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06-0206_JOHN S. MEEK CO. INC_Notice of Completion • • `1� RECORDED AT REQUEST OF AND Recorded in Official Records, Orange Co,nty RETURNED TO: Tom Daly, Clerk-Recorder City San Juan Capistrano Cl City Clerk's Office IIIIIIIIIilllllllllllllllllllllilllllllllllllllllllllllllllllllllllllllllll NO FEE 32400 Paseo Adelanto 200700045044012:08PM 07/18/07 San Juan Capistrano, CA 92675 10248N12 1 RECORDING FEES EXEMPT DUE TO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 GOVERNMENT CODE SECTION 6103 Margaret R. Monahan, City Clerk San Juan Capistrano, CA NOTICE OF COMPLETION NOTICE IS HERBY GIVEN that a contract was heretofore awarded by the City of San Juan Capistrano to John S. Meek Company, 14732 South Maple Avenue, Gardena, CA 90248, for construction of the Vereda Bikeway Undercrossing. That the said work completed on January 23, 2007 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of San Juan Capistrano, and that said work was accepted by the City Council of the City of San Juan Capistrano at 32400 Paseo Adelanto, San Juan Capistrano, California 92675, at a regular meeting thereof held on the 3rd day of July, 2007 pursuant to Resolution No. 07-07-03-01. That upon said contract, Great American Insurance Company was the surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 3rd day of July, 2007. / 2v l/ rg ret R. Monahan, City Clerk ity San Juan Capistrano STATE OF CALIFORNIA ) COUNTY OF ORANGE ) SS CITY OF SAN JUAN CAPISTRANO ) I, MARGARET R. MONAHAN, the duly appointed and qualified City Clerk of the City Council of the City of San Juan Capistrano, California, DO HEREBY CERTIFY, under penalty of perjury, that the foregoing Notice of Completion is true and correct, and that said Notice of Completion was duly and regularly ordered to be recorded in the Office of the Orange County Recorder by said City Clerk. Dated at San Juan Capistrano this 3`d day of July, 2007. / a aret R. Monahan, City Clerk Ci of San Juan Capistrano SD • CONT-R-ACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO,here in after referred to as "CITY" and : John S. Mee;c.Co. , Inc. hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond,.the Non- Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications. for. Publin Works Construction, 2000 Edition• including all Supplements, Contract Bonds, .Resolutions adopted by the CITY pertaining to .the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to famish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Vereda Bikeway Undercrossing/Gap Closure in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK CONTRACTOR agrees to begin and complete.the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impractical and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified titre; .therefore,CONTRACT all pay CITY, n+quidated of in the-nature of a penalty, Two Hundred Fifty Do ars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH, PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and. material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete perfomiance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent(100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to famish the bonds on the forms. found within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, conies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in.the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall,pay not less than the foregoing ,specified prevailing rates of wages to all workmen employed in the execution of the contract_ SEVENTH. INSURANCE. A& NTRACTOR shall—resintain at all, t& during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured,which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage,including owned,hired, and non-owned vehicles in the following minimum amounts:. :$500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $I,000,000 injury to more than one person/any one occurrencelnot limited to contractual. period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in.no event less than 30 days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the 1 pblicy certificate establishing that the required level of insurance-has been satisfied. CONTRACTOR shall indemnify; defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a .result of, or arising out of, or in any manner connected with the performance of the obligations imder this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight(8)hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. In WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano DATED: BY: DAVID M. qWELIN, MAYOR BY: / , CON CTOR, LICENSE NO. AND CLASSIFICATION J n S. Pied-, President JoFn S. ",eek Corrany, Inc. 1931 No. Caffey Street - Ste. C San Pe6-o, GN 90731 Lie. : 709151 A B FIAZ 4tMYRMonahan, : City Clerk APPROVED AS TO FORM: q L94AMr - John Sh w, City Attorney C-4 • BID PROPOSAL • For the: VEREDA BIKEWAY UNDERCROSSING/GAP CLOSURE From: JoFn S. '!eek Con}aeny, Inc. 709151 A B HAZ Contractor, License No. &Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2000 Edition: including all supplements therefore, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: , 4,4 Y 54 Words Acs u r ✓ ✓� �� — �— �lyoFigures � oa Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of one hundred eighty(180)calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will co•erewith, but-reserves the nigh*ncrease or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, then any check or cashier's check shall be returned to the undersigned within thirty (30) days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract within fifteen(15) days after the agreement is delivered to him for signature, or within such further time as may be granted by the Members of the City Council, then said check shall be cashed or`said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. Accompanying this proposal is a bLdder's bond (Insert "$ cash," cashier's check, certified check or bidder's bond on the forms from pages BB-.1 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ten percent (10%) of the total bid. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: Creat AmerLcan Insurance (through ACN) 750Seuth City BLvd, Ste. 300 Orarge, CA 92868 Licensed in accordance with an act providing for the registration of contractors- License No. C 709151 Classification A S W Signature of Bidder: (N-an individual, so state.90a firm or partnership, state the finsme and give-the names of all individual co-partners composing the firm: President, Secretary, Treasurer,. and Manager thereof.) John S. N'ledc ConL,airy, Lnc. 11-21-05 1931 No. Gaffey Street - Ste. C c;.� Pedrn CA 90731 Dated Business Address 11-21-05 (310) 830-6323 Dated Telephone Number Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. i L DatedS' t a of Bidder (310) 830-6323 Dated Telephone Number — -- — -— — - • SCHEDULE OF WORK • Vereda Bikeway Undercrossing (Gap Closure) Item Approximate Work Items With Unit Price Unit Price Total Amount uantit Written in Words (In Figures) 01505.1 1 LS Mobilization for the unit rice of Fis �iYyi SN ;'he;$r� � i° ollars. $ 6 d Uo $ 01505.2 1 LS Demobilization for the unit price of 'fie cc t can:,-AA N4- %„to —dollars. $ 10,o0o $ 14__ 00_ 01620.1 1 LS NPDES Compliance for the unit price of Tway 3W�1�,outF�1. wtc'7eodollars. $ —)S4 `- $ ZS_+000 02100.1 1 LS Site Clearing,for the lump sum price of d dollars. $ /v/, )y o rio $ /0,/, 7 � 02220.1 3,460 CY Unclassified Excavation and Disposal for the unit price of "A14V,- " %n— P dollAs per cubic yard. $ 3� $ ILI 100- 02220.2 5 CY Embankment for the unit price of f "Zo dollars per cubic ard. $ $ 25o°= 02220.3 1,000 CY Structure Excavation for the unit price of It { mrIj 7t& sed 111"iaadollars ac per cuW yard. $ 3S' $ 35 000 02220.4 600 CY Structure Backfill for the unit price of F1Q n� "kke.L. -fill. �'tue aJ. eo�ioo dollars w per cubic $ moo $ Q 3000 02461.1 286 CY Aggregate Base for the unit price of�nL a T�5wc, wl "/,&-dollars per cubic $ �Z5 $ �i$�S D'" yard. 02513.1 104 CY Asphalt Concrete Class C2 for the unit price of TM Hw4A.&rux� dollars per per cubic yard. $ 12D $ 22,i%o� 02513.2 88 CY Portland Cement Concrete Pavement for the unit price of fgrl "v&4k Ey.,* A w1joo- $ t}2.oa $ 3L cm— dollars per cubic yard. 6 SCHEDULE OF WORK • Vereda Bikeway Undercrossing (Gap Closure) Item Approximate Work Items With Unit Price Unit Price Total Amount uantit Written in Words (In Figures) 02513.3 1 LS Pavement Markings and Striping for the lump sum price of Tw-3 Aouau,J nus F , dollars. $ ZS00' $ 02722,1 1 LS 18" Sanitation Sewerfor the lump sum price of Sue& On,- lou,td, k al fztbo.–r dollars. $ p O�` $ A 00 -x' 02722,2 1 LS 24" Storm Water Rearrangement (East) for the lump sum price of p s dollars. $ 30_ Oo� o� $ 02722.3 1 LS Storm Water Drain System With Sump Pump for the lump sum price of i,c �0UArwVI ihl "yoe dollars. $ 6.000`= $ 4,000' 02722.4 1 LS 24 " Storm Water Rearrangement (West) for the lump sum price of 114e. TlguA&,d. kA 19�jeo dollars. $ 35 000= $ 3s`— 02820.1 591 LF Chain Link Fence (Type CL-6) for the unit �rt price of in ! IK— per lineal foot.T $ 3j W" $ 20, v 02832.1 408 LF Welded Wire Mesh Fence for the unit sum price of tri,- iii - Alv= &,/ per lineal foot. $ �} $ 3 6 02832.2 1 EA Gates for the u9it pn e of r // b"t /7 w r �F--� /Y, dollars each. $ ; I 02835.1 337 LF Piling at Abutments (Furnish and Drive Steel Piles 14x 117) for the unit price of 4, w,L a VAt- µ !7 tao--- dollars per a W lineal foot. $ (50 $ 50550 02835.2 397 LF Piling at Bents (Furnish and Drive Steel Piles 14x117) for the unit price of On,- Ijkn 64 Txhm FA � ioo dollars per lineal foot. $ MOO $ 5q 550° 7 • SCHEDULE OF WORK . Vereda Bikeway Undercrossing (Gap Closure) Item Approximate Work Items With Unit Price Unit Price Total Amount uantit Written in Words (In Figures) 03451.1 2 EA Furnish and Erect Pre-cast Concrete Abutment Cap for the unit price of ��,anj 1 dollars each. $ ay o w $ c o o, 03451.2 4 EA Furnish and Erect Pre-cast Concrete Abutment Wing Wall for toe unit price of dollars each. $ > a ° ° $ U ovo 03451.3 2 EA Furnish and Erect Pre-cast Concrete Approach Slab for the/unit price of h/i✓. atifrv, l— �� dollars each. $ y oo a $ 03451.4 2 EA Furnish and Erect Pre-cast Concrete Bent Cap for the unit price f - I oti a Fyt — n_i d llarseach. $,1 Z. ooy l $ d 03451.5 6 EA Furnish and Erect Pre-cast Pre-stressed Girder qwith Curb for the unit price of *4�,it dollars each. $ol 8, 5'y6 $ b 0 03451.6 4 EA Furnish and Erect Pre-cast Ballast Retainer for the unit price of i,.1 dollars each. $ Sb $_moo ao 03451.7 9 CY Structure Concrete(C.I.P. Concrete at Bent Collar and Ballast Retainer) for the unit rice Oat 1h of OOmAarA I%k. 1-1"j, !n& 6y--- � a per cubic yard. $ 500- $ 13 5co 03451.8 163 SF Structure Concrete (Slough Wall) for the unit price of Qn,. "w4A A J'kjf-c. .A 00 per square foot. $ X03' $ 1611$9 �- 03451.9 428 SF Structure Concrete (Retai=ling Wall, H=4') for the unit prire of N itkt' 11(I Q' k� eo 'Vtt, doiiar%ter sgdare foot. $ $ �91`b0`i • SCHEDULE OF WORK • Vereda Bikeway Undercrossing (Gap Closure) _Lem Approximate Work Items With Unit Price Unit Price Total Amount uantit Written in Words (In Figured 03451.10 Structure Concrete (Retaining Wall, H=6') for the unit price of Ei� P;" per square foot. 03451.11 673 SF Structure Concrete (Retaining Wall, H=8') for�th/e unit price of Ei• wg c. _� w t� J 1 er- —per sq are foot. $ Db $ 512-05— _ 03451.12 1420 SF Structure Concrete (Retaining Wall, H=10') for the unit price of U µ 16w--------- pe s uare foot. $ gl $ 03451.13 886 SF Structure Concrete (U-Wall, H=12') for the unit price of El A "/In— !Per /In er square foot. $ �0� $ 10��g0 03451.14 60 CY Concreted Rock Slope Protection(Cobble, Method A) for the unit price of_O 0, u ..1 F,1, Flap- per cubic yard. $ $ b,000� 03451.15 3,200 SF Architectural Treatment for the unit price of Tu.i O'k "/ioo per square foot. $ �0 $ 320Ooh 03451.16 2,895 SF Anti-Graffiti Protec�tiv Coating for the unit price of Six 6& 6 ' per square foot. $ 6 $ 113'10'- 05075.1 7,900 LB Miscellaneous Metal (Bridge Railing and Walkway) for the unit price of ANA, D IIaR a.l,. (Far per pound. $ 35 $ 05075.2 584 LF Cable Railing for the unit price of per lineal foot. $ ;I 0 $ vu Total Bid Price (Enter here and on Page 3)/ S]5~ �k��/an/ �i �Jrr • Drow 1I1 �.. $ ';7.3 Words r e Figures J� � • NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ) SS. County of Orange ) John S. Meek being first duly sworn deposes and says that he is President of John S. f0eek Corq:)any, Inc. the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. i/ Z z�d 1' �� ./�� G ' / ✓ DATED SIGNATURE On this the 21 day of Noverber 2005, before me, the undersigned, a Notary Public in and for said State, personally appeared John S. Medc personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) LS subscribed to the within instrument, and acknowledge that he executed it. EMILY J.WHITE Commission 8 1513023 WITNESS my hand and official seal. daory Pubic-CaWado Los Angows County �� My Comm.EupYosSop 12, Notary andd fo�State 11 •GNATION OF SUB-CONTRACAS Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub-bids of the following listed sub-contractors in making up his bid, and that the sub-contractors listed will be used for the work for which they bid, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. Item of Work Sub-contractor Address Phone License No. and Classification 1. Reba P,.R. IQona.1� $a„t, fc << StL-441- 27_38 2. (AG Paan SmpvuA PaJ�;y _ �� 56�-91y 0�17z' 3, F6nc� ate 1KCPrn fwc� fr '11Y-`h14-9y4'i 4. nn�Gpe� r S}er� Qld a QR►NUork ��+u.b� �u t� b�-137-3346 5. PMS t k-tn 561-933 - 51`(l . 6. 11K wil Yo C�irn tww, g0�1-3S0 -B`140 7. tk%!n�-- 5V u" ak!n, ;, Jtm birn" G109-Snl-2811 8. �lpctt ca� AS' lvarkwood Tim%, "114 Soy-Iri 1� John S. MeekConpany, Inc. BIDDER'S NAME 1 AUTI 'RIZED SIGNATURE cc//' - - - -- - 12 _ _ Bond No. 162-57-29 l''f8f,liu�i�c,�wuuce LABOR AND MATEF3iAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange Cow ity, Califuuria, Iia5 awarded to .John S. Meek Company, Inc. . License No, hereinafter designated as "Principal", a contract for construction of Vereda Bikeway Undercrossinrz/Gan Closure, No. 124 ; and WHEREAS, said Principal is required to furnish a bond in connection with the :aid contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same_ NOW, THEREFORE, we John S. Meek Company, Inc. .'Principal, and Great American Insurance- Company_ . as:surety, al held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of One million seven liundred -thirty_four thousand four* r?OLLARS• ($1,734,444Ad;lawful money of the United States of America, for payment-of which sum well and truly to be made we bind ourselves, our,heirs, executors, administrators and successors,jointly and severally., firmly by these presents. *h'undred forty four and no/100 THE CONDITION OF THIS OBLIGATION is such that 17.said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or -labor done thereon of any kind, or for amounts due,under the Unemployment Insurance Act with respect to such work or labor as re.Wired by the provisipns of Title 1, Division 5, Chapter 3 of the Government Code of Calif6r7ia as amended, that the surety-will pay for the same in an amount not exveeding the sum specified in this bond and also in case suit 'is brought upon the bond, a reasonable attorney's fee to be fixed by the court This bond shall inure to the benefit of any and all persons, companies and corpoi aliuiis entitled to file claims under said act, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. As a part of the obligation secured thereby, and in addition to the fare amourh specified thereferMere shall be included casts and reasonable expenses and tees, including reasons hie atinrney's ,fees, ince wed by City in sirrr.PSshrlly Pnforaina cinch obligatioa, all.to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of Which shall for all purposes be deemed an original thereof, have been duty executed by the Principal and surety herein named on the 30th dayot December . 1k2005 The name and corporate seal of each corporate party being hereto affixed and these presents duly signrpd by its undersigned representatives pursuant to authority of its governing body. JOHN S. MEEK COMPANY, INC. PRINCIPAL , 7 By GI LEAERICAN INSURANCE COMPANY SURETY Rhonda C. Abel', Attorney-in-Fact APPROVED AS TO FORM JOHN SHAW; CITY ATTORNEY T;M-2 CALIFORNIA ALL-PURPOS NOWLEDGMENT No.5907 State of California County of Orange On 3 O.-OSS-- before me, Jeri Apodaca,Notary Public DATE NAME,TITLE OF OFFICER-Eo.,"JANE DOE,NOTARY PUBLIC" personally appeared Rhonda C. Abel NAME(S)OF SIGNER(S) ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. JERI APODACA Comm.#1379729 NOTARYPUBLIC-CALIFORNIAN WITNESS Orange county ^' y hand and official seal. My Comm-Evpvu On-12,2006 •� \DEAL SIGNA7 AT EOAF F N" OTAR OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) LIMITED ❑ GENERAL ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR NUMBER OF PAGES ❑ OTHER: SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSONS)OR ENTITY(IES) SIGNER(S)OTHER THAN NAMED ABOVE S-4067/GE 2/98 ©1993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 FRP CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of On Cf before me, 67m; J. I'a at I�r. Nota r,4 qL. Dene Name and Title of Officer e.g.,"Jane Doe,Ninny Publicj I personally appeared , Names)of 9igner(s) Xpersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized �MIYJ. � capacity(ies), and that by his/her/their Com* iSi3M3 signature(s)on the Instrument the person(s), or M CaCa:Ornln the entity upon behalf of which the person(s) MyCggR �Z — acted, executed the instrument. WITNESS my hand and official seal. �Ygrpt rte m Natary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: aea,4iw Y Xl a;(hAld —_11tuAy Document Date: 1.2-310-0,5 Number of Pages: I / Signer(s) Other Than Named Above: 34M14:2041 , Ci Capacity(ies) Claimed by Signer Signer's Name: _. Ill 'j.1,7� l/ MENEM L' Individual Top of thumb here ,K Corporate Officer — Title(s): au ad of ❑ Partner — ❑ Limited ❑General ❑ Attorney-in-Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Gower 422�. 61 d 1999 National Notary Assoclauon-9350 Da Sato Ave.,P.O.Box 2402-Chatsworth CA 91313-2402•www.nationanotary org Prod.No.5907 Reorder:Call Toll-Free 1-800A76-6827 TERRORISM COVERAGE RIDER NOTICE-DISCLOSURE OF TERRORISM COVERAGE AND PREMIUM The Terrorism Risk Insurance Act of 2002 establishes a program within the Department of the Treasury,under which the federal government shares,with the insurance industry, the risk of loss from future terrorist attacks. The Act applies when the Secretary of the Treasury certifies that an event meets the definition of an Act of Terrorism. The Act provides that, to be certified, an Act of Terrorism must cause losses of at least five million dollars and must have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest to coerce the government or population of the United States. To be attached to and form part of Bond No.162-57-29 effective December 30, 2005. In accordance with the Terrorism Risk Insurance Act of 2002,we are providing this disclosure notice for bonds on which Great American Insurance Company, its affiliates (including,but not limited to Great American Alliance Insurance Company, Great American Insurance Company of New York and Great American Assurance Insurance Company) is the surety. The United States Government, Department of the Treasury,will pay a share of terrorism losses insured under the terms of the Act. The federal share equals 90% of that portion of the amount of such insured losses that exceeds the applicable insurer retention. This Coverage Part/Policy covers certain losses caused by terrorism. In accordance with the Federal Terrorism Risk Insurance Act of 2002,we are required to provide you with a notice disclosing the portion of your premium, if any, attributable to the coverage arising from losses for Terrorist Acts Certified under that Act. The portion of your annual premium that is attributable to coverage for Terrorist Acts Certified under the Act is : $:00. 0 • 0 GREAT AMERICAN INSURANCE COMPANY® Administrative Office:680 WALNUT STREET• CINCINNATI,OHIO 48202. 813.369.6000• FAX 813-723-2740 The number of persons authorized by this power of attorney is not more than SIX No.0 14079 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized and existing under and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below its true and lawful attomeyin-fact,for it and in its time,place and stead to execute in behalf of the said Company,w surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof;provided that the liability of the said Company on any such bond,undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power STANLEY C.LYNN ALL OF ALL JAMES A. SCHALLER IRVINE UNLIMITED JANE KEPNER CALIFORNIA NANETTE MARIELLA-MYERS RHONDA C.ABEL SUZANNE EDWARDS This Power of Attorney revokes all previous powers issued in behalf of the attomey(s)-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this I e day of, JANUARY , 2004, Attest GREAT AMERICAN INSURANCE COMPANY STATE OF OHIO,COUNTY OF HAMILTON-ss: DAVID C.KITCHIN (513-3693811) On this Ids day of JANUARY 2004, before me personally appeared DAVID C.KrfCHIN,to me known,being duly swom,deposes and says that he resides in Cincinnati,Ohio,that he is the Divisional Senior Vice President of the Bond Division of Great American Insurance Company,the Company described in and which executed the above instrument;that he knows the seal of the said Company;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his time thereto by like authority. This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated March 1,1993. RESOLVED:That the Division President,the several Division Vice Presidency and Assistant Vice Presidents,or any one of them,be and hereby is authorized,from time to time,to appoint one or more Attorneys-m-Fact to execute on behalf of the Company,as surety,tory and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof,to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment at any time. RESOLVED FURTHER:That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed byfacsimile to arty power of attorney or certficate ofeither given for the execution of arty bond undertaking,contract or suretyship, or other written obligation in the ranee thereof,such signature and seal when so used being hereby adopted by the Company as the original signature ofsuch officer and the original seal of the Company,to be valid and binding upon the Company with the same form and effect as though manually affaed CERTIFICATION I,RONALD C.HAYES,Assistant Secretary of Grew American Insurance Company,do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Di ors of M 1,1993 have not been revoked and are now in full force and effect. Signed and sealed this 3 day of, -s+--�u S 1029T(1101) • Bond No. 162-57-29 EXECUTED IN TRIPLICATE Premium $15,526.00 .PERFORM/INCE BOND KNOW ALL MEN BY THESE PRESENTS: That John S. Meek Company, Inc. as Principal, hereinafter called CONTRACTOR, and Great American Insurance Compapy as Surety, hereinafter called SURETY, are held and firmly bound unto the City of San Juan Capistrano, as Obligee, hereinafter called CITY, in the amount of one million seven w hundred thirty' four thousand four* Dollars for payment hereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. *hundred forty four and no/100 ($1,734,444.00) WHEREAS, Contractor has by mitten agreement dated entered into a (describe agreement): construction of Vereda Bikeway Undercrossing/Gap Closure, No. 124 which contract is by reference made a part hcrcof; NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in*full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED, that 1. As a part of the obligation securedhereby, and in addition to the-face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attomey's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. ' PB-1 2. SeWSurety,for value received,.heieby stipulates and agreas that no change, extension of 6me, alteration, or mad(fication of the contract documents or.of the work to by performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this 30th day of December 741?lH2O05, at Irvine , California. JOHN S. MEEK COMPANY, INC. PRINCIPAL' APPROVED AS TO FORM OA+RIZATI(ON AND SEAL) JO R. SHAW, CITY ATTORNEY GREAT AMERICAN INSURANCE COMPANY SURETY Rhonda C. Abel, Attorney-in-ract (NOTARIZATION AND SEAL) PB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT I State of California ss. County of B2 C On 1 3 , 2oD 6 before me, G.;ly 7 tc(L 0 Cale Name o Tile of 08s r(e.g.,'Jane Doe, lery Pu� bl¢ry personally appeared 7117tn.� r ' �eGLc —7T Namats)w slgnar�s) K personally known to me ❑ proved to me on the basis of satisfactory evidence to be the persl whose name(C) is/are subscribed to the within instrument and acknowledged to me that he/sheAh y executed EMILY) NqtffE the same in his/herlWeir authorized Commission# 1513023 capacity(ies), and that by his/her/fheir e Notary Public-CuWorryp i signature(S)on the instrument the person(g),or LosAngayaCounly — the entity upon behalf of which the personals) MYCom'n.Boa Snp12, acted, executed the instrument. WITNESS my hand and official seal. &"e0A I Notary Ptlblk OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached �^Document Title or Type of DocDocument: 1�*24nl c vvt. Document Date: L.& . 3 D a 2 0 o S Number of Pages: 1 l Signer(s) Other Than Named Above: I Capacity(les) Claimed by Signer Signer's Name: U iz e.Lc� ( U ❑ Individual �/- o Top 9lthumb hem $Corporate Officer—Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney-in-Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: rt Signer Is Representing: r C 1999 Netonal Nolary Aeeocialion•9350 De Solo Ave.,PC Box 2402•Dbalsworta.CA 91313-2402-...oatknelnotarya9 Prod No,5907 Reimer'.Call Tall-Free 1 800En-8827 CALIFORNIA ALL-PURPOSE&NOWLEDGMENT No.6907 State of California County of Orange On I A =�? p —�` before me, Jeri Apodaca,Notary Public DATE NAME,TITLE OF OFFICER-E.G.,"JANE DOE,NOTARY PUBLIC" personally appeared Rhonda C. Abel NAME(S)OF SIGNER(S) ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. • JERI APODACA Comm.LI 1378729 NOTARY PUBLICCALIFORNIAWITNESS my hand and official seal. Ognpe County My Lomm Expires On.11,1006 r SIGNA RE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) LIMITED ❑ GENERAL ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR NUMBER OF PAGES ❑ OTHER: SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S)OTHER THAN NAMED ABOVE S-4067/GE 2/98 ©1993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 FRP Bond No. 162-57-29 t,rel[ (UII{ [I Yr1UUl%,2 I r LABOR AND MATERIAL BLOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, Calirumia, has awarded to .John S. Meek Company, Inc. License No. hereinafter designated as"Principal", a contract for construction of Vereda Bikeway Undercrossine/Gap Closure, No. 124 ; and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we John S. Meek Company, Inc. ,.Principal, ?nr.i Great American Insurance" Company as zurety, alk,° held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of One million seven hundred •thirty four thousand four* rXJLLARS• ($1xzXj 44.oA; lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors,jolntly and severally, firmly by these presents. *h'undred forty four and no/100 THE CONDITION OF THIS OBLIGAITiON is such Ural f.said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay fior any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or fdr amounts•due.under the Unemployment Insurance Art With respect to such work or labor as regtlirrrxi by the provisipns of Title 1, Clivision 5, Chapter 3 of the Government Code of Ca1Li©riia as amended, that the surety will pay for the same in an amount not exrxeding the sum specified in this bond and also in case suit 'is brought upon the bond, a reasonable attorney's fire to be fixed by the court This bond shall inure to the benefit of any and all persona, companies and,torpor atiuns entitled to file claims under said act, so as to give 9 right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, Por value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. s- rrt=1._.... As a part of the obligation s'--cured thereby, and in addition to the fa:a amoLjnt specified therefor there shall he included casts and reasonable expenses and fees, including rkasonah)e atfnrney's fees, incurred by City in ;nrxn.ssfully Pnfordng such obligation, all.to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of vfiich shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the 30th day of December 1$200 The name and corporate seal of each corporate party being hereto affixed and these presents duly siyoo by its undersigned representatives pursuant to authority of its governing body. JOHN S. MEEK COMPANY, INC. PRINCIPAL r By I / GRE AMERICAN INSURANCE COMPANY_ SURETY By Rhonda C. Abel', Attorney-in-Fact APPROVED AS TO FORM JOHN SHAW, CITY A-rTORNEY tint-z CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of $2,. r, J On LOO 110 before me,r„n, �y J Wkr Trdfa rt' �7�614 Date personally appeared Names)of Signar(s) ❑personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are l subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized EMILY j.WNIyE capacity(ies), and that by his/her/their 4 Commission N 1513023 signature(s) on the instrument the person(s), or Notary Pubic-CoMortlla the entity upon behalf of which the person(s) LwAnpelesCourtty - acted, executed the instrument. MbCornm.ExWwSp 12, WITNESS my hand andofficialseaaL !/✓Y�..4... �;WTD+ a Nolan Paas f OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Documents Title or Type of Document: i)0 6_VWLL Document Date: 1pt-e_ . 3 o i Z60 ,5- Number of Pages: (J Signer(s) Other Than Named Above: V'H-a o^ A,4,-l'_ _ Capacity(ies)Claimed by Signer p Signer's Name: Room ❑ Individual mP or mtmb here LXCorporate Officer - Title(s): ❑ Partner - ❑ Limited ❑General ❑ Attorney-in-Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: (If" � ®1939 National Naary Associal'wn 9350 Oe Solo Ava.,PO.Box 2602 G,etsworlM1,CA 9131&2602 wwx.naronalnotary.mg N.NO.MOT R.Ift'.C."TON-Free 1-800.0785827 CALIFORNIA ALL-PURPOSE NOWLEDGMENT No.5907 State of California County of Orange On —3 yA— before me, Jeri Apodaca,Notary Public DATE NAME,TITLE OF OFFICER-E.G.,"JANE DOE,NOTARY PUBLIC" personally appeared Rhonda C. Abel NAME(S)OF SIGNER(S) ® personally known to me -OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. L47NOTAORT APODAC19729 I^ WITNESS my hand and official seal. LL CAOFOANIACyComm.EVAiras ort.12,2006 'r SIGNA URE OF NOTARYT OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) LIMITED ❑ GENERAL ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR NUMBER OF PAGES ❑ OTHER: SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S)OTHER THAN NAMED ABOVE S-4067/GE 2/98 ©1993 NATIONAL NOTARY ASSOCIATION•8236 Remmel Ave.,P.O.Boz 7184•Canoga Park,CA 91309-7184 FRP • TERRORISM COVERAGE RIDER NOTICE-DISCLOSURE OF TERRORISM COVERAGE AND PREMIUM The Terrorism Risk Insurance Act of 2002 establishes a program within the Department of the Treasury, under which the federal government shares,with the insurance industry, the risk of loss from future terrorist attacks. The Act applies when the Secretary of the Treasury certifies that an event meets the definition of an Act of Terrorism. The Act provides that, to be certified, an Act of Terrorism must cause losses of at least five million dollars and must have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest to coerce the government or population of the United States. To be attached to and form part of Bond No.162-57-29 effective December 30, 2005. In accordance with the Terrorism Risk Insurance Act of 2002,we are providing this disclosure notice for bonds on which Creat American Insurance Company, its affiliates (including,but not limited to Great American Alliance Insurance Company, Great American Insurance Company of New York and Great American Assurance Insurance Company) is the surety. The United States Government,Department of the Treasury,will pay a share of terrorism losses insured under the terms of the Act. The federal share equals 90%of that portion of the amount of such insured losses that exceeds the applicable insurer retention. This Coverage Part/Policy covers certain losses caused by terrorism. In accordance with the Federal Terrorism Risk Insurance Act of 2002,we are required to provide you with a notice disclosing the portion of your premium, if any, attributable to the coverage arising from losses for Terrorist Acts Certified under that Act. The portion of your annual premium that is attributable to coverage for Terrorist Acts Certified under the Act is : $:00. GREAT AMERICAN INSURANCE COMPANY® Administrative Office:660 WALNUT STREET' CINCINNATI,OHIO 46202' 613.399-6000' FAX 613-723-2740 The number of persons authorized by this power of attorney is not more than SIX No.0 14079 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized and existing under and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below its true and lawful attorneyin-fact,for it and in its time,place and stead to execute in behalf of the said Company,as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof,provided that the liability of the said Company on any such bond,undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power STANLEY C.LYNN ALL OF ALL JAMES A. SCHALLER IRVINE UNLIMITED JANE KEPNER CALIFORNIA NANETTE MARIELLA-MYERS RHONDA C.ABEL SUZANNE EDWARDS This Power of Attorney revokes all previous powers issued in behalf of the attorneys)-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this lop day of, JANUARY , 2004. Attest GREAT AMERICAN INSURANCE COMPANY STATE OF OHIO,COUNTY OF HAMILTON-ss: DAVID C.aTCHiN (513-36941811) On this 10* day of JANUARY 2004, before me personally appeared DAVID C.KITCHIN,to me known,being duly swom,deposes and says that he resides in Cincinnati,Ohio,that he is the Divisional Senior Vice President of the Bond Division of Great American Insurance Company,the Company described in and which executed the above instrument;that he knows the seal of the said Company;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his name thereto by like authority. This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated March 1,1993. RESOLVED:That the Division President,the several Division Vice Presidents andAssisnant Vice Presidents,or any one oflhem,be and hereby is authorized,from time to time,to appoint one or more Attorneys-m-Fact to execute on behalf of the Company,as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof,'to prescribe their respective duties and the respective limits oftheir authority;and to revoke any such appointment at any time. RESOLVED FURTHER:That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificale of either given for the execution of arty bond undertaking,contract or suretyship, or other written obligation in the nature thereof,such signature and seal when so used being hereby adopted by the Company as the original signature afsuch officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though man uai4 armd. CERTIFICATION 1,RONALD C.HAYES,Assistant Secretary of Great American Insurance Company,do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of DirS.ctors of Ma1Gh 1,1993 hav not ban revoked and are now in full force and effect. Signed and sealed this 3 O —day of, $1029T(i trot) _. Bond No. 162-57-29 EXECUTED IN TRIPLICATE• • Premium $15,526.00 PEL2FORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That John S. Meek ComDanv. Inc. as Principal, hereinafter called CONTRACTOR, and Great American Insurance Compapy as Surety, hereinafter called SURETY, are held and firmly bound unto the City of San Juan Capistrano, as Obligee, hereinafter called CIT', in the amount of one million seven hundred thirtyfour thousand four* Dollars for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these przsents. *hundred forty four and no/100 ($1,734,444.00) WHEREAS, Contractor has by written agreement dated entered into a (describe agreement): construction of Vereda Bikeway Undercrossing/Gap Closure, No. 124 which contract is by reference made a part hereof: NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain In full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED, that 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB-1 2. Said'Surety,for value reoeived,.heieby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or.of the work to be performed thereunder, shall in any way affect its obligations or this bond, and ft does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed.this 30th day of December .VR2005 at Irvine , California. JOHN S. MEEK COMPANY, INC. PRINCIPAL- APPROVED AS TO FORM IN T RIZATION AND SEAL) JO R. SHAW, CITY ATTORNEY GREAT AMERICAN INSURANCE COMPANY SURETY 001' Rhonda C. Abel, Attorney-in-Fact (NOTARIZATION AND SEAL) PII-2 . CALIFORNIA ALL-PURPOSE NOWLEDGMENT No.6907 State of California County of Orange On .—_-A p before me, Jeri Apodaca,Notary Public DATE NAME,TITLE OF OFFICER-E.G.,"JANE DOE,NOTARY PUBLIC' personally appeared Rhonda C. Abel NAMES)OF SIGNERS) ® personally known to me -OR- ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. _ JERI APODACA Comm.#1379729 �Q!, NOTARY PUBLIC-CALIFORNIA WITNESS y hand and official seal. MY Comm.&pins O"1-12,2NG l4 1 SIGNAL RE O�TARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLES) ❑ PARTNER(S) LIMITED ❑ GENERAL ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIANICONSERVATOR NUMBER OF PAGES ❑ OTHER: SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S) OTHER THAN NAMED ABOVE S-4067/GE 2/98 ©1993 NATIONAL NOTARY ASSOCIATION`8236 Remmet Ave.,P.O.Box 7184`Canoga Park,CA 91309-7184 FRP CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California le //)) e� ss. County of 0 aall� (iTML]Lw•L On ,?00(o before me, EM;/� I J6;fP Nafar u Pwb/%e, , et 4 Name antl TIOa of Cff. (e.g "Jere Dae,N er,Pobllo-) personally appeared , Nemalsl of 611nerls) impersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(4s) whose name(s) is/Me subscribed to the within instrument and acknowledged to me that he/sHell M executed EMILY J.WHITE the same in his/heMtreir authorized Commission O 1513023 capacity(ies), and that by his/herdBleir NoTory Public -Calfforl signature(6)on the instrument the person(s), or Los Angeles Count the entity upon behalf of which the person(y) My Comm Exra,.,eA,12 acted, executed the instrument. WITNESS my hand and official seal. Sgn at Notary Pab'lc OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document ( Title or Type of Document: I 0 Document Date: (a-3 0-D S Number of Pages: 1 Signer(s) Other Than Named Above:1j mAa,_.a(4x, I Capacity(ies) Claimed by Signer ' Signer's Name: V 1/i.�•�y ❑ Individual Trp of thumb here Corporate Officer- Title(s): OQt l4dx,,� ❑ Partner - ❑ Limited ❑General ❑ Attorney-in-Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: p Signer Is Representing: A • .Q.�2 81999 National Notary Aesomatlon-9350 De Sod,Ave.,PO.Bax 2402-Chataworh,CA 91313-2402-wxw.nabonalnotary org Prod No 5907 Reorder Cell Toll Free 140U-878-1389 Bid Opening Report zrdRA -90paa" d-&4q-e(� Oji Bids opened: a , 2.0 C3 f 22 - at �O -P-M- Project Title: Vereda Bikeway Undercrossing Project Engineer: Tony Foster Pre-Bid Estimate $1,687,600 Bidder: Bid Amount Bid Bond/Addenda? 1 John S. Meek Company, Inc. 1 '7 *34 ,444 I Q & 2 G.B. Cooke, Inc. 1 ` of �� Db � bJjUj 3 Beador Construction Company )0& O 4 i�9etro Builders $ Engineers Group j q S o., YV) leat Reyes Construction 5. l G� -TU-J lot; I 6. / 7. 8. SignedeDepartme(nt c- `� - Dated: cc: ) City Manager (1) The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. . . Nov 17 �5 16:13 P. 02 d�a9 32400 PA9H0 AoKLANTa � / ® � � M6MW"OF TNF MYCOUNCIL BAN JOAN CAPI877CANO,CA 92875 (949)4931171 SAMALLEVATO (949)4931053 FAX II lolmme WANE ERATHGATE mnuseB 1961 v ATT NARY wNAEsanjuancapistrano.org 1776 JOE SOTO DAVID M,SWERDUN y ADDENDUM NO. 1 November 17, 2005 VEREDA BIKEWAY UNDERCROSSING The following responses to Bidders questions are issued through this addendum: 1. Bid item 03451.10, Structure Concrete (Retaining wall, H=6') should read 649 SF rather than LF. Please modify your Schedule of Work accordingly. 2. The Contractor shall be responsible for all costs involving soil compaction testing, concrete testing, on site weld testing, and surveying. 3. All plies shall be driven prior to the weekend track shutdown. 4. A one-hour day time period has been allotted for pile driving as follows: 9:48 am-10:49am, 11:02am-12:10pm, 1227pm-1:22pm, 1:40pm-2:47pm There is a one and one half hour period from 7:49pm-9:17pm. This is not within the daytime restriction and would require staff approval and advanced notification of surrounding residents. Staff is also investigating weekend pile driving, which would also require advance resident notification- 5. ot cation_5. The Vons parking lot, within the construction easement area, will be available during construction, however only for minor staging_ All construction storage should be contained within the park site on the west side of the project. 6. The City will pay for all flagging and other SCRRA costs. 7. Electrical tie-in for the sump-pump Is within the City Maintenance Yard adjacent to the site. 8. irrigation lines for a future sprinkler system are shown on the plans and are included in the Specifications within Bid Item 02722.4, 24" Storm water rearrangement(West)(see item 4.01 B, page 2722-4). A sign copy f this addendum shall ac ny the id: r � Co!ro r R. A hony Foster Engineering Assistant San Juan Capistrano: ,Preserving the,Fast to Enhance the Future PMbtl M lLWyclmd pet BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, _John S. Meek Company, Inc. as PRINCIPAL, and Great American Insurance Company as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called Ten Percent (109) City, in the sUm of $ of amouUt_bid_; for payment whereof Principal and ,Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and srvnrally, fairly, by these presents, THE CONDI"1lON OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated _November 22 X2005, for the construction of Vereda Bikeway Undercrossing, CIP No. 124 Fed 11 STPLER-5372(008) forthe City of San Juan Capistrann, Orange County, California. NOW, THEREFORE, 1f the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within. fifteen (15) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with the.bid as accepted, and if the Principal shall .give the c cquiced bond with good and sufficient sureties, of sureties for the faithful performance and proper fultillmrnt of such contract and for the protection of laborers and materiaimen, or In the event of the withdrawal of said bid within the periods specified, or the failure to enterAnto said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after requestby the ('Ity, pay the City the difference Between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the towner, then . the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. Further, as a part o1 the obligation scoured hereby, and in addition to the fact arnount specified therefor, there shall be Included costs and reasonable expenses and fess, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. BB-1 IN WITNESS ; WHEREOF., the above-bounden parties have exec utcd this instrument under their several seals this 17th day of Nov_, K1200- � the name and corporate •seal of tach corporatc . paxty being atiixed hereto and these presents duly sign--d by its undersigned representative pursuant to authority of its governing body. Two Witnesses (If Individual) JOHN S MEEK MPAN INC PRIN IP/U BY: �� J ✓/✓ Title' zl ATTEST (it Corporation) Corporate Seat GREAT AMERICAN INSURANCE COMPANY SURE ATTEST r BY Rhonda C. Abel TLtle: Attorney-in-Fact See attached Fower of Attorney Tillc f PPROV AS TO FORM: J John Shaw, CityAttorney- SB-2 CALIFORNIA ALL-PURPOACKNOWLEDGMENT . No.6907 State of California County of Orange On November 17. 2005 before me, Jeri Apodaca,Notary Public DATE NAME,TITLE OF OFFICER-E.G.,"JANE DOE,NOTARY PUBLIC" personally appeared Rhonda C. Abel NAME(S)OF SIGNER(S) ® personally known to me -OR- ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. JERI APODACA Comm.#1379729 j �� NOTAev rusuy LIC WITNESS m hand and official seal. oenge County Idy Comm Eque,On 12,1006 (`/-'\�� 1(L`�,,7,. --Q�----�51GNAT E OF NOTARY m� OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) LIMITED GENERAL ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR NUMBER OF PAGES ❑ OTHER: SIGNER IS REPRESENTING: DATE OF DOCUMENT NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S)OTHER THAN NAMED ABOVE S-4067/GEEF 2/98 ©1993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 • GREAT AMERICAN INSURANCE COMPANY® Administrative Office:580 WALNUT STREET• CINCINNATI,OHIO 45202. 513.389.5000• FAX 513.723-2740 The number of persons authorized by this power of attorney is not more than SIX No.0 14079 POWER OF ATTORNEY KNOW ALL MEN BY TRESE PRESENTS:That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized and existing under and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below its true and lawtbl attomeyin-fact,for it and in its time,place and stead to execute in behalf of the said Company,as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof;provided that the liability of the said Company on any such bond,undertaking or contract of suretyship executed under this authority shall not exceed the limit sated below. Name Address Limit of Power STANLEY C.LYNN ALL OF ALL JAMES A.SCHALLER IRVINE UNLIMITED JANE KEPNER CALIFORNIA NANETTE MARIELLA-MYERS RHONDA C.ABEL SUZANNE EDWARDS This Power of Attorney revokes all previous powers issued in behalf of the attomey(s)-in-fact named above. M WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and is corporate seal hereunto affixed this 106 day of, JANUARY , 2004. Attest GREAT AMERICAN INSURANCE COMPANY STATE OF OHIO,COUNTY OF HAMILTON-as: DAVID C.KrcNa+ (513-3693811) On this IOP day of JANUARY 2004, before me personally appeared DAVID C.KITCHIN,to me known,being duly swom,deposes and says that he resides in Cincinnati,Ohio,that he is the Divisional Senior Vice President of the Bond Division of Great American Insurance Company,the Company described in and which executed the above insttummnt;that he knows the seal of the said Company;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his time thereto by like authority. This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated March 1,1993. RESOLVED:That the Division President,the several Division Vice Presidents and Assistant Vice Presidents,or any one oflhem,be and hereby is authorized from time to time,to appoint ane or more Attorneys-m-Fact to execute on behalf of the Company,as surety,any and all bonds,undertakings and contracts ofstaelysbep,or other written obligations in the nature thereof,-to prescribe their respective duties and the respeedw limits oftheir authority;and to revoke any such appointment at any time. RESOLVED FURTHER:That the Company seal and the signature of any of the aforesaid afters and any Secretary or Assistant Secretary of the Company maybe axed byfacsimile to an ypower of attorney or certificate of either given for the ezeciatan of any bad,undertaking,contract or suretyship, or other written obligation in the nature thereof,such signature and seal when so used being hereby adopted by the Company as the original signature ofsuch oricer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually q#7xed CERTIFICATION 4 RONALD C.HAYES,Assistant Secretary of Great American Insurance Company,do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of Mach I,1993 have not been revoked and are now in full force and effect. Signed and sealed this 17th dayof, November , 2005 8 1029r(1IMI) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of Z& i On00. .11'1 OO�^MM before me, H ¢.. personally appeared / — Nameater(eN-J� Coe, Naeof stgner(s) //personally known to me ❑ proved to me on the basis of satisfactory evidence to be the persol whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shelikey executed the same in his/herJil authorized EMILY J.Wl capacity(ies), and that by his/heril Commission#r 1513023 signature() on the instrument the person(N, or Fill Public-Ccdkxft the entity upon behalf of which the person(3) LOS&vanCouYy acted, executed the instrument. MVComm.E>0ss Shp 12, WITNESS my hand and official seal. gnal Ot Notary Public OPTIONAL v Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document:1.8L6' Document Date: `AoL) ,, n,. w Number of Pages: �-• _ Signer(s)Other Than Named Above: �JLX o-.- nrvs x.�_ Capacity(ies) Claimed by Signer Signer's Name: 44, iL _ , y Ll Individual &.Af�s^� r9PormNmbnere B� - Corporate Officer —Title(s): ❑ Partner — ❑ Limited ❑General ❑ Attorney-in-Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: /n� /f Signer Is Representing: ,� �B v L�/�a4M4if . �Ytn•c_ . G,-- U 01999 National Notary Association-9350 De Sato Ave..P.O.Sov 2402-ChatervodM1,CA 91313-2402-.nationalnoti org Prod No.5907 Reorder Call Tolll-Free 1-600.6]6662] • • 7/3/2007 AGENDA REPORT D4 TO: Dave Adams, City Manager FROM: Nasser Abbaszadeh, Engineering & Building Director SUBJECT: Consideration of Notice of Completion — Vereda Bikeway Undercrossing (John S. Meek Company) (CIP No. 124) RECOMMENDATION By motion: 1. Adopt a Resolution declaring the work for the Vereda Bikeway Undercrossing Project complete, accepted and approved; and, 2. Accept Contract Change Orders No. 1 and No. 2 in the amounts of $102,688.97 and $16,410.00, respectively; and, 3. Direct the City Clerk to process the recording of a project Notice of Completion; and, 4. Authorize staff to release the retention in the amount of$57,386.40, 35 days after recordation; and, 5. Authorize the transfer of $363,139.94 from Parks and Recreation Fund, account 04-4436 to the project account, 12-65300-4704-124, to cover additional costs incurred by Metrolink and MCI for construction labor outside of their anticipated scope of work. SITUATION A. Summary and Recommendation The work to finish the Vereda Bikeway Undercrossing has been completed to the satisfaction of the City Engineer and is ready for acceptance and recordation of a Notice of Completion with the County Recorder. B. Background The Vereda Bikeway has provided a grade separated undercrossing of the OCTA rail crossing adjacent to the north bank of San Juan Creek. It is the final Agenda Report • • July 3, 2007 Page 2 link of the bikeway along San Juan Creek within San Juan Capistrano. Major construction involved installation of a pre-cast railroad bridge and several large retaining walls to form the bikeway. Major funding for the construction phase of this project has been provided from a Federal Transportation Enhancement Act (TEA) grant in the amount of $1,078,912 which is administered by Caltrans. The remaining funding budgeted for this project has come from the Parks, Recreation, and Equestrian Funding account. Construction Management Services for the project were provided by J.L. Patterson and Associates. The construction contract was awarded to the John S. Meek Company, Inc. Construction began the week of March 13th, 2006. Final construction of the project was completed on January 23rd, 2007. COMMISSIONS/BOARD REVIEW, RECOMMENDATIONS Not applicable. FINANCIAL CONSIDERATIONS The project was awarded at $1,734,444.00 and completed for $1,853,522.97. Staff is recommending approval of Change Orders No. 1 and No. 2 to cover additional work encountered during construction of the project. Contract Change Order One (CCO1) is in the amount of $102,688.97, a non- compensable time extension of 136 calendar days. It includes storm drain modifications to comply with County of Orange standards as well as plan changes due to additional unknown underground utilities that were found. It also includes electrical changes to provide lighting to the Vons parking lot per an agreement between the City and the Donahue Schriber Property Management Group (DSPMG) to address impacts to their property. Contract Change Order Two (CCO2) is in the amount of $16,410.00. It consists of quantity adjustments for additional work incurred by the drainage modifications. It also includes credits for a decrease of quantities in chain link fencing and steel piling. The total cost of the project, including construction, construction management, inspection, permits and staff support is about $2.45 million. The project budget allocated was approximately $2.1 million for the project resulting in an increase of $363,139.94. The reason for this increase is due to CCO1, CCO2, as well as additional incurred costs by Metrolink and MCI. However, the contract change orders total $119,098.97, equating to roughly 6.9% of overall increase in the construction contract budget and is reasonable given the size of the contract. The remaining costs incurred Agenda Report • July 3, 2007 Page 3 from MCI and Metrolink for telecommunication line relocation and additional flagging, respectively, were incurred due to more crane work than was initially anticipated, resulting in an increase of $196,352.36 over the originally agreed amounts. Additionally, the project still requires a payment for land to grant a public easement to the Orange County Flood Control District from the DSPMG in the amount of $22,000. This will come through a future agreement that will be deferred to a later City Council date. Outlined below is a project summary citing major funding sources as well as expenditures. Funding Sources Amount Project Amount Expenditures Measure M — $100,000.00 Metrolink $253,922.96 TDM Grant Agreement (Construction Only) Federal TEA $1,078,912.00 John S. Meek $1,734,444.00 Grant— Construction (Construction Contract Only) Parks & $904,000.00 John S. Meek $102,688.97 Recreation Change Order Funding No. 1 John S. Meek $16,410.00 Change Order No. 2 J.L. Patterson $214,913.29 Construction Management Contract MCI 101,672.72 Reimbursement Agreement Donahue $22,000.00 Schriber Easement/Land Agreement Total $2,082,912.00 Total $2,446,051.94 The project has exceeded the allocated budget by $363,139.94. This amount is requested to be appropriated from the Parks and Recreation Fund to finance the outstanding portions of this project. Funds for this project are budgeted in Account No. 12-65300-4704-124 for Fiscal Year 2006-2007. Agenda Report • • July 3, 2007 Page 4 NOTIFICATION The following parties received notification of this Council agenda report. John S. Meek Company* *Agenda report included RECOMMENDATION By motion: 1. Adopt a Resolution declaring the work for the Vereda Bikeway Undercrossing Capital Improvement Project complete, accepted and approved; and, 2. Accept Contract Change Orders No. 1 and No. 2 in the amounts of $102,688.97 and $16,410.00, respectively; and, 3. Direct the City Clerk to process the recording of a project Notice of Completion; and, 4. Authorize staff to release the retention, in the amount of $57,386.40, 35 days after recordation; and, 5. Authorize the transfer of $363,139.94 from Parks and Recreation Fund, account 04-4436 to the project account, 12-65300-4704-124, to cover additional costs incurred by Metrolink and MCI for construction labor outside of their anticipated scope of work. Respectfully submitted: Prepared by: Nasser Abbaszadeh, P.E. Brian Ige Engineering & Building Director Engineering Assistant NA/Bl:ml Attachment 1. Location Map 2. Contract Change Order No.1 3. Contract Change Order No. 2 4. Resolution 5. Notice of Completion W U !n F- F- O Z O z ouF-d d l � Q: Q > 06 A SO „ l w� J l L. soon ISOI VON3AV1 so� OlNOl3OV_03Wd � lh a 0 -U dS/80 0 .2. y 2 U ATTACHMENT 1 CITY OF SAN JUAN CAPISTRANO CONTRACT CHANGE ORDER In accordance with the contract provisions, the following changes in the contract and/or contract work are hereby authorized and as compensation, the following additions to or deductions from the contract price are hereby approved. Change Order No. 1, Page 1 of 4 Beginning Contract Date: March 13, 2006 Date: March 14, 2007 Contract Amount: $1,734,444.00 Project Number 124 This Change Order: $102,688.97 Location: Vereda Bikeway Underpass Adjusted Contract Amount : $1,837,132.97 ITEM DESCRIPTION OF CHANGES DECREASE INCREASE IN NUMBER IN CONTRACT CONTRACT PRICE PRICE The following items of work are necessary to complete the project and are additional to the work included in the original bid CN 001 Add 4" steel conduit to the deck of the underpass structure as a construction requirement by SCRRA. $17,250.00 Scope Increase from original plans. CN 002 Modify the location and installation of the Landscape Irrigation system located at the south end of the Vons parking lot. This installation was not identified in the design documentation, but repair and relocation into a sleeved conduit system was required to return the Von's parking lot to original condition after construction is completed. $7,100.00 Scope Increase from original plans. CN 003 Additional potholing was required to locate existing drainage and water systems in the vicinity of the Bikeway. During initial excavation it was discovered that additional underground installations were located within the construction limits, and utilities were not at As-built elevations and $3,719.22 alignments. CN 004 Modifications to the existing drainage system at Bikeway Station 2+00 were required to compensate for profile variations in the existing system. This CN provides for revisions to the profile of the new $2,216.00 drainage system to adjust to existing elevations. CN 005 Modify the existing drainage system outlet through the concrete channel lining of San Juan Creek. The existing channel wall was cut out with the concurrence of the County, and the outlet lowered to the design elevation originally called out in the $27,686.86 design documents. ATTACHMENT 2 CITY OF SAN JUAN CAPISTRANO CONTRACT CHANGE ORDER Change Order No. 1, Page 2 of 4 Date: March 14, 2007 Project Number 124 Location: Vereda Bikeway Underpass ITEM DESCRIPTION OF CHANGES DECREASE IN INCREASE IN NUMBER CONTRACT CONTRACT PRICE PRICE CN 006 Complete modifications to the drainage installations at Bikeway Stations 2+00 and 4+00. Station 2+00 included installation of an additional precast drainage box and realignment of a previously unknown drainage pipe from the Water Treatment plant. Station 4+00 included revision of the design to provide a 12"PVC pipe and a drop inlet with bicycle grate in the Vons parking lot, and deletion of the previously designed installation, in order to fit the drainage system to the profile of the existing San Juan Creek outlet 18" RCP. $15,056.57 CN 007 Add PC-30 Swing Check Valve to gravity drain line, and remove flap gate on channel wall. Required by County of Orange Drainage inspection. Scope Increase from original $3,952.52 plans. CN 008 Add Hydroseeding to the project, in the sloped areas adjacent to the Bikeway and the park. Hydroseeding is $2,970.00 necessary to hold the slopes against erosion while awaiting possible future landscaping by the City in a subsequent Contract. Scope Increase from original plans. CN 009 Electrical Revisions Part A -$1,774.45 to replace luminaire on lighting pole adjacent to Von's parking lot. Original luminaire was unsafe for re-installation per inspection by the electrician. Part B - $3,815.70 to install new electrical conduit per City Inspector direction, from area of SCRRA bridge to City maintenance building Part C - $2,288.50 to install more secure stainless steel instead of plastic pump control box for the sump pumps. Part D - $9,467.95 to install new conduit and conductors for light fixture at Vons parking lot and edge of the $17,346.60 bikepath. Parts A thru D - Scope Increase from original plans. CN 010 Additional AC Paving at Von's parking lot and in City Maintenance Yard. Revisions to the drainage inlet locations were required due to the drainage line revisions in $3,391.20 CN 006. 0 CITY OF SAN JUAN CAPISTRANO CONTRACT CHANGE ORDER Change Order No. 1, Page 3 of 4 Date: March 14, 2007 Project Number 124 Location: Vereda Bikeway Underpass ITEM DESCRIPTION OF CHANGES DECREASE IN INCREASE IN NUMBER CONTRACT CONTRACT PRICE PRICE CN 011 Part A - $1,400 for additional striping in Von's Parking lot as requested by City Part B - $600 for installation of Straw fiber rolls at slopes under overpass. Necessary to stop erosion from slopes until hydroseeding can germinate and grow roots to stop slope $2,000.00 erosion. CN 012 Add 136 calendar days as a No-Cost addition to the contract, with Final Completion of the Project set on Tuesday, January 23, 2007 after final County of Orange Inspection of drainage installation and acceptance of the project. This additional time is to adjust the Contract duration for the time impacts of CN 001 through CN 011, plus taking into account Final Acceptance by the County scheduled after official Grand Opening and City Effective No-Cost Occupancy dated October 28, 2006. Time extension required because of the coordination required to obtain County approval for modifications to the San Juan Creek channel lining, to provide revised designs based on actual elevations for the drainage systems at Stations 2+00 and 4+00, and to provide for additional material procurement and installation effort required. CITY OF SAN JUAN CAPISTRANO CONTRACT CHANGE ORDER Change Order No. 1, Page 4 of 4 Date: March 14, 2007 Project Number 124 Location: Vereda Bikeway Underpass Change in Contract Price Due to this Change Order $102,688.97 Net Chan e in Contract Price $102,688.97 The additional work contained within this Change Order can be performed incidental to the prime work, but will require a no-cost time extension of 136 days as indicated by CN 012, for a final contract completion date of January 23, 2007. It is therefore mutually agreed that the number of calendar days extension of time, provided for in this change order is required for the change of work provided herein, and that no direct or indirect, incidental or consequential costs, expenses, losses or damages have been or will be incurred by Contractor, except as expressly granted and approved by this Change Order, and further that the payment under this change order is the final and complete compensation for the subject work. ACCEPTANCE DATE Accepted by �s l4 IL D John//SM/�ek /nonsntruction Recommended by r�6 (op o 7 Brian Ige, En meering Assistant Approved by 7,4— 6 Director of Engineering& Building CITY OF SAN JUAN CAPISTRANO CONTRACT CHANGE ORDER In accordance with the contract provisions, the following changes in the contract and/ or contract work are hereby authorized and as compensation, the following additions to or deductions from the contract price are hereby approved. Change Order No. 2, Page 1 of 2 Beginning Contract Date: March 13, 2006 Date: March 14, 2007 Contract Amount thru CO 001: $1,837,112.97 Project Number 124 This Change Order CO 002: $16,410.00 Location: Vereda Bikeway Underpass Adjusted Contract : $1,853,522.97 ITEM DESCRIPTION OF CHANGES DECREASE INCREASE NUMBER IN IN CONTRACT CONTRACT PRICE PRICE The following items of work are necessary to complete the project and are revisions to the Bid Item Quantities included in the original bid 2220.1 Increase item (Unclassified Excavation and Disposal) from 3460 CY to 4010 CY to adjust for additional excavation required for additional drainage installations in CCO 001, detailed in CN $19,250.00 004, CN 005, and CN 006 2220.3 Increase item(Structure Excavation) from 1000 CY to 1160 CY to adjust for additional excavation required for additional drainage installations in CCO $5,600.00 001, detailed in CN 004, CN 005, and CN 006 2513.1 Increase Item (Asphalt Concrete Class C2) from 104 CY to 114 CY to adjust for additional length of the bikeway AC paving necessary to match existing AC bikeway at each end. $2,200.00 2820.1 Decrease Item (Chain Link Fence(Type CL-6)) $8,540.00 From estimated quantity of 591 FT to reflect actual installed length of 347 FT 2835.1 Increase Item (Furnish and Drive 14BP117 Steel Pile at Abutments) from 337 Ft to 360 FT)to reflect $3,450.00 actual installed length. 2835.2 Decrease Item (Furnish and Drive 14BP117 Steel Pile at Bents) from 397 Ft to 360 FT, to reflect $5,550.00 actual installed length. ATTACHMENT CITY OF SAN JUAN CAPISTRANO CONTRACT CHANGE ORDER Change Order No. 2, Page 2 of 2 Date: March 14, 2007 Project Number 124 Location: Vereda Bikeway Underpass Change in Contract Price Due to this Change Order $16,410.00 Net Change in Contract Price $16,410.00 The additional work contained within this Change Order can be performed incidental to the prime work and within the time allotted for the original Contract and any extensions to the Contract Time made by this and all previously issued Change Orders, if any. It is therefore mutually agreed that the number of calendar days extension of time, if any, provided for in this change order is required for the change of work provided herein, and that no direct or indirect, incidental or consequential costs, expenses, tosses or damages have been or wilt be incurred by Contractor, except as expressly granted and approved by this Change Order, and further that the payment under this change order is the final and complete compensation for the subject work. ACCEPTANCE t DATE Accepted by Wt 6 la o" John, /Meek Construction Recommended bydGGG D �7 Brian Ige, Engmeering Assistant / Approved by Z� zoi �2 1' Director of Engineering & Building RESOLUTION NO. 07-03-07-01 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE VEREDA BIKEWAY UNDERCROSSING (JOHN S. MEEK COMPANY) (CIP No. 124) WHEREAS, on the 6t' day of December 2005, the City of San Juan Capistrano entered into a contract with the John S. Meek Company, Inc., 14732 South Maple Avenue, Gardena, CA 90248 for construction of the Vereda Bikeway Undercrossing; and WHEREAS, the Director of Engineering and Building has evaluated the final quantities and cost figures and recommends approval. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of San Juan Capistrano does resolve as follows: SECTION 1. That the work required to be performed by said Contractor has been completed. SECTION 2. That the total cost of said work is $1,853,522.97. SECTION 3. That the work is hereby accepted and approved. SECTION 4. That the City Clerk is directed to forward forthwith Notice of completion to the County Recorder of the County of Orange for Recordings. PASSED, APPROVED, AND ADOPTED this 3`d day of July 2007. r SAM / l i G i ALLEVATO, MAYOR ATTEST: 4 MAI' A MONAHAN, CITY CLERK STATE OF CALIFORNIA ) COUNTY OF ORANGE CITY OF SAN JUAN CAPISTRANO ) I, MARGARET R. MONAHAN, appointed City Clerk of the City of San Juan Capistrano, do hereby certify that the foregoing Resolution No. 07-07-03-01 was duly adopted by the City Council of the City of San Juan Capistrano at a Regular meeting thereof, held the 3rd day of July 2007, by the following vote: AYES: COUNCIL MEMBERS: Nielsen, Uso, Hribar, Soto and Mayor Allevato NOES: COUNCIL. MEMBER: None ABSENT: COUNCIL MEMBER: None MA GARET R. MONAHAN, City Clerk • deft • =:. 32400 PASEO AOELANTO - fA� MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 � J SAM ALLEVATO (949)493-1171 mmevannrEo (949)493-1053 FAX THOMAS W HRIBAR [SiRAIIf X[0 IA6I MARK NIELSEN www sanpioncapistrano.org (77( JOE SOTO • DR LONDRES USO NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on July 3, 2007 in the City Council Chamber in City Hall, to consider: "Consideration of Notice of Completion - Vereda Bikeway Undercrossing (John S. Meek Company) (CIP No. 124)" — Item No. W. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m, on Monday, July 2, 3007 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Brian Ige, Engineering Assistant. You may contact that staff member at (949) 443-6350 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanivancapistrano.orp. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: cityclerk(a)sanivancapistrano.org. Meg Monahan, MMC City Clerk cc: John S. Meek Company'; Nasser Abbaszadeh, P.E., Engineering & Building Director; Brian Ige, Engineering Assistant Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future �� PnMed on loo"lo,ecyded paper i • Javan 32400 PASCO ADELANTO v i%, 1 � A A MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 (948)493-1171 SAMALLEVATO (949)493-1053 FAX fy 1110111,0111119 THOMAS W.HRIBAR FS www.sanjuancapistrano.org I�IbFO I IBBI _ MARK NIELSEN • JOE SOTO • DR.LONDRES USO July 5, 2007 Clerk-Recorder's Office County of Orange P.O. Box 238 Santa Ana, California 92701 Re: Document for Recording — Notice of Completion Vereda Bikeway Undercrossing SENT VIA CERTIFIED MAIL The noted document is enclosed for recording: When placed of record, please return the recorded documents to this office. Thank you for your assistance. Very truly yours, (DOni Mail Only;NO Insurance Cove!910,ded) M Mon han, MMC U.S. Postal Service... ity Clerkcc I CERTIFIED MAIL,. RECEI Ln C rian Ige, Engineering Technician nJ n ° Poe epe s nJ p Cenllied Fee O Postmark Rei O (E mentRr diesrGQ Mere O R•ebkled De1Nery Fee Iq (EndoreemeM Ra�Ubed) fol Iq Toted Po $ et•B•8 F00e8 M 0 bees TO Oij oe r 8neeiAPI. 7 - -------- •• -----•-- ------- Wsirs•----- -------'�'�`".��---•------•------------------- gj San Juan Capistrano: Preserving the Past to Enhance the Future J Printed on 100%ienytletl paper 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 /% SAMALLEVATO (949)493"1171 }/y$ m[ORIOIIAIFI THOMAS W.HRIBAR (949)493-1053 FAx ESTIIIIdl(1 1961 MARK NIELSEN www.sanjuancapistrano.org 1776 JOE SOTO • • DR.LONDRES USO July 26, 2006 John S. Meek Company 147 South Maple Avenue Gardena, CA 90248 Re: Vereda Bikeway Undercrossing To whom it may concern: At their meeting of July 3, 2007, the City Council of the City of San Juan Capistrano adopted Resolution 07-07-03-01 accepting the work as completed for the Vereda Bikeway Undercrossing. A copy of the recorded Notice of Completion is enclosed for you records. The retention will be payable upon 35 days from recording of the Notice of Completion. The Notice was recorded on July 18, 2007; therefore, the final payment in the amount of $57,386.40 may be released on August 22, 2007. 3yh e ny questions, please do not hesitate to call. I /yours, / U,V�I iris Deputy City Cler cc: Ayako Rauterkus, Engineering Assistant Dottie Crawford, Accounting Technician San Juan Capistrano: Preserving the Past to Enhance the Future �, Printed on 100%recycled paper AFFIDAVIT OF PUBLICATION P$"eEIDdCATION STATE OF CALIFORNIA, ) r& OCT 28 P 3: 58 ) ss. County of Orange ) CITY CLERK I am a citizen of the United States and a resident SAN JUAN C APISTR ANO of the County aforesaid;I am over the age of eighteen years,and not a party to or interested Proof of Publication of in the above entitled matter.I am the principal clerk of the Capistrano Valley News, a newspaper that has been adjudged to be a wnen wvmm sloe newspaper of general circulation by the Superior Van"�Y�°"� Court of the County of Orange, State of Nok=fti ^^ weaoaqa C UMMtCRMMCalifornia,on June 7, 1984, Case No.A-122949 2dq 2the CtoSu� ww 21.00 Pw on in and for the City of San Tuan Capistrano, n � � Courgn Cnrrbwa. p.m. w' Novernbw 8,3005,F Rie CaPin d 0u Plena MW�ere an aN d Vq CRY County of Orange, State of California; that the a sen dwn d o,o o notice,of which the annexed is a true printed srorore.cn rd� be 01� �p:is d copy,has been published in each regular and ossa: ocbbw 5.2005 entire issue of said newspaper and not in any err CAUFOOM PubWad:CqA*-VAUY NWr Cdobw A 27,2005 supplement thereof on the following dates,to -sas wit: October 13,27,2005 "I certify(or declare)under the penalty of perjury under the laws of the State of California that the foregoing is true and correct": Executed at Santa Ana,Orange County, California,on Date: October 27,2005 Signature Capistrano Valley News 625 N. Grand Ave. Santa Ana,CA 92701 (714)796-2209 NOTICE OF TRANSMITTAL CAPISTRANO VALLEY NEWS Legal Publications CHARGE TO ACCOUNT NO: 0041125000 FOR PUBLICATION ON: THURSDAY, OCTOBER 13, 2005 THURSDAY, OCTOBER 27, 2005 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS —Vereda Bikeway Undercrossing PROOF OF PUBLICATION: Please fax to: City Clerk's Office, City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 fax (949) 493-1053 telephone (949) 493-1171 AUTHORIZED BY: /s/ Margaret R. Monahan DATE: October 5, 2005 Date of Bid Opening - 11/22/05 Date(s) notice published - 10/13/05 - 10/27/05 Date affidavit received - Date notice posted in - 10/13/05 designated posting places NOTICE INVITING BIDS VEREDA BIKEWAY UNDERCROSSING/GAP CLOSURE Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for VEREDA BIKEWAY UNDERCROSSING/GAP CLOSURE, until 2:00 p.m, on the 22nd day of November 2005. A pre-bid conference is scheduled for 2:00 p.m. on November 8, 2005, in the City Council Chambers. Copies of the Plans and Specifications are on file at the City Clerk's Office, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at the non-refundable charge of$30 plus a charge of$10 for each set of Plans and Specifications mailed. Dated: October 5, 2005 jAR RET R. MONAHAN, CITY CLERK TY SAN JUAN CAPISTRANO AN E COUNTY, CALIFORNIA FOR OFFICE USE ONLY: STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING CITY OF SAN JUAN CAPISTRANO ) AND PUBLICATION I, MARGARET R. MONAHAN, declare that I am the duly appointed and qualified City Clerk of the City of San Juan Capistrano; that on October 13, 2005, 1 caused the above Notice to be posted in three (3) public places in the City of San Juan Capistrano, to wit: City Hall; Community Center Reception Area; Orange County Public Library AND, that on October 13, 2005, the above Notice was published in the Capistrano Valley News newspaper. I declare under penalty of perjury that the foregoing is true and correct. MA GA R. MONAH16A, C Y LERK� City of San Juan Capi r no, California VEREDA BIKEWAY UNDERCROSSING/GAP CLOSURE NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, W to 2:00 p.m., on the 22nd day of November 2005, receive sealed proposals or bids for Vereda Bikeway Undercrossing/Gap Closure of the OCTA Rail Corridor (CIP No. 124) in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 2000 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Any person desiring to submit a bid proposal in response to this bid package must first purchase the bid package. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the total bid amount. The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the City of San Juan Capistrano in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for the work. A pre-bid conference is scheduled at 2:00 p.m. on the 8th day of November 2005, in the City Council Chambers. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City of San Juan Capistrano shall not disseminate any records of the conference. Exclusive of written addenda and this pre-bid conference, the City of San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to famish a Faithful Performance Bond equal in the amount of one-hundred percent (100%) of the contract price. The surety bond company must be selected from among the surety companies set forth in the Standard Specifications. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that, which in the opinion of the City of San Juan Capistrano, will best serve the interests or needs of the City of San Juan Capistrano. A time limit of one hundred eighty (180) calendar days has been set for the completion of the work, from the date of the Notice to Proceed. 1 BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, dies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of$30, non-refundable, is required for obtaining each set of plans and specifications. There will be a $10 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License Number and Classification of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the Council members of the City of San Juan Capistrano and is dated this 5th day of October 2005. AR T R. MONAHAN, CITY CLERK ITY O SAN JUAN CAPISTRANO GRAN E COUNTY, CALIFORNIA 2 12/6/2005 AGENDA REPORT H 2d TO: Dave Adams, City Manager FROM: Nasser Abbaszadeh, Engineering & Building Director SUBJECT: Consideration of Award of Contract, Vereda Bikeway Undercrossing (CIP No. 124) RECOMMENDATION By motion, award the contract for the Vereda Bikeway Undercrossing to the low responsible bidder, and reject all other bids. SITUATION A. Summary and Recommendation Bids were opened December 1, 2005, for the Vereda Bikeway Undercrossing. As the bids were not opened prior to preparation of this agenda report, the information regarding the low responsible bidder and bid amount will be presented to the Council by separate memo prior to the Council meeting. Staff is recommending that the City Council award the contract to the low responsible bidder. B. Background The Vereda Bikeway will provide a separated pedestrian undercrossing of the OCTA rail crossing adjacent to the north bank of San Juan Creek. It is the final link of the bikeway along San Juan Creek within San Juan Capistrano. Major funding for the construction phase of this project has been provided from a Federal Transportation Enhancement Act (TEA) grant in the amount of $1,078,912 which is administered by Caltrans. In October the City was notified that in order to retain the TEA funds the construction phase must be awarded by December 31, 2005. Due to the December date, it was necessary to advertise the project and allow contractors time to prepare bids. Therefore, acceptance of bids was scheduled for November 22, 2005. Due to an outstanding right of way issue and Caltrans regulations regarding opening of bids prior to obtaining all right of way, the bids could not be opened until December 15t. Since agenda reports for this Council meeting were due prior to that date, information regarding the low bidder, subcontractors and bid amount will be provided by a separate memo. Agenda Report • • December 6, 2005 Page 2 COMMISSIONS/BOARD REVIEW, RECOMMENDATIONS The project was reviewed by the Parks, Recreation and Equestrian Commission and the City Council. FINANCIAL CONSIDERATIONS The design engineer's estimate for construction is $1,561,490. There is sufficient funding in the 2005-2006 Capital Improvement Program budget (CIP #124). NOTIFICATION Orange County Transportation Authority, Attention: Jennifer Bergener' Caltrans, Attention: Ben Mogahadasi* Southern California Regional Rail Authority/Metrolink, Attention: Naresh Patel* J. L. Patterson, Attention: Naren Patel* * Agenda report included RECOMMENDATION By motion, award the contract for the Vereda Bikeway Undercrossing to the low responsible bidder, and reject all other bids. Respectfully submitted: Prepared by: Nasser Abbaszadeh R. Anthony Foster Engineering & Building Director Engineering Assistant/Trail Coordinator Attachment 1. Location Map THE CITY OF SAN JUAN CAPISTRANO 4;7.2t'i Ice WL PROJECT 11-04 0 T T7 i T a 3000 6000 9000 Feet ATTACHMENT I • 12/6/2005 H 2d SUPPLEMENTARY AGENDA REPORT TO: Dave Adams, City Manager FROM: Nasser Abbaszadeh, Engineering and Building Director SUBJECT: Consideration of Award of Contract, Vereda Bikeway Undercrossing (CIP No. 124) (John. S. Meek Company, Inc.) City Council Priority No. 4 RECOMMENDATION By motion, award the contract for the Vereda Bikeway Undercrossing to the low responsible bidder, John. S. Meek Company, Inc., in the amount of $1,734,444.00, and reject all other bids. (Note: This recommendation has been revised from the original agenda report recommendation) SITUATION: As explained in the Background section of the previously submitted Agenda Report, there were outstanding right of way issues which caused a delay in Caltrans certification of the project, which was necessary prior to opening bids. Right of way certification was obtained on December 1, 2005 and bids were opened on December 2. Of the five bids received the John S. Meek Company was the low bidder. The bids are as follows: John S. Meek $1,734,444 Reyes Construction $1,895,400 G. B. Cooke $1,907,630 Beador Construction $1,958,700 Metro Builders $2,195,466 The subcontractors included in the Meek proposal are: R. R. Leonard of Santa Fe Springs for rebar Imperial Paving of Whittier for AC paving Alcorn Fence of Orange for fencing Pastusak Plumbing of Long Beach for sewer and storm drain K-M Industrial of Long Beach for anti-graffiti coating Ayala of Fontana for pipe boring J V Land Clearing of San Dimas for clearing and grubbing A J Kirkwood of Tustin for electrical + Supplementary AgendOeport • Page 2 December 6, 2005 RECOMMENDATION: By motion, award the contract for the Vereda Bikeway Undercrossing to the low responsible bidder, John. S. Meek Company, Inc., in the amount of $1,734,444.00, and reject all other bids. (Note: This recommendation has been revised from the original agenda report recommendation) Respectfully submitted, Prepared by, Nasser Abbaszadeh, P.E. R. Anthony Foster Engineering and Building Director Engineering Assistant 32400 PASEO ADELANTO �� ] - A MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 �� !L.17� ¢I SAM ALLEVATO (949)493-1171 (949)493-1053 FAX • ),J IAfAAPORATfO DIANE BATHGATE FSIAILISH O 1961 WYATT HART www.sanjuancapislrano.org I]j6 3OE ROTO DAVID M.SWERDLIN December 9, 2005 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On December 6, 2005 the City Council of San Juan Capistrano met regarding: "Consideration of Award of Contract, Vereda Bikeway Undercrossing (CIP No. 124)" Item No. 1-12d. The following action was taken at the meeting: Contract for the Vereda Bikeway Undercrossing awarded to the low responsible bidder John S. Meek, Co., Inc., in the amount of$1,734,444.00, and all other bids rejected. If you have any questions regarding this action, please contact R. Anthony Foster, Engineering Assistant at 443-6351 for more detailed information. Thank you, Mi�OrtizlJ Deputy City Clerk Cc: Jennifer Bergener, Orange County Transportation Authority*; Ben Mogahadasi, Caltrans'; Naresh Patel, Southern California Regional Rail Authority/Metrolink*; Naren Patel, J.L. Patterson*; Nasser Abbaszadeh, Engineering & Building Director; R. Anthony Foster, Engineering Assistant San Juan Capistrano: Preserving the Past to Enhance the Future iY Pnnletl en recYcletl Paper Ark 32400 PASEO ADELANTO I� MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 i (949)493-1171 SAM ALLEVATO (949)493-1053 FA% 13' IAf0Av0AAi[0 DIANE BATHGATE WY P K 177610 1961 OATT SOTORT wwxtsanJ uanca istrano.or • DAVID M.SWERDLIN NOTIFICATION OF MEE F POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on December 6, 2005 in the City Council Chamber in City Hall, to consider: "Consideration of Award of Contract, Vereda Bikeway Undercrossing (CIP No. 124)" — Item No. H2d. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, December 5, 2005 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member R. Anthony Foster, Engineering Assistant. You may contact that staff member at (949) 443-6351 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanivancapistrano.org. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: council-agendas(a)sanivancapistrano.org. Meg Monahan, CMC City Clerk cc: Jennifer Bergener, Orange County Transportation Authority*; Ben Mogahadasi, Caltrans*; Naresh Patel, Southern California Regional Rail Authority/Metrolink*; Naren Patel, J.L. Patterson*; Nasser Abbaszadeh, Engineering & Building Director; R. Anthony Foster, Engineering Assistant * Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future Pnnted on recycled paper • • 6/21/05 D10 AGENDA REPORT TO: Dave Adams, City Manager Ofl FROM: Nasser Abbaszadeh, Building and Engineering Director SUBJECT: Consideration of Approval of Plans and Specifications, Authorization to Call for Bids; Vereda Bikeway Undercrossing of LOSSAN Rail Corridor (CIP No. 124) City Council Priority No. 4. RECOMMENDATION By motion: 1. Approve the plans and specifications for the Vereda Bikeway Undercrossing of the LOSSAN rail corridor; and, 2. Authorize staff to advertise for bids to construct the undercrossing. SITUATION A. Summary and Recommendation Several years ago, the Orange County Transportation Commission (OCTA) blocked an unimproved pedestrian/bicycle crossing of the rail corridor adjacent to the north levee of San Juan Creek (see Attachment 1). As OCTA does not permit at-grade crossings, an undercrossing has been designed and is ready for construction. This project was listed as number 4 on the City Council priority list. Staff recommends Council approve the plans and specifications for the project and authorize staff to advertise for construction bids. B. Background This project will provide a safe, grade separated undercrossing of the Los Angeles to San Diego (LOSSAN) rail corridor. As shown on Attachments 2 and 3, in order to provide the undercrossing, a new rail bridge will be installed approximately 60' north of the existing rail bridge spanning San Juan Creek. Access ramps will be constructed east and west of the undercrossing which will connect to the existing trail behind Vons and to a new section of trail connecting the project to the recreational bridge crossing Trabuco Creek. The project also includes construction of retaining walls adjacent to the access ramps, a drainage system, modifying the City maintenance yard and replacement of landscaping, irrigation, and pavement behind Vons. Agenda Report • • June 21, 2005 Page 2 This undercrossing is the final link of the Vereda Bikeway for that section of the bikeway extending from Doheny State Beach in Dana Point to the east city limit of San Juan Capistrano. This trail is included on both the City and County of Orange Master Plan of Trails and will ultimately extend though Rancho Mission Viejo to Casper's Regional Park as a "Mountains to the Sea" trail. The City has attempted to improve this crossing for many years. A project proposed in the early 1980's would only be approved by the Atchison Topeka & Santa Fe Railroad (then owner of the line) upon completion of the bikeway east of the crossing. After the bikeway was completed to the east city limit, a second attempt was rejected as the railroad intended to replace their bridge spanning San Juan Creek and planned to incorporate an undercrossing into the project. However, after ten years of study and design, that project was terminated. While the railroad bridge was being studied and designed, OCTA acquired ownership of the rail line. The City and OCTA reviewed several alternatives to the bike trail crossing and agreed upon the undercrossing presented tonight. To fund the project OCTA and the City obtained a Transportation Enhancement Act (TEA) grant for $1,078,912. Additional funding is noted under the Financial Considerations section below. Funding which the City provided for the previously mentioned San Juan Creek rail bridge project was used for design and environmental studies. The project has been reviewed and approved by OCTA, the County of Orange, California Department of Fish & Game, Army Corps of Engineers, Metrolink/Southern California Regional Rail Authority, the Public Utilities Commission, MCl/WorldCom and Caltrans, administrator of the TEA grant. Easements for portions of the access ramps to the undercrossing will be granted by Donahue Schriber, owner of the Plaza del Rio (Vons) shopping center and the Orange County Flood Control District (OCFCD) pending some additional negotiations and plan corrections. COMMISSION/BOARD REVIEW AND RECOMMENDATION The project design has been reviewed and approved by the Park, Recreation and Equestrian Commission. This CIP was found by the Planning Commission to be in conformance with the General Plan and the trail is consistent with and shown on the General Plan Trail Map. A Negative Declaration was issued in July of 2000 and a categorical exclusion under NEPA was determined in November of 2003. FINANCIAL CONSIDERATIONS The estimated construction cost is $1,687,600 Source Available funding Measure M $ 100,000 Transportation Enhancement Act Grant $1,078,912 City Park Funds $ 508,688 Agenda Report • • June 21, 2005 Page 3 NOTIFICATION The following parties received notification of this Council Agenda Report: Jennifer Bergener, OCTA* Kanwal Singh, Caltrans* Naresh Patel, Metrolink/SCRRA* Dan Garden, MCl/WorldCom* Naren Patel, J.L. Patterson Elizabeth Schreiber, Donahue Schriber Jeff Dickman, County of Orange *Agenda report included RECOMMENDATION By motion: 1. Approve the plans and specifications for the Vereda Bikeway Undercrossing of the LOSSAN rail corridor; and, 2. Authorize staff to advertise for bids to construct the undercrossing. Respectfully submitted, Prepared by, Nasser Abbaszadeh, P.E. R. Anthony Foster Engineering and Building Director Engineering Assistant/Trail Coordinator NA/RAF:jcr Attachments: 1. Location Map 2. Sheet C-01 of project plans* 3. Sheet S-1 of project plans* *A full set of plans and specifications are available for review in the Council Office or from Tony Foster in the Engineering Department. THE CITY OF SAN JUAN CAPISTRANO 'A T- DEL ? T- PROJECT LOCATION 0 3000 6000 9000 Feet ATTACHMENT 1 N6VCONTROL - ,-1 C R,ROL•K DRIP pG +ICK EL7'3' p PERIORMILD BY TARO ENGINEERING AND CONSTRUCTION -- 1 1'197-]28} CMEIglJ" IT RN, - NORT� c1P,IT9e ¢Bi iwnY EL OLL� S11_3027 gGEEAAY _ Ep 6 A ;rvu' VSIu.G ELL, N TO - 111117 PI 6 IONI 91 xo 20IT 2 +0)}ISO RI 6t 92 10 IIS`` _ / RC NOT IHPEE 5 IS G:C ] R06]]929 5698}Blfi2 fit+0 nL1 DI gSlilvaI J _ _ FCP05N BNE PPIT R ABeG 09x99 5695') 6) '9)6 Esw S =flS33GBx 6 1S69Rp 1Ml lt}fl - 1 _{ �L/rte f - NJ STAT MIT IS. CCNTERLNE w p6}Y "`I - rXISTRX"A'IEIIERLX6 OFFSET 16)6 S & N " 70 2 ITS 2C 05 8}'RI 10 P, L OO CO J '10}096x 2 2 L1 01] GB,]/ Gly g, LP2a - BxpS/ I aTOR95 3x81' -- - -Cr0 �� 62O033Y SM CIp E Iii 189.02.21 +.29 IT �+ "EE 52J 11'1 SD a.. N0. RON PC/DESCRIPTION 60 AEL L141 ' 60 SJC-5 TO SPE 0 W LS182 WD SLY PXOPLNL'6E 6p _ LLVE E ON CmNo t_ N m so 1I CANS HE a ON, p ST'.Evf _- __ GRrnm-WATEP a IS EC- 2 SFI SCOPED x'L"soEw4E or =fL PLOPS s } ¢Ixx2Yu6 SLT 2 X 2 HVB ' ' so z x x 1u5 � 0'00 I.00 2'YG } 0. a•^0 S•OJ 6.OE 5•50 BIKEWAY ELEVATION PRmcsm C L YES BEMNG DSI S''C1' pG 5 BASO, p I A* BC SAES E'C4 ES f14 S 'Jf BY ]..u. PROPOSED RNCNAYGEOMETR DATA _ o rxxG E s _ awns O o c 91851) s689xz 6} STA J 2pr BREwAY [.Gose f ITS xa 4oe1 o 1 1 G X1 }gym _ -1'u'az9'gu=�rexLNE - „)666 bbj1' / Ep 17 111 -ON819 TO OR ] 11 19)92 vI / 85T}}p0 15H8]5 .._ 6_,01._35• Au<H5082.x1 JJ��F%YY '4C�, � r 6' r, �P 60) 8959e 562551 5 per' '0 _ 95.09 _O 9822 56905,O@_� C 569 }9 ' � R MIN - /Q'BiREW AY O P - 506 169 _I 5'S" 5'A 3099 _L /, PI 3 5.} 05 p99 fi L569]_6 4 B EEWAY EL 6 27 / 0 SS,Y AA OCTA OIL NM 5 NA N66 6}3"EI }68_— J g CPP SIP 1182'2219 OPC eS1_ 1598 �4`,7C21 / yYF l P - 18556x] 569090.9 II•S'11 PROP II.O'XACE E. 21]� 10519]5 15691)1,93 "�Q EX 51 XG iidL0.0AO ;'„pAV•1lNT SECTION RETAHING 1581 \ I�TApE INETRYI OR PCG SECT ON PXOM PO` 6 ° 19528)9 t 569100)0 1 -� CDT ]�� ' P W 5•A pJG 1°5'S M 4CTANKG WhL MNNIENANCE / R L AS PAVEMENT ROLE BI Pecpoha E oc ox +nRo �. s BIKEWAY STRIPING DETAIL Al \ 1c La C Gua \ f 1 IONIC AI y° 11 Ens118" S - �/ K EARRING 01 scaE g $ nyO,„ � 1 RELOCATE G 11C TIIR1 LO- IT . PRIOR ),P LW'IS N ROCK a ,{, OESCAN50 - qJ\.y0 \ _ r / SLOPE PRGTEtLOn REPTC11I eAS�u[xT Y6 Y I CD;110EecEMEnI \ L 17 e e VOR"T" PN= 1 VEPI BRAY \ �b \'T' 1 \ \ J P so E 4L D 62 } SEF OEINL S p \ _� _ / �PRJPOPI BIKEWAY R 11R LAYO=1 p I ' AL a G / SYCAIbRE FF Y. Mn P90PO5E0 811 Ir G NEE,EM wua IR[ „ O O' - ;� 2 �� Y V - ==r4WvsmW6E0.IL LEGEND __J b�➢h 1 06 moo �y �- / �. ties asap- --{ham ocxw crt EXIST 31YEWAr - _ _ FBopGYu 1 'V_ �.<_ REINING M'AL / - / �\ r N5]I37'S9"E © EXIST BY(E 7,OE STRIVE= 1w I ,1 I - � \� 3-11.21" r y >ROPOEEO CROP f[1 /=E aE sm E tiso PF.ouno PROPOSED 8PCWAY J3 1 L'X51.11 PIKE PAIR W� n g'ffi 1 �I� OCr Ell F>SFMf N� i'.gC0.9EM$TING ,t C S.NG E C, 0 BE RE40VC0 pXOP 4CT 4L R ® PROPOS[D BMFWA•E"ClICH PROPOSED BMC PA 6wp6E /��O TO RFuq y Ass 1 exroaE 4 .XS}PRC4E 1W 5).1 FXV sNfi 91MP " h -d 'w[fNGNEER wnL PREPAPE LAYON OT THE 6/ OR E 1569113,)1 }0'21 1Y' 0 3S 6'v S O 5 PPYPOSm EXTERA1GN OYRwG CONSROCIION PHASE / � q�'� PLAN 5AN .vAN CREEP ��, 1E„ EOR THE COHITP97OR pR t GPNwC 11.1 3YVERT 4RMHIC SC®, Y3 1R e CONTRACT n0 -�' - - CITY OF SAN JUAN CAPIBTRANO CIP124 _. 5 .eA,.no nELw'o «,=++1.r.r,.T• +.A1. YEREDA BIKE WAY UNDERPASS T 2 MP 797.88 JR> -� .N A ISHA,a.�w sN,L,PN - .% PLAN AND PROFILE ''�J"' h�T iO oRv.oELA nem CAN °` AS NOTED 2 D @� D n 2 3 m z N NOR4 ceeLo3lALo N[na FH_ VIF ET T' -I BRA R" FLEECE DEBATE RECIPE "FILLING TEST GTEAN, IN GI' — OF RIDGE - ——_ 5WIFE p .,. xl.i a��1/ RF G94T J 1. PLATE BALLAST T A RRLNµp M1Mxr I S �r6 _ _ 3C-9" _ 30 9' _ "� I L "L f ON BRIDGE CONSTRUCTION • ice '-ri' "/i'- 1-9 ]. Ic BHLRSI PNS flEN FILE N El E � VITT NC LOSING NAW 1[530IL50x ERCX � LYP506 OF Mf BRBGL ADD ON T BRAG[',NEIN 31-IN roE w+x nE IEAo- °Peu� �a+ E.mwcEELS As FLPRpR S GAX WIPGµs AND RElu6'NJ_ATU �PR¢AVp(ENDING AI FIFTEEN-LOCRnaN ,.BY LONTFAC`OR >_/ E"o[COST or srec onE — — ——,� 1T-IF / - y �RECS Px sscssm+ INf CDNTPYTAR SIWL REMOVE ALL FRUIT Rv$:�. LPP l P 17ANA TXuvA¢AS xECE=sw•IN uvE xoou �IA 'n i ° T'roeaau.uoas.erms ANL cRCaznrTERPEmuT Gw a . / / Y--! /�s o c ++ as r�EARN RUES THE ExnvRl ox PNo RaLAST {{{{{{..��eEwwm s+uLL BE uP i0 sISGR.WE LTVTL Nq � -]"X I3" BT KPsnWEICLUDE N FEET O(MU ABLE REPROACHES o �A + BRAND ALES LENRGIS- 4E z Txf CCNTRKIO0.sxALL PecPKE DORGRALMC Ta 2CNF z DENT J I CO c ETE COLLA' PFCEEDBALLAST°NO°IRAI AT PRwLF6 PILE UP •1�� Iyqm I L ANiO +3 hL THE REs OF WEEN AS SHOWN Ox PLAN Wp SPECIRED � isE " LING ]ROE� rKATAL NOTES Ox S-T N SFi CEPATIONS - � ELEVATION � TYPICAL SECTION S `NINE DEADENED SENT " S 'ILE'P F"vP]�r - ^CNJILLLAY TO BENZ DUTIES ED OWCvS'LNS U PAC MI • {O@ xEaPEnP'CLK TOto�TR¢¢ EOST[CTA PLL C FUTURE BRIDGE NOT SHOWN FOR G.4NY ____—_ P��PORTOLIIOn` + \ / b� -- SITAR' / _% _\r\—_soPE PROTECTION 1 s p( g rmRxT lBwrc _ _ LEGENDH n0_ SIR IO2pp 4ETROLwx BE 36.60 F{ EAGER PILES EXIST BRIDGE � �NJ��VB �3�3 ¢B*EW1Y L 6p 9 Y ENP R190 0 �O T OF MINIMUM EREP.CLEARANCE UE EMSiMG IERCx STR 9.6])5 \` EENO� IF]113 fraoLnxrarerx e(Lw aaoa Lf�=/ p -_ = xA.-�. -.- 11- ' - -- eaosE RONI DOING IID �reY BUREAU TO SAN OIfGO ITR FL 7655 \ 1.1 TO FUTA£RiOH • 3o DREW IYPI_ _ - i i NTENp EzEls gcENTREeac _�_—_—E >�_ I_ GENERAL NISTESW fOG[CRN T = N64 OFL FOR EXISTING ENA RELOCAT ON OF LTILUESAI DUE•N SIN BY SERINE T __ _ S[E oeew'G px � .� H WI II SLAB IYR ISEER GIIM]RMPCARLE E AANL EIGUI.NPO H FBI flc NSIOE 'PRR'45ll BY SURRA 2 SEE[SLOPE L Ofl G O.0-02 r0x LiuiTS s ROw xo cP CEc ox WALL A ] ALIGLIGHTxo oo. *0o CGS FOR u —rvpRln peuluLxT p( yy Y W z \ VSIINL ERNUfP$ FEE IG w2'L V '/P Zvi SLLu ENG GAG NO[-pJ P.- WALL BNLPSI Pf:uNLR s �g ♦ SRIIGE TEDDURING D WI EXCAKENS WINDOW 10 CONSPER ON CT -•] SEE pWG VO C-0+ / '� /Y'OHIL F W URAL 9ROGEOORxG WE(NE NJ WxpOW P[RioO �- [VIS OF POEN 5 DEE D)1 U GENERAL NOTES 6 SLOPE PRpIf CT�pN PLAN xE AGE 3a11 scu_ I ., - _ �—�J �'! CITY OF SAN JUAN CAPISTRANO ° ` CIP124 ° eP eL°° L UPN b VEREDA BIKEWAY UNDERPASS _ � `s..r .- MP 197.88 „ G S•1 " GENERAL ARRANGEMENT 14 + �r D l AS NOTED D 0 3 m z -a w 32400 PASEO ADELA NTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 i (949)493-1171 ,/,p`� SAME BATHO (949)493-1053 FAX • J1' m[oAVOpAIm DIANE BATHGATE t11716 (9s( JOEWYATT SOTART wwwsanjuancapistrana.org 1]1( � JOE SOTO • • DAVID M.SWERDUN NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on June 21, 2005 in the City Council Chamber in City Hall, to consider: "Consideration of Approval of Plans and Specifications, Authorization to call for Bids; Vereda Bikeway Undercrossing of LOSSAN Rail Corridor (CIP No. 124)" — Item No. D10. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, June 20, 2005 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member R. Anthony Foster, Engineer Assistant. You may contact that staff member at (949) 443-6351 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanivancaaistrano.orcl. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: council-agendasasanivancaoistrano.org, Meg Monahan, CMC City Clerk cc: Jennifer Bergener, OCTA*; Kanwal Singh, Caltrans*; Naresh Patel, Metrolink/SCRRA*; Dan Garden, MCINVorldCom*; Naren Patel, J.L. Patterson*; Elizabeth Schreiber, Donahue Schriber; Jeff Dickman, County of Orange*; Nasser Abbaszadeh, Engineering & Building Director; R. Anthony Foster, Engineer Assistant * Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future �.� Pnntetl on recvcktl pacer • �, ate., • 32400 PASEO ADEI-ANTO JMEMBERS OF THE CIN COUNCIL SAN JUAN CAPISTRANO,CA 92675 i SAM ALLEVATO (949)493-1171 (949)493-1053 FAXm[u AYo1RiF0 DIANE BATHOATE (S1ABlISXf 0 1961 WYATT HART www.sanjuancapi.vtrano.org 1776 JOE SOTO • • DAVID M.SWERDLIN June 22, 2005 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On June 21, 2005 the City Council of San Juan Capistrano met regarding: "Consideration of Approval of Plans and Specifications, Authorization to call for Bids; Vereda Bikeway Undercrossing of LOSSAN Rail Corridor (CIP No. 124)" Item No. D10. The following action was taken at the meeting: Plans and specifications for the Vereda Bikeway Undercrossing of the Los Angeles San Diego (LOSSAN) rail corridor, approved; and staff authorized to advertise for bids to construct the Undercrossing. If you have any questions regarding this action, please contact R. Anthony Foster, Engineer Assistant at 443-6351 for more detailed information. Thank you, vilOIi Deputyy Clerk Cc: Jennifer Bergener, OCTA*; Kanwal Singh, Caltrans*; Naresh Patel, Metrolink/SCRRA*; Dan Garden, MCl/WorldCom*; Naren Patel, J.L. Patterson*; Elizabeth Schreiber, Donahue Schriber; Jeff Dickman, County of Orange*; Nasser Abbaszadeh, Engineering & Building Director; R. Anthony Foster, Engineer Assistant San Juan Capistrano: Preserving the Past to Enhance the Future �.� Printed on recvcletl never • ate„ � • I 32400 PASEO ADELANTO �' � MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 / SAM (949)493-1171 ,�,(+ (949)493-1053 FAX LJ m[BuoAAlm DIANEE BATHGATHGATE FSIABLISXEB I' IA6I WYATT HART www,sanjuancapistrano.org 1776 JOE SOTO • DAVID M.SWERDLIN February 28, 2006 John S. Meek, President John S. Meek Company, Inc. 1931 N. Caffey Street, Ste C San Pedro, CA 90731 Dear Mr. Meek: A copy of the executed Construction Contract related to the Vereda Bikeway Undercrossing/Gap Closure is enclosed for your records. Thank you for forwarding the needed insurance and bonding documents. Please keep in mind all of this documentation must remain current with our office, or all work on the project must stop and all payments will be withheld until documentation is brought current. You will be issued a Notice to Proceed through this office indicating when work should begin on this project. If you have questions specific to the contact, please contact the project manager, Tony Foster, Engineering Assistant (949)443-6351. Thank you, M Mona an, CMC ity Clerk cc: Tony Foster, Engineering Assistant Brian Ige, Engineering Technician Nasser Abbaszadeh, Engineering & Building Director San Juan Capistrano: Preserving the Past to Enhance the Future E, PriMatl on recytled paper • ateO • 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 SAM ALLEVATO (949)493-1171 CALIBRATED DIANE BATHGATE (949)493.1053 FAX ESTABLISHED I IA6I MATT HART www.Fanjuancapistrano.org 1776 JOE SOTO • • DAVID M.SWERDLIN February 6, 2006 • John S. Meek, President John S. Meek Company, Inc. 1931 N. Caffey Street, Ste C San Pedro, CA 90731 Dear Mr. Meek: A Construction Contract related to the Vereda Bikeway Undercrossing/Gap Closure is in the process of being executed. It will be issued upon receipt of required documentation related to contract terms under Section 7. Insurance. The certificate of insurance received for general liability insurance, the additional insured endorsement form, and the auto liability insurance all expire on January 1, 2006. We need current certification. Insurance evidence may be faxed to (949) 493-1053 — ATTENTION CITY CLERK -- followed by original signed documents. I have enclosed a copy of the agreement terms for your reference in supplying this documentation. If you have questions specific to the contact, please contact the project manager, Tony Foster, Engineering Assistant (949)443-6351. Please call Maria Guevara, Acting Deputy City Clerk (949) 443-6310 if you have questions regarding the forms of insurance needed. Thank you, Meg n an, CMC Cit lark cc: ony Foster, Engineering Assistant Nasser Abbaszadeh, Engineering & Building Director San Juan Capistrano: Preserving the Past to Enhance the Future A �..� Printed on recycled paper • t� IPP MEMORANDUM MEMORANDUM February 2, 2006 TO: Meg Mon n erk \ FROM: R. Anthony Foster, Engineering Assistant SUBJECT: Construction Contract, Bonds and Insurance-Vereda Bikeway (CIP #124, John S. Meek Co.) Attached is an original of the subject Contract for your file, which was approved by the City Council on December 6, 2005. Please return a fully executed copy to me so that I may process a Purchase Order. Also attached are two copies each of the Labor & Material and Performance Bonds and one copy of a Certificate of Liability. I have retained copies of the Bonds and insurance. RAF Attachment cc: Jill Thomas �f uu la ✓�/ �/ f Brian Ige (S< V J 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 SAM ALLEVATO (949)493-1171 }/y� In[oualeTIC DIANE BATHGATE (949)4931053 FAX • maulsnm 1961 MATT HART www.sanjuancapistrano.org 1]]rj JOE SOTO • • DAVID M.SWEROLIN December 1, 2005 TO: John Meek Co., Attn.: Kirk Reid G. B. Cooke, Attn.: Cori Beador Construction Co., Attn.: David Beador Metro Builders, Attn.: Leonard Bonahora Reyes Construction, Attn.: Joe Fadden Re: Vereda Bikeway Bid Opening By FAX The subject bid opening has been scheduled for 10 am on Friday, December 2, 2005 in the City Council Chambers, 32400 Paseo Adelanto, San Juan Capistrano. Should you not be able to attend, you will be notified of the results immediately after the bid opening. Should you have any questions please contact me at (949) 443-6351 or by e-mail at tfoster(a2san iva ncapistrano.o rg. Sincerely, R. Anthony Foster " Engineering Assistant cc: Meg Monahan San Juan Capistrano: Preserving the Past to Enhance the Future A t.71 Pnnfed on recycled oaoer CALIFORNIA 20-DAY PRELIMINARY NOTICE (For use on public and private works-In accordance with Sec.3097,3098 and 3111,California Civil Code) (To be used by materialmen,suppliers,subcontractors,architects, 001738 engineers and others supplying labor,materials,,services or equipment) Date: 11/20/06 RECEIVED You are hereby notified that the undersigned has furnished or will furnish labor, services, equipment or material of the following description: n NOV 22 P 2; 11& From Claimant C[j off Kuction Lender or Reputed Construction Lender Concrete Coring Company `�d JUAN rA. F .TED (Nettie) (Name) 14005 Orange Avenue CAddmss (Address) Paramount, CA 9072 , (City,State.Zip) (City,surto Zip) (Claimant or AuthtriuA Agent Sign Here) Construction Project: To Owner or Reputed Owner,or Public Agency: MEET BEHIND VONS @ CITY OF SAN JUAN CAPISTRANO (Marne or Description of Project) _ 32400 CAMINO CAPISTRANO 32400 PASEO ADELANTO (32400 PASE(O—ADELANTO rrect No.) SAN JUAN CAPISTRANO, CA 92675-3603 (Tract/Subdivision aoundarieo (City,Stale,zip) SAN JUAN CAPRISTRANO Construction Loan Na (If Known) (City) OR (County) NOTE:This is not a lien on your property but a notice required by law to NOTICE TO PROPERTY OWNER alert you to the possibility of liens being filed in the future if all parties If bills are not paid in full for the labor,services,equipment or who furnish labor and materials to yourjob are not paid in full. materials furnished or to be furnished, a mechanic's lien leading to the loss, through court foreclosure proceedings,of all or part of To Original Contractor or Reputed Contractor: your property being so improved may be placed against the JOHN S MEEK COMPANY, INC. property even though you have paid your contractor in full. You 14732 SO. MAPLE AVENUE may wish to protect yourself againstthis consequence by [1] (Address) requiring your contractor to famish a signed release by the person GARDENA ,CA 90248 or firm giving you this notice before making paymenttothe (City,state,Zip) contractor or [2] any other method or device[hat is appropriate under the circumstances. The name of the person who contracted for the purchase Trust funds to which the supplemental fringe benefits are payable: of labor,services,equipment or materials is: JOHN S MEEK COMPANY, INC. /MARK (Name) (N.) 14732 SO. MAPLE AVENUE GARDENA ,CA 90(A248) (Add.) (City.State,Zip) (City,State,Zip) NOTICE: An estimate of the total price of the labor,services,equipment or materials furnished or to be furnished is: $ 50 000, PROOF OF SERVICE AFFIDAVIT (SECTION 3097.1 AND 3098,CALIFORNIA CIVIL CODE) I DENISE LOERA ,declare that I served the copies of the above Preliminary Notice(Check appropriate box) (a) ❑ By personally delivering copies to (name and title of person served) at (address)on (date),at (time). ( First Class Certified or Registered Mail Service,postage prepaid,addressed to each of the parties at the address Shown above on 11/20/06 , 19 . I decla under penalty of perjury that the foregoing is true and correct. Signedat Paramount, CA 90723 ,California,o 11/20/06 20 , (ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RETURNED) (signattveofpersu Maki servpf �� 96 CALIFORNIA PRELIMINARY 20-DAY NOTICE (For use on Private Works and Public Works See Civil Code § 3097, 3098 and 3111) RECEIVED PERSON OR FIRM FURNISHING LABOR,SERVICES,EQUIPMENT OR MATERIAL: DESCRIPTION OFLABOR,SERVICES,EQUIPMENTORMATERIALSUPPLIED OR TO BE SUPPLIED: DIETZ HYDROSEEDING CO. NOV 21 P �; 4 ROSEEDING 15745 Kadota Street Sylmar,CA 91342 Invoice No.: 1106-02598 CITYr�CLERK /� SAN JUAN CAPISTRAN93R THE BUILDING,STRUCTURE OROTHER WORK OF IMPROVEMENT TO OWNER REPUTED OWNER OR PUBLIC AGENCY: LOCATED AT: The Vereda Bikeway City of San Juan Capistrano San Juan Capistrano, California (NAME) (ADDRESS OR DESCRIPTION OF JOB SITE SUFFICIENT FOR IDENTIFICATION) 32400 Paseo Adelanto (ADDRESS) THE NAME OF THE PERSON OR FIRM WHO CONTRACTED FOR THE PURCHASE OF SUCH LABOR SERVICES EQUIPMENT OR MATERIAL IS: San Juan Capistrano, CA 92675 ULTV) (STATE) (ZIP) John S. Meek Co., Inc. (NAME) TO PRIME CONTRACTOR OR REPUTED ORIGINAL CONTRACTOR: 1931 N. Gaffey.Street, .Ste. C (ADDRESS) John S. Meek Co., Inc. San Pedro, CA 90731 (NAME) (ADDRESS) 1931 N. Gaffey Street, Ste. C (ADDRESS) AN ESTIMATE OF THE TOTAL PRICE OF THE LABOR, SERVICES, EQUIPMENT OR MATERIALS FURNISHED OR TO BE FURNISHED IS: San Pedro, CA 90731 (CITY) (STATE) (ZIP) $2,583.00 TO CONSTRUCTION LENDER OR REPUTED CONSTRUCTION LENDER OR BONDING TRUST FUNDS TO WHICH SUPPLEMENTAL FRINGE BENEFITS ARE COMPANY,IF ANY: PAYABLE: NONE Great American Insurance Co. (NAME) (ADDRESS) (NAME) 750 The City Blvd., Ste. 300 (NAME) (ADDRESS) (ADDRESS) (NAME) (ADDRESS) Orange,CA 92668 (CITY) (S'T'ATE) (ZIP) NOTICE TO PROPERTY OWNER If bills are not paid in full for the labor, services, TO SUBCONTRACTOR,IF ANY: equipment,or materials furnished or to be furnished,a mechanic's lien leading to the loss, through court None foreclosure proceedings,of all or part of your property (NAME) being so improved may be placed against your property even though you have paid your contractor in full. You (ADDRESS) may wish to protectyourself against this consequence by: (1)requiring your contractor to furnish a signed release by the person or firm giving you this notice before (CITY) (STATE) (zIP) making payment to your contractor; or (2) any other method or device that is appropriate under the circumstances. a November 21 2006 oS,i Tiile' Tawnaa�: (818)364-7333 If employer has failed to pay compensation to laborers on this job,this box will be checked and an attachment page that is incorporated into this preliminary notice will contain the names and addresses of all laborers to whom those payments are due. PROOF OF SERVICE AFFIDAVIT (SECTION 3097.1 CALIFORNIA CIVIL CODE) I, Marisol Sanchez ,declare that 1 served the above PRELIMINARY 20-DAY NOTICE:(check appropriate box) (a) [ ] By personally delivering copies to at (NAME) (TITLE) Address: Date: Time: (b) By First Class Certified or Registered Mail service,postage prepaid,addressed to each of the parties at the address shown above on: November 21 ,2006. [declare,under penalty of perjury,that the foregoing is true and correct: Signed at: SYLMAR ,California on November 21 ,2006. I L( (ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RECEIVED) (SIGNATURE ND TITLE OF PERSON; ICNGSERY W Form 105-C Copy No. ll h PRELIMINARY 20-DAY NOTICE NOTICE TO PROPERTY OWNER o z (This form may be used on both public and private projects) If bills are not paid In Nil for the labor,services equipment,or material Y furnished or to be fumahed,a mechanics lien leading to the Ices,thmug n- court foreclosure proceedings, of all or pan of your property beings 0 To: CONSTRUCTION LENDER(Or Reputed Construction Lender)(if any) improved may be placed against the property even though you have pal your contractor in Nil You may wish to protect yourself .,.lost NI consequence by(1)requiring your contractor to furnish a signed release tor, W Name: the person or firm giving you this notice before making payment to you Q Street: connector,(2)raquidne your contractor to furnish a mesupt fo establish d that you paid she contractor In hill and recording rw later than 30 days N City,State,Zip: from monfi t of this preliminary no0ca an aMdaWt Mat you paid the contractor In full,or-(3)any other method or device that is appmpmid Q under the circumstances. z To: =OWNER Mx PUBLIC AGENCY (L -PLEASE NOTE:The Italicized language was included in the notice by g U Name: City o/San Juan Capistrano draflirg evor in Senate Bill gia and may be dlsregardetl. Y Address: 32400 Paseo Adelanto Road MAILING INSTRUCTIONS O Street,City,State,Zip: San Juan Capistrano,CA 92675 (t)If the person rendes in California,the nonce may be served by fire(careU registered or cenifletl mail,postage prepaid,addressed to the Denson at N Q or her residence.or place of business address,w at the add..shown b To: ORIGINAL CONTRACTOR(Or Reputed Original Contractor) the building permit on file, or at the address shown on a recon Z Construction Trust Deed (2) What O s made by firs(class registered or carded mail,service is complete U Name: John S.Meek Co. at the time of the deposit of mail. Q Street: 1931 N. Gaffey Street,Suite C If rare nonce Is given by a subwmr.otor who is required under a mneniv z bargaining agreement to pay fringe benefits,the names and addresses o City,State,Zip: San Pedro,CA 90731 the range benefits vests follow: O General description of the labor,service,equipment,or materials furnished,or to be furnished and an estimate of the total price thereof: Z Y a Abrasive blast and stain a sound wall,and abrasive blast and coat bridge columns 0 KMI Job No,50060 John S.Meek Short Form Standard Subcontract Y U z Estimation $ 33,550.00 tumpeum but PROOF OF SERVICE AFFIDAVIT Q NAME AND ADDRESS OF CLAIMANT GIVING THIS NOTICE The undersigned served copies of this Preliminary 21 Notice U by first class registered or certified mail,postage prepaid,on the m persons and at the addresses shown on: Name: Holly Wickenhagen,KM Industrial,Inc. d Street: 1411 W. Gaylord Street 0 City,State,Zip: Long Beach,CA 90813 October 23,2006 0 (Date) W z NAME OF PERSON OR FIRM THAT CONTRACTED TO PURCHASE THE LABOR, � SERVICE,EQUIPMENT,OR MATERIALS I declare under penalty of perju under the laws of the State of I Name: Kyrk Reid California that the foregoing is a and correct. � 310-830-6323 z DESCRIPTION OF JOB SITE SUFFICIENT FOR IDENTIFICATION Dated: Octob 3,2006 a O U Venda Bikeway Undercrossing/Gap Closure,City of San Juan Capistrano,California Signature: W O z W J STAPLE RETURN RECEIPTS HERE O z Y a O U is RECEiVEO zatxir POSIVDVSTRIAL SAN JCITY C PERK ISTA? .K2 Industrial Services Company Attached is a general Notice to Owner, to Customer, to General Contractor, and/or to Surety/Bond entity that KM Industrial, Inc., sends to interested parties in which our services have been supplied at the indicated jobsite. THIS IS NOT A LIEN. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER ENTITY INVOLVED. This notice is being sent in compliance with the applicable statutes of the state. It is merely to inform you that we may exercise any rights to file a lien against the/your property ONLY in the event that our bill is not paid. If any of the information on this notice is incorrect, please contact us immediately, and we will readily correct any error made. If payment or arrangements have been made, we thank you for your cooperation. If you have any concerns regarding this notification, please contact Holly Wickenhagen at 562-786-6207. J(D�a-Jl :S� 1411 W. Gaylord Street Long Beach, CA 90813 Tel: 562-983-5191 Fax: 562-983-5196 RECEIVED MAW to On 21 PQ4uta INDUSTRIAL gAN JUAN CAPISTRAN0 A K2 Industrial Services Company Attached is a general Notice to Owner, to Customer, to General Contractor, and/or to Surety/Bond entity that KM Industrial, Inc., sends to interested parties in which our services have been supplied at the indicated jobsite. THIS IS NOT A LIEN. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER ENTITY INVOLVED. This notice is being sent in compliance with the applicable statutes of the state. It is merely to inform you that we may exercise any rights to file a lien against the/your property ONLY in the event that our bill is not paid. If any of the information on this notice is incorrect, please contact us immediately, and we will readily correct any error made. If payment or arrangements have been made, we thank you for your cooperation. If you have any concerns regarding this notification, please contact Holly Wickenhagen at 562-786-6207. �CQ 1411 W. Gaylord Street Long Beach, CA 90813 Tel: 562-983-5191 Fax: 562-983-5196 W Form 105-C Copy No. J ll PRELIMINARY 20-DAY NOTICE NOTICE TO PROPERTY OWNER 6 z (This form may be used on both public and private projects) If bills are not paid in toll for the labor.services equipment,or matenal } furnished or to be furnished,a mechanic'a lien leading to the loss,mroug OL coon foreclosure proceedings, of all or pan of your property being s To: CONSTRUCTION LENDER(Or Reputed Construction Lender)(if any) improved may be placed against the property even though you have per Your contractor in full. You may wish to protect yourself against thi : consequence by(1)requiting your contractor to burnish a agnea release b W the person NgluiNls ng you notice beforemadding payment to you Namefirm Street: contractor,(2)requlNrp your coMrecta to rumish a receipt to astabllah 0- that you paid the contractor In 1.11 and recording no lata Man 30 days <n City,State,Zip: from receipt of this prNlminary notice an eIffiWvlt that you puld Ne mf contractor in full,or-(3)any other method or device that is appropriate 0 under the circumstances. Z To: =OWNER r- PUBLIC AGENCY 0- 'PLEASE NOTE:The italicized language was included in the notice by E r..1 Name: City of San Juan Capistrano drafting error In Senate Bill 916 and may be disregarded. IX Address, 32400 Paseo Ade/anfo MAILING INSTRUCTIONS O Street,City,State,Zip' San Juan Capistrano,CA 92675 (1)If the person resides in California,the notice may be served by fine r Q registered or cenifed mail,postage prepaid,addressed to the parson at hi K or her residence,or place of business address,or at Ne address shown b r To: ORIGINAL CONTRACTOR(Or Reputed Original Contractor) the building pertnh on file, or at the address shown an a record Z C.maructon Trust Deed. (2) What O service Is made by first class registered or certified mall,service is complete 0 Name: John S.Meek Co. at time of the deposit of man. Q Street: 1931 N. Gaffey Street,Suite C If mis nice m re given by a subcontractor who is quired ender a conectivZ bargaining agreement to pay Mnge benefits,the names and addresses o g7 City,State,Zip: San Pedro,CA 90731 the range baneful tmsts fdmw: EEO General description of the labor,service,equipment,or materials furnished,or to be furnished and an estimate of the total price thereof: Z (L a Lead abatement or Trabuco Creek Bridges O U "I Job N0.50058 John S.Meek PO 1983-J21095 Y U Estimation $ 10,000.00 TaM PROOF OF SERVICE AFFIDAVIT 4 NAME AND ADDRESS OF CLAIMANT GIVING THIS NOTICE The undersigned served copies of this Preliminary 20-Day Notic U by first class registered or certified mail,postage prepaid,on them persons and at the addresses shown on: 03 Name: Holly Wickenhagen,KM Industrial,Inc. a Street: 1411 W Gaylord Street K City,State,Zip: Long Beach, CA 908130 October 23,2006 K (Date) w NAME OF PERSON OR FIRM THAT CONTRACTED TO PURCHASE THE LABOR, Z SERVICE,EQUIPMENT,OR MATERIALS I declare under penalty o injury under the laws of the Stale of O Name: Jim Jilk California that the for is true add corzect. N 310-830-6323 Z DESCRIPTION OF JOB SITE SUFFICIENT FOR IDENTIFICATION Dated: oder 23,200 a O U Trabuco Creek Bridge,Camino Capistrano and Jumpear Serra Road,San Juan Capistrano,CA Signature: fY W z Z W J STAPLE RETURN RECEIPTS HERE O z r a O U CALIFORl�& 20-DAY PRELIMINORY NOTICE (For use on public and private works-In accordance with Sec.3097,3098 and 3111,California Civil Code) (To be used by materialmen,suppliers,subcontractors,architects, engineers and others supplying labor,materials,services or equipment) 001706 Date: 10/24/06 You are hereby notified that the undersigned 1FAIMYdgAill furnish labor, services, equipment or material of thefollowing description: From Claimant To Construction Lender or Reputed Construction Lender Concrete Corin Com any CITY CLERK 14005 Orange Avenue DAN JUAN B11e (AW.tio Paramount, CA 90723 (City,state,zip) (City,Soso, ,P (Clawarit or Auffiogent Sign ere Construction Project: To Owner or Reputed Owner,or Public Agency: BIKE PATH-972C2 CITY OF SAN JUAN CAPISTRANOm1Ono refCL' erne 32400 PASEO ADELANTO 32400 PASEO ADELANTO (Strep Addmss OR Lot and Tract No.) SAN JUAN CREEK ROAD SAN JUAN CAPISTRANO, CA 92675 (ramsasdi°tti°n aowdenes) (City,suie,Zip) SAN JUAN CAPRISTRANO Constmction Loan No. (It Known) (City) OR (Cowry) NOTE:This is not a lien on your property but a notice required by law to NOTICE TO PROPERTY OWNER alert you to the possibility of liens being filed in the future Wall parties If bills are not paid in full for the labor,services,equipment or who famish labor and materials to yourjob are not paid in full. materials famished or to be famished, a mechanic's lien leading to the loss, through court foreclosure proceedings,of all or part of To Original Contractor or Reputed Contractor: your property being so improved may be placed against the JOHN S MEEK COMPANY property even though you have paid your contractor in full. You 1931 N GAFFEY mne may wish to protect yourself againstthis consequence by [l] rets requiting your contractor to furnish a signed release by the person SAN PEDRO C 90731-1265 or firm giving you this notice before making paymenttothe ny,s%W. w contractor or [2] any other method or device that is appropriate under the circumstances. The name of the person who contracted for the purchase Trust funds to which the supplemental fringe benefits are payable: of labor,services,equipment or materials is: JOHN S MEEK COMPANY/ALEX 1931 N GAFFEY tAddioitu SAN PEDRO C 90731-1265 (city, aa. iP (City,Saw,Zip) NOTICE: An estimate of the total price of the labor,services,equipment or materials furnished or to be famished is: $ Z.J)nn�&-in PROOF OF SERVICE AFFIDAVIT (SECTION 3097.1 AND 3098,CALIFORNIA CIVIL CODE) 1, SHEREE LUTTRELL ,declare that I served the copies of the above Preliminary Notice(Check appropriate box) (a) ❑ By personally delivering copies to (name and title of person served) at (address)on (date),at (time). (b)174dy First Class Certified or Registered Mail Service,postage prepaid,addressed to each of the parties at the address shown above on 10/24/06 , I9--- I declare under penalty of perjury that the foregoing is true and correct. Signedat Paramount, CA 90723 ,California,on 10/24/06 ,20QL, (ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RETURNED) anre CPesanM ringservce) CALIFORNIA PRELIMINARY NOTICE 10267391 • THIS IS NOT A LIEN THIS NOTICE IS GIVEN PURSUANT TO SECTIONS 3097 AND 3098. CALIFORNIA CIVIL CODE. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. A You are hereby notified that the CLAIMANT named below has furnished or will ItE"V EI V Ep furnish labor, professional services, materials, machinery, fixtures or tools of the following general description: —LiEAVY EQUIPMENT is 00 E$ P 314%6e construction, alteration or repair of the building, structure or The Name and Address of the Owner o improvement located at Reputed Owner Is: C(T Y CLEfI K 1389-0010603834 CERTIFIED#71MAMON NO JUNIPERO SERRA& CAMINO CAPISTRANO CITY OF SAN JUAN CAPISTRANO SAN JUAN CAPISTRANO, 92675 32400 PASEO ADELANTO in the construction, alteration or repair of the building, structure or SAN JUAN CAPISTRANO,CA 92675 improvement located at ORANGE COUNTY, CA, legally described as follows: JUNIPERO SERRA&CAMINO CAPISTRANO An estimate of the total price of the labor, professional services, materials, machinery, fixtures or tools furnished or to be furnished is:$50,000.00 Per The Name and Address of the Original Contractor Month. is: CERTIFIED#71966575029004514326 JOHN S. MEEK CO., INC. NOTICE TO PROPERTY OWNER 1931 NORTH GAFFEY ST.,STE.C SAN PEDRO,CA 90731-1265 If bills are not paid in full for the labor, services, equipment, or materials furnished or to be furnished,a mechanic's lien leading to the loss, The Name and Address of the Reputed Lender through court foreclosure proceedings, of all or part of your property and/or Bonding Company is: being so improved may be placed against the property even though you GREAT AMERICAN INSURANCE CO have paid your contractor in full. You may wish to protect yourself 750 SOUTH CITY BLVD SUITE 300 ORANGE,CA 92868 against this consequence by(1) Requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or(2) Any other method or device The Name and Address of the Person with whom that is appropriate under the circumstances.Other than residential the Claimant has Contracted is: homeowners of dwellings containing fewer than five units, private CERTIFIED#71966575029004514333 owners must not/ the original contractor and an Igen claimant JOHN S.MEEK CO.,INC. project ty g y 1931 NORTH GAFFEY ST.,STE.C who has provided the owner with a preliminary 20-day lien notice in SAN PEDRO,CA 90731-1265 accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of This Preliminary Notice has been completed by: its recordation.Notice shall be by registered mail,certified mail, or first- ECCO EQUIPMENT CORPORATION- BRANCH 1 class mall, evidenced by a certificate of mailing.Failure to notify will 1417 NORTH SUSAN STREET extend the deadlines to record a lien. SANTA ANA,CA 927031415 Dare. Friday, October 20, 2006 (f Prelien#: 582009 10267391 Bond Number: 162-57-29 Accurate Lien&Contractor Assistance Inc. 6210 E.ThoRd.Suite 203 Scottsdale 44 Mas AZ 85251-7056 480 941-08 rMcrb Gnu, 6210 E.Thomas Rd.,Suite 203 Scottsdale,AZ 85251.7056 7196 6575 0290 0451 4319 CERTIFIED#71966575029004514319 CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO,CA 92675 Accurate Lien&Contractor Assistance,Inc.,6210 E.Thomas Rd.Suite 203 Scottsdale,AZ 85251-7056 (480)941-0844 CERTIFIED MAIL NUMBER - -r. CALIFORNIA PRELIMMIIMY NOTICk ' In accordance with sections 3097 and I 3098,California Civil Code THIS IS NOT A 7100 6309 2640 3862 8812 LIEN. This is NOT a reflection on the integrity of any contractor or subcontractor. I You are hereby notified that HOLLIDAY 2193 W FOOTHILL BLVD., UPLAND, CA 91786.8402 has furnished or will furnish labor,service,equipment or material of the following general description: Concrete Ready Mix, Asphalt, Rock,Sand andlor Related Materials for building structure, or other work of improvement located at r The name of the person or firm who contracted for the purchase of such labor, services, equipment or material fumished is An estimate of the total price of the labor, services, equipment or material is a�tatx NOTICE TO PROPERTY OWNER Q 0 bills are not paid in full for the labor,services,equipment,or materials fwnished or to 8 1 be furnished,a mechanic's lien leading to the loss,through court foreclosure Procaedirga, v i of all or pan of your property being so improved may be placed against the propMy even m though you have ppaaid your contractor in full.You may wrsh to protea yoursed against this consequence t is not, your cordractortofurnishari mrtrr t,r'obq the perwn .. } m firm giving you this nonce belbri making paymem to your co I Other,m(2)any other ' r method or e f that is appropri tm r the circumstances. Other than residential a must o hot the on of dwellings cadamtng fe�,sr than five units,private pprrolecr owners must a ,. notify the wiy�nal contractor end ccY hen claimant who has 7 ofine the owner with a N t preliminary 20.day lien notice h.accordance wiCl Section cord of me Civil Cod,days that s notice oA'copWplpp pr�Qgtjge� been recorded vritMn 10 days of its { r��\,,E,�s,.t-t yl,; .,, by r dledmail,orfines,for mail,a lidenced en, I - by a certdicale of��j1itR�dute{� dy wi a nA the deadlines W record a lien. A A v r C � -".a^. .'ttT:il'dCtn! /l/l. F IQ 7 .. L I � •j � v r r'I yS'f,+vile k0.fo-• � t (J POSTMAN DELIVER THIS ENVELOPE TO ADDRESS ON REVERSE SIDE File No:676[CA][PRIVATE][OW NER] Customer:John S.Meek Co. Notice Requested by and Return To: Project:Vereda Bikeway Federal Disposal Service RECEIVED Cert NRec IDA VI012LZ9 P.O.Box 14730 o.: Irvine,CA 92623 [Job No:AH1188] Return Receipt Requested PRELIMINJ*2Q YVCFI RK) California Civil Co ec ions 3097,3099,3111,3241&3252 at Seq. THIS IS NOT A LIEN.THIS IS NOT A REFLECTION Cliff LTLr TYYOF ANY CONTRACTOR OR SUBCONTRACTOR TO:OWNER SAN JUAN C4PT�efo]IowiNg sageneraldescriptionof OR REPUTED OWNER the labor,service,equipment or materials City of San Juan Capistrano furnished or to be furnished by the undersigned: 32400 Paseo Adelanto Solid Waste Transport and Disposal San Juan Capistrano,CA 92675 TO:ORIGINAL CONTRACTOR 2.Estimated Price:$20,000.00 OR REPUTED CONTRACTOR 3.The name of the person who furnished that labor,service,equipment or John S.Meek Company,Inc. materials is: 1937 N.Gaffey St.Suite C Federal Disposal Service San Pedro,CA 90731 P.O.Box 14730 Irvine,CA 92623 TO:LENDER,SURETY OR 4.The name of the person who contracted for purchase of that labor, BONDING COMPANY service,equipment or material is: None Reported John S.Meek Co. 1937 N.Jefferey St.Suite C San Pedro,CA 90731 5.The description of the jobsite is: Vereda Bikeway Crossstreets:Camino Capistrano&Avenida Padre 32400 Paseo Adelante San Juan Capistrano,CA 92675,in the County of Orange JOINT CHECK REQUESTED VERIFICATION I declare that I am aut ized t file this PRELIMINARY 20-DAY NOTICE (PRIVATE WORK) on behalf of the claimant. I have read the foregoing document and know eco is thereof; the same is f my own knowledge. I declare under penalty of perjury under the laws of the State of California lha for o' rue and co uted at Irvine,California on 08/16/2006 for FEDERAL DISPOSAL SERVICE, By: Phone. (714)259.0909 Fax:(714)259.0533 Liza Shouga,Prelim Manager PROOF OF SERVICE BY MAIL AFFIDAVIT I,Elizabeth Garcia declare that I served copies of the above PRELIMINARY 20-DAY NOTICE(PRIVATE WORK) By First Class Certified and/or Return Receipt Requested rPRiil service,postage prepaid, as required bylaw)addressed to each of the parties at the addresses shown above on 6/206 I d f pe jury under the laws of the State of California that the foregoing is true and correct. By: the Garcia,Accounts Receivable Executed at Irvin ,California on 08/16/2006. NOTICE TO PROPERTY OWNER If bills are not paid in full for the labor,services,equipment or materials furnished or to be furnished,a Mechanic's Lien leading to the loss, through court foreclosure proceedings,of all or part of your property being so improved may be placed against the property even though you have paid your contractor in full. You may wish to protect yourself against this consequence by(1)Requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor,or (2)Any other method or device that is appropriate under the circumstances. Other than residential homeowners of dwellings containing fewer that five units, private project owners must notify the original contractor and any lien claimant who has provided the owner with a preliminary 20-day lien notice in accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of its recordation. Notice shall be by registered mail,certified mail, or first class mail,evidenced by a certificate of mailing. Failure to notify will extend the deadlines to record a lien. City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 08/1612006 RE: NOTICE TO OWNER OR PUBLIC ENTITY Dear Sir or Madam: We are required by the laws of this state to notify you that we are furnishing labor, services, equipment or materials of the type described on the enclosed standard form for the work of improvement known as the:Vereda Bikeway Crossstreets:Camino Capistrano &Avenida Padre project,located at 32400 Paseo Adelante, San Juan Capistrano, CA 92675 Such labor,services,equipment or materials were contracted for by: John S.Meek Co., 1937 N.Jefferey St. Suite C, San Pedro,CA 90731 , who is one of the owners,general contractors or subcontractors of this project. We are further required by law to notify you at this time that if bills are not paid in full for labor, services, equipment or materials furnished, or to be furnished, the improved property may be subject to mechanic's liens or stop notices, or a notice to withhold funds may be filed where applicable. The enclosed notice is not intended to reflect in any way on the integrity or credit standing of the contractors involved in this job, but is given merely to comply with the laws of this state. However, to fully protect yourself you may consider(1)requiring your contractor to furnish a signed release from the person or firm giving you this nofice before making payment to your contractor, or (2) any other method or device which is appropriate under the circumstances to guarantee payment of this debt. We appreciate the opportunity of furnishing our services for this job and we hope it is progressing to your satisfaction. Should you have any questions concerning this request,please feel free to call me personally at(714)259-0908. Thank you. Sincerely, By: Phone: (714)259.0908 Fax:(714)259.0533 Liza Shouga,Prelim Manager Dated 08/16/2006 for Federal Disposal Service, P.O.Box 14730, Irvine, CA 92623 THIS IS NOT A LIEN. THIS NOTICE IS GIVEN CALIFORNIA PURSUANT TO SECTIONS 3097 AND 3098, PRELIMINARY CALIFORNIA CIVIL CODE. THIS IS NOT NOTICE A REFLECTION ON THE INTEGRITY OF 111111111111111111111 ANY CONTRACTOR OR SUBCONTRACTOR. 7108 1800 83171 �3y�,7 7026 H49173 174177 RECEIVGu YOU ARE HEREBY TIFIED THAT... INb A A CO STRUCTION SYSTEMS 1186 OWNER or Reputed Owner(on private work) 0 22122 } lGL'TON AVE or PUBLIC AGENCY(on public work) Cl(a1'�T® 949-443-6363 SAN JUAN T CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO has furnished or will furnish labor,services,equipment or SAN JUAN CAPISTRANO CA 92675 materials of the following general description: MATERIALS AND/OR LABOR CONSTRUCTION LENDER or Reputed Construction Lender,if any. for the building,structure or other work of improvement located at: NONE/BOND#162-57-29/BOND CO: °VEREDA BIKEWAY UNDERPASS" GREAT AMERICAN INSURANCE CO AVENIDA PADRE&CAMINO CAPISTRANO 760 CITY BLVD#300 SAN JUAN CAPISTRANO CA ORANGE CA 92668 JOB#2042 ORIGINAL CONTRACTOR or 03 Reputed Contractor,if any. An estimate of the total price of the labor,services, 310-830-6323 equipment or materials furnished or to be furnished is: JOHN S MEEK CONSTRUCTION $250,000.00 1931 N GAFFEY ST#C SAN PEDRO CA 90731-1265 Tr rustayaFunds to which Supplemental Fringe Benefits are pble: SUB CONTRACTOR/person or firm who contracted for the purchase of such labor,services,equipment or materials is: 310-830-6323 JOHN S MEEK CONSTRUCTION 1931 NORTH GAFFEY ST#C SAN PEDRO CA 90731-1265 BY: n11 tt IAJnYQ Agent Dated: 08/11/2006 (Signature) (Title) 4 NOTICE TO PROPERTY OWNER IF BILLS ARE NOT PAID IN FULL FOR THE LABOR,SERVICES, EQUIPMENT,OR MATERIALS FURNISHED OR TO BE FURNISHED,A MECHANIC'S LIEN LEADING TO THE LOSS,THROUGH COURT FORECLOSURE PROCEEDINGS,OF ALL OR PART OF YOUR PROPERTY BEING SO IMPROVED MAY BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU HAVE PAID YOUR CONTRACTOR IN FULL. YOU MAY WISH TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY(1)REQUIRING YOUR CONTRACTOR TO FURNISH A SIGNED RELEASE BY THE PERSON OR FIRM GIVING YOU THIS NOTICE BEFORE MAKING PAYMENT TO YOUR CONTRACTOR OR(2) ANY OTHER METHOD OR DEVICE THAT IS APPROPRIATE UNDER THE CIRCUMSTANCES. OTHER THAN RESIDENTIAL HOMEOWNERS OF DWELLINGS CONTAINING FEWER THAN FIVE UNITS,PRIVATE PROJECT OWNERS MUST NOTIFY THE ORIGINAL CONTRACTOR AND ANY LIEN CLAIMANT WHO HAS PROVIDED THE OWNER WITH A PRELIMINARY 20-DAY LIEN NOTICE IN ACCORDANCE WITH SECTION 3097 OF THE CIVIL CODE THAT A NOTICE OF COMPLETION OR NOTICE OF CESSATION HAS BEEN RECORDED WITHIN 10 DAYS OF ITS RECORDATION. NOTICE SHALL BE BY REGISTERED MAIL,CERTIFIED MAIL,OR FIRST-CLASS MAIL,EVIDENCED BY A CERTIFICATE OF MAILING. FAILURE TO NOTIFY WILL EXTEND THE DEADLINES TO RECORD A LIEN. PROOF OF SERVICE BY MAIL AFFIDAVIT I,Cindee Wood,declare that I served copies of the above PRELIMINARY 20-DAY NOTICE(PRIVATE WORK/PUBLIC WORK)by First Class Certified or Registered Mail service,postage prepaid,addressed to each of the parties at the addresses shown above on 06/11/2006. 1 declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. BY: Cy1diL Al Cindee Wood, Agent 2 ,, �/1• Executed at SAN DIEGO,California on 05/11/2006. '1 ]/<I 1 �'� �I�� 0 This farm prepared by CAPRENOS INC 4345 Murphy Canyon Rd Suite 200,San Diego CA 92123(800)`854-2100,FAX(858)560-7626 C168049 CALIFORNIA PRELIMINARY NOTICE IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE THIS IS NOT A LIEN,THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT .... R E C L-1 CRUSHING CORP CONSTRUCTION LENDER or AN OCK ST. STE B ANAHEIM, CA 92807 Reputed construction Lender, if any. IIS JUL 2b P zo7 (BOND)#162-57-29 714-777-6400 GREAT AMERICAN INS,CO SAN JUAN CC r{�'r'�{'�� hhed or will furnish labor,services,equipment or materials 750 THE CITY BLVD. #300 of tRrr fdIANQj general description: ORANGE,CA 92668 ONE OR MORE,CLASS II,CMB GRAVEL,SAND OR ROCK CRUSHING for the building,structure or other work of improvement located at: VEREDA BIKEWAY CAMINO CAPISTRANO 8 AVENIDA PADRE/ BEHIND VON'S/JOB #2042 SAN JUAN CAPISTRANO,CA -i fie name of the person or Tian wno cup tracte0,oI the purchase G such labor,services,equipment or material is: 710063oe26405115%38 -JOHN S. MEEK CO., INC. 1931 N.GAFFEY ST. #C SAN PEDRO,CA 90731-1265 OWNER or PUBLIC AGENCY or Reputed Owner (on public work) 310-830-6323 (On private work) An estimate of the total price of the labor,services,equipment or materials furnished or to be furnished is: $2000.00 CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO Trust Funds to which Supplemental Fringe benefits are payable: SAN JUAN CAPISTRANO,CA 92675 NOTICE TO PROPERTY OWNER If bills are not paid In full for the labor, services, equipment, or materials furnished or to be furnished,a mechanic's lien leading to the loss,through court foreclosure proceedings, of all or part of your property being so Improved may be placed against the property even though you have paid your contractor In full. You may wish to protect yourself against this consequence by 1t)requiring your contractor to furnish a signed release by the person or rim giving you this notice before making payment to your wntra,.:or or fa)any ower method or device that is appropriate uno- ri.e - circumstances.Other than residential homeowners of dwellings containing fewer than five units, private project owners must notify the original contractor and any lien claimant who has provided the owner with a preliminary 20-day lien notice in accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of Its recordation. Notice shall be by registered mail, 71006309264051159645 certified mail, or first-class mall, evidenced by a certificate of mailing. Failure to notify will extend the deadlines to record a lien.. Dated 7/25/2006 �■^•� �. �./rJlwa+�. ORIGINAL CONTRACTOR or Reputed Contractor, if any. -- - - -- --Pres--- Signature (title) JOHN S.MEEK CO., INC. 1931 N.GAFFEY ST. #C SAN PEDRO,CA 90731-1265 PRELIM SYSTEMS INC.,P.O.BOX 385,LA VERNE,CA 91750-0385 310-830-6323 1, DU-I n-1•,(�''1f'�^ File No:3682[CA][PUBLIC][OWNER] Customer:JOHN S MEEK CO INC Notice Requested by and Return To: Project:CAMINO CAPISTRANO Penhall Company Rec IDAUCOYNBOR 1801 W,Penhall Way Cert No.:7100 6309 2640 2530 4460 Anaheim,CA 92801 [Job No:2042] Return Receipt Requested PRELIMINARY 20-DAY NOTICE(PUBLIC WORK) California Civil Code Sections 3098,3111,3241&3252 at Seq. THIS IS NOT A LIEN,THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR T0:OWNER 1.The following is a general description of OR REPUTED OWNER the labor,service,equipment or materials CITY OF SAN JUAN CAPISTRANO furnished or to be furnished by the undersigned: 32400 PASEO ADELANTO San Juan Capistrano,CA 92675 TO:ORIGINAL CONTRACTOR 2.Estimated Price:$20,000.00 OR REPUTED CONTRACTOR 3.The name of the person who furnished that labor,service, JOHN S.MEEK COMPANY,INC. equipment or materials is: 1931 NO.GAFFEY ST,STE C Penhall Company San Pedro,CA 90731 1801 W.Penhall Way Anaheim,CA 92801 U' D TO:LENDER,SURETY OR 4.The name of the person who contractedPer purc a of th-0 BONDING COMPANY labor,service,equipment or material is: ( c. m GRFAT AMERICAN INSURANCE r,0. _ ION4 S MEFK CO INC r� 0 750 THE CITY BLVD,STE 300 1931 NORTH GAFFEY ST.#C Orange,CA 92868 SAN PEDRO,CA -9073 ` J Acct]Bond#162.57.29 5.The description of the jobsbe is: CAMINO CAPISTRANO -- v CAMINO CAPISTRANO N San Juan Capistrano,CA -APN#:2042 J= 4ll VERIFICATiON I declare that I am authorized to file this PRELIMINARY 20-DAY NOTICE(PUBLIC WORK) on behalf cf the claimant.I have read the foregoing docum and know the contents thereof;the same is true of my own knowledge. I declare under penalty of perjury under the laws of the State Cal'California that the foregoing is true and correct.Executed at Anaheim,California on 0710612006 for PENHALL COMPANY. By: Linda Phillip , reditAdministrator PROOF OF SERVICE BY MAIL AFFIDAVIT 1, Linda Phillips declare that I served copies of the above PRELIMINARY 20-DAY NOTICE(PUBLIC WORK) By First Class Certified Return Receipt Requested Registered Mail service, postage prepaid, addressed to each of the parties at the addresses shown above on 0710612006. 1 decla un kY of perjury under the laws of the State of California that the foregoing is true and correct. By: Linda Phillips,Credit Administrator C:.ecc::.d a:.1ts:�tr orr�crt f'f3S17:36. NOTICE TO PRIME OR GENERAL CONTRACTOR THIS IS NOT A LIEN.THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. the undersigned has entered into a contract to perform labor or furnish materials for the above-described public project,and will look to you and your sureties for payment if the person ordering such materials and labor fails to pay for them. V`-C Penhall Company 1801 W.Penhall Way Anaheim,CA 92801 7100 6H9 i2=140 25-10 4460 RETURN RECEIPTREQUES'rED CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO San Juan Capistrano, CA 92675 . . . . . . . . .. . . File No:3627[CA][PUBLIC][OWNER] Customer:JOHN S MEEK CO INC Notice Requested by and Return To: Project:CAMINO CAPISTRANO Penhall Company Rec IDA USOYJ98D 1601 W.Penhall Way Cent No.:7100 6309 2640 2530 3357 Anaheim,CA 92801 [Job No:2042] FReturn Receipt Requested r.Fjv NOTICE(PUBLIC WORK) R California Civil Code Sections 3098,3111,3241&3252 at Seq. THIS IS NOT A LIEN.THIS IS 1ffi�FLrr6JIOrPNgHF4IMrEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR TO:OWNER 1.The following is a general description of OR REPUTED OWNER S A i ;. ,,.the labor,service,equipment or materials CITY OF SAN JUAN CAPISTRANO Jfurnished or to be furnished by the undersigned: 32400 PASEO ADELANTO San Juan Capistrano,CA 92675 T0:ORIGINAL CONTRACTOR 2.Estimated Price:$12,000.00 OR REPUTED CONTRACTOR 3.The name of the person who furnished that labor,service, JOHN S.MEEK COMPANY,INC. equipment or materials is: 1931 NO.GAFFEY ST,STE C Penhall Company San Pedro,CA 90731 1801 W.Penhall Way Anaheim,CA 92801 TO:LENDER,SURETY OR 4.The name of the person who contracted for purchase of that BONDING COMPANY labor,service,equipment or material is: GREAT AMERICAN INS.CO. _ _ _ _ JOHN S MEEK CO INC 750 THE CITY DR.SOUTH 1931 NORTH GAFFEY ST.#C Orange,CA 92868 SAN PEDRO,CA -9073 AcctlBond#162.57.29 5.The description of the jobsite is: CAMINO CAPISTRANO CAMINO CAPISTRANO San Juan Capistrano,CA -APN#:2042 VERIFICATION I declare that I am authorized to file this PRELIMINARY 20-DAY NOTICE(PUBLIC WORK) on behalf of the claimant.I have read the foregoing document and know the contents thereof;the same is true of my own knowledge. I declare under penalty of perjury under the laws of the State f Cali is the foregoing is true and correct.Executed at Anaheim,California on 0613012006 for PENHALL COMPANY. By: Linda Phillip , reditAd mistrator PROOF OF SERVICE BY MAIL AFFIDAVIT I, Lin a eRRegistered t I served copies of the above PRELIMINARY 20-DAY NOTICE(PUBLIC WORK) By First Class Certified Return Race! Mail service, postage prepaid, addressed to each of the parties at the addresses shown above on 061301penalty of perjury under the laws of the State of Califomia that the foregoing is true and correctBy: Linda Phillips,Credit Administrator :nia oa 0�1:OiPS76. NOTICE TO PRIME OR GENERAL CONTRACTOR THIS IS NOT A LIEN.THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. the undersigned has entered into a contract to perform labor or furnish materials for the above-described public project,and will look to you and your sureties for payment if the person ordering such materials and labor fails to pay for them. Dated: 06113106 CA513469 11111111111111111111111111 7114 7389 6621 1299 9043 CALIFORNIA PRELIMINARY NOTICE In accordance with sections 3097 and 3098, California Civil Code This is not a Lien, This is not a reflection on the integrity of any contractor or subcontractor Reputed Owner 1 -You are hereby notified that 06/13/06 CA513469 T& M CONSTRUCTION CITY OF SAN JUAN CAPISTRANO 780 W CHANNEL ST 32400 PASEO ADELANTO SAN PEDRO CA 90731 SAN JUAN CAPISTRANO CA 92675 2-Has furnished or will furnish labor, services,equipment,or materials of Reputed Construction Lender or Lessee the following general description: CO#BIKEWAY UNDERCROSSING GENERAL CONSTRUCTION BOND# 1625729/GREAT AM INS CO. 750 THE CITY BLVD #300 3 -An estimate of the total price of the ORANGE CA 92668 labor,services,equipment,or materials furnished or to be furnished is: Reputed Original Contractor $10,000.00 MEEK COMPANY INC 1931 N GAFFEY ST#C 4-The building, structure or othemNork of SAN PEDRO CA 90731 improvement is located at: 3a 2 2042/13IKEWAY C— MR-5 A.D.C. UNKNOWN UNDERCROSSING ?_� 2rry CAMINO CAPISTRANO & NOTICE TO PROPERTY OWNER AVENIDA PADRE r pn IF BILLS ARE NOT PAID IN FULL FOR THE LABOR, SERVICES, SAN JUAN CAPISTRANO CAE EQUIPMENT,OR MATERIALS FURNISHED OR TO BE 5-The name of the person or firm whq.WntraEW FURNISHED,A MECHANICS' LIEN LEADING TO THE LOSS, for the purchase of such labo&servic?s 0 THROUGH COURT FORECLOSURE PROCEEDINGS, OF ALL equipment or material is: 0- OR PART OF YOUR PROPERTY BEING SO IMPROVED MAY MEEK COMPANY INC BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU 1931 N GAFFEY ST#C HAVE PAID YOUR CONTRACTOR IN FULL. YOU MAY WISH SAN PEDRO CA 90731 TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (1) REQUIRING YOUR CONTRACTOR TO FURNISH A RELEASE SIGNED BY THE PERSON OR FIRM GIVING YOU THIS NOTICE 6-Name and address of Trust Funds to which BEFORE MAKING FINAL PAYMENT TO YOUR CONTRACTOR Supplemental Fringe Benefits are payable OR(2)ANY OTHER METHOD OR DEVICE THAT IS (if applicable): APPROPRIATE UNDER THE CIRCUMSTANCES. OTHER THAN RESIDENTIAL HOMEOWNERS OF DWELLINGS CONTAINING FEWER THAN 5 UNITS, PRIVATE PROJECT OWNERS MUST NOTIFY THE ORIGINAL CONTRACTOR AND ANY LIEN 7-Jobsite is Federal Public Work Title 40 USC CLAIMANT WHO HAS PROVIDED THE OWNER WITH A Sec. 270A-270E. PRELIMINARY 20-DAY LIEN NOTICE IN ACCORDANCE WITH Contract# SECTION 3097 OF THE CIVIL CODE THAT A NOTICE OF COMPLETION OR NOTICE OF CESSATION HAS BEEN Bond Co: RECORDED WITHIN 10 DAYS OF ITS RECORDATION. NOTICE SHALL BE BY REGISTERED MAIL, CERTIFIED MAIL,OR FIRST- CLASS MAIL, EVIDENCED BY A CERTIFICATE OF MAILING. Signed FAILURE TO NOTIFY WILL EXTEND THE DEADLINES TO Authorized AgentY`- RECORD A LIEN. I Construction Notice Services,Inc. +8 -366-5660 CALIFORNIA PRELIMINARY NOTICE 10230399 THIS IS NOT A LIEN THIS NOTICE IS GIVEN PURSUANT TO SECTIONS 3097 AND 3098. CALIFORNIA CIVIL CODE. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. You are hereby notified that the CLAIMANT named below has furnished or will RECEIVED furnish labor, professional services, materials, machinery, fixtures or tools of the following general description: HEAVY EQUIPMENT 10 JUN {Z P 2. 21 in the construction, alteration or repair of the building, structure or The Name and Addre s.of the Owner or improvement located at Reputed Owner is: 131 , 1389-0010602908/JOB#2042 eAu it cERnFIeD s^039548 i CAMINO CAPISTRANO AND JUNIPERO CITY OF SAN JUAN CAPISTRANO SAN JUAN CAPISTRANO 32400 PASEO ADELANTO in the construction, alteration or repair of the building, structure or SAN JUAN CAPISTRANO,CA 92675 improvement located at ORANGE COUNTY, CA, legally described as follows: CAMINO CAPISTRANO AND JUNIPERO An estimate of the total price of the labor, professional services, materials, machinery, fixtures or tools furnished or to be furnished is:$50,000.00 Per The Name and Address of the Original Contractor Month. is: CERTIFIED#71966575029003954628 JOHN S. MEEK CO.,INC. NOTICE TO PROPERTY OWNER 1931 NORTH GAFFEY ST.,STE.C SAN PEDRO,CA 90731-1265 If bills are not paid in full for the labor, services, equipment, or materials furnished or to be furnished,a mechanic's lien leading to the loss, The Name and Address of the Reputed Lender through court foreclosure proceedings, of all or part of your property and/or Bonding Company is: being so improved may be placed against the property even though you GREAT AMERICAN INSURANCE CO have paid your contractor in full. You may wish to protect yourself 750 THE CITY BLVD#300 against this consequence b 1 Requiring our contractor to furnish a ORANGE,CA 92668 9 q Y( ) q 9 Y signed release by the person or firm giving you this notice before making payment to your contractor or(2)Any other method or device The Name and Address of the Person with whom that is appropriate under the circumstances.Other than residential the claimant has contracted 00 homeowners of dwellings containing fewer than five units, private CERTIFIED# K CO., 5029003954635 owners must notify the original contractor and an lien claimant JOHN S. MEEK CO.,INC. project Y 9 Y 1931 NORTH GAFFEY ST.,STE.C who has provided the owner with a preliminary 20-day lien notice in SAN PEDRO,CA 90731-1265 accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of This Preliminary Notice has been completed by: its recordation.Notice shall be by registered mail, certified mail, or first- ECCO EQUIPMENT CORPORATION- class mail, evidenced b a certificate of mailin Failure to notify will BRANCH 1 Y g• Y 1417 NORTH SUSAN STREET extend the deadlines to record a lien. SANTA ANA,CA 927031415 Dare: Thursday, June 08, 2006 J ' Prelien#: 546268 10230399 Bond Number: 162-57-29 �'Aj�cc rate Lien 8 Con rector Assists ,Inc.,6210 E.Thomas Rd.Suite 203 Scottsdale,AZ 85251.7056 (480)941-0844 PRELIMINARY 20-DAY NOTICE(PUBLIC WORK) California Civil Code Sections 3098,3111,3241 &3252 at Seq. THIS IS NOT A LIEN.THIS IS NOT A REFAETjQ1�,QjJ jINNTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR TO:OWNER (j�+1 v G 1.The following is a general description of OR REPUTED OWNER In JON 12 Phil or,service,equipment or materials CITY OF SAN JUAN CAPISTRANO u is ed or to be furnished by the undersigned: 32400 PASEO ADELANTO Ci - CONSTRUCTION ACCESSORIES San Juan Capistrano,CA 92675 SAN JUA;1 C, .. ; 7.: TO:ORIGINAL CONTRACTOR �.estimated Price:$5,000.00 OR REPUTED CONTRACTOR 3.The name of the person who furnished that labor,service, J S MEEK CONSTRUCTION CO equipment or materials is: JOB#2042 CONCRETE TIE INDUSTRIES, INC. 1931 N GAFFEY ST SUITE C P 0 BOX 5406 San Pedro, CA 90731 COMPTON,CA 90224 4. The name of the person who contracted for purchase of that TO:LENDER,SURETY OR labor,service,equipment or material is: BONDING COMPANY J S MEEK CONSTRUCTION CO UNKNOWN JOB#2042 1931 N GAFFEY ST SUITE C San Pedro, CA 90731 5.The description of the jobsite is: VERDA BIKEWAY BETWEEN CAMINO CAPISTRANO&AVENIDA PADRE San Juan Capistrano,CA ,in the County of Orange REQUEST FOR COPY OF PAYMENT BOND AND NAME OF SURETY COMPANY TO CONTRACTING BODY: CITY OF SAN JUAN CAPISTRANO or State Comptroller The undersigned claimant hereby declares that he has supplied labor or materials as described above, that payment has not yet been made therefore, and that he hereby requests that the contracting body furnish a certified copy of the Payment Bond, if any, to the claimant,at the address listed above, and the current address of the contracting public entity. VERIFICATION I declare that I am authorized to file this PRELIMINARY 20-DAY NOTICE (PUBLIC WORK) on behalf of the claimant. I have read the foregoing document and know the contents thereof;the same is true of my own knowledge. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at COMPTON, California on 0610912006 for CONCRETE TIE INDUSTRIES, INC.. By: �,k(/c Phone:(310)886.1008 Fax:(310)886-1016 JONI VILORIA,BOOKKEEPER PROOF OF SERVICE BY MAIL AFFIDAVIT 1, MARGARET RESPERT declare that I served copies of the above PRELIMINARY 20-DAY NOTICE (PUBLIC WORK) By First Class Certified and/or Return Receipt Requested or Registered Mail service, postage prepaid, (as required by law)addressed to each of the parties at the addresses shown above on 0610912006. 1 declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. By: GARET RESPERT,ADMINISTRATIVE ASSISTANT Executed at COMPT N, California on 06/0912006. NOTICE TO PRIME OR GENERAL CONTRACTOR THIS IS NOT A LIEN. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. the undersigned has entered into a contract to perform labor or furnish materials for the above-described public project, and will look to you and your sureties for payment if the person ordering such materials and labor fails to pay for them. CALIFORNIA PRELIMINARY NOTICID 10228217 THIS IS NOT A LIEN THIS NOTICE IS GIVEN PURSUANT TO SECTIONS 3097 AND 3098. CALIFORNIA CIVIL CODE. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. RECEIVE© You are hereby notified that the CLAIMANT named below has furnished or will furnish labor, professional services, materials, machinery, fixtures or tools of the following general description: M ,W -1 P 3! 45 - HEAVY EQUIPMENT in the construction, alteration or repair of the building, structure or T�ig N��am�WAAddressof the Owner or improvement located at �AI�Ikr� 1389-0010602776 CERTIFIED#71966575029003932879 CAMINO CAPISTRANO &AVENIDA PADRE CITY OF SAN JUAN CAP No SAN JUAN CAPISTRANO 32400 PASEO ADELANTO in the construction, alteration or repair of the building, Structure or SAN JUAN CAPISTRANO,CA 92675-3603 improvement located at ORANGE COUNTY, CA, legally described as follows: CAMINO CAPISTRANO&AVENIDA PADRE An estimate of the total price of the labor, professional services, materials, machinery,fixtures or tools furnished or to be furnished is:$50,000.00 Per The Name and Address of the Original Contractor Month. is: CERTIFIED#71966575029003932886 JOHN S.MEEK CO., INC. NOTICE TO PROPERTY OWNER 1931 NORTH CA FEY9073 -12 STE.C If bills are not aid in full for the labor, services, equipment,or materials SAN PEDRO,CA 90731-1265 P furnished or to be furnished, a mechanic's lien leading to the loss, The Name and Address of the Reputed Lender through court foreclosure proceedings,of all or part of your property and/or Bonding Company is: being so improved may be placed against the property even though you GREAT AMERICAN INSURANCE CO have paid your contractor in full. You may wish to protect yourself 760 THE CITY BLVD STE 300 ORANGE,CA 92868 against this consequence by(1) Requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or(2)Any other method or device The Name and Address of the Person with whom that is appropriate under the circumstances.Other than residential the Claimant has Contracted is: homeowners of dwellings containing fewer than five units, private CERTIFIED EK CO., INC. 003932893 owners must notify the original contractor and an lien claimant JOHN S.MEEK CO., INC. project Y 9 Y 1931 NORTH GAFFEY ST.,STE.C who has provided the owner with a preliminary 20-day lien notice in SAN PEDRO,CA 90731-1265 accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of This Preliminary Notice has been completed by: its recordation.Notice shall be by registered mail, certified mail, or first- ECCO EQUIPMENT CORPORATION- BRANCH 1 class mall, evidenced by a certificate of mailing.Failure to notify will 1417 NORTH SUSAN STREET extend the deadlines to record a lien. SANTA ANA,CA 927031415 Dare: Thursday, June 01, 2006 Prelien#: 544635 10228217 Bond Number: 162-57-29 Accurate Lien&Contractor Assistance,Inc.,6210 E.Tho s Rd.Suite 203 Scottsdale,AZ 85251-7056 (480)941-0844 6210 E.Thomas Rd.,Suite 203 Scottsdale,AZ 85251-7056 7196 6575 0290 0393 2879 '1 7 u 13 3 3 A CERTIFIED#71966575029003932879 CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO,CA 92675.3603 Accurate Lien&Contractor Assistance,Inc.,6210 E.Thomas Rd.Suite 203 Scottsdale,AZ 85251-7056 (480)941.0844 File No:578[CA][PUBLIC][OWNER] RECEIVED Customer:T&M Construction Notice Requested by and Return To: Project:San Juan Capistrano Federal Disposal Service Rec IDATDOLHNM7 P.O.Box 14730h�eptt Cert No.: Irvine,CA 92623 [Job NO:20421 1eua JINN — I P I2 53 Return Receipt Requested PRELIMINARY 20-DAY NOTICE(PUBLIC WORK) California Civil Cod io � 87.4� 141,3241&3252 at Seq. THIS IS NOT A LIEN.THIS IS NOT A REFLECTIF�(9 6,4,"AAW-&NTRACTOR OR SUBCONTRACTOR TO:OWNER 1.The following is a general description of OR REPUTED OWNER the labor,service,equipment or materials City of San Juan Capistrano furnished or to be furnished by the undersigned: 32400 Paseo Adelanto Solid Waste Transport and Disposal San Juan Capistrano,CA 92675 T0:ORIGINAL CONTRACTOR 2,Estimated Price:$25,000.00 OR REPUTED CONTRACTOR 3.The name of the person who furnished that labor,service,equipment or John S.Meek Company, Inc. materials is: 1931 N.Gaffey Street,Ste.C Federal Disposal Service San Pedro,CA 90731 P.O.Box 14730 Irvine,CA 92623 TO:LENDER,SURETY OR 4.The name of the person who contracted for purchase of that labor, BONDING COMPANY service,equipment or material is: None Reported T&M Construction 780 Channel Street San Pedro,CA 90731 5.The description of the jobsite is: San Juan Capistrano Avenida Padre&Camino Capistrano San Juan Capistrano,CA ,in the County of Orange JOINT CHECK REQUESTED REQUEST FOR COPY OF PAYMENT BOND AND NAME OF SURETY COMPANY TO CONTRACTING BODY:City of San Juan Capistrano or State Comptroller The undersigned claimant hereby declares that he has supplied labor or materials as described above,that payment has not yet been made therefore, and that he hereby requests that the contracting body furnish a certified copy of the Payment Bond,if any,to the claimant,at the address listed above, and the current address of the contracting public entity. VERIFICATION I declare that I am aie onz to file this PRELIMINARY 20-DAY NOTICE (PUBLIC WORK) on behalf of the claimant. I have read the foregoing document and know ents thereof; the is true of my own knowledge. I declare under penalty of perjury under the laws of the State of Californi a for i8 true an act.Executed at Irvine,California on 05131/2006 for FEDERAL DISPOSAL SERVICE. By: Phone:(714)259.0908 Fax:(714)259.0533 Liza Shouga,Prelim Manager PROOF OF SERVICE BY MAIL AFFIDAVIT I, Julie Stafford declare that I served copies of the above PRELIMINARY 20-DAY NOTICE(PUBLIC WORK) By First Class Certified and/or Return Receipt Requested or Registered Mail service,postage prepaid,(as required by law)addressed to each of the parties at the addresses shown above on 05/31/2006. 1 declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. By: Julie Stafford,Accounts Receivable Manager Execut at Irvine,California o 05/31/2006. NOTICE TO PRIME OR GENERAL CONTRACTOR THIS IS NOT A LIEN.THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. the undersigned has entered into a contract to perform labor or furnish materials for the above-described public project,and will look to you and your sureties for payment if the person ordering such materials and labor fails to pay for them. City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 0513112006 RE: NOTICE TO OWNER OR PUBLIC ENTITY To the Public Entity: We are required by the laws of this state to notify you that we are furnishing labor, services, equipment or materials of the type described on the enclosed standard form for the work of improvement known as the:San Juan Capistrano project, located at Avenida Padre&Camino Capistrano, San Juan Capistrano,CA Such labor,services,equipment or materials were contracted for by: T&M Construction,780 Channel Street,San Pedro,CA 90731 , who is one of the owners,general contractors or subcontractors of this project. We are further required by law to notify you at this time that if bills are not paid in full for labor, services, equipment or materials furnished, or to be furnished, the improved property may be subject to mechanic's liens or stop notices, or a notice to withhold funds may be fled where applicable. The enclosed notice is not intended to reflect in any way on the integrity or credit standing of the contractors involved in this job, but is given merely to comply with the laws of this state. However, to fully protect yourself you may consider(1)requiring your contractor to furnish a signed release from the person or firm giving you this notice before making payment to your contractor,or (2) any other method or device which is appropriate under the circumstances to guarantee payment of this debt. We appreciate the opportunity of furnishing our services for this job and we hope it is progressing to your satisfaction. Should you have any questions concerning this request, please feel free to call me personally at(714)259-0908. Thank you, Sincerely, By: Phone: (714)259.0908 Fax:(714)259-0533 Liza Shouga,Prelim Manager Dated 05/31/2006 for Federal Disposal Service, P.O. Box 14730, Irvine,CA 92623 A&ALIFORNIA PRELIMINARY NOTICE L THIS NOTICE IS GIVIWOURSUANT TO SECTIONS 3097 AND 3098,MI IFORNIA CIVIL CODE THIS IS NOT A LIEN. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. YOU ARE HEREBY NOTIFIED: DATE: May 30, 2006 THE NAME AND ADDRESS OF THE PERSON ORFIRhRNISHED OR WILL FURNISH LABOR, SERVICES, EQUIPMENT OR MATERIAL OF THE FOLLOWING DESCRIPTION IS: lRjF I DE 1 I LABOR,SERVICES, EQUIPMENT OR MATERIAL: N F NEWMAN BACKHOE SERVICE, INC. D O 1 7381 Walnut Avenue NAY 3 1 P 2ZFMATED AND MAINTAINED EQUIPMENT RENTAL I R R Buena Park, CA 90620-1759 V M JV[ c._. D L15 BY: JOB NAME AND LOCATION: JOHN MEEK#2042 USAN JUAN CAPISTRANO METOLINK A Ashl y gent L g re ry CAMINO CAPISTRANO&AVINIDA THE NAME AND ADDRESS OF TH ERSON WHO CONTRACTED SAN JUAN CAP, CA FOR THE PURCHASE OF(PRIVATE WORKS)OR WHO WILL BE «.«......«....««.NOTICE TO PROPERTY OWNER....o.««.«««...« FURNISHED(PUBLIC WORKS)SUCH LABOR,SERVICES, IF BILLS ARE NOT PAID IN FULL FOR THE LABOR,SERVICES,EQUIPMENT OR EQUIPMENT OR MATERIAL IS: MATERIALS FURNISHED OR TO BE FURNISHED,A MECHANIC'S LIEN LEADING TO THE LOSS,THROUGH COURT FORECLOSURE PROCEEDINGS,OF ALL OR PART OF MEEK"INC".,JOHN S. YOUR PROPERTY BEING SO IMPROVED MAY BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU HAVE PAID YOUR 1931 NORTH GAFFEY STREET#C CONTRACTOR IN FULL. YOU MAY WISH TO PROTECT YOURSELF AGAINST SAN PEDRO, CA 90731-1265 THIS CONSEQUENCE BY(1)REQUIRING YOUR CONTRACTOR TO FURNISH A SIGNED RELEASE BY THE PERSON OR FIRM GIVING YOU THIS NOTICE BEFORE MAKING A PAYMENT TO YOUR CONTRACTOR,(2)ANY OTHER TO: OWNER,REPUTED CITY OF SAN JUAN CAPISTRANOMETHOD OR DEVICE THAT IS APPROPRIATE UNDER THE CIRCUMSTANCES. OWNER OR 32400 PASEO ADELANTO OTHER THAN RESIDENTIAL HOMEOWNERS OF DWELLINGS CONTAINING PUBLIC ENTITY SAN JUAN CAPISTRANO,CA 92675 FEWER THAN FIVE UNITS,PRIVATE PROJECT OWNERS MUST NOTIFY THE ORIGINAL CONTRACTOR AND ANY LIEN CLAIMANT WHO HAS PROVIDED THE OWNER WITH A PRELIMINARY 20-DAY LIEN NOTICE IN ACCORDANCE WITH TO: ORIGINAL MEEK"INC".,JOHN S. SECTION 3097 OF THE CIVIL CODE THAT A NOTICE OF COMPLETION OR NOTICE CONTRACTOR OR 1931 NORTH GAFFEY STREET#C OF CESSATION HAS BEEN RECORDED WITHIN 10 DAYS OF ITS RECORDATION. REPUTED NOTICE SHALL BE BY REGISTERED MAIL,CERTIFIED MAIL,OR FIRST-CLASS MAIL CONTRACTOR EVIDENCED BY A CERTIFICATE OF MAILING. FAILURE -- SAN PEDRO,CA 90731-1265 TO NOTIFY WILL EXTEND THE DEADLINES TO RECORD A LIEN. .«....«......w........+.......................dp,..............+«............r r TO: LENDOR OR REPUTEDLENDER NONE REPORTED TRUST FUNDS TO WHICH SUPPLEMENTALZRINGE EFITORE PAYABLE: Lr. OPERATING ENGINEERS TRU*gNDl_� P.O. BOX 7064 PASADENA,CA.91109-7064 c�c — TO: SUBCONTRACTOR MEEK"INC".,JOHN S. 1931 NORTH GAFFEY STREET#C (MATERIAL MEN NOT REQUIRED TO FOWSH T ABOHU ESTIMATED PRICE OF THE LABOR, SERVICES, twl SAN PEDRO, CA 90731-1265 EQUIPMENT OR MATERIAL DESCRIBED HEREIN: $1x000.00 PROOF OF SERVICE AFFIDAVIT-(SECTION 3097.1,CALIFORNIA CIVIL CODE) 1, Ashley Largent , declare that I served copies of the above PRELIMINARY NOTICE(check appropriate box). (a)[ I By personally delivering copies to at �� (name(s)and title(s)of persons served) On < 2006 at m. (date) (year) (time) (b) [)q By First Class Certified or Registered Mail service, postage prepaid,addressed to each of the parties at the address shown above on l 2006 I declare under penalty of perj %NAt the fo going is true and correct. G Signed at B U CA' on 2006 Signature of person making service: , law � 21 o [ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MAIL WHEN RETURNED] INDUSTRIAL A K2 Industrial Services ConrpanY t to General Confiactor, Attached is a general Notice to Owner, o Customer, and/or to Surety/Bond entity that KM Industrial, Inc., sends to inte2ted parties in which our services have been supplied at the indicated jobs!W. THIS IS NOT A UEN. THIS IS NOT A REFLECTION ON THE p�171EGRITY OF ANY CONTRACTOR SUBCONTRACTOR OR ANY OTHER EN7TTY INVOLVED. This notice is being sent in compliance with the applicable statutes of the state. It is merely to inform you that we may exercise any rights to file a Gen against the/your.property ONLY in the event that our bill is not paid. If any of the information on this notice is incorrect, please contact us immediately, and we will readily correct any error made. ff payment or arrangements have been made, we thank you for your cooperation. ff you have any concerns regarding this notification, please contact Holly wwkenhagen at 562-983-5191, Ext. 3176. 1411 W.Gaylord Sheet 1"W BcwJ+CA 90813 Tel:562-983-5191 Fac 562-983-5196 W Form 105-C Copy No. LL PRELIMINARY 20-DAY NOTICE NOTICE TO PROPERTY OWNER d z (This form may be used on both public and private projects) It bills are not paid in full for the labs,services equipment.or material furnished or to be furnished,a mechanic's Tian leading to the loss,fthra d court foreclosure proceedings, of all or pan of your property being sc O To: CONSTRUCTION LENDER(Or Reputed Construction Lender)(if any) improved may be placed against me property even though you have prat 0 your contractor In full. You may wish to protect yourself against tun consequence by(1)requiring your contractor to famish a signed release In W Name: - the person a nm,giving you me,notice before making payment to roe Q Street - contractor,(2)requlanp your cwtnttor to rumish a recerpt to asfa0llsh d that you paid the contractor In full and hibernate,no lata man 30 pays N City,State,Zip: from..if of this pnlholnary natlw so aplai vlt that you paid Me contncta In full,or-(3)any other method or device that is appmpnatE d under the Circumstances. Z To: OWNER MPUBLIC AGENCY 0- 'PLEASE NOTE:The Italicized language was included In the notice by z 0 Name: City of San Juan Capistrano drafting error in senate Bill 914 and may be deregamec. K Address: 32400 Paseo Adelanto - MAILING INSTRUCTIONS Street,City,State,Zip: San Juan Capistrano,CA 92675 (1)If the person remdee m califomia,the notice maybe lamed by tiret ate U misstated or ce titied mail,postage prepaid,addressed to the person at hi Q or her reaidence,or place of business address,or at the address shown b 2 To: CRIGINAL CONTRACTOR(Or Reputed Original Contractor) trio building permit on b:e. n: at his address shown on a record Z Construction Trust Deed (2) Wher O service Is made by brat class registeretl or certified mail,service is comport U Name: John S.Meek,Inc. at the time of the depose of mail. Q Street: 1931 N.Gaffey Street If this notice is given by a subcontractor who is nepuired under a collectiv Z bargaining agreement to pay fringe benefit,the names and addresses o City,State,Zip: San Pedro, CA 90731 the huge benefit fust follow. OfO General description of the labor,service,equipment,or materials furnished,or to be N m furnished and an estimate of the total price thereof: Z Z � a Prepare and Gralfff Coat the San Juan Capistrano Venda bikeway,Underpass and Retaining Walls )>— S O U Job Number 50002 ( U Z Estimation $ 14s50.00 mmp avm �7 W PROOF OF SERVICE ij DAV1T� r Q NAME AND ADDRESS OF CLAIMANT GIVING THIS NOTICE The undersigned served copies of thiA iiminary%bay N U by first class registered or certified m stage ptagaid,on t m Name: Holly Wickenhagen,KM Industrial,Inc. persons and al the addresses shown o r 07. Street: 1411 W.Gaylord Street O City,State,Zip: Long Beach,CA 90813 January 5,2006 af (Date) W NAME OF PERSON OR FIRM THAT CONTRACTED TO PURCHASE THE LABOR, 3 SERVICE,EQUIPMENT,OR MATERIALS I declare under penalty of perjury under the laws of the State of Q Name: John S.Meek,Inc.,Attn:Kurt Reed California that the foregoing' Wean Red O -1 z DESCRIPTION OF JOB SITE SUFFICIENT FOR IDENTIFICATION Dated: J n a , 006 (L O San Juan Capistrano Veranda Bikeway UnderpassMlalls Signature: San Juan Capistrano,CA W CI z W J STAPLE RETURN RECEIPTS HERE O z a O ' U —ra 9J /21%, U CALIFORNIA PRELIMINARY NOT OTHER THAN RESIDENTIAL HOMEOWNERS OF DWEL CONTAINING FEW THAN 5 UNITS,PRIVATE PROJECT RS MUST NOTIFY THE ORIGINAL CONTRACTOR AND ANY LIEN CLAIMANT WHO HAS PROVIDED THE OWNER WI PRELIMINARY 20-DAY LIEN IN ACCORDANCE WITH S N 3097 OP THE CIVIL CODE THAT A NOTICE OF COMPLETION OR NOTICE OF CESSATION HAS BEEN RECORDED WITHIN 10 DAYS OF ITS RECRODATION. NOTICE SHALL BE BY REGISTERED MAIL,CERTIFIED MAIL,OR FIRST. CLASS MAIL,EVIDENCED BY A CERTIFICATE OF MAILING. FAILURE TO NOTIFY WILL EXTEND THE DEADLINE TO RECORD A LIEN. (For use on public and private works- In accordance with Sec.3097, 3098 and 3111, California civil Code.To be used by materialmen,suppliers,subcontractors,architects,engineers and others supplying labor, materials,services or equipment) CONSTRUCTION LENDER OR REPUTED YOU ARE HEREBY NOTIFIED THAT BRODHEAD STEEL PRODUCTS CO. INC., CONSTRUCTION LENDER 143 S. LINDEN AVENUE, S. SAN FRANCISCO,CA has furnished or will furnish labor, [ I services,equipment or material of the following general description: [ N/A ] FURNISH STEEL GRATING Construction Joan no. (general description of the labor,services,equipment or material furnished or to be furnished) (If known) for the budding,structure or other work improvement located at: VEREDS BIKEWAY UNDERCROSSING SAN JUAN CAPISTRANO, CA. (address or description of job site sufficient for identification) The name of the person or firm who Contracted for the purpose of such labor,services, OWNER, REPUTED OWNER or equipment or materials is: PUBLIC AGENCY JOHN S. MEEK COMPANY [ CITY OF SAM JUAN CAPISTRANO ] (name and address of person or firm) [ 32400 PASEO ADELANTO ] 1931 NO. GAFFEY ST. , STE. C, SAN PEDRO, CA. SAN JUAN CAPISTRANO, CA. An estimate of the total price of labor,services,equipment or material furnished or to be 92675-3603 tumished is: $$4,200.00 91 7108 2133 3931 8563 7066 Trust Funds to which Supplemental Fringe Benefits are Papble. ORIGINAL CONTRACTOR or (Materialmen not required tD furnish.) L m m REPUTED CONTRACTOR c e-) [ JOHN S. MEEK COMPANY INC. ] (nom) (address) C t [ 1931 NO. GAFFEY ST. , STE. C ] Dom' SAN PEDRO, CA. 90731 (name) (address) /)-- 'D M N : m NOTICE TO PROPERTY OWNER ]]]�]]]yyy�� O 91 7108 2133 3931 8563 7073 IF BILLS ARE NOT PAID IN FULL FOR THE LABOR,SERVI EQUItMNT,OR MATERIALS FURNISHED OR TO BE FURNISHED,A MECH CS'LIEtWEADING TO THE LOSS,THROUGH COURT FORECLOSURE PROCEEDINGS,OF ALL OR,PART OF YOUR SUBCONTRACTORS WITH WHOM THE PROPERTY BEING SO IMPROVED MAY BE PLACED AGAINST THE PROPERTY EVEN CLAIMANT HAS CONTRACTED THOUGH YOU HAVE PAID YOUR CONTRACTOR IN FULL.YOU MAY WISH TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY(1)REQUIRING YOUR CONTRACTOR TO [ ] FURNISH A SIGNED RELEASE BY THE PERSON OR FIRM GIVING YOU THIS NOTICE [ ] BEFORE MAKING A PAYMENT TO YOUR CONTRACTOR(2)REQUIRING YOUR CONTRACTOR TO FURNISH A RECEIPT TO ESTABLISH THAT YOU PAID THE CONTRACTOR IN FULLANII RECORDING NO LATER THAN 30 DAYS ROM RECEIPT OF TI THIS PRELIMINARY NOAN AFFIDAVIT THAT YO PAID THE RACTON FULL, OR(3)ANY OTHER ME OR DEVIC THAT IS �ROPRIADERCIRCUMSTANCES. ' A06 4-4881 David R. Brodhe a dent // daim NOTE: This document has important legal consequences;consultation with an attorney is encouraged with respect to its use or modification. This form is intended to meet the requirements of California law as of January 1,2000. To be effective,this preliminary notice must be properly served. ............................................................................................................................................................................................................................................................................................... PROOF OF SERVICE AFFIDAVIT (SECTION"7.1 CALIFORNIA CIVIL CODE) I, DAVID R. BRODHEAD declare that I served Copies of the above PRELIMINARY NOTICE(check appropriate box). a. [ ] By personally delivering Copies to at (n..(s)end tdb(s)of person aervedl (address) on 20 at or (date) (time) b. tj By First Class Certified or RegisteredffAeil service,postage prepaid,addressed to each of the parties at the addresses shown above on 4/26 2006 . I declare under penalty of perjury that the foregoing is true and Correct. EirBgted on 4/26 2096 at 14 SO. LigDEN AVE. S.S.F. California by ATTACH RECEIPTS OF CERTIFIED OR REGISTERED MA L WHEN RETURNED CALIFORNIA PRELIMINARY NOTICE This form complies with professional standards in effect January 1-December 31,2006 E WITH SECTION 3097 AND 3098,CALIFORNIA CIVIL CODE THIS IS NOT �L, ' t EFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR THIS NOTICE IS REQ ERCALIFORNIA LAW TO BE SENT TO YOU BY CERTAIN PERSONS OR FIRMS SUPPLYING LABOR OR 10 `® MATERIALS ON YOUR JOB. LICENSE NO.738236 WE ARE PLEASED TO INFORM YOU THAT The name of the person or firm who contracted for the purchase of such labor, Y CLERK services,equipment or material is: CHARLES. _ (Firm )j I'{$T1I��N0 (Firm or person Rani or,services,equipment or material) PASTUSAK PLUMBING CO. 2841 GARDENA AVE.,SIGNAL HILL,CA 90755 (Name of Person or Finn) (City,State,Zip) 144 W. 17r"'STREET Has furnished or will furnish labor,services,equipment or material of the (Address) following description:BYPASS SET UP AND RENTAL LONG BEACH,CA 90813 for the building structure or other work of improvement located at: (City,State,Zip) SAN JUAN CAPISTRANO BIKE PATH An estimate of the total price of the labor,services,equipment or material (Name or Description of Project) famished or to be furnished is:$68,000.00 PASEO ADELANTO (Street Address OR Lot and Tract No.) Trust Funds to which supplemental fringe benefits we payable: (Tract/Subdivision Boundaries) N/A SAN JUAN CAPISTRANO (Name) (®City) or (❑County) (Address) To Owner or Reputed Owner,or Public Agency: CITY OF SAN JUAN CAPISTRANO (Name) (Name) 32400 PASEO ADELANTO (Address) (Address) SAN JUAN CAPISTRANO,CA 92675 To Original Contractor or Reputed Contractor: (City,State,Zip) Construction Loan No.NL(if known) JOHN S.MEEK CO.,INC. (Name) NOTICE TO PROPERTY OWNER 1931 N.GAFFEY ST,SUITE C If bills are not paid in full for the labor,services,equipment or materials (Address) furnished or to be furnished,a Mechanic's Lien leading to the loss,through SAN PEDRO,CA 90731 court foreclosure proceedings,of all or part of your property being so improved (City,State,Zip) may be placed against the property even though you have paid your contractor in full. You may wish to protect yourself against this consequence by(1) License No.709151 requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor,or(2)any other method or device that is appropriate under the circumstances.Other than To Construction Lender or Reputed Construction Lender: residential homeowners of dwellings containing fewer than five units,private project owners most notify the original contractor and any lien claimant who has NONE provided the owner with a preliminary 20-day lien notice in accordance with (Name) Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of its recordation. Notice shall be by registered mail,certified mail,or firsriclass mail,evidenced (Address) by a certificate of mailing. Failure to notify will extend the deadlines to record a lien. (City,State,Zip) PROOF OF SERVICE AFFIDAVIT (Section 3097.1 and 3098,California Civil Code) I, Sarah Criscuolo,declare that I served copies of the above Preliminary Notice(check appropriate box). (a) ❑By personally delivering copies to (name and title of person served)at (address)on (date), at (time). (b) ® By First Class Certified or Registered Mail Service,postage prepaid,addressed to each of the parties at the address shown above on April 6.2006. I declare under penalty of perjury that the foregoing is true and correct. Signed at Signal Hill California,on April 6,2006. �� /� n L ,�, ' 0 (ATTACH RECEIPTS OF CERTIFIED OR X /�a l Id� C� REGIS D MAIL,WHEN RETURNED) (Signature of Person Making Service) i 32400 PASEO ADEL-ANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 SAM ALLEVATO (949)493-1171 IDfOBY110TO DIANE SATHCATE (949)493-1053 FAX • (STRBU90 1961 WYATT HART www.sanjuancapistrano.org 1776 JOE SOTO 0 • DAVID M.SWERDLIN NOTICE TO PROCEED Please sign and return (1) signed original in the enclosed envell a z M TO: John S. Meek Company, Inc. n`—' s 1931 North Gaffney Street, Ste C t n San Pedro, CA 90731-1265 Dm� Cr am < Project: Vereda Bikeway Undercrossing, CIP No. 124 IT1 N v D Amount of Contract: $ 1,734,444.00Z cn 0 You are hereby notified to commence work on the referenced contract on March 13, 2006, and to fully complete all of the work of said contract within 180 consecutive calendar days thereafter. Your completion date is September 9, 2006. The contract provides for an assessment of the sum of $250 per day as liquidated damages for each consecutive calendar day after September 9, 2006 that the work remains incomplete. Dated this 1s` day of March 200066.. "t i I aeerk n y ACCEPTANCE OF NOTICE Receipt of the foregoing Notice to Proceed is hereby acknowledged by this .3"O day of /VdAe 2006. Date: 3 3 S' ature r-1 By: 3_y}m e 5 Title: (Print name of signer) U cc: Brian Ige, Engineering Technician; Nasser Abbaszadeh, Engineering & Building Director San Juan Capistrano: Preserving the Past to Enhance the Future �, Printed on recycled paper CITY OF SAN JUAN CAPISTRANO VEREDA BIKEWAY UNDERPASS ABBREVIATIONS DEGREES) FOOT or FEET or MNUTE(S) " NCH or WOES or SECONDS) /. PERCENT POUND or NUMBER OP ANGLE PONT APWA AMERICAN PUBLIC WORKS ASSOCATON DRAINING INDEX � BEGINNINNG OF CURVE CC CENTER OF CURVE 4 CENTERLNE M.NO. DESCRIPTION SHEET NO. CUP CORRUGATED META- PIPE COMIC CONCRETE N G-01 TITLE SHEET I DECP CONTROL SCRIPT ON1 C-01 PLA! AND PROFILE 2 DIA DIAMETER C-02 UTILITY PLA! 3 DOT DEPARTMENT OF TRANSPORTATION DR DRIVE 4 ,l C-03 ELEVATION - RETNNNG WALL LEFT SBE 4 DWG DRAWING E EAST or EASTERLY a EASING ry �TILGN . C-04 ELEVATION - RETANNG WAIL RIGHT SDE 5 EC END OF CURVE C-05 PIRIRNG LOT - PLAN 5 EL of ELEO EEV LEVATION U-01 UTILITY RELOCATION / REARRANGEMENT - SHEET 1 OF 2 7 Y ESOT EASEMENT U-02 UTILITY RELOCATION J REARRANGEMENT - SHEET 2 OF 2 8 E% a EAST EXISTING EXP JT EXPANSION JOINT NOT TO SCALE D-01 SECTION AND DETAILS -SHEET MOF 2 9 FL FLOWLNE D-02 SECTION AND DETAILS • SHEET 2 OF 2 p FT FOOT FEET NL INCLUDINGINCLUDINGINNC %5-01 CROSS SECTIONS -STA 0.00 TO STA 1-75 -SHEET 1 OF 3 IT NV INVERT L LENGTH o� %S-02 CROSS SECTIONS.- STA 2.00'70,STA 1.75.--SHEET 7 OF 3. 12- LOL LAYOUT LINE gg o 7 5 / %S-03 CROSS SECTIONS -STA-4^00 TO STA 5.75 -SHEET 3 OF 3 13 LT LEFT NN Uri" MBC MISCELLANEOUS 5-1 GENERAL ARRANGEMENT N MP MILEPOST 1 g f \ S-2 AW M 14T DETAILS 15 N NORTH a NORTHERLY m NORTHING >i �!- NO NOT TO S NORTHERN S-3 WNGWALL.AND MISCELLANEOUS.DET/1LS % N75 NOT TO CAE i7 1; ♦� OCFCD ORANGE COUNTY FLOOD CONTROL DISTRICT S-4 BENT DETAILS 17 OCSD ORANGE COUNTY SANTATION DISTRICT -+ OCTA ORANGE COUNTY TRANSPORTATION AUTHORITY S-5 RECAST PRESTRESSED GRDER DETAILS MI A PONT OF INTERSECTION ---" S-6 MISCELLANEOUS DETAILS 19 P/L PROPERTY LINE POO POINT OF BEGINNING SAN JCTAN CAPISTRANO S-7 GENERAL NOTES 20 POE PONT OF ENDING - S-B LOG OF TEST BORINGS 21 Ra PRC PONTOFREVERSE CURVATURE _ ---J �\ S-9 GENERAL NOTES FOR EROSION AND SEDIMENT CONTROL CANINO DEL AVON `- -BEST MANAGEMENT PRACTICES PER NPDES 12 PROP PROPOSED PVC PONT OF VERTICAL CURVE STANDARD PLANS PVI PVT POINTOINT OF VERTICAL OF VERTCA INTERSECTION TANGENT APWA •613-1- REINFORCED CONCRETE RET WALL TYPE 4 PFRD PUBLIC FACILITES 4 RESOURCES DEPT (COUNTY OF ORANGE) R RADIUS R/W RIGHT-OF-WAY APWA •617-1-REINFORCED CONCRETE RET WALL DETAILS RCP REINFORCED CONCRETE PIPE APWA •300-2 -CURB OPENING CATCH BASIN RENF REINFORCEMENT APWA • 313.1-LOCAL DEPRESSORS AT CATCH BASINS NET RAILROAD CALTRANS STD.•BR-47 - CABLE RAILING RT RIGHT PROJECT CALTRANS SID.-073,TYPE G-1 5O STSTOH DRASNOUTHERLY or SLOPE LOCATION OCSD STD NO.S-010 - PPE INSTALLATION 6 PAVEMENT REPLACEMENT SHT SHEET SAN JUAN g OCSD STD N0.S-045 -SEWER MANHOLESic S SANITARY SEWERIRNIO LALDPW •6203-1-CONCRETE SLOUGH WALL SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION .x STA STATION PFRD • 120-0 -CURB AND GUTTER STC STANDARD I TANGENT PFRD •1317 - CONCRETE COLLAR TC TOP OF CURVE TOR TOP OF q PFRO • 1319 -PPE BEDDING T/R or TRK TRACK RAIL VICINITY MAP PFRD • 1326 -CONCRETE PPE ENTRANCE TYP TYPICAL PFRD • 13M -JUNCTION STRUCTURE TYPE I LINO UNLESS NOTED OTHERWISE VCP VITRIFIED CLAY PPE NOTE:THE CITY WILL MAINTAIN THE BIKEWAY AFTER CONSTRUCTION PFRD •LW5 -NLEr TYPE v wJ WITH g W WWI/ WELDED WRE MESH FENCE 4$ ' UoLiSOCIRTES RMRIv� SON APPROVED BYE DATEII �.S INCH CONTRACT NO. CIP124 J ISSUED: 10/10/05 '1 SUBMITTED BY: DATE �W H BV CONTROL STA 1387.22.38 METRDLINK PROP 2ND TRACK El 77.27 •I PERFORMED BY HARO ENGINEERING AND CONSTRUCTION --- STA 1387.32.83 METROLINK EL 76.60- STA 3.01.98 ¢BNKEWAY EL 6127 n BIKEWAY EL 60.58 NO. NORTHHG EASTNG ELEV STA 3.20.27 ¢ n rmh nb < P I 48771731D0 1569653.6200 91.10 2 487775.0978 7569248.1764 92.08 - _ - - - • - g - _ _ _ - '^ - _ - - - - - - I w PROPOSED THREE-SPAN BROCE3 486739.2797 1569183.8762 84.88 •�G E10S11NG F- PROPOSED BIKE PATH _ _ _ _ - - FINISHEDSURFACE - - - - -4 486050.9299 869160.3671 79.76 0a u n w 45 485330.8176 869170.1367 74.01 - - - - - '- _ // - - - -SiATXNING KONG [ENTERLIE _ _ _ _ _ _ _ _ - . . _ - - _ _ m, _ - - - _ _ _ _ ,• _ _ _ _ 9 . EXIST RAILWAY CENTERLINE OFFSET 70 - - _. _ 0.671 6767 FS 70 2 1410-27.85 _ _ _ _ _ _ _ _ _, _ - ✓•e - . _ _ _ _ , _ - _ _,� _ _ _ _ _ _ . _ _ _ _,N m _ _ _ _, - . _ c '� - - _ - _ _ > -' - _ b'ESI' . . - - m LCl 8137_ . 3 1403.89.62 n W L M12.00' n `� G2 0.451. :s - n 4 1397.00.95 3.28'LT4G�6� -o G2 8.23[ f I < ^ r ` W _ 5 39.82.24 42.28'RT -8.23X 4"0 SO _ _ _ _ NO. REM/R(5 OESCRPTXN BD _ _ - - -_ (D O _PROP YB•EL62.60_ - SJC-5 ED SPK 6 W LS4182 AND SLY __ _ _ _ _ _ _ _ _ _ i _ _ _ _ _ _ _ _ _ . _ _, _ _ _ _ 6 W_ . . . . _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ ,_ _ _ _ _ _ _ _ _ _ _ _ 7 CENTERLINE INT.OF CAMWO2470 SO CAPSTRANO DEL OBISPO ST (ELY) _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _1 _ _ _ _ _ _ _GRDURD-WATER EL-•56.0_ q ^ _ _ _ _ _ _ _ _ _ _,_ _ _ _ _ _ _ _ _ . - , _ _ _ - - _ _ _ _ _ - _ _ _ _ _ - . _ _ _ _ _ 2 SET SCREED"+"ON N'lY SIDEWALK OF _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ i _ _ _ ,_ _ _ _ _ _ . _,_ - _ _ _ . _ _,_ _ . _ DEL OBSPO ST --- _ _ _ 3 At2 x 1 IIOB 50 < • 50 ' SET z z 2 HIOB 0.00 1.00 2.00 3+00 a w 4+00 5.00 6+00 6+50 5 SET 2x2HIM BIKEWAY ELEVATION PROPOSED PROPOSED BIKEWAY GEOMETRY DATA RETAINING WALL CURVE DESC BEARING p15TANCE STATION NORTHING EAST14G Dc RADIUS DELTA L T - ? (BINSOTH E PER EDGELNES ♦.�� IBOTH SIOES1 PER C O. YE A208 INSTALL 4•WOE BY 7'LONG T 0• .00 484854,71 1 8 .63 STA 3.2027 T BIKEWAY EL 6458 • X�� Vit/ / a// STD NO.A208 PLACED AYELLOW T 17'01C� N4T7B' B4.0JSTA 1.787.32-83 ¢METROLINK T/R Ek 76.60 �v� r PC 0.84.0.7 48491L3 1568%4.71 MP 19792 O1 R 485133.00 1568782.57 .� PT 1.48.87 484959.84 1569027.55 N 4691HIS24 6r 7-p• N35.8'16 O.Oi E86914520 ��I'/ ��/' UN 5 TYP�� EWAY PC 1.95.8 484998,22 869054. /i A -_ O R 4848 5.06 1569299.66 5'05'55' STA 3.01.98 // - / ` PT 3.57.43 485099.36 1569178.16 ¢BIKEWAY EL 61.27• " 6' S T-0" ' 1 tU.SS 4.71 48514 . .01 OPP STA 1387.2236 ¢METROLNK �/ `�r 18",55 r pOtA PEE MIN TYP O R 485582.71 8690 . 9 11.58'41" 4 A PROP 2ND TRACT(EL 77.27 // ; / / . y• EXISTING RAILROAD 12'AC PAVEMENT SECTION PROPOSED PT 5.7 .17 48557.54 869371.92 / O. TRACK IMETROUNK/ OR 14'ICN PCC SECTION FROM PoT N T 9 35.84 6.11.01 485218.79 156"00.78 CITY .�`�., /j N4TRN(1 STA LM.00 TO 5.75.17 PAVEMENT WALL MAINTENANCE <t Ai/ /s v 2s ---- AC PAVELEw EDGE v3' P1tOPWCD RELocarxN YARD 2 ° , -' ° - voNs BIKEWAY STRIPING DETAIL sD JUNCTION Boz ° EXIST 18.55 /' �/ PARKING C-01 SCAie NONE / / •k - AjA,� ,4 °�i RELOCATE / - /, PROPOSED THREE- LOT �+ 4 T ♦� / ?" �- s SEWER ATE SPAN SEDGE n . BEGIN STRIPFK DESCANSO \"Grey;. ` / �j _ LIMITS OF ROCK TELT r 1 ., ,,4/c• N % AOPE.PROTECiION PROPOSED EASEMENT I �6 _. OCFCD ROPE EASEMENT •'., + t / SEE DETAA� VETERANS n ° r,.B-4 Y,5` i a v / �/ _ / _ FOR LAYOUT x +<< ` PARK oma'+ o- o !\Y :� r / r PROPOSED RET WALL FOR 6228-3671 Na ✓N `�.. _ _, `.$ •\ _ PROPOSED BKEWAY / SYLAMIWE TREE o <`, ` .._.- Nom_ ._N"^K,W5�8�/ i/ r _ _� -1 __________ < N / / NOTIFICATION SKIN ¢PROPOSED BIKEWAY - LEGEND -_- OUCFCD- - WILLOW TREE \� (LOCI _ _7%00' / ' , • `� 2 f _ w _ _ �:.. _ 6100.__-__ '..DONKNIE/ CD P/L _N .. ._ 0.00__. .d- _�{ .. _ ✓ /i �� \Alld.-A6y> ._�FOPOSED-_... '�' -_ EAST SIDEWAY 7VNI _ _ _ _ - J \ N53 37 59"E .._- y= .'��.. EXIST BIKEWAY TO BE REMOVED - „-_- .r - -.. _ �`-�/� _a �� _ _ _ _ 'o ra r- -,R NOTFN:ATM7N SIGN 2 SYCN4DRE TREE PROPOSED BIKEWAY - _ .Fit E305-f A$FI BNE`PAifi-v'- _-" - z •'o m+T 1-_ -- S - OCTA.PK - -E70STRC //y, / A/ FISTING FENCE (TO BE REMpVEDl Q "' a ' ,n y..< m"o+ ..P16 -� (OSFCD_[ASEWENT . RAILROAD BRIDGE / TO REMAIN y c, PROP RET WALL PROPOSED BIKEWAY EXTENSION E lEMSKINBIKE JAtH- - _ AT BRIDGE)__ `v `/ EXIST BROGE (MP 57901 PROP SUMP W S . N 48508.58 1 0 r -$ THE ENGINEER WILL PREPARELAYOUT OF THE NOTE -�)••-""�- -- �' /'� i- ' E 869142.74 SAN JUAN CREEK 30 20' n' p 30' 60' 5' 0 5' 10' PROPOSED EXTENSION DLRNG CONSTRUCTION PHASE SKI JAN CREEK (SX)STATIONS SHOWN ARE FOR / fp PLAN INFORMATIONAL THE CONTRACTOR. INFORMATIONALIN AL USE ONLY.THESE STATS SHALL NOT 8E USED N'S[I BIKEWAY KF,MIENT Imo' HOR1Z: GRAPHIC C SCT' 30' VERT: GRAPHIC SCALE: 1" 5' y'u BES D By t CONTRACT N0. �. ��"• C.N. B2.W PASEO NXL/NTO a K CITY OF SAN JUAN CAPISTRANO CIP124 _ ......" DRAWN BY 1 iT $AN„N CAMIAMDr CA 92575 .� ° VEREDA BIKEWAY UNDERPASS W `+� DRAWING N0. C-01 .yI JAPP _ MP 197.$8PLAN AND PROFILE1 N0.N.S.MPROVEf)BY 4NmE�(7M 725 TOWN 4 CQ BY ROAD -STATE lW �-Q/'TRA.�v. ORANGE.CA 91868 2 SCALE DESCRIPTION BT •• DATE rano/os �u'tX•K�� AS NOTED � O O - OCTA P/L - 811(EWAY SAN AAV CREEK _ EXIST IR"SS 3 PIPES (1-4^06 2-5^0) —� / END WWNF STA 1386.38) \ SECTION 1-1 ' /✓i .% r,` OCTA Ph PROTECT N PP \ PROPOSED MCI RELOCATION (BY OTHERS) N PLACE WELDED WIRE MESH FENCE NOT TO SCALE (WWNF),AS PER SCRRA(METROLINK) WSC VAULT STD PLAN ES2911-02 MG NCI MARKER PONA T END CABLE RATING AND (TO BE REARRANGE /�� BEGIN WWMF ON RETAINING BY OTHERS) WALL. 4 SO .UNCTION STRUCTURE _ / : i' a 0. (PROTECT N PLACE) <. ' EXISTNG RAILROAD C f >c.\. /,' '�: <. ¢ TRACK (METROLNK/ PONT B. CAV E,RAI AND BERN \. } SS CITY CONCRETE SLOPE _ / / ' AMTRAK) CIBLE,RAA.NG ON RETAINING 9 MNNTENANCE D- ROTECTION (TYP / f ; WILL. ` ,J� ', END FENCE (STA 136 -33) YARD x.. CATE �1, WM DR1N / _ ,r ,k( ' PROPOSED THREE BRIDGE N� INSTALL 80'(CUT TO FIT)OF D"SS __ .. �>!!!!!! 3 <, T /,� NST/LL NEW 6•-U••CHNN LIN( WCL 2 MANHOLES` VE 100' D-01 ,A i N"WATER (CVWO)N _ FENCE FROM STATION 1.91 TO � 48"CASING UNDER OCTARAW 5.80 ALONG NORTH END OF BIKEWAY OF 18"55 / i /PROTECT N'PLACE1 -. VO1 /ICL MANHOLE / ,?� i D INSTALL 35'OF-24"SD WCL TCURB - �. TO PVC U 02 CWB OPEIIIG ILE AND CO COLLAR U-02 NSIALL S7'OF CHAN LN( \:. �`.. DESCANSO FENCE PER PFAO •600-0 vARR/NGE 14 50 / - PON WATER (CYWDI VETERANS TIKE-.FENCE IS SET PARALLEL / \ -`. './ .;-� - -�- .. (PROTECT N PLACE) PARK AND 2.5,TUT AWAY FROM #� PONT A/ _ --WATER'fCVWD) BACK OF REAH_TNC WILL �\ 1\ (PROTECT N.PLACE) s . - j•- I - :.T PRDP05E0 EASEMENT ` BEGIN CABLE \..' / /- - _ - - - (OR 6 SLOPE EASEMENT (159 RALNG STA 1.15.00 • " - • ' / <.' -� END CABLE RULING (OR 6228-367) PROP.BIKEWAY _.-_-.' � �:�- - !T BE VFOS - � _-- '-- ---- / -.� GROUND STA 4-91.00 _ � r y RELGCATE LIGHT - .,. • .' J,/r-. SULP.PIAP ".. ..��j DONMNE/SCNNIBER P/L `� r _ -OCECQ /L - - '...... -per OF CHAIN LINK FENCE ./ .�1 A 1386-50), - _ - .. P�7FGTTON4TYP) -__ -. DNEWAY .. _ INSTALL 6B'DE.24'S0 ABANDONED�P= .� � - OF 1 REMOVED V TRASH-RACK L1 SOLIN -NCI.7UNCTgN STRUCTURE U.0) T < % / ��-i ..<.t - U_D. _ PUMP __ -"_ - RENOYE 6B'OE 24'SO . _ -� ". / / � ..OUTLET �y - --__ — - _ --N0.-,RMCT IN STRUCTU3[_._ __ /�S iii /� i- _- __ _ END WWIf (STA 1387 13) 21'(U SO p"CNP ATO REMAIN) m f STEEL PPE - / 24-DLA OUTLET / -- - -----" - - < � U-02 24'DLA OUTLET (TO REMAIN)OCTA P/L (TO REMAIN) FENCE EXI s (OCFCD EASEMENT (TO REMAIN) SAN JUAN CREEK AT ) N o 4yA6 Ir np Gro f♦ENAN) DISCLAIMER= 8i,R g f O� EXISTING RAILROAD BRIDGE UTILITIES SHOWN ME BASED UPON AVAILABLE INFORMATION.EVERY EFFORT HAS BEEN Wa TO ENSURE CORRECTNESS OF THE PLAN. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PROM TO CONSTRUCTION. �W CALL BEFORE YOU DIG a 1$00-422-+4133 20 0 20 m' :g 72 HOURS NOTICE REQUIRED GRAPHIC SCALE r ^ 20' €W W ...a..��,.��.. OESAacO er Ox a po<Eu, CITY OF SAN JUAN CAPISTRANO CONTRACT No. CIP124 C 9 3NW Pft . A 4�c A p ......"'^"".,' MA"BY R,. t _ srN AllM e . mTs u �e4 VEREDA BIKEWAY UNDERPASS w.sTBW,o,eA DRAWING N0, C¢CKEO By s MP 197.88 C'02 PAFTEA3p1EM•.OISVf� UTILITY I PLAIN REVISION SHEET N0.3 ONED Br a ns Town L� TaY ROA !RATE V .r..w a.Tr. ASSOQIN ,INc .CA 92M i �m m-��"rs"`e.•~` RTE )OiloiOs S„E alar”' SCALE NOTED REV GATE OESCR IPTION 6. APP OCTA P/L CONSTRUCT TYPE 4 RET WALL �I o m o h /,_ IB"I�ER (CVWD)IN PER APWA SID PLAN •613-1 o j �; _ °; 46'•tiA1ETG (AIDER OCTA R/W (MODIFIED) s W 3 '� (PR0IECT N PLACE( W e / HORIZONTAL CURVE TABLE \ ; < x ; a ;7>• a' CONSTRUCT SLOUGH WALL (MODIFIED) LACDPW STD PLN( •6203-0 \• i �3�- od'�� .`� ,m--, „�� a�''� pmt sm OCTA P/L NO. D R L T • f 3 3z m Hi." ty Srq 4. �o�$. ; ;� �•„ m 3 a h o 3 a .o -•`' >��7 o ff ST 35.Op A !ffT O WAC( 7.25'22" 293.00' 37.96' H.OY CONSTRUCT SLOUGH WNL (MODIFIED) a \ d. "„ rvz •<- d' �S: WA (O( . PER LACDPW STD PLN( •6203-0 ; 3+ . {.,qC/�l/. ;. m FACE OF <zw w n in'3.m;--'w Y T00'(I 307.00' t101.26' 51.09' T'}.'A\•`StA S % RETAININGC WALL 5 Nwm a $ - �mm�_:. < ' BECgy SC W41 SPoE SIA 18'57'55" f•,�Sp O WALC E T 4'1775 RET W RET wNl LOL S( Wq( EWAY,>pp('L& . N DD IPC 5}A t'�' Ewm T.Oa'LT ' N r E\ - _ ` 2^-_== _ �� PROPOSED OCFCD SLOPE EASEMENT (15') STA 1.VI.00 ¢OIAAI WN.L 6 v' w 35.15"b - / 3+00 _ _ EASEMENT - BE i _- IOR 6228-367) / z+OOH FOOTNC LINE (TYP)' Cpry CRUCTOLO CAST- PLACE N 41Q0 ITT- U-WALL 97COLLAR.SEE DWG LA0.5-4 Cpp1�g CCRUCT TYPE_4 RET WALL___-__- _-______-_ �R-P/L �t wµ1.;oLpO PERe PEN-PP WA sT6-FEIN VAAL COZID P/L - - - - - - - DO PY. 0 W1000OFFED) - - - - - � �a � iw 0fi� �� PLAN-RETAINING WALL(LEFT) 5.00 1.00 S 9. wNL C P/L CONSTRUCT TYPE 4 RET -1 6.00 apt 0.E IOCFCDATAIIIEN) SCALE 7"-20' _ (MODIFIED) PER APWA STD PION •613-1 8Y SWAY 20' 0 20' 40' 0.00 ( as GRAPHIC SCALE: 1"•20' w ° B s S NOTE ~w0 > � HOj2 bw �N Vle ; awn < o w vl n.- w W D -gi, f '^g"'n EMT GROUND L 7)E RET/AENG WALLS LAID SLOUGH WALL ARE MODIFIED TO TE ARCH BO n v gm $ a u o u �•' n u6 "' " m Y .�•. �' a W TREATMENT.SEE DRAWL OMMODNO. FOREDETAILS, 2. S BACKFILL BEHIND RETAINING WALL AND CABLE RAILING PER 5'•0•, U-WALL SHALL BE PERFUMED PER APWA PLAN 617-1. CALTRANS STD PLAN •811-47 DRIN C \F Y a w a ta o f Gjt- EXP JT WT 1 FLASHED%NEIGE _ V ATERSTOF PERo a � / i N FRONT OF WDLL - - - WA STD AN VERTICAL CURVE TABLE 70 EL 70.04 617-1 TYP)--- F e END CABLE RAMC TOP OF FODING EL 68.34 a''. STA 4.9100 LA0. L* Cil G2 CONSTRUCT FOOTING STEP EL 67.59 \ / PER APWA STD PLN 617-1(TYP) / /� EL 66.12 SEE BEEN8 ® 80.00' 'S.BYL EL 64.36 EL 63.64 ` TYP AT WA-LL STA 2.16.28 ° EL 61.50 O 20.00' -7.72/ -34.911. 6024"SO NV EL 65.11) EL 6L25 EL 59.65 � 1'L@T AT __ STA 42115 _ _ EAP JT (TYP) APWA PLAN N 24"SD NV EL 62.67 C R-00' -34.911. -1.862 677-1(TYP) TOP � FOOTNG (TYP) 20'-D" 20'-0" 25'-0" 25'-0" 25'0" STA 3.24.64 O 25.00' 2.38X 7.311. H-3' H-4• H•6' H•6• H•11Y 8-SO pry EL 58.22 25'-D" 25'-0" 35'-0" 75'-6" O 40.00' 7.37X 0.45'/. 25'-0" 25'-0" 35'-2" 39'-b" H 6' H•6' H•8' H-3' 5D H•0 U-WALL U-WALL H-4' * LENGTH OF CURVE IS SYM METRIC& ABOUT THE PVI W m 3 0+00 1+00 2+00 3.00 4.Od 5.00 6.00 30' 20' 10• 0 30' 60' HORIZ:GRAPHIC SCALE: 1"- 30' .$ ELEVATION-RETAINING WALL(LEFT) s D s' o SCALE: HORI2 Y'-TO' VERB GRAPHIC SCALE: P• 5' E� 8� VERT Y'•5' oLslcnEo Br E N +pr[sal CONTRACT NO. -� l 324M P/SEO AOELANTO CITY OF SAN JUAN CAPISTRANO CIP124 �wv�•"e. MA"Pv Rl, 1 � T S.w JYM C/ IRAQ CA 9TR15 ,`� b VEREDA BIKEWAY UNDERPASS DRAWING NO. A a-N BY R MP 187.88 C-OS �" ISRPOv[o PY �� n5 7O 9 CIX AT ROM .91tE !OO ♦ E� 9 ELEVATION-RETAINING WALL REVISION SHEET N0.4 aR NE,CA 93M LEFT SIDE NNs,�!«- SCALE sr CIVIL 4 .•.. " DATE wln.o3 �p '1'a�,a � AS NOTED REV GATE DESCRIPTION 9T APP Cq.cE��/l.i G W CONSTRUCT CAST-W-PLACE \6lq" RETRETAININGWALL OCTA"' / BENT COLLAR,SEE DWG N0.5-4 / OQr7;'F Soy (COLI--t •/7�(yF%Y'1(T// C9 PLWYT SYPF iRES *A 1 / 3.QQ � OCTA.PlL PER APWA STD PLAN IHODEED) 14_ - SSTAP3 .50.SEEEL DETAIL p \ 2•00 - - -� - - - - �j ////--------PROPOSED \ �� -�CASEMENT CONSTRUCT SLOUGH WALL (MODIFIED) SLOPE EASEMENT 115'1 (OR 6 PER LACDPW STD PLAN •6207-0 (OR 6210-367) --_______�___-_ _-_ _-__- __ C! _--__-__- z _ PROP BIKEWAY 1.00 > _ ILOL) _ / r < a _ _ _ _ _ _ _ _ - _ - _ D-QN UE/aCHR�RP/L 6.00 0.00 - _ L 0 \ /' w m Y m FOOTING LINE (TYP] - - 61 17yq"E - I _ - - OCFCD P/L W pL-L m n w o z 1•�� W / A, ms8; .m., n � � CONSTRUCT TYPE 4 BET WNL o pB)RC tp' RE PER MWA STD PLAN •610-1 7 V 511"1• Nom; m 4 y yU3 (MODIFIED) 3 > 2 i N W'� .v i Pi/POE STA 5-43 00 RET WALL [OL DCTA P/L "e STA 5.45.51 ¢EIKEWAY.7.00'L1 HORIZONTAL CURVE TABLE OCFCD EASEMENT CONSTRUCT U-WALL // g H g� Y END SLOUGH WALL AT BRIDGE) PERe c °' STA 5.20.00 BET WALL LOL NO. Q R L T O STA 5• PLAN-RETAINING WALL(RIGHT) a h END RETWALL W 7.00 LT O15.56'32" 293.00' 81.53' 41.03' SCALE: 1"•20' °1 BEGIN SLOUGH WALL O 8.2791" 485.34' 71.60' 35.87' rc E h D Wt $ C _ g a- F _ �� q 20' 0 20' 40• td S o^ � �e GRAPHIC SCALE: 1"• 20'ze - 60m 4nGw >myb Cw 3p vp �H •_ nm. >LJiw p A N .� 1W-6W 3 B v~ie x30 AB EMIT C-ROUND g •a i �- _ _ m y n j b y <N y m W a W a �r a ;, � �,� ��n � � VERTICAL CURVE TABLE _ _ a r 7194 70 > � � � G : w EL 7aa4 I N0. L* Gt G2 aw FINISHED SURFACE ' i W i W E>NL TRYPI EL 602 EL 68.96 N FRONT OF WALL O 30.00' 0.77Y. -5.31Y. CABLE RAILING PER / EL 66.60 C41RANS STO PLAN •B11-47 EL 4.52E u L 64.50 ING� TOP OF FOOT (TYP) O 25.00' -5.31% -6.771 CONSTRUCT FOOTING STEP EL 63.52 PER MWA STD PLN 617-1(TYP) EL 0.14 EL 61.25 EL 62.01 © 10.00' -6.77% -3.68Y. 60 SIA 2.08.30 20'-0' 15'-0" 23'-0^ 24"SO INV EL 65.02 EL EL 60.51 EL 59.35 H•6' H•4' H•3' 59.65 D 20.00' -S.fiBY. 14.61/ TOP OF FOOTING (TYP) STA 3.99.48 EXP JT PER MWA STD 24"$D NV EL 62.43 RAN 617-1 RYPI WTLET (TO PUMP)NV EL 59.00 O 20.00' H.61% 10.57% ET NV EL 58.00 FIET NV EL 58.00 V SO NV EL 57.50 O 120.00• 10.571 -O.D9x 3 50 - 25'-0" 23'-6" 23'-10' 33'-6" 2A'-2" 20'-0" 2D-0^ 15'-0' &.1)" 25'-0" 20'-0" 20-0' H•4' H-6' U WALL U WALL H•4' H•8' H-q' H•10' N•10' M-10' H•q' H-8' W LENGTH OF CUEVE S SYMMETRICAL ABOUT THE PVI pw m m ao 3 u CID 0,00 1.00 2.00 3.00 4.00 5.00 6.00 6.50 �e 30. 10. 10 0 30' so• HORIZ:GRAPHIC SCALE: 1". 30' .s ELEVATION-RETAINING WALL(RIGHT) s o s 10 �§ SCALE: HORIZ 1"-20' VERT: GRAPHIC SCALE: 1'•• 5• §e VERT P-5• We ..» MSGNED BY CN. 6u, . = 324M PASED ADELNITD �6�R Aw4 CITY OF SAN JUAN CAPISTRANO CONTRACT N0CIP124 �T,,,. .I-' DRAWN BY R.I. SAN A1Nl CA TR .CA =2675 VEREDA BIKEWAY UNDERPASS DRAWING No. „ CN D BY MP 197.88 C-04 N.s. q =- PPRDYED BY ®rPKITdeom 725 TOWN P C"TRY ROAD-SUITE 3D0 3Da ELEVATION-RETAINING WALL REVISION SHEET NO.5 Fy t.Y"• JLP. §WS �fliis� d1MlDE.CA 91868 , ap -DATE ':41V1= J RIGHT SIDE SCALE t! REV GATE DESCRIPTION n JAIP -•�'^^^^ pn0/03 4T>L.T�• AS NOTED F � EXISTING RALR("AD / OCTA P/L r/ TR CK C)MEJROLM/ /'' OCTA P/l SSD i fi it 1' JON EXIST N 485154.11 . 15 E THREE-SPAN 1569183.20 HIEE- ,i (69.13)TC,(68.63)FL BRIDGE• / NOTES T ILL DIMENSION IN FEET' (F7)' �. wh� 68 4 T � � } UNLESS OTHERWISE NOTED. 68.14 FL 1718 -- - SAWWT LINE OF CATCH BASH N 2115 26jZ, /E 6130602 6 / R•DO \ / •40 / b b T`1.22' JOIN EXIST / - 60 Y - 1 ry LL 6'CURB! GUTTER 485165.95 EXISTFEMWML .8p /' y .. _ - mm E 1569286.8.7 -PIPE AND CURB PND WTIFR• 4., ,' C•24.Ji' mm .16J ;(6 .66)FL 70 BE REHDVED PRIOR �' �/ 4i� OCFCD SLOPE EASEMENT (15 TO CON STRUCTION ,= 1 (OR 6228-3671 Ni Rr PROPOSED EASEMENT *40 15 _ CONSTRUCTION NOTES: / SULK PUMP ,r h _ - S / � .._-- .. . . _ _. �_.. . - __ ..-• >_._.__ __. _ _ .60 __ __ - - _... _ Qi PROTECT N PLACE. CASE B AND —_ -_—__—__—__—_ __—__—__—_ __—__ __ _—__—_ - 8 -=—_ oc �R.P� 11 CONSTRUCT APWA STD NO.31133-11AAND FOR CATCH __ _SL ' - - 5•� _ BASPi CONSTRUCTION $E SHEET U-01 ';60 - - 15 CONSTRUCT A2-6 CURB AND GUTTER PER PFRD STD EW PALE AND FOUDATI' �� _ ._ _ .6 r� NO.120-0. TO`�BEE RELQLATED 1¢'71 OFT \ �' CLENI,FROM WMl `� 17 REMOVE EXISTING ASPHALT TO LIMITS SHOWN AND REPLACE WITH 4'FILL DEPTH AC PAVEMENT OVER 6"AB AND REGRADE TO JpN NEW CURB AND GUTTER. t_..- _ __— _._ - __ ___- _. - Q PLACE PARKING LOT STgPNG AS REOURED -.......__ --EXST /SPHALT-'BA(EWAY .: . _ 18 RE (TO.BE REYOVEN _ .. - 8 GRAPHIC SCALE: 1'• 10' t"' FFET= �' M"ED Br CONTRACT N0.�, A 1]100 PIBEO AEELMNO pEo A P � CITY OF SAN JUAN CAPISTRANO CIP124 -._ a' MA"BY R, S N AIAN CAFMTRAN0.CA 92675 J r�� VEREDA BIKEWAY UNDERPASS -T DRAWING N0. MP 197.88 C-05 uccxEu BY R 5 aoRu s ^ PARKING LOT-PLAN REVISION SHEET NO. 5 W pvw�iia, IPPRUVED BY M1Tf�ON 715 TO"5 C YAY ROAD -WYE J0o E19.E/JVf� p .r M� J L.p. gIMIGE.CA 92MB V V �nOO .�. °+ Crvlt SCALE d REV DATE DESCRIPTION ^�' •'"^ DALE N/10/o5 '`��nerY AS NOTED 80 80 80 PROPOSED RETANIM WALL - - - ' EAST- - - - - - - _ _ _ _ _ _ _ - . . - _ _ _ - _ _ _ _ PROPOSED RACEWAY RN 73.9 ST#1A2:66 EL 676}' EXIST GROUND J E%STING FLET TO BE REMOVED RN-716" 8 Pft — -- OPOSED RZIAINIIG WALL - - - CQJCREiE70 BE REiOVED- 70 EA5i24`-plA"ARAN 5 0.05 ca—`�eR _ . . . _ __ ._ _ ... __ _ _ 70 70 5 0 05 . . _ _ \ _ _ - _ _ _ _ _ . . . . _ - EX 24'-SD OUTLET NVL 6567 - _ _ . _ _ t E1tI5i S"_ S -EXIST IR SS I - VVV _ _ _ 25 . „R - - - _ _ . . _ . _ _ _ S-0.0036 0 - 5.0.0035 S-O.DOS - - - _ . . . _ . . . _ . - _ _ - - - . PROPOSERS . _ _ . . _ :�\ . . _ . . _ . . _ _ aS �w so — --GS-NELosATK» _ _. _ _ bo _ �� - 6a - NV EL 6254 _ . . - - - ' - - - . . - - - _ - - . . - -- - - - ' - - - EXIST 24'DIA RCP . . - - - - - _ _ _ _ _ - _ _ . . --- - - - - ' "- - _ - - - _ _ - . - - - - - - - - - - - - - - - - - - - -•- . - . - _ -24•_pg�W. - . _ - ,.24"-OTA RCP_ _ _ _ . . . , _ . . _ _ y _ . . _ _ -, - - . _ - _ . - . _ _ _ . . . . . _ - - - . - -,_ - . _ _ - - _ - - _ _ _tONTRACTOR_ SEWER RELOCATKN d L•4.J' TO VERIFY - - - - - -" - - - - - - - - - - ' - - - . . _ _ . . . _ - . . . L•77.00 - _ 18"DIA VCP _ 50 SO 50 SECTION A-A SECTI(NrF B-B PROPOSED 24" STORM DRAIN REARRANGEMENT PROPOSED 18"SANITARY SEWER REARRANGEMENT Cyr CITY / �g MAINTENANCE , 1. CONSTRUCTION NOTES: rq s-9r EXIST 18"SS YARD OCTA'P •�O EXIST"18 SS O PROTECT N PLACE . V I NOTE TO CONTRACTOR 02 CONSTRUCT 24"DIA RCP (2000-D)PER PFRD STD N0.135 4)P �\�� J N 185023.99 E 1569060.18 OJ CONSTRUCT JUNCTION STRUCTURE TYPE I PER PFRD STD g `� - .a N 48 IFO'g �S j // EXISTING IRRIGATION MANLNE AND CONTROLLER FOR PLAN NO.1310,H-3.35'.L-4'.7-8-WITH PRET GRATE ASSEMBLY PER -DI ��\ REMOVE EXSTNG .! RELOCATE E 9P94.Q ` rr, PNM WILL BE USED FOR FUTURE LANDSCAPE .XM 7104 STRUCTURE ' 18.55 /, / IMPROVEMENTS.CONTRACTOR IS TO RLR!FOUR N) 4 CONSTRUCT CONCRETE COLLAR AS PER PFRD STO PLAIN �` ` A,\ 7% ,' C / ''✓'� ' O NO.1317 DESCANSO 14 `� N.4B5008.64 0 /i / % ,' DIRECT BURIED IRRIGATION CONTROL WKS TO EACH OF VETERANS 8 ' THE FOUR POINTS�A.@QC,) 56904L27 ',(N 485069.60 >2 I /�' ON THE PLAN FOR FUTURE IRRDATNWI Q5 CONSTRUCT IB"VCP SNATARY SEWER PER OCSD STD NO.S-010 'i 4 I � RK 4 �� j( E L569091.12 / �';- / ' CONTROL VALVES TO EXISTING IRRIGATION CONTROLLER Q8 CONSTRUCT SEWER MANHOLE PER OCSD STD NO.S-045 / I� 11 / //� BRIDGE SENT '� .l � N PARK,(16)TOTAL. 82 / h 90 LINK SEAL PROPOSED STORM DRAM INTO RETANNG WALL PER --l) ....}..., ` @01 (D- 4•STEEL SLEEVE WITH A 0)-2"PVC PIPE UNDER t PROPOSED 34EWAY _ OD g � /-/— / /i OCTA P/L ALL HARDSCARE,WALKWAYS AND THROUGH PROPOSED RETMING WALLS PER DETAIL TO ACCOMMODATE FUTURE LANDSCAPE IRRIGATION. UlDE ASS OCFCD SLOPE EASEMENT (L5') i 13 CONNECT PVC IRRIGATION MANLPE TO EXISTING MAINLINE N PNM -- - L _ `! / i \ / '' i { 1 _ (OR 6228.367) a 14 INSTALL PVC IRRIGATION LINE PER DIRECTION OF ENGINEER ®CONNECT 70 TO SUPPLY ELECTRICAL SERVICE TO THE PUP AND / .... -1 N11 03q W i - - OONNDE/SCfRIBER P!l CONNECT 70 EXISTING SERVICE PER DIRECTION OF THE CITY _ E '- - - `� ' f /" '�° - --OCFOD P/L NOTE ®PROTECT PROPOSED STORM DR/WI WITH 2-SACK CEMENT SLURRY TO ___,_ _ - \� 16 OSE ALL CONCRETE N STORM DRAM SYSTEM L BE CLASS TK LIMITS OF THE BIKEWAY ._ _ - _ . I i / - BO - WALL — 1 560-0-3250 MINIMUM MEETING ALL REQUIREMENTS ALL OF 9 d 21 REMOVE EXISTING PIPE AT OUTLET NO LAY PROPOSED 24-RCP PER _._ D.p SECTION 201 SSPWC SPECIFICATIONS. 8 / / /RET x.. SPAN M S n NEW SLOPE AND MORTAR N PLACE TO OUTLET. - ---- . _ _ - .. .>: _Y / _ _ .OR PPE T 2.ALL CEMENT RESIDUES RESULTING FROM SAWCUTTNC -OCTA P/L IOCFCD EASEMENT - _- --. Ei U 02 GEDN C C SHALL RE VAgDA(D AND DISPOSED OF ACCORDING 70 p U-02,SECTION - 6p�, _ PROJECT SPECIFICATIONS.SD SEE SECTION OI7D OF fSTATE REQUIREMENTS u I / fOR-pPE-/kiG1YfNT CALL BEFORE YOUDIG ��' ✓ €5 '-�-4224133 HORIZ: GRAPHIC SCALES F'• 20' $ 72 HOURS NOTICE REQUIRED PLAN s o EXISTING s• D'EXIEXISTING RAILROADFIRM €W VERT! GRAPHIC SCALE: 11 • 5' ZSCMED By C.N. Ess CONTRACT NO. 324M PASIO"BEE/NTO opP�A�Q4/� CITY OF SAN JUAN CAPISTRANO CIP124 NAM- """BY R,,. s N AVM Cw sTRwn a 9zsn ;* VEREDA BIKEWAY UNDERPASS DRAWING NO. u-o1 r — N Oca¢p By MP 197.88 o� H.S. w.ce9ru •'""•^' /rPRovEp sr M1TEIlSON T2s TORN 6 Cw RT Rae -WTE 322 Em.W/Ngo UTILITY RELOCATION/REARRANGEMENT REVISION SHEET Np. j", a oRw«x.CA 92868 V 7 31 • 9pTE Pail�" R ":q clvi� SHEET 1 OF 2 SCALE E� REv ppTE pESCR MPT ION sr APP ^+� '^�� %rn0/07 tr Wer AS NOTED 80 80 80 80 - - - - - - - - - - - - . . . - - - ,. . - - . . . . - - - - PVC-15 - - - -'- - - - - - 2'x4"PVC REDUCER •4f m LF.)_ _ _2" PVD ' - - 5 E _ _ - _ _ _ _ _ _ \_\_� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4"xb" REDUCER _ 5' B g^QPVC-(6 LFI .___ Ex6T GROUND / E%IST GROUND PRCP BIKEWAY 1�5'/ 3� 70 _._.._ _--.____ __. �. ...._-_- __ - - ___.. _. - - 70 70 .__.. __ - _-.T1h'-COVER__. _ _ _.. __. _ 70 - . _ STA.3Q1.4S -_ _ - - _ _ _ - _ - _ - - - - - . _ _ _ _ _ _ PROPOSED RETMnNG WALL r 2PVC� /•'. Ory _,_ _ _ _ _ . - _ PROP BIKEWAY I 1 '% PPE - i - - - - - - - - - - - - - - - .0 6 - 22.5'BE - - - v jj 6 6 ._ W STE l PIPE - DETAIL _ 60 --- 7; -To ruMw -- �- _- 6D 60 - -- A-- q..� — ._. .. -__. ..._._ 60 _ _ _ _ _ _ _ _ _ _ - _,_ _ _ _ _ s S-D.B - ;a7' PVC-45"BEND _ _ _ _ _ _ _ _ 58.(x1 N`'_ _ _ �_ _ _ _ ' $•0.0LS- _ _ _ _ _a _ _ _ _ _ _ _ . . b', -i _ Y•. 81,PVC fRTI 's ,�_ '" _ .'. L- . T �". L"16 _ _ . . _ _ _ _ _ _ _ _ - _ _ _ _ _ �"4--- - A-UA _ - _ _ - _ _ . L"6Z _ _ _ �_ --- _ _ _ _ - i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . 4.g7..eT. - - lATC _ _ _ ._ . _ _ _ _ _ _ _ • PVC BORE AND JACK q"DIA PIPE 10"PIA PVC ,ALL PVC PPE,wt. BE A 11NMIM SCHEDULE,BO PPE 50 50 50 50 SECTION C-C SECTION D-D PROPOSED 10"SCHEDULE 40 CARBON STEEL PIPE PROPOSED PVC STORM:DRAKWIT- H SUMP PUMP -. OCTA P/L 80 ,F¢6POSED THREE:✓' / x ,/<O?� •' _ _ . _ _•_ _ _ _ _STF4•U.47_ _ _ _ _ _ _ __ _ _ _ _ SPM BRIDGEi ,f`�4, % gC'TA P/L _ _ _ . _ _ _PROP BIKEWAY WAY _ _ _ _ i - - - SEE C-05 FOR PARKINGLOT DETAIL PROPOSED _ RETANNG- 4 �4N 48509378 ��.(O _ _ _ _ _ _ ! �_.' PROPOS�D R- - --- WALL /Eb6914Y / E 1569224.8 _ _ 68.05 TC _ ___� _ _ .._.__ ... _____ ,�• N 485130.41 1 70 --- T -�-- 70 �I ----V 1 PROPOSED 1"�SD RELOCATION N 485070.10 / _ _ _ _ _ e ?- .. E /569p6.7A�3: TA3 L45 (SUMP PUP PROPOSED _ _ . _ _ _�) I _ _ 4 _ _ _ _ a A / 0 RETAINNG WILL - - - 6 OCFCO SLOPE S-OOtt; �`� PROPOSED EASEMENT 1157 _ _ _ _ s _ _ _ b� _ . - _ - EASEMENT (OR 6228-367) CONSTRUCTION NOTES: a 9 / 60 0 - - - � - - . - -y PROTECT N PLACE / V JN_4B5o9D.2&- --..�_�- .1�- _-� - Q2 CONSTRUCT 24"DIA RCP (2000-D)PER PFRD NO.1319 _ _ . _ _ _ _ _ _ _ _ - 3976' - y - E 4850 .58 _ _E 156917796 _ _ _ R » _ �..._ Ex1S3 24"UA RCP - - _ - Q CONSTRICT CONCRETE COLLAR PER PFRD STD PLM - - - - - - - - 134.86' - 1 fIS5 - _ _ . . `� i \\^�' y NO.1317 24"UA RCP CONSTRUCTN DRAINAGE ET PER CALTRANS STD NO.D-73, TYNSG50 50 A S30'5318E - S3V'2TST'E= _ N 4850597.09 -.- - - - - . �� —, E 669221(19 - - PR(P115E6 RREWAY CONSTRUCT WKL DRAM PER MWA STD PLAN '617-1 AM PER WRP2 - - AssLINK SEK PROPOSED STORM DRAIN INTO RETAiWTG WALL PER SECTION E-E I -- — — — ® FRAME RETAING WALL FOOTING MOUND PDAP-HOSE WALLS PER PROPOSED 24"RCP STORM DRAIN y j WWALLLOENTTRANCE N 485053.DT Q CONSTRICT 7'CURB OPENING CATCH BASIN PER APWA STD. 20' 0 20' 40' N 48502012 E 1569199.91 NO.300-2,V-53.H•2"ANDSEESHEET-C-02 FOR LOCAL / ! E 669183.05 DEPRESSION CONSTRUCTIDN ® SAWCUT AND KW&DOST CONMIE LINING AND CONSTRUCT CALL BEFORE YOU DIG HORR GRAPHIC SCALE: 20' �8 PLAN 4'W L 4w PPE ENTRANCE PER PFRD MODE STD N0.1326 1-80Q-422-4133 y 0 5 p• . 72 HOURS NOTICE REQUIRED 8 ® INSTALL RR-5050 SERIES NEENAH FOUNDRY CO.FLM GATE OR APPROVED EOUAL. VERT: GRAPHIC SCALES fl • 5' �w �,,,I is DESIGNED BY C.M. may[#r �u ICY w ! ��u CITY OF SAN JUAN CAPISTRANO CONTRACT N0. 324M PASEG AL L—o ■ /�� CIP124 _ ' DRAWN By BI _ S,w, C a Tw 'CA vnn VEREDA BIKEWAY UNDERPASS y `2 DRAWING NO- U-02 MP 197.88 8d "' 725 TOWN L ONXTRY ROM - W7E J00 UTILITY RELOCATION!REARRANGEMENT APPROVED BT OP.II/JV REVISION SHEET N0. G LT -- •-.. ✓. SLR cE.cA I258W SHEET S ....< �...'�..n... rN.o.OWONwo °?� CMI. SCALE if REV DATE DESCRIPTION APP DATE g7I0/05 hQ [�. AS NOTED Ills NOTE ON PCC PAVEMENT "CONCRETE SHALL BE OF CLASS 560-C-3250 MINM R. LEFT RW LOL 2.TRANSVERSE WEA ENEQ PLAE JONT SHALL BE CONSTRUCTED AT RIGHT RK.HT AMAE TO THE,,J (K PAVEMENT AT EVERY 15'-D"MAXIMUM PER RW LOL CALTRANS ST RD AN A35C.(POURED SEALANT;TYPE SSC). iBKEWAY EXIST GROUND 3.PAVEMENT END ANCHOR DETAIL SHALL BE PER CALTRANS PROPOSED R/W-- q�. — STANDARD PLAN A35C. 2 •4[] V1 I 4.FROVOE TRANSVERSE EXPANSION JOINT AT EVERY 90'PER SECTION 2"SCHEDULE 40 CARBON 2'CLASS 150,MALLEABLE 12-MIN 302-6.5 OF SSPWC SPECIFICATIONS. STEEL PPE FOR PUMP DISCHARGE- RON UNION (GROUND DONT) PPE SHALL BE EPDXY COATED. TYPICAL (2) N I SEE NOTE 5.ALL CONSTRUCTION (UNO)SHALL CONFORM WITH SSPWC SPECIFICATIONS. 2"CHECK VALVE 5'IF NO WALL I SLOPE VARIES (BRONZE,200 PSIWOC) PAYE TO WALL.) 6" 121 WN) TYPICAL (2) OTHERWISE 4"PCC RETAIING WALL (TYP) 4M 4 018 I2" 45• ELBOW GUTTER PER A'WA 2X I MALLEABLE RUN TYPICAL GUTTER DETAIL - #4 0 12 tj TYPICAL (2) STD PLAN •617-1(TYP) -� __ OR EQUIVALENT WELDED WIRE FABRIC 2"BALL VALVE (BRONZE,400 PSN WOG) I/i'EXP JT - I -T TYPICAL (2) MATERIAL TYP 4 4 I 2"PUMP DISCHARGE (SCH 40 CARBON STEEL PIPE) BASE GATE v n WRAP WITH CDLD-APPLIED COAL-TAR TAPE I 1 CONFORMING TO AWWA 0209.MNMUI NOTE: 1 1 THICKNESS BL TAPE SHALL BE 35 MLS. APPLY ON THE SIDE OF THE BMEWAY WHERE A RETAINING WALL IS ADJACENT.THE PAVEMENT SECTION TAPE WITH MANUFACTURERS PRIME COAT. SHALL BE CONTINUOUS TO THE FACE OF THE WALL.ON THE SDE OF THE BIKEWAY WHERE THEW TAPE SHALL BE TAPECOAT CT,PROTEC70-WRAP 200, R NO RETAINING WALL,THE PAVEMENT SECTION SHALL EXTEND TO 6'FROM THE ¢ OF THE BKEWAY OR EOUAL. MALLEABLE RONCH TYPICAL SECTION-STA 1+10.00 TO 5+75.17 TYPICAL (2) SCALE: NONE -4020 ALHAMBRA A-2DI7 OEENAH OR EWA) GALVANIZED CAST RON TRAFFIC COVER, 24"X36",WITH FRAME L LOCK SCREWS STEEL PIE WALL DRAIN WITH 70 PREVENT VANDALISM PPPERIMETER OF THE ROCKKDE DOME PER APWA 6"CONCRETE FRAME AROUNDSLOPE PROTECTION THE POWER 0 CONTROL CONDUITS TO CONTROL PANEL CONNECT 2"PUP DISCHARGE PPE STD.PLAN Err-i ELEV 60.90 TO NEW D"DIAL OUTLET PPE MN PENETRATION s+ OF CONCRETE ROCK MASS COBBLE GALVANIZED CHAIN �. FOR RIP LIFTING (METHOD A PLACEMENT) TYPICAL 111 � _ BRIDGE COLLAR WALL B"PVC PPE (SCHEDULE B0). ROCKSLOPE PROTECTION CLASS 3 CONCRETE °i ENGIEIIONG FABRIC TYPE B 0.5 PER WILL SLEEVE,I/="CLEARANCE 8" SECTION BB (M ALL AROD,FLLED WITH B'PVC SWEEP ELBOW (SCHEDULE W] CALTRANS GLASS FIBER MATERIAL. COMPACT ROPE 10"PVC _ (TYP.ALL PIPES 0 CONDUITS) TO 9OX PROCTOR DRAIN FEET PPE _. MERCURY FILLED FLOAT PUMP ON (STAND BY) 31 WALL DRAIN CONCRETED-ROCK SLOPE PROTECTION SWITCH (TYPICAL) �1 AS PER CALTRANS SECTION (72-5) PRIMP SCALE: NOW CONSTRUCT MANHOLE (ALTERNATE PUMPS) ¢ SCALES NOW STEPS TYP)PER BKEWAY ORANGE N0.EARA Shy N� 3 0" I PER TYPE V PUMP(S)OFF PER PFRD. JUNCTION STRUCTURE SiD PLAN •t305 ' TYPE I PER PFRD 2•4C] 61 MIN 61 MIN STD PLAN •1310, SUMP PUMP H-4.0',L-4',T-B" ELEV 73A5 g SCALE WOREELEY 7100 r r BE NLM I BENCH 2X I 4 ASPHALT SLOPE VARIES 1 SUMP PUMP SCHEDULE - - I : (P�t�) s WATER TOTAL MOTg2 .. ! \ X-EXIST GROUND 67.00 N tO. SYMBOL FLOW DYNAMIC UNIT TYPE NOMNAL REMARKS \\ 6 AGGREGATE BASE �( ENS GPM IEAD,FEET Hp VOLTAGE PHASE HERTZ `SUBCRADE c N- SUBMERSIBLE I EBARA - MODEL 50 DW 1661-THEE 65.72 OUT 120 LT DUPLEX SYSTEM 1/T 230 3 PHASE WITH DUPLEX CONTROL PAWL \� . TYPICAL SECTION R. STA-6+00 TO STA 0+75.00 TA 5+75.17 TO STA 5+96.16 SCALE; NOTE PROPOSED STORM DRAIN 6 JUNCTION BOX SECTION =d SCALE: NONE dW Y W IXv D By c>tCONTRACT NO. 32w PAMO AZ ANTO ° � CITY OF SAN JUAN CAPISTRANO CIP124 BY al. )� s N OAN uasTONc.0 .:.>B ;� `�_ VEREDA BIKEWAY UNDERPASS .�' m]"•"" d1EtltEO BYMP 197.88 DRAWING N0. D-011 N.S. n xa OmN] o., WROVEU BY ENP.IIAy REVISION SHEET N0. y®y®y® a >zfi>o0x a CpMTRT IM92 -MATE Soo SECTION AND DETAILS 9 J.L.P. ORMYE.CA 9TBNI Ra�aarEsN� SHEET 1 OF 2 SCALE REV GATE DESCRIPTION •• ppp 'r' '�� pJni� ?a ui,f�+ AS NOTED RET WNL LOL 11'Y CABLE RAILING AS PER CNTRMF (--•1 \y\yJf STD PLN! •871-47 FIN]IAR : SCRE 12 #4 0 18 70P OF WNL PROFILE xNCLUDNG ARCHITECTURAL TREATMENT 4"CLR SEE DEIAL 4 ACTUAL TOP OF WNL SEE DLTAE 5 12'x TOP OF WNL PROFILE _ ARCHITECTURAL TREATMENT I"'1 ioSEE DETAIL 5 I FLASH CRUDE FLASH GRADE #4 003 FABARWNl T • 2"MW .AYVMYT� #5 0 12 STNAIARD 9 32'-0"MRI _I ARCNTECTURAL TREATMENT.DRY FOR H • 12'ONLY r MN PATTERN REPEAT LENGTH STALK TEXTURE.5"-10"MAX N HEIGHT. APWA RET WALL TYPE 4 (MODIFIED) F.D. i 1.-0. #4 0 12 30"MAX N LENGTH SCALE: NONE T-6" Ii 4 DETAIL IMNTaw SPAM OF#4 LONGITUDNALARCHITECTURAL TREATMENT DETAIL SCALE: NONE NEW SHALL BE 15 NEWS g g U—WALL C-03 C04 SCALE: NONE SCALE: NONE U - WALL DESIGN DATA RE (SUGGESTED FORK LR LAYOUT) U - WALL HEIGHT 1.CONCRETE: It -4000 PSI #5# EACH FACE le •*OD PSI ARCHITECTURAL TREATMENT BAR H 5 6' H _> 6'_510 H ) 10 R-8 1..MAX 2.STEEL: FY•60 KSI A #5 0 12 # 5 0 12 # 6 0 10 Est'24 KSI EXTRA BAR EOUAL IN 3.EARTH PRESSURES: EFP 36 PCF AREA IN POSITION SASALRE4RLLAAR ERSE � B - # 7 @ 12 # 7 e 10 mcg` •2" REINFORCING CUT BY 4.ALLDWABLE BEAM PRESSURE •3500 PSF x OPENING NET WALL LOL DETAIL fORMEO MORTAR JOINT5- 1-6"MIN (TYPI SCALE: NONE PUMP CONTROL PANEL FILE PULP CONTROL PANEL BET WALL REINFORCEMENT 1 GWRAPALVANIZED PIPE WITH T CAGE 5 CWIDTHH -WALLE THICKNESS - 2" 6"MAX SYM -PLACED)THE WIDE g EL 61.00 TOP OF RET WALL THE SHEET METAL 5HN BE OF 12"LEVEL D OF COATED WITH SILICON CREASE. SEE DETAIL 5 1'/T"ECT ELETO PUMickP CONDUIT ---�{ r OPPE 2 TIGHTLY WRAP OVER SHEET 31 CONNECTED TO PU1P HOUSE I EL SB.11 METAL BY 3 LAYERS Of FLASH GRADE 7 Kg BULDNG PAPER. p 6" T 2"MN EL 55.00 PROVIDE T'ELASTIC SEN tl `C/�JI€L1ED CIA E70RPW,P IKK15EAL T @SRC THERESTWITH NORIER a E. AROUND PERIMETER OF �+ng A2/A.S PUMP HOUSE STA 3.50 � ' 2" (4)THE PIPE WHEN INSTALLED SHALL NOT BE SUPPORTED ON THE WALL. 9g WALL OPENING ELACDPW SLOUGH WALL(MODIFIED) _ ( ) � PUMP HOUSE (STA 3+50) � PUMP CONTROL PANEL 8 WALL OPENING DETAIL _ SCALE: NOW U-02 SCALE: NOW C-04 SONE' NONE SCALE: NONE NOTE: .5 EXTRA VERTICAL BAR N NUMBER AND SIZE CUT BY OPENING SHILL BE SYMMETRICALLY DISTRIBUTED AT CENTERLINE OPENING- 4 Y W DESIGNED By c.R. �ysss.A CONTRACT NO. " ]:ADD PASEo A FEAR o CITY OF SAN JUAN CAPISTRANO CIP124 T.=,a DRAM BY ' _3� SN,.A,. Ce STRAND.e 226 VELAR AV `t VEREDA BIICEWAY UNDERPASS DRAWING NO. R.I. � p CI[IXEORYJ( 2 ; MP 197.88 D-02 ." N.S. CMYl1 Bd '•"' •" IRfi011fON CxP.0gV06 SECTION AND DETAILS REVISION SHEET LA0.1 O •u nu M�wAppROVEO BT 725 TO"6 COUNTRY MQ -S/TE ]00 i J.IJ'. (S'A•� MAMft,CA 92666 OA SHEET 2 OF 2 a� REV DATE DESCRIPTION Ar APP SCALE NOTTO SCALE B585 85 A - 85 o w u 80 ¢'h—_ _ .__ __ . ... _._._- BO BO _ ;-_ _....__ __...___ _—_.__._ 80 IM1. icy - x� 1 75 75 75 ole 75 BEGTA O PATO N70 70 70 ~21 -- .. —�\ ........ 70 60 60 60 60 55 LOL 55 55 QL 55 -50 -40 .30 -20 10 0+75 10 20 30 40 50 -50 -40 -30 20 10 1+0 10 20 30 40 50 m 85 85 85 BS BO 80 80 --__-_..__ ._ . ....-.__ 3 -a�i,r- ___ .. 80 w x of 75 .___ - ____ - __._ ._.-_... ----_ __ 75 75 - _------- _.. ___ 75 STA 1.30.00 70 ........ __ -. _ _` ..- _..._. 70 70 _._ - _- _ 70 END SLOUGH WALL LEFT I BEGIN RETAINING WALL LEFT 65 65 \7 65 65 7-0 60 60 60 55 A \ 55 55 LOL 55 -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -3O -20 -ID 0 10 20 3D 40 50 0+50 1+50 85 -BS 05. 85 80 T- 80 so 80 shI __ - o.: 75 75 -.__�_. �- ___ ISt__-G _ _� _ _ ... .- 75 STA MOM 70 __ __ _. _.-------- 70 70 70 BEGIN SLOUCH WALL LEFT 65 .-_. —_ 1- _ _..__ " __ --_- 65 65 - __— , OUCH WALL PER- SL _ \\._ � _. 65 \ LACOPW ST0 �� 60 .. _ 60 60 'PEER-•b203fi�CASC7? _.__. —. _� -_` _...__ 60 55 LOL 55 55 1 LOL - �'_ 55 -50 -40 -30 -20 -10 0 10 20 30 40 50 .50 -40 -30 -20 -10 0 TO 20 30 40 50 0+25 1+25 rl 85 95 85 - -'I 85 A. ---- -- 80 _ — i 80 g 575 - 75 75 75 gg -_ -_-_. ._.. __._ _. __ - 7s 65 -- -_-___ 65 65 65 LAYOUT LINE (LOL)- CENTER INE OF BINE 60 --T_ —_ 'v _ —_'---_—•-___ S� . . 60 60 _— _ 60 l WAY 55 - 55 55' - 55 -50 -40 -30 -20 -10 0+000 10 +0010 20 30 40 50 -50 -40- -30 -20 -ID 1 0 10 20 30 40 50 +00 ro• 0 to, 20' GRAPHIC SCALE: T.• p' EG Y5 MlA NED By CONTRACT NO. --- -�T `" _ �° "4 CITY OF SAN JUAN CAPISTRANO CIP124 ]1.00 PASEO/OCE,w10 p�D A Y Ye NAM 9r 1 �N fM G RANO.CA 17476 , °L VEREDA BIKEWAY UNDERPASS DRAWING NO. X3-01 yM ry CHEMED 9T H.S. H MP 197.88 .... MPPOVEO By "MASON El0'.II7 REVISION SHEET N0. s ns 7DWN caurtW. RDAs -wDE wD CROSS-SECTIONS 11 s : « J.E.P. WSTOORTfS�� mNCE.CA P:ese STA 0+00 TO STA 1+75 i� CIv1t SCALE F� REV OPTE DESCRIPTION �• APP M0'�•�" a OtlF IOn0i05 ?tr u�6�• SHEET 10F3 1'= 10• 65 r 7- -1, 0 7•-0:. Yi'in 85 85 s c 7'-0' 70 0" o f 85 80 ___ _. __.. -._._ .__ .tea _Ir_.. ,,,._ . .4Wr4 ..__ 80 80 ...'--'--__ --_-wl .._ - _omla 0 C•w w e _ 8 Iwo I o= _ w 75 $ 75 75 _ _ _. _ al m"' I 4 .`e�wn �__. 75 a 70 - _._. _ -._ -_ - 70 70 -mac_ _-__.� ole.•__ 'T\ ' - _ 0 65 65 65 _.____ _ 65 60 6060 60 55 Lq. 55 55 L0. 55 -50 -40 .30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 2+75 3+75 85 NI 85 85 7.-0.: ip.-8. f -iZ _- OS 80 80 80 gp -a 7575 TS 75 WWMF 70 ------- 70 70 70 ---- '' ?- 'z-/ -� 70 o .- -29 65 65 65 i o 6lJ ------ - 65 w 60 -- - 60 6D ___.-_- 60 55 L- � 55 55 ._.. _ _.-_ -- - L� '_— 55 OL -50 -40 -30 -20 -10 0 10 20 30 40 50 -50- -40 .30 -20 -10 0 10 20 30 40 50 2+50 3+50 m 85 m "' 65 85 85 n 80 CHAKW FENCE 80 80 _ _._.._ ___ 80 4 w. n 75 . -Flo_ �___- IS 75 75 x 70 -_- s-.__ _ STA 3-32.34 .�_ 0 2-y_.... 1\\}T�' ___ 1--_ 7D 7D 7D END BRIDGE 4 65 -- _.__..__ i -i - .____. :- ^-___. _. _.. ._ 6S fi5 -_._ .�- ___T-im i.-97` ------ 65 o 60 60 60 -_.. -. '--.--- -------- 60 55 LOL 55 55 LOL 55 -50 -40 .30 -20 .10 0 to 20 30 40 50 -50 -40 -30 -20 -10 0 W 20 30 40 50 3-20.27 2+25 3+25 STewDLEp I ¢ DCE 85 a I 85 85 85 ou Iw- .nom C - 7'-4' 7 0 80 __ ..- _aTNxLm-vEncf. ; wf .-. - --..._ _ eo eD ...---- - - -- .- _._ _. ._ --- 80 75 __-_ ...__- - __�. --u� ____ -----' 75 75 ____ _ o lo` r �-_ - 75 STA 2.00.00 STA BEGIN RETAWhG WALL RIGHT 70 __ - -._._ �. - �. .. 1y ..._ __. 70 70 - .-_ ? .-___ - - o �\ _ __- __. 70 13EM 7.3 "fie _ .-1 rtL _ r . 9RS 65 ___ _.._.._ BRIDGE i .. -- ._ i._. ....._.____ 65 65 .__._ -- 7�_ of _.-... _ ____ 65 60 ..._ __. :-_--T O" _'7s1ye ---"-"r :_..__ -'._._-- _ 60 60 _-._--«.,_a__ _•_--_ _._-._ _ _!-_ `__-.. .. .__-___`__-_ 60 Y _� W 55Lp. � 55 SS lQ SS i .50 -40 .30 -20 .10 2+0ID 20 30 40 50 -50 -40 -30 -20 D 3+00 b 20 30 40 50 [W NOTES NY 0 10' 20' 'g CABLE RAILING NOT SHOWN FOR CLARITY. SEE DWG'S C-03 B C-04 FOR CABLE RAILING. GRAPHIC SCALE: Y•• 0, dow DESCNEO By -` - CN. A "' CITY OF SAN JUAN CAPISTRANO CONTRACT a. CIP124 Wv.u:W Pw'rI DRAWN BY J]IDD PAYD Q.CN D �� A Y f U. vW WAw c.WISTWNq.0 9 1a7 5 VEREDA DIKEWAY UNDERPASS DRAWING NO. .y clEam BY MP 197.88 XS-02 :•• H S. "•.CIOYV •WPRDVED Bl' /�RfTGs011 725 70WN A CO NTRY RE/ -SORE JOD 'Q/}+� CROSS-SECTIONS REVISION SHEET N0.12 .y o ��W mANDE.0 nese clvl\ STA 2+00 TO STA 3+75 [ DAT` " SHEET 2 OF 3 SCALE 1"= 10' REV DATE DESCRIPTION a 4PP p/AI/OS EPC UU°� i 80 BO 80 �w`�II tdo ole Y.�3 _._. 80 75 75 7575 a 70 -.-_ - ___ . .___ ._ 2F - __._ '_ _.__ '____ STA 5 8ST - 70 70 om� - �` - 70 JOIN EXIST BIKE PATH 65 __._ _____ -__ __ 65 65 ....-._.._ , -__--cm� _.__ ..._ __ _..__ . __- 65 60 60 u \ o 60 55 LOL - - LOI. - 55 55 55 -50 -40 -30 -20 -D 0 10 20 30 40 50 -50 -40 -30 -20 -D 0 D 20 30 40 50 4+75 5+75 BS 85 85 BS w c 80 _+ Ioi-Ion 2 IT-+� � -_ _____-. - BO 60 -___ _ __ ..._....-._ ...... __....__._-_ _ 60 _ STA 4.50.50 75 75 75 __._.. __ I'g'.�'__ � _ __. __._. .. _...__ 75 END SLOUGH WILL LEFT �- 70 70 70 65 __ -...- r ..._ __ - -\ - . . a^ \ �a 65 65 65 o r 60 .- _. .._ _.i.. ..._.. ._- 60 60 60 55 � LOL -55 55 LOL 55 -50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -D 0 D 20 30 40 SO 4+50 5+50 es 85 85 85 h >r _.... �__..__. . - o ap.g t ou'd'3!2 _. :... 8O 60 .aa— _._._.-. 80 Im - �. '�N2I 1P ON O STA 4.35.00 75 of-ZT-- - 75 75 __ .-- _ '. .-- 75 END RETAINING WILL LEFT u u '° ;_ - _____ Ic'' I�w . ____. __ BEGIN SLOUGH WALL LEFT 70 __.- �� o_. -__ \ 70 70 _._ _ ____ .____ __ 70 STA 5.43 65 65 -_ . ;__ .- _I.`... . nuln -__ ......_. .__- 65 END SLOUCH WILL RIGHT f. 60 60 55 L 55 55 ;la LOL 55 F4 -50 -40 -30 -20 -10 0 10 - 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 50 4+25 5+25 g BS z : w ao: -' 65 85 3, BS m La \ _ -I$z__ 80 80 BO 75 STA 5-20.00 1 - -_ 75 75 - - 75 p" 70 - i ¢ \___ ' - END RETAINING WALL RIGHT 8 _ ,�- -._.. o, �_ __-- 70 70 -._ __ __.___ 70 BEGIN SLOUGH WALL RIGHT 9 1 \ 6 u T O" i o Yr _. 65 60 cNb 2Xc Ip 60 60 uw o` - 60 I� 55 55 55 L 55 -50 -40 -30 -20 -D 0 10 20 30 40 50 -50 -40 -30 -20 -D 0 D 20 3D 40 50 4+00 5+00 ,S NOTE: D 0 10' 20' 'E SEE DWG'S C-03 6 C-04 FOR CABLE RAILING. �+ GRAPHIC SCALE: T' • D' W "�o,M DEvcNEO Br °.x. R.oress.S, SAN ARAN C CONTRACT NO. 324M PIdEO MELMRO 4� 1 y � CITY OF SAN JUAN CAPISTRANO CIP124 �. MAW _ R TRAxD.CA 925" � VEREDA 01KIMAY UNDERPASS DRAWING N0. XS-03 QEL%ED BY MP 197.88 x.5_ nD APPROVED By PWIfiaON T25 TOWN 4 O T" ROM -SUTF XIO EID.WT3Vjl� CROSS-SECTIONS REVISION SHEET N0. a:ocwT6s DR xcD.°A 0:56R 73 REv clvll STA4+00TO STA 3OF3 75 DATE DESCRIPTION n App °ATE SHEET 5C01-E 1"= 10' WORK PERFORMED NEAR THE VICINITY OF BRIDGE BY SCRRA If BRIDGE ¢TRACK 64•-0� .. ig..p L REPLACE INTERFERING TES FOR PILE BECK BRIDGE END BRIDGE INSTALLATION. I x).• z).. z)- 9'-9/1" ! 9'-9/i' 2. REMOVE MAN LIE TRACK AND NOSING 7'-'/,- 7'/i' 2'-g" FOR BRDGE CONSTRUCTION. 20'-g" 20'-9" 20..9.. ' .• I 3. PLACE BALLAST NO REINSTALL TRACK 4'-D/�" 6" L_4 INCLUDING NEW TILS f20 TES ON EACH f`--"'� T71 P U.N.0.1 I (TYP) SDE OF THE BRIDGE AND ON THE BROCF), TOP OF NEW 136•RAILS FOR MAIN LINE TRACK RAL AND EXISTING RAILS AS GUARDRALS, PRECAST TRACK MATERIALS AD REINSTALLATION - -- BENT CAP OF NOSING AT DIFFERENT LOCATION. :, ',h % 1`8"DEEP BY CONTRACTOR TDP OF SuBGRADF — — — — — — — — — ! i \ I PRECAST BENT\ ie \ \ I RELOCATE WOLNES (RDER T-PRESTRESSED 1. THE CONTRACTOR SHALL REMOVE ALL BALLAST \ CM (TYP) \ / r \ – (BY OTHERS) I AND EXCAVATE AS NECESSARY TO MAKE ROOM \ FOR ABUTMENTS,BENTS AND GIRDERS AFTER PRECAST WINGWALL _I I1/ 2 / � / 2 \� / i 14 x 117 HP PIES DRIVING PIES THE EXCAVATION AND BALLAST (TYP) F TyT i J 1 SEE NOTE 4 j REMOVED SHALL BE UP TO SUB"GRADE LEVEL AND _. III 1 �1 I I 1 �I i 3"X12"TIMBER PLANS I j SHALL INCLUDE 10 FEET OF ABUTMENT APPROACHES. 4 4 BEHIND PILES NTYPI I �' CAST IN-PLACE 2. 7HE CONTRACTOR SHALL PREPARE SLBGRADE TO BENT 2 DENT 3 / / !i: CONCRETE COLLAR RECEIVE BALLAST AD TRACKWORK AT APPROACHES. I I I 2Y. I I j I ; ;!! ;j! PRE TP (TYP) I /BUT i �--- ABOUT 4 3. ALL THE REST OF WORT( AS SHOWN ON PLAN IAD SPECIFIED r _____- ,_ I' ' SEER LNC"ES ON _f } FA4- _____T I`_ GENERAL NOTES ON 5-7 N SPECIFICATIONS. LY� ",r 4L -['}�- Y ELEVATION TYPICAL SECTION SCALE: 1" - 5' MOTE- LEASUROY SCALE: 1" 5' PILE TP (TYP) PFRPODICULAR TO T BENT MOTES: E$ N•" 1. ALL olEruwNs vawN ARE 1EAs1NEo a 1:�OY PERPENDICULAR TO ¢ TRACK; N� EXIST OCTA P/L 1.FUTURE BRIDGE NOT SHOWN FOR CLARITY. TT-N BNEWAY LIMITS OF RL FUTURE RTRACK LINTS OF ROCK 1-A 41PE PROTECTION LEGEND SLOPE PROTECI10N _ _ _'/— _ — _ _ _ _ _ — _ _ — _ _ _ — _ a� H VERTDAL PILES STA 10.00 It METROLINK EL 76.60 14 BATTER PILES , \9 STA 3.10.2 ¢SIKEWAY EL 60.5 EXIST BRIDGE "$ 0 PONT OF MNIBII (1P 87.907 / VERTICAL CLEARANCE It EXISTING TRACK STA 9.67.75 / \ / STA 10.31.77 END OF BRIDGE REINSTALL NOSING BEGIN BRIDGE -"" � / (IIP BI.B87 ABY SCRRA TO SAN DIEGO T/R EL 76.55 \ (- / T/R EL 7665 TO FULLERTON 10.659 \ 10.179 20• SKEW (TYP) i• — AFTER CENTER PILE ` — - —� - TO EDGE OF - — - — - - - GENERAL NOTES: - - - - - - �- - - - - -, 10b15' 10.135' GIRDER TTP. � ✓ \ - � L FOR�. TNG AND RELOCATION OF UTILITIES.- • _ .. - .. SEE DRAWING C-02. REMOVE NOSING OF TIER - _ PHIL T) AR TYP BY SCRRA E VL AWING NO.C- FOR LUIS OF ALN INNER-GUARDRAIL ALL __ _.,_..__..., 2. SE C DR 01 AT NORTH AND (BY SCRR / OAS ROCK SLOPE PROTECTION. \ AT NORTH END (BY SCRRN I' RETNl1NG WILL Q 3 WALL�LAYOUT AWING MO.C-0/ AND C-05 FOR RETAINING I� j\"� NORTH ABU71ENT OF R. EXISTING BRIDGE IETN+NC wALl � .� �' SEE DWG NO.C-O3 BALLAST RETAINER i LTYPT 4. SUGGESTED NITVI EXCAVATION 70 CONSTRUCT \ �- SEE DWG N0.C-04 `�S1', BRIDGE.DARING WEEKEND WIDOW PERIOD. E W ILLUS OR SLOPE ECT 5. SEE S-7 FOR GENERAL NOTES. TE 7ECT10N s PLAN SEE Noz SCALE: 1" 5' E� Lf51fK0 BY R.P. �BY[53, CONTRACT NO. _= JAPP ,,,,�PSB �L� B CITY OF SAN JUAN CAPISTRANO CIP124 ORAWH Br Sn. zAN AMN aaatnru.0 IIITs . Yb VEREDA BIKEWAY UNDERPASS DRAWING NO. ` MP 197.88 S-1 PwIfE6IOM m TOWNACm'R SUTE REVISIONWM GENERALARRANGEMENT..>boxa � SCALEREV GATE DESCRIPTION 5[ •• DATE p�p�Bf hA'v+`[�' AS NOTED TRACK ANCHOR BOLT y.g�. ABI(TYP S EDGE OF DECK (iYPI 20•061, - Tom^ 761 iyp YP ¢TRACK BENT AND PEE TOP OF RAIL 4'-01/4" 5'.4.. 5'-4" ELASTOWERIC rYP It 081(TYP) ftPl•._............__...7�'6" 1 BEAK PAD TIE PA.................5/16" ------ I 2" 2 EO SPA , T_3„ 7yp TIMBER TE•........_......7" a TYP BALLAST................"AV ._—. •____ ANCHOR RODS M,N ' GRDER•...................T-B" I I ZTYPI -- _ SEARING FAB,....... r ,r CAP ABUTMENT CAP� if ii PLES I ° 6-g" 6-B" 4" EO EO PC ABUT CA' r 2" TYP ATE PP4 I I 3" 2 EO SPA STMIP SPACING TYPICAL / PRECAST WING WILL (TYP! A B n I 1 PLAN I q I NOTE:BATTER CENTER PEE ONLY 0:12) I I I I I HP 14 It 117 (TYP) ABUTMENT- ELEVATION SCALE %,.-1,-D„ NOTE:SEE 'MISCELLANEOUS DETAILS"SHEET FOR AL EWDEDDED PMTS AND CONNECTION DETAILS 9''41/4" 8-91/j" a+t OF 8-TON SWIFT LFT Mill I 6 •5 : 2'-0Yi TOT 12 o •5 3 R'-NI/I" I ' STEEL (MINEEL.M 60 ERIC 3" DUROLETER HARDNESS) I N N 7 0 s --- 4n ¢M, - Ml ¢M, •5 3 IB'-4/,"TDT 15 4n N - it r ORMN n I I m u 4"SQUARE ALLW NW WIRE ° O •4F-1 V �2„� —4 ANCHORED FRWLTH 4 MESH WMEOCCONCRETE - -- ST P -- 14 999 9 PP4 I I PP4 4 ANCHOR RODS 2 EQ.SPACES6" 2 9 6%3 5" 61/E 5 0 9" ff rA PRECAST ABUTMENT CAP- ELEVATION SECTION rB1 SECTION SCALE: ;'i' • T-O" SCALE: 3'"" " T-0" aS SME: >'i' _ 1''O" OESR960 Br CONTRACT N0. N.RD. 65' CITY OF SAN JUAN CAPISTRANO CIP124 A24Nw PNSEo,m.CA 9P� VEREDA BIKEWAY UNDERPASS na�ri^ d4'IN BY SA. - $MI AYN CR6TRYID.0 936)5 �� 4�' TS DRAWING N0. "w�'� �P 6 e ( 2ct` MP 197.88 S-2 �' y°""'••"�" gINTI6KON ` REVISION SHEET N0. 5 •' ••'•'^'--" avPRovEo DY gggggg ggggggg 725 TOWN 6 ONPORY pOp -WTE Jlq ♦ • ABUTMENT DETAILS J.L.P. '..fW lMM .CA 93666 �y a aP,mm OATE 710705 >, CIVM1 SCALE AS NOTED 3V REV DATE DESCRIPTION p APP ' 10 �L6'Q4y�i8'• a ¢B TON SWIFT LIFT ANCHOR Y-D" - - ,5� ABIBOLTS A •5 0 9 TOP AND BOTTOM BOTH WAYS BUTT ACNNST P, BACKWALL :j2-/2'0 HOLE ItTRACK TGROUT F USHTWITH OER UTTEERF� rF I wL OF ORDER PC ABUTMENT CPP •5 W 9 TOP RA BOTTOM ASTM AT6 STEEL R 6"x 6" xYe J•-�. = W/ 1Y*-OFME AT¢ PLATE (GALVANIZED). ZO• SKEW PLATE AT EACH END OF ROD \ 1 ABUTMENT GIP. FF 7.,sd n = 9 •4 lJ —VARES 2"0 HOLE,GROUT AFTER * \ PNCHORNG •D BARS ^ P_0 •5 a 9 i0P AND BOTTOM PLAN PLAN q S� ECTION WELD AFTER STRESSING IIa 5 " A•le �J i0 5 KPS T/ic t" CU OTHiTO FL ROD (ASTM E OF CARDER EW. NOTE:ABUTMENT NOT 3 CUT OFF TO FLUSH WITH FACE OF GINGER SHOWN FOR CLARITY APPROACH SLAB DETAIL1 DETAIL 6'-0" SCALE: T/R" 1'-0" YAR. $-S SCALE: TOP OF SUBGRIDE I 6. 6'-0"Yq% BACKFILL - ABUTMENT "APS GRDERS T-2" Y.4 TYP 4 AFTER KEYWAY IS FILLED •4n WITH AGGREGATE,ADD EPDXY FINISHED CRADE RESIN GROUT TO FILL ALL VOID Y \ \ \ THAT ARE PRESENT RETAINING WALL I 7YP JB( FILL AND PACT( KEYWAY c WITH CLEW 1/i•TO - BOTTOM OF SUBGRADEDRY PEA GRAVEL TYP TYP " BRIDGEFILL VIVIK EPDXY - RESIN GROUT TO T-O' T-0" TTOM OF KEYWAY FINISH GRADETYP TYP ORIGINAL GROUND LINE _ BACKFILL RET WALL PLUG JOINT WITH SEALING STRIPS OF POLYURETHANE � �/\/�/\/\/\/\\ n O.G.L. WITH DENSITY OF 1.5 4 L)% 9 ® STRUCTURAL EXCAVATION GROUT KEY DETAIL FINISH GRIDE NOTES: \ ® t CIRCLED AMBER INDICATES SEQUENCE �E OF 1"0 VOOS 1 1 STRUCTURAL BACKELL OF PLACEMENT. �t 7H yABIBOLT$ L 1'-0" _I 6" 2. EPDXY RESIN GROUT SHALL BE SKADUR 35,HI-MOD LV BY BY THE SKA CORPORATION r-O ROADWAY EXCAVATION OR EOIIAL.NSTALL PER MANUFACTURER'S g� ELEVATION T� TD WALLS COMPLEINSTRUCTE S O O TYP S. COMPLETE STEPS NRD(DIN TWO LIF75. ROADWAY EMBANKMENT 4. STRESS AND WELD AS SHOWN IN DETAIL BEFORE GROUTING. PRECAST WINGWALL PAY LIMITS FOR STRUCTURAL AND ROADWAY EXCAVATION AND BACKFILL �S SCALE: Yi' • 1'-0" y NO SCALE NOTE: PLACE REINFORCEMENTS TO MSS OPENINGS 3� Mu OESKAEO DT CA. CITY OF SAN JUAN CAPISTRANO CONTRACT No. CIP124 MA.P. „rm..m.•.T s 3AN PASCD NG. A O t� M R.P MAWN WT T 5/W AYW DPPrs,RA1p.CA 9MT0 ;� '� �. VEREDA BIKEWAY UNDERPASS S.3 S.R. DRAWING N0. a - MP 187.88 C� �11 N„•v,m,•„m• cN4'c.Eo By NLS, t 1 4 REVISION SHEET N0. •' '•'">— PPRDYED RT ]5 Tow uY R w E wo W'J 06 WINGWALL AND MISCELLANEOUS DETAILS 16 G F -��.�,W CIVIL • SCALE E REv DATE DESCRIPTION h APF DPiF p/mos ?I+W>� AS NOTED ¢TRACK BENT AND PILE 20• It TRACK 16'-q' SAFp RAA-e..,.................75A" TOP OF RPL TE .._._PAC+_- ..5/16" 7/2- 2'T' 5'-0" 5'-0" 2'-7" N/i EDGE OF DECK ITYPI ' rYP / TNDER IEc..__.......7" ° ........10" 20- sa9^ BALLAST ¢PEE ¢PEE 7KP J'-)'!S GIRDER.....--...........20" I b O ¢2"VOIDS (TOT 8 NOS) P-3. OLJ B BEARING PAD x,._.......1" / I , 1 YP1 BENT CPP.r............1'-6" - F-� TOTAL..................5'-5W F- ¢BENT I• 1 4I- Al/ ® --/I -—-J - ' - - - � - 0-4- _ �_ _ _ _ — _ GRIND END 6 ANGLE TO FIT I I I SEE TUFTAL AT TOP TIENT AGAINST NEO TTP G OF PEES"ON S-6 I I TY ) EO EO (TYP) ¢BRC LFT ANCHOR (TOT 2 NOS) I 61/i TYP L 4 x 4 x 1/2 I •I" q WELD TO INSIDE FLANGES Of PILES TYP ¢BRG TYP �¢TRACK (4 PIECES) I I I (OT 8BOCATKNSI TYP i / CABENST-TNCOLLAR I I C PLAN �' I L 4 z4 xr^2 DETAILS SYNLABT.¢OF CAP I ¢CM-¢TRACK T-T. 91/x" GROIFU LPE OK¢OF 8-TON SwFT LFT ANCHOR 6'-Ir ME) . B" 5 ' S nz•-6" BEARNc PADS NOT SHOWN FOR CLARITYI I I G SECTION •5 THROUGH HOLES �_ SCALE: NTS ON ¢OF 2" VOIDS Y-XAG- 3'44" SYMA.PACE ABT.¢PILE F 8 % Is'-5" EF I I r SYMA.RACE •5X6'-0" 44 2 •, 1 - THROUGH HOLES �?,' ACE AST.¢PILE2' 4 EO SPA 2 31 TYP 94 STIRRUP SPACING Q I I� 4.5 c� ¢PILE 2'-6^ I 2 •5 % K'-5" I I ' I I ' BENT-ELEVATION H BENT iNf / 1`Ijl 8"TII 2o6'{x"TS I6'/:'I 5 0 9' _Ielh" T- '• 4'-6" SCALE )y'-1--o" 4 .,t-101, "911 ttt r/I^ I _ •4 TOT 8 ALONG It i°N"TTAL U.NA�NSgN AEASCRED ELEVATION 2' X 2MtlSTRUT 40 PRECAST BENT CAP 5 PROVIDE FINISH e PER DETAIL SCALE: �';'.T-0^ LIFT ANCHOR6.. = AT INSIDE FACE D'2 SYN.AB7.¢OF CAP _ •5 TOT 4 - ONLY. I '� I 1 Y•1 or7CUR8T� M x 2'-5"012 R PC CONCRETE I tr of 8-Tan Sift PANEL y fN@1 LFT Af4GIfOR. Top of J GRADE r TWK ELASTOIKRIC SUBGRADE BEARING PAD (TYP) 5 WS(� EWALL7 SPACED TYP �a< 2"6YOID5 2.4 2`2"CLP r © • `j{i"DIA SO SLEEVE s — DIA •5 STRRLPS r E%PANSKN I I III s�'iEEVVE NEX I yK"xY,^ - t '� u�ACTU RRETD� JOINT FILLER ANCHOR �To BY Kir OR EOUYALENi n SLOTTED F- �� 1'-4" 3 L4x4x 5116.TTP EO EO n LWT 6) r , •8 - I I FgLE BURN ) •OU HOLES 2"CLP. BENT GM � 1 E� :� h N WEB OF RLE GIRDER END L L gy _ Y PP, 2 •5 IF y DM RAfwwST CONCRETE Y 4 •5 X W-5" MUST RBEU Sal r SECTION .B 8 SECTION F SECTION BALLAST RETAINER DETAIL SCALE_ SCALE: 3:-r-o" SCALE: SCALE: if a�..n.i. aF5 oBr NAP s ppFFb, CONTRACT N0. �- M400 PAYO AWLAINTO a CITY OF SAN JUAN CAPISTRANO CIP124 �J N R.F ` VEREDA BIKEWAY UNDERPASS MAM Br S.R. 5AN AMN CATASTNA1q,G 02675 ,� 'V 'k DRAWING NO. MMD B7 I l% MP 197.88 S-4 5 n.s. .I2nvos REVASION SHEET N0.17 ^"" xowavco B. 725 70.A COUNTRY ROAD -WTF 200 • BENT DETAILS ` •'. J1➢. 1110. ORWCE.G 92B6R CIVICSCALE RE V. DATE DESCRIPTION p APP •��x"•~ OATF p,q/OS 4'v arV'�' AS NOTED "L" 20'-9" OUT TO OUT OF BEAM Y-4"T-1"' t-4" 1 3 F'�h•_--��1 f� 5" S & T BARS o 8,PLACE TO MISS ANCHOR HOLES 5 F� 2" TVP 5'-0" TYP 2" TYP $-BAR — - OF TRACK •5 o, 4 T DIA ANCHOR HOLE, U-BAR - (TYP 4 PLACES) \ T-BAR ��t•-q•• ( 5 •5 }KP \\ 2�/,'¢HOLE FORMED PARALLEL \\ . 20'-4" TO EDGE OF GIRDER fTYP) U BAR 1` � L2 BAR I'------"I o \ \\ 4 5 ZD" C� BAR �_ 2 6 � D1 BAR �_ 6 6 � LIFTING LOOP - SEE \\ ¢6"X %z" X i'-5" ASPHALT TYP •5 •8 "LIFTING DETAIL" \ EXPANSION BOARD W ASPHALT \\ DETAIL 1 ON S-6 TYP 4 PLACES) ` OPEN JOINT IN WALK AND 1" X 6" ` S-3 DRAW OPENING \F`\ BARS BENDING SCHEDULE _ _ \ _ _ _ _ _ — _ — — — _ \,\ _ _ SCALE: NONE - 11�==�� 2,_3•• CURB }VP \ TIE ROD I i TYP-/ � .- 0 0 UR W 1 ^ 0 9"MAXIMUM SPACING 6"I 6" 0 9" MAXIMUTA SPACING 6"� 6" 0 9"MAXIMUM SPACING 6" BRACKET 31 ADJUST AS REOUIR "L../3 "1"/3 LQroLR � To IHSS OTHER JAL K REINFORCEMENT L 3Y3x% PIAN _ - Rr7ADDLE 2" 2., UTILITY(TPIT BARS (TOP & TTOM) 1 5" 50 8" 5" Y `^ aS BARS ATOP) O B UTLRY HR TO l R ,TYPLIFTING LOOP - TIE TO BAs oT 6-L 1 z �6 -U 8AR5 L 3Y3x4 -CA57-IN-PLACE (TYP EACH END) FERRULE LOW INSERTS UTILITY SUPPORT DETAIL SEE NOTE 4) SCALE= (y�• - 1' 2-L1 6-L2 I'-0" <TYP) LI IN TOP B" T-2" t'-2" 1'-O" r-2" 1`2" 81/2 NOTES: Cl EAR ON AR1'/2" L THE CONTRACTOR SHALL COORDINATE WITH PRECAST PRESTRESSED GIRDER-ELEVATION CLEAR 33" UTILITY COMPANY BEFORE PREPARING SHOP DI(TOP & 80TTOM, 81, SCALE: ��• _ p_p• NOTE: PRESTRESSING STRANDS DRAWINGS MD WALLING THE BRACKETS. 6 NOT SHOWN FOR CLARITY TYP BOTH ENDS) 2. ALTERNATE BRACKET WITH SIDEWALK SUPPORT o m Ci RELATIVE VERTICAL POSITION BRACKET. - TOP OF GIRDER OF PRESTRESSING SIR" 3. HANGER,SADDLE AND UTILITY PIPE WILL BE T-8" 4" 9" 4" T-W' 4"4" 6" — TO MLD STEEL S BARI PROVIDED AND INSTALLED BY UTILITY COMPANY. 5 //—1-3/4'0. W/2 BOLT L2 4, AST-IN-PLACE FERRULE 100P INSERTS F-64 WITH 3'j"p +I - ` AIER NUT tIS TIGHT.TLYP) _ L2 - � SCREBUILT90 IDAICIfOR CO.WASHER �OR EQUIVALENT.ALL RL'IBIOD + j + INCLUDING BOLT AND WASHER SHALL BE GALVANIZED. OP12 2 ryS CP2� CP2A a H++ J ♦aaa J+ia Yat+ ++4+ + ++++ + y L 2 T BM U BM 4%2" L2 U BAR AT END r SEE 'GROUT KEY DETAIL" AT EI 3y; 4' 6" 4' 6"4' 4. ON S-3 //tt^DRIP GROOVE - 3 )'4" SECTION AT JOINT 4'_ KL LENGTH (TYP tE 302" 302" 302" 302" 302" 302" NO SCALE EACH END) S SAT ABUTMENT CAP,SUBSTITUTE CURB ANGLE CA3 FOR c PRESTRESS STRANDS(TOT 38) CURB PLATE CP2 AND 8% BOLT.PLACE CAS SUCH THAT SECTION-SHOWING REINFORCEMENT SECTION-SHOWING THREADED BAR EXTENDS TH,E SPACE BETWEEN PARAPE SCALE: NONE A W AND EDB OF CURB AND HOLE IN DPt2. pESiclEn pr [sx, T N e_ 0.CITY OF SAN JUAN CAPISTRANO CONTRACT ""'•' ]2100 7Tt ADCL9 a0�dpp,P �+.e�^•`,,.,�., TxNYN pr S.p. ' cH Sp.ulN C/PISTpwq,G 9]625 «c Y 42f!� VEREDA BIKEWAY UNDERPASS DRAWING N0. S-5 bCE 2p pT MP 197.88 X.S. e wPppxEO pT � 225 TOMO 4 CpOMpr Opp -SATE]00 E a PRECAST PRESTRESSED GIRDER DETAILS REV SDN SHEET No.18 J.L.P. • 00A .C• 92IITi! DATE roipips �aw6�' SCALE REV AS NOTED DATE DESCRIPTION N APP E - 5" 3S" PF I 17 0 9", 12'-9" 3'/i f 3/i" 3�/z" FACE OF CURB MUST BE �i'D PVC MOLES FLUSH WITH FACE OF BEAM 12"/TYP)FROM EDGE 0 Typ j+ 6" 4'-8Yz'MAX HOR1Z SPACING '�- : Q x 3^ 3" C1 LACE 0 IT 1 (TYP) 7 PLACES) 1"X 6"DRAW OPENING C1 PF ELEVATION SECTION PG PILE PLATE PP4 SCALE: NTS 1- R V X 2f/4" X 13'-4•-PF P - q CURB DETAIL 2 - BARS 5•X %" X 13'-4"- PG BD-TYP. ,. TYP. - SCALE: 68 -Y,"OX 0'-6"STUDS -6D SEE "CURB"UNDER GENERA. NOTES ON S-7 WEIGHT • 947 LHS. A ' WBX15 I BEAM CUT IN HALF 1%NSTRUT FOR "1" BAR --E = 1/i" 204-12 4" _1i2i 45"LONG •T"8M 4"x.2•-a' 11//'$ HOLES FOR URS'X 9"BOLTS Il/FLAT SPFS2 WURS d 2'_9'/z• 2 2 �Y4" 9• TYP , PL�'e"x X X,D._q. LEX NUTS 5• THREAD _ 20' S +/. /4 X2-%s 9' timet R HB Fi(I"f�HOLE %s"9 MOLES — i x2'-8'/i_ r , WI e� - � � � � I/4 1 2. L'14 ANCHOR BOLT AB1 WASHER Wt PL Tn 2•x 2"x'{ eStall. AA � �" 2Y2" THREAD BAR a%IDyX 2'-e/t BH Hx 4"X �" X a-4 9!i m ID t BAR 4"X A"(11N>X a-S'W/iVIIIHOLE AT CENTER -PE WEIGHT -3.4 LBS. R 4' �SPL1T TDD{NC ATX � NH •7" BAR 4"%2'-D- ANDOEkDED TO •T• 1-STD.HEX MUT -NA GALVANIZE AFTER FABRICATION. W/ '/A FILLET WELD , WEXOIT •15.1 LOS. $• BC NB 11/z" GALVANIZE AFTER FABRICATION. SECTION A-A L ELEVATION 3" GRIND FLUSH STANDARD SIDEWALKBRACICET AFTER WELDING ' APPROXIMATE WEIGHT -70 LBS CURB ANGLE CA3 NOTE:TO BE PRNER PANTED AFTER FABRICATION 1- ANGLE 4" x 4" x x 0'-3" AA 1 - BAR Y,,"o x 0'-15" - BC 1- STD.HEX NUT - NO ¢WEBWEIGHT - 3.57 LBS LIFTING LIE GALVANIZE AFTER FABRICATION FLA-ICE ,YK'a HOLE e PC i1/rc'a HOLE a PRTORODUCT T CO LFT MOM 5 y PILE RATE W BOTTOM OF a T�LFTN6 EYE CD YP \I PRODUCT CODE N0.60650 6'-6 " NOT u0R T PRECAST CM -Y-P 4'-0" .yjl+ 3 uIFla OF CONflETE CAVITY FORMED BY 11-TON ANCHOR ROD AM CURB PLATE CP2 SWIFT LET RECESS PLUG — 4 1- BAR 3" x '/_" x 0'-8" %7 TYP. n DECK PLATE DP12 1-BAR 1/4,n Y-6•(PLAN) WEIGHT • 3.4 LBS. B-TON SWIFT LIFT RECESS"RUGS,.ANCHORS AND,LIFTING,EYES WEIGHT -6.3 LBS. GALVANIZE AFTER FABRICATION ARE AVALABLE FROM DAYTON SPEPoOR COOP-9415 SORENSON.AVE., I- B7"x 3/A" x 7'-11/z' (BENT) - PC NOTE GALVANIZE AFTER FABRICATION. FLANGE OR WEB M I ✓` SEE DETAIL 'B' ANSANTA FE SPRNOS:CAIFOTINu 90670,TELEPHONE 1714z522-3442. 2 - BMS/i'D x 0'-3" - BA ALL DETAILS ON THIS SHEET ARE CE PILE WEIGHT - 71.4 LBS DRAWN NOT TO SCALE UNLESS B GALVANIZE AFTER FABRICATION NOTED OTHERWISE - g TYPICAL PILE SPLIES DETAIL AT TOP OF PILES LIFTING DETAIL €tD XE D Br xRs pxprEssryr._ CONTRACT NO. Y CITY OF SAN JUAN CAPISTRANO CIP124 214400 PREXO 1 MTO d M R.a DRAWING N0. 5]5 5 M�b VEREDA BIKEWAY UNDERPASS S-8 �'— NIP 197.58 ii pECxED BTMISCELLANEOUS DETAILS x.5. ►RFFEIT(7N1 725 TO.M a CDDNIRY RO.N .S TE 2100 ♦ ! REVISION SHEET N0.1 B /PPR0 ayBY gg pgpgpg a ORMFE,CI, 22M urban J.L P. $ �, 4i CIV41. V .r.srn..e ' DATE if@1 ...mnr 4rC syJ` SCALE REV DATE DESCRIPi1ON x. pPP WJIOJOS 4Tjy. AS NOTED GENERAL NOTES SPECIAL NOTES 10 MANUACTUER BOLTING WING WALLS TO ABUTMENTS SUGGESTED CONSTRUCTION SEQUENCE (MIDGE) PRESTRESSED CONCRETE PRODUCTION PROCEDURES AND DIMENSIONAL TOLERANCES FOR THE INSTALL WING WALL,ADD WASHER W1 AND HEX NUT TO BOTS.TIGHTEN [REFER TO DRAWING S-D DESIGN.MATERIAL AND CONSTRUCTION OF PRESTRESSED CONCRETE BEAMS MANUFACTURE OF PRECAST,PRESTRESSED BEAMS SHALL BE N RUTS AND TACK WELD NUTS.GROUT SKILL CONSIST OF ORE PART TYPE M THE FOLLOWING SUGGESTED CONSTRUCTION SEQUENCE ASSUMES SHALL BE N ACCORDANCE WITH THE CURRENT AR.E.M.AMANUAL FOR ACCORDANCE WITH THE PRESTRESSED CONCRETE INSTITUTE'S PORTLAND CEMENT TO THREE PMTS OF FINE AGGREGATE,BY NEW, THAT THE CONSTRUCTION STAG94G PLAN,WORK WINDOW PERIOD, RAILWAY ENCMHEERNG.CHAPTER 8.PMT 17 PRESTRESSED CONCRETE DESIGN. CURRENT MANUAL MRL-116 FOR DUALITY CONTROL. MIXED NTN A GAGING SOLUTION MME OF ONE PMT SNA SET TO FIVE PMTS SITE ACCESS,CRIME LOCATION,CONSTRUCTION PROCEDURES AND O WATER BY VOLUME.THE FOLLOWING MX PROPORTIONS WILL YIELD ORE METHODS ARE APPROVED BY SCRRA AND THE CITY. ULTIMATE COMPRESSIVE CYLNOER STRENGTH OF BEAM CONCRETE SHALL MANUFACTURER SHALL FURNISH TO THE CITY REPRESENTATIVE - MINIMUM CUBIC FOOT OF GROUT:CEMENT - 35 LBS.,FINE AGGREGATE - 105 LBS., NOT BE LESS THIN 4,500 P.S.I.AT TRANSFER O PRESTRESSING FORCE,AND O THREE SETS O SHOP DRAWINGS (OR AS REQUIRED BY ENGINEER)FOR WATER - L25 GALS.AND SNA SET - I QT.AT A TEMPERATURE MOVE 50• F., ACTIVITIES PERFORMED DURNG TIE INTERVAL BETWEEN TRANS 5,500 P.S.I.N 28 DAYS. APPROVAL PRIOR TO CASTING BEANS. N ADDITION TO THE DESIGN LENGTH THE NTMI SET O THE GROUT WILL TACE PLACE N THREE HOURS AND OR DURING WEEXEM1O WINDOW PERIOD PRIOR TO BRIDGE ERECTION WEEKEND: O BEAM.THE DRAWINGS SHILL SHOW THE PRE-TRANSFER CAST LENGTH DESIGN STRENGTH WILL BE OBTAINED N 24 HOURS. PRESTRESS CONCRETE SHALL BE AR-ENTRAINED CONTAINING NOT LESS THAN 4%NOR REQUIRED TO CORRECT FOR THE ELASTIC SHOW[ERNRG,SMRNCAGE AND 1. COMPLETE SURVEY TO LOCATE POINTS FOR PEE NSTALLATION. MORE THAN U AR BY VOLUME. CREEP OF THE CONCRETE.COMPUTATIONS FOR THREE CORRECTIONS BEARING PAD ADHESIVE: SHALL ACCOMPANY THE DRAWINGS. 2. RE-SPACE NTERFER94G TES (BY SCRRA. MAXIMUM SIZE O COARSE AGGREGATE SHALL BE ONE NOT. CLEAN TOP AND AN ALTERNATE STRAND PATTERN BETTER SUTEO TO TH: MANUFACTURER'S ETHYYLKETONE TOREMOVTTOM � BEARINGACES OF PADS WMETHYLITH RACES OF MOD RELEASE AGENT3. DELNER MATERIAL AND EQUIPMENT. ALL PRESTRESSING STRANDS SHALL BE 0.6"DIA,7 WIRE UNCOAIEO,LOW FACILITES WHICH HAS THE SAME ECCENTRICITY AS THE PATTERN SHOWN ON CLEM AND DRY MATING SURFACES.APPLY DELTA AS23-18 AIB GEL TYPE RELAXATION,WITH MmAtA1 Fs'- 270,000 P.S.I.AND OTHERWMSE MEETING THS RAN WILL BE CONSIDERED FOR APPROVAL PPoCR TO CASING UPON EPDXY 10 A 5 ML THICKNESS ON THE PRECAST CAP AND THE BOTTOM 4. DRIVE PILES TO REQUIRED TP ELEVATIONS AND CUT PILES 2 INCHES BELOW THE REQUIREMENTS ON CURRENT AS.T.M. DESIGNATION:M16. SUBMISSION OF PLANS AND COMPUTATIONS BY THE MANUFACTURER. SDE OF THE BEARING PM AND THE THE PM SHALL BE SET AND HELD BASE O RAL ELEVATION. HOWEVER,NO CHANGE N THE LOCATION O THE TOP ROW O STRANDS N THE PROPER LOCATION ON THE PRECAST CAP UNTIL THE EPDXY NTAL PRESTRESS SHALL BE 0.75 Fs'- 43,950 LBS. PER SIR". WILL BE PERMT7ED. TAKES ITS NTAL SET. 5. NSTALL WALKWAY,HANDRAIL ON ORDERS AND BALLAST RETAINER. ALL EXPOSED CORNERS SHALL BE CHAMFERED Y'4 NCH. TACK WELDING OF NON-PRESTRESSED REINFORCEMENT IS PROHIBITED MORTAR FOR SETTING BEAMS: ACTIVITIES PERFORMED DURING WEEKEND WINDOW PERIOD ONLY: EXCEPT ON THE EXTREME ONE-NCH LENGTH Of THE ENDS O THE T ND TOP O BEAM SHALL BE OVEN A STEEL TROWEL FLASH. S BARS SERIES. JUST BEFORE SETTING BEAS,MORTM CONSISTING O EQUAL PMTS BY 6. REMOVE TRACK UY SCERA AFTER ALL PILES ARE INSTALLED BY CONTRACTOR. VOLUME O DELTA AS23-IB AIB GEL TYPE EPDXY AND DRY SLICA SMD, (TRACK REMOVAL MAY 14DT MEDIATELY FOLLOW THE LAST PEE INSTALLATION). CAST-IN-PLACE CONCRETE F REINFORCING BM SUPPORTS IS USED,THEY SHALL BE CLASS 1,PLASTIC MIXED N ACCORDANCE WITH MINEACTUIERS DIRECTIONS,SHALL BE REMOVE BALLAST (BY THE CONTRACTOR). PROTECTED.IN ACCORDANCE WITH CHAPTER 3 O THE CURRENT C.R.S.I.MANUAL SPREAD ON TOP OF BEARING PMS 70 A THICKNESS O APPROXIMATELY ALL CONCRETE,CONCRETE WORK,AND PLACEMENT O REINFORCEMENT O STANDARD PRACTICE. I/EACH N ORDER TO OBTAIN UNIFORM BEARING. SCRAPE EXCESS 7. EXCAVATE ENO" TO MANE ROOM FOR PLACEMENT O PRECAST ABUTMENT SHILL BE N ACCORDANCE WITH SECTION 8 O AREMA 2O)4 OR METHODS MORTAR FROM MORD BEARING PMS AFTER BEAUS ARE SET. CAPS,BENT CMS AND GIRDERS-(SEE S-R APPROVED N WRITING BY ENGINEER PRIOR PLACING. MANUFACTURER SHALL BURN BACK-PRESTRESSNG STRANDS TO A DEPTH O ONE NCH BELOW SURFACE O CONCRETE ON END O BEAM. RESULTING ERECTION O BEAMS: & CUT THE PILE TO REQUIRED LEVEL.PLACE ABUTMENT AND BENT CAPS AND WELD. ULTIMATE COMPRESSIVE STRENGTH O CONCRETE SHALL NOT BE LESS RECESSES SHALL BE FILLED WITH EPDXY GROUT. THAN 4000 PA N 28 DAYS. BEAMS SHALL BE SET N TIE PROPER LOCATION USING CME NOT 10 9. PLACE ALL BEAMS,INSTALL DECK AND MRO) RATES. PRECAST CONCRETE: DAMAGE CONCRETE MEMBERS.AFIER BEAMS ME SET,BURN OFF LFTNG VIX M A SIZE O COARSE AGGREGATE SHALL BE ONE NCH. LOOPS ONE NCH BELOW Tit SURFACE O TLE CONCRETE AND PATCH THE D. INSTALL WNGWALLS AND BA]ffLL BEHIND THE ABUTMENTS. ALL CONCRETE,CONCRETE WORK AND PLACEMENT O REINFORCEMENT RESULTING RECESSES WIT" EPDXY MORTAR AS USED FOR SETTING BEAMS. ALL EXPOSED CORNERS SHALL BE CNAFERED Yi NCH. SHALL BE N ACCORCNACE WITH THE CURRENT HEMA O RECOMMEND H. COMPLETE TRACIKWORK NCLLONG PLACEMENT OF BALLAST PRACTICES CHAPTER 8 AND PC. DECK PLATES: - AND SIGNAL TESTING.METRONK WILL PERFORM THESE ACTIVES. THAT PORTION O PILING THAT S TO BE ENCASED N CONCRETE SHALL,FOR THE PURPOSE OF BOD BE CLEANED OF ALL DIRT,OL AND GREASE AND ALL THE ULTIMATE COMPRESSIVE STRENGTH DE CONCRETE SHALL BE NOT THE DECK ANTES ADJUSTED AND IRMED AS NEEDED 10 NSUE LOT FIT. 12- ORD#TO RAL TRAFFIC. LOOSE SCALE ASD RUST BEFORE CONCRETE IS PLACED. LESS THAN 4000 PSI N 28 DAYS. WELDING OF DECK PLATES AT JOINTS MAY BE REOlED BY LOCAL CONDITIONS- WELDS WILL DE HAVE SCA£/EMDVEO-AQSNRAY CAVJNnr_PLACED AFTER- ACTMTES.CAN BE PERFORMED M04 REGULAR HOURS, COVER TO REINFORCEMENT -MAXIMUM SIZE O COARSE AGGRAGATE SHALL BE ONE NCH. COOING. U. EXCAVATE MOUND THE BENT TO MAKE ROOM FOR CAST CONCRETE COLLAR. MINIMUM COVER TO REINFORCEMENT SHALL BE 2 INCHES UNLESS NOTED THAT PORTION OF PILE PLATES PP4 TO BE N CONTACT NTH CONCRETE HANDRAIL! OTHERWISE ON PLAN. SHALL BE CLEANED O ALL OIRLOIL AND GREASE AND ALL LOOSE SCALE T4: COMPLETE THE REST OF THE WORK UNDER THE BRIDGE,14CLUDM AND RUST BEFORE CONCRETE IS PLACED.MMSIN CONCRETE COVER ON HAOIAL POSTS ON WALKWAYS-SKILL BE ELECTED PEUN'AD M LINE. WWAY EXCAVATION,AND CONSTRUCTION OF RETAMWIO WALLS,DRAINAGE BM REINFORCEMENT REINFORCEMENT SHALL BE T UNLESS NOTED OTHERWISE.ON PLM- HANDRAIL CABLES SHALL.BE)YM•7X19 GALVANIZED.AIRCRAFT CABLE. FACILITES AND ALL OTHER WORK SPECIFIED. NON-PRESTRESSED REINFORCEMENT SHALL BE DEFORMED BARS MEETING ALL PRECAST MEMBERS SHALL BE CONSTRUCTED FROM APPROVED-SHOP PANTING: CURRENT AS.T.M.DESCNATID :A%,GRADE 60.FAJRICATION O DRAWINGS.NO MATERIALS SHALL BE ORDERED UNTIL THE CONTRACTOR RELFORCNG STEEL SHALL BE AS PER CHAPTER 7 O THE CURRENT C.R.S.L RECEIVES APPROVED SHIP DRAWINGS PRECAST MEMBERS SHALL BE THE EXPOSEWPORTDNOF ALE-PLATES"AN)FEW BETWEEN BOTTOM OF MANUAL O STANDARD PRACTICE.AND SECTION 52 OF CALTRANS STANDARD CONSTRUCTED N ACCORDANCE WITH O CHAPTER EIGHT RECOiEN)ED CAP AID TOP OF COLLAR OR MID LNE,THE COMECTDN BMS AQ SPECIFICATIONS. PRACTICES OF NEMA YEAR 2000 AND METHODS APPROVED BY THE ENGINEER THE MOLE BRACING OF USED)SHALL BE PANTED WITH ONE-FELD COAT AND AS SHOWN ON THE APPROVED SHOP DRAWINGS.PRECAST MEMBERS OF CHEMICAL-MASTIC CM-15.METALLC-ALUWWAN COLOR,APPLIED TO A.DRY DESIGN LOADS THAT DO NOT MEET THE REQUIRED.SPECIFICATIONS WILL BE REJECTED. FLM THICKNESS OF 8 NLS,CORRESPOICK 70"A WET THICKNESS OF 10 MLS. REJECTED MEMBERS WILL REPLACE BY THE CONTRACTOR AT NO ILL MEAS TO BE PAWED SHALL HAVE A COUERCUL-&AST GLEAMING. DEAD LOM: (ASSUMED - LBS.PER LINEAR FOOT O TRA]() ADDITIONAL EXPENSE 10 CITY.PRECAST MEMBERS THAT HAVE PEEN N ACCORDANCE WITH TIE STEEL STRUCTURES PAINTING COUNCIL TRACK..........................................................................................-200 DELIVERED AND ARE THEN REJECTED MUST BE REMOVED FROM SCRRA/CITY SURFACE PREPARATION SPECFCATION SSPC-SP&PAR APPLICATION _ BALLAST INCLUDING TIES...............................................................2380 PROPERTY NTH NO MOTIONAL COST TO CITY. SHALL BE N ACCORDANCE NTH THE MANUFACTURER'S NSTRUCTIONS. CURB.,WALK L HANDRAIL........................................._................._.620 TOLERANCES FOR PRECAST MEMBERS SHALL BE N ACCORDANCE BEAMS_..........................................................................................3500 NTH WH-116 3RD EDITION AND PCI.ALL CONTRACTOR'S PLANT FACLITIES MATERIAL: TOTAL._........................................................................................6700 SHALL MEET THE REOUREMENTS OF THE PRECAST PRESTRESSED CONCEIE N511101E. STRUCTURAL STEEL PLATES,BARS AD ANGLES 9MLL MEET TIE REUAEMENTS LIVE LOM O THE CURRENT A.S.T.M.DESIGNATION MG. CONCRETE MEMBERS SHALL NOT BE REMOVED FROM THE CASING BEND COOPERS EBB INCREASED 15 PERCENT TO PROVIDE FOR CENTRIFUGAL FORCE BEFORE CONCRETE REACHES A STRENGTH O 2.500 PSI. ALL PEES SHALL BE A572 (RADE 50 STEEL. AND OFFSET O CENTER LINE OF TRACK OFFSET UP 70 SIX NOES FROM CENTER LINE O BEAMS. PLNG SHEAR CONNECTOR SILOS SHALL MEET THE REQUREMENIS OF SECTION 7 d OF THE CURRENT A.W.S.STRUCTURAL WELDING CODE,OTT FOR GRADE 1020 SOLID CURB RIES SHALL MEET Tit MATERIAL REQUIREMENTS O AND SHALL BE FLUX FILLED HEADED STUDS. Y DRIVEN N ACCORDANCE NTH METHODS APPROVED IN WRITING BY �(• CURB TO BE CAST ON PRESTRESSED BEAM AFTER STRANDS THE ENGINEER.STEEL BEARING PILES SHALL BE DRIVEN TO REFUSAL, PALE DETENSDKD.BOND NEW CONCRETE TO PRESTRESSED BEAM BY COATING F POSSBLE,OR TO A LIN" ULTIMATE RESIS7MCE O 200 TONS BY SHEAR CONNECTOR STUDS SHALL BE AUTOMATICALLY END ELDED WITH 3[f CONTACT AREA NTH SNAAIR H-MOD,MADE BY SNA CHEMICAL CORP..OR EQUAL. THE MODIFIED ENGINEERING NEWS-RECORD FORMULA MINIMUM COMPLETE FUSON N ACCORDING WITH SECTION 7 O THE CURRENT AWLS. FRESH CONCRETE MUST BE PLACED WHLE BOD COM IS SILL TACKY. PENETRAICH SHALL BE 20 FEET BELOW NATURAL OR FLASHED GROUND STRUCTURAL WELDING CODE. LINE.WHCHEVER IS LOWER. PREFORMED I/{X 6-ASPHALT EXPANSION BOAR TO BE PLACED AS TO DIVIDE (EOTECIPACAL SUPERVISOR: pp CURB INTO THREE EQUAL SEDIMENTS LEAVING A%'JOINT N WALK A 7'X 6- ALL ALES ARE W M% 117 • STEEL BEARING PIES. tl DRAIN OPENING SHALL BE FORMED AT THE CENTER O EACH EXPANSION BOARD. IT IS RECOMMENDED THAT GEOTECHMIMC ENGIEER-K RECORD SHOULD BE Q BOULDERS OR ROCKS MAY BE ENCOUNTERED DURING PEE DRIVING PRESENT TO OBSERVE THE SOL CODRDM PUD TO VERIFY APPLCABL)TY 7 TWO 1'OAIRLES SHALL BE LOCATED AS SHDYIN ON PLM. OPERATION.THE CONTRACTOR SHALL BE WELL PREPARED AND OF RECOIENDA111DNS,AD-TO EVALUATE THE NEED FOR OESKN CHANGES, EOUPPED WITH RLE 910ES N CASE HEEDED. F CONSTRUCTION METHODS OR SUBSURFACE CONDITIONS OFFER FROM L ALL STEEL TO HAVE A MINIMUM OF f/r"O CONCRETE COVER THOSE ANTICIPATED. W ALL CORNERS TO BE CHAFFERED Y,*'OR TOOLED 10 A RADIOS. PLACING PRECAST CMS ON STEEL BEARING PILES: IEC AFTER PILES ARE OMEN.THEY SKILL BE ALIGNED,IF NECESSARY,AND HELD N THE PROPER LOCATION AND CUT OFF AT THE PROPER ELEVATION.THEY SHALL CONTINUE BEING HELD UNTIL THE PRECAST CAPS HAVE BEEN SET AND WELDED TO STEEL BEMNG PEES AS SHOWAI ON ILSCELLAHEOUS DETALS'SHEET. C ARC WELDING SHALL BE AS PER CHAPTER 15,PART 3 OF THE ARE.MA YEAR 2000 MANUAL FOR RAILWAY ENGINEERING. EW OEsroco e. N.RF. r e CITY OF SAN JUAN CAP13TRANO CONTRACT No. CIP124 33/00 PAseo AKNLANro SR_ $IN ANN f:Ap3rRAAq,CA Ymn VEREDA BM�w9788 DERPASS DRAWING No. s-7 G VOM BY AAPBovED Br A' >3s rf1WM A CgMTPv rtoAB-SuiE 300 SHEET NO.o. . YABD GENERA[NOTES 20 _ r°3•P°r DerE iroios •_i SCALEDESCRIPTION °P APP "' ...A AS NOTED --- 91EET TOTAL O SHEETS LS 4 < Ft F O.E. LIMAS Or ROCK I..• ryq..��- rpKrE9ige, rt FUTURE -RACK LIMITS ORE SLOPE PROIEtIICN PRGTEC11IX1 GEOTECHMCAL MiR`E590NA1 STA 10+00I METROIIN% EL 76.7, STA 10+31.77 PLAN EXIST XM Bnwman E £ a 790) S + W L END 19 BRlpr( 31 fl a _ (.R 9LBB) RIMS APPROVu OATC m /31/B6 }t�Ia t (MR 19).90) - we tib 5 SCALE: 1"= 10 FEET (EXISTING TRACK STA 9+67,75 APPROACH A0.B iW -j1(F tE (METPCAINNJAMTRAX) BEGIN BRIOGE (PRCCAST) `'ft or tae iFO�tS @ TO SAN D1EG0 - TO FUti a[ CAL�4 Notes - -'T-'--- GROUP DELTA CONSULTANTS, INC. 1) A safety hammer was used with automatic release 9.60 +80 Iw 10+00 10+40 BENCHMARK. 92 A,,-.u\. Snae 120 4 SJC-5 Fo sp9 A W L54182 Sly f Int. of Camino Ca slran o.mge, A 1 k 2) The weight of hammer and height of drop used for and Del Obispo 5t (Ely) FI Jae Number 1-256 E the California sampler and SPT sampler are shown in Me A 9 Northing: 487317.1100 Easting: 1569653.6200 r "Y fallnwNlg tablet NORM ABUTMENT Cr�-- RETAINING WALL Elevation' 91.20 it EXISTING BRIDGE PROPOSED RETAINING p Outside Insitle Weig111 of Htight of BRroCf w6u LIMIT$OF ROCK I 9 t i T'. of Sampler Diameter Diameter Hammer dropSLOPE PROTECTION C011fornlo Sampler 3.25- 2.42' 140 lbs 30 y SPT Sampler 200 " 8 " 140 lbs 30ti si tY _ 3) Californial. ime Usingsampler blow counts can be converted to equivalent 5 t SPT blowmunts using n multiphcalton (nctor of 0.67 GjjI a 5 IA '3 _ tt 80 � 80 GB_g t?: ; 1. 6" r e.,.n,a.min R,..e i GB-1 J,f M B-I. „ - 63 W ci IN i�t44. �• 70 s91r 5A6Y1(sw�i r 70 {{ 3tt 6 5.25 D-tt3.5 2 }7�{f:illi Afi; laweyta.Ms"we. te r lw�mt-i .<Fm(m a-.a venee a-I w aftv m no ry (sq. . meUT Y 60 __ e.)JMor browq mpel_fMe ginned 60 yE R } 21 s 1 2 s-. -_ z I -- ocrlr epee AN 'f -son. e6n�yeXw Hurn. moist.m.eium In Il 8 { Iup.q to meaum Mnx,go.beowl.males to.et. -9,7W7 3 a r t A 6 j a ; n e0wm c a Noneb GWS I.55 FT. I.waf.)------------ I. 2 uo i (( FF W 3.L5 0-6 t0. m 9 S -4 a I�to.neawn yv�N yeltor brown,nidal to war. f a Sit } i i3s : 50 i el'�/n 6 x a MQ3 . V I s-6 -- 16.0 can.a.mge to gar O - — a -_meeirm AN, !a wV.tlene.a50 q r hro.w. wet, O Call Mange to'or 1- IW z 3 yySL P __----- In 4D Y { __ 40 2 e 0GG . 95 2 5- ww -- ------------ =S-- _ ______-- NO aanwe emaerr sae to ca.;nq F 30 s f -- I. _'GMaar"T .e`ease aN3m- T =3R 30 3 3.2 _I tt. • cones w^, tamnotia at 4 feet py to caring gained / eraln er.ounlered at IS feel s/ze 01 tying ho4mee wlm ercnmlep mos o,a PaMea vin [}YxA Ilya YE a S• 16 2 s-1 -- 20.3 as to talo-inn axonal 20 20 VI �3F a e 3 2 2 -1 ,, 5"• e i /O7argd 4�1 4S'$a�4Y746 ea8 46 �]( a6 z _1WV-4, q�atmo mtee a oI1cdT5 offel e - 10Zler Oin 10 5/2A/01 X., Is w."K rms Aspnr� 0 0 d� s3 i 9+40 9+60 9+80 10t00 10+20 [0+4G TGA-601D+80 6a 2 S)E 2 $ PROFILE\OFILE STATION NUMBERS.ALONG C. OF RAILROAD SCALE: PLATE 1 i ;t dib . q A� w� ncln wrESIGA*Kw CITY OF SAN JUAN CAPISTRANO CONTRACT N0. A .,I..._,,...L c.ANANLE Q-2 324W PASEO MCVNIO CIP124 „eA..."i DRAWN Br SAN UNN'CAPISTRANO, F,L 926>s CITY OF SAN JUAN CAPISTRANO ORAANG NO K. FERNWOES CNEGEO Br C— If' pr�wAWwrw c.IrWTE ��.,..e �tw-�� REVISION SHEET N0. �pft p . J]5 TOWN t COUMTRI'ROME,- SUIEE J, VEREDA BiKEWAY UNDERPASS -y y r H� ,r= GRANGE.U 92666 z7 LOG OF TEST BORINGS SCALE 1^= to FEET REV_ DATE DESCRIPTION ;iS, APP. o'r"r't�s 02/O9/M ' CITY OFWJ SAN JUAN CAPISTW -GENERAL NOTES 6.PROVIDE PROTECTION DURING ENTIRE CONSTRUCTION PHASE AROUND DO NOT DISPOSE OF l PHALT PRODUCTS INTO WATERWAYS. 8.ALL CONTRACTORS AND SUBCONTRACTORS CONTRTORS SHALL COMPLY WITH ALL SECTIONS FOR EROSIONAND SEDIMENT MIINJUAN -BEST GEM ENT PRACTICES ALL NESTS WHERE SOIL IS NOT STABILIZED YET WITH VEGETATION (GRAVEL OF THE CPAL CODE OF THE CITY OF SM CAmTRANO,ESPECIALLY R NA LIMINATION INPDES) BAGS OR OTHER CITY APPROVED METHOD.) FOLLOW THE STORM WATER PERMITTING REQUIREMENTS FOR INDUSTRIAL SECTION 6-3_WW.(C3,ND).MID(El,AND SHALL SECURE THE SERVICES OF THE CITY'S ACTIVITIES F PAVING INVOLVES AN ON-SITE MIXING RANT. EXCLUSIVE SOLO WASTE HAULER FOR THEIR SOLD WASTE HANDLING NEEDS. N CASE OF EMERGENCY,CALL: 2DPROVIDE SEDIMENT TRAP AT OUTLET OF ALL PPES,PROR TO ENTERING V-GUTTERS DURNC ENTIRE CONSTRUCTION PHASE. RIP RM MAY BE 30.RM WA E R FROM E LEM 7NE CONTRACTOR $MALI PREVENT POLLUTER OF 9.MAINTAIN TUE $ITE N A "WET-DOWN"CONDITION TO THE AGEDEGREEFROM NECESSARY (RESPONSIBLE PERSON) USED F APPROPRIATE. STORM WATER FROM CIENN-UP AND DISPOSAL OPERATIONS BY USING GOOD TO PREVENT EXCESSIVE OUST. PEREDICKLY REMOVE SPILLAGE FROM THE PUBLIC AT (24-HOUR PHONE NICER). HOUSEKEEPING METHODS. WHEN FLUES OR DRY WTERIK$SPLL.CLEMN-UP RIGHT-OF-WAY BY SWEEPING OR SPRINKLING.HOWEVER,WATERING THAT RESULTS 21.F DEEMED NECESSARY BY CITY INSPECTOR.PROVIDE ADDITIONAL GRAVEL SHOULD BE IMMEDIATE,THOROUGH,AND ROUTINE.THE CONTRACTOR SHALL N MUD ON PUBLIC STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER THE UDERSXNED CIVIL ENGINEER WILL SUPERVISE EROSION BAGS OR STRAW BALES ON-SITE,ESPECIALLY N AREAS WITH STEEP SLOPES. NEVER ATTEMPT TO "WASH THEM AWAY"WITH WATER OR BURY THEM. CLEARING METHODS. TO SLOW WATER AND PROVIDE ADDITIONAL SEDIMENT CONTROL DURING ENTIRE TIC CONTRACTOR SHALL REPORT SIGNIFICANT SPILLS TO THE APPRORMTE CONTROL WORK MD CERTIFY THAT THE SYSTEM FUNCTIONSTOSPILL RESPONSE AGENCIES IMMEDIATELY.THE CONTRACTOR SHALL RECOGNIZE ID. ALL PROJECT SHALL COF THE ONSIDERED A7PM CA RVESRAITION PROVIDED FOR COMPILED WITH. PROPERLY AND 6 N ACCORDANCE WITH THE APPROVED PLANS. THAT DIFFERENT TYPES OF MATERIALS HAVE DIFFERENT DISPOSAL REQUIREMENTSTHIS SHALL AND FOLLOW APPROPRIATE PRACTICES. THE CONTRACTOR SMALL CONFINE 2Z IF DEEMED NECESSARY BY CITY INSPECTOR,PROVIDE TWO ROW HIGH NO RAZARDOUS DEBRIS TO WMPSTERS.COVERED AT MIGHT OR DURING WET It.NO WORK,SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNER'S GRAVEL BAGS OR STRAW BALES ON THE SLOPE DOWNSIDE NEXT TO ANY PROPOSED WEATHER,AND TAKE THE DEBRIS TO A LANDFILL FOR RECYCLING OR DISPOSAL. IMPROVEMENTS-WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNER OF (SIGNATURE AND REGISTRATION NUMBER) (DATE) AT FENCES THE CONTRACTOR SHALL HANDLE HAZARDOUS DEEM N ACCORDANCE WITH THE ADJACENT PROPERTIES,AND SUBMITIM A NOTARIZED COPY THEREOF TO SPECIFIC.LAWS.AND REGULAHENS.AND DISPOSE O THEM PROPERLY.A SEPARATE THE CITY ENGINEERING DIVISION. 1.THE DIRECTOR OF ENGINEERING U BULDNG.OR DESIGNEE,RESERVES 23. ALL DISTURBED SLOPES SHOULD BE STABILIZED WEEDIATELY AFTER PERMIT MAY BE REOUREO.COMMOM HAZARDOUS DEBRIS FOUND ON CONSTRUCTION THE RIGHT TO MAKE CHANGES OR MODFICATIONS TO THIS PLAN AS CONSTRUCTION (SUCH AS HYDRO SEEDING,OR OTHER APPROVED MEASURES). SITES ARE:LEVE RESIDUES FROM PAINTS.TIMERS,SOLVENTS,GLUES,AND 12.ISSUANCE OF A PERMIT FROM THE BOLDIN: DIVISION DOES NOT ELIMINATE THE DEEMED AS NECESSARY. ALL FILETS SHOULD BE PROTECTED UNTIL VEGETATION IS AT LEAST 8OX CLEANING FLUESLEACHWO AGENTS FROM LUMBER SUCH AS FORMALDEHYDE, NEED FOR PERMITS TRW OTHER CITY REGULATORY OVISENS/DEPMTMENTS OR ESTABLISHED. ARSENIC,COPPER.CREOSOTE AND CYROWJM:MDTOR OUGEAR OL: AGENCIES WIYK REGULATORY RESPOSIBLRES FOR CONSTRUCTION ACTIVITIES 2.A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL ANTIFREEZE FLUIDS:BRACE FLUES:ETC.:AND UNUSED PESTIDES. ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN. TILES DURING THE RANY SEASON. NECESSARY MATERIALS SHALL BE 24.STABILIZED CONSTRUCTION ENTRANCES MUST BE SET UP PRIOR TO }t NPOES UD OEM WATER ALT Oi 690 COPLUNCE.I/LL DEVELOPMENTS) 13.CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS AVAILABLE ON SITE AND STOCKPILED M CONVENIENT I ESOTLOCATIONS E ANY GRADING OR EARTHWORK OPERATION. CONTRACTOR TO MAINTAIN ENTRANCE TIE IPPLEANi SHALL SEIBMI7 TO THE CITY ENGINEER FOR REVIEW AND OUiAW PAST WORK AREMSI. AT NO TWEE SHALL PEDESTRIANS BE DIRECTED INTO A VEHICULAR LANE. FACILITATE RAPE INSTALLATION DE TEMPORARY DEVICES OR TO REPAIR PINT OPINING CONSTRUCTER. APPROV FOB A WATFR I ITV M An N PLAN ( )/ KUMM ONTR DAMAGED EROSION CONTROL MEASURES WHEN RAN IS IMMINENT. RM SPECFICALT EENTFYNG 5TRUCTURA NA NON-STHIICTURA BEST WHO STAGING OF CONSTRUCTION EQUIPMENT SHALL BE PERMITTED N 25.SAW CUTTING WATER RUNOFF:SAW CUTTING WATER RUNOFF CONTAINS MANAGEMENT PR�A.TKsc (OW'S)THAT WLL SE USED oN-SITE TO CONTROL THE RICHT-O-WAY. 3.DEVICES SHALL NOT BE MOVED OR MWfED WITHOUT THE APPROVAL POLLUTANTS THAT MUST BE CONTAINED AND DISPOSED OF PROPERLY.THE PRONCTAHLEPO BART RUNOFF OF THE CITY ENGNEER/BEADING OFFICIAL 011,11 AN EMERGENCY,BY CONTRACTOR SHALL: 15.A TRAFFIC CONTROL PLAN SHALL BE REOURED FOR ALL LAD CLOSURES. THE DESIGN CIVIL ENGINEER OR DESIGNEE. 32.WOES NOKTRI/L PERIF7 FOR GRAOIND N EXCESS a t ACRE. THE APPLICANT SAID PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL By THE TRAFFIC ENGICER14G REVfNT SAW CUT WATER RUNOFF FROM INTERNS CATCH BASINS.MANHOLES.PIA SHALL SUBMIT A NOTICE W LATENT (RA)70 iN LALBURNA STATE WATER RESOURCE PRIOR TO ISSUANCE OF M ENCROA27YAENT PERMIT FOR WORK N THE RIGHT-OF-WAY. 4.ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE N RACE AT STORM DRAWS. CONTROL BOARD FOR COVERAGE ODER THE STATE NATIONAL POLLUTANT DISCHARGE THE END Of EACH WORKING DAY WIEN THE FIRE-DAY RAN ELIMINATION SYSTEM PROGRAM (WOES)GENERAL PONT FOR STORY WATER 16.SEPARATE ENCROACHMENT PERMITS SHALL BE WEANED FROM THE ENGINEERING PROBABILITY FORECAST EXCEEDS 40 PERCENT. FORECASTS SHAT BE DIRECT WATER INTO A TEMPORARY PIT,AND DISPOSE OF THE WATER BY DISCHARGES ASSOCIATED WITH DEVELOPMENT/CONSTRUCTI N ACTIVITY N EXCESS DIVISION FOR INSTALLATION OF "DRY"UTLOES N THE RANT-OF-WAY. RECEIVED FROM BROADCASTS PROVIDED BY TIE UNITED STATES VACUUMING THE WATER INTO A TRUCK AND REMOVING TIE WATER FROM THE SITE. OF I ACRE OF LAA. EVIDENCE THAT THIS REQUIREMENT WAS BEEN MET SHALL BE 17 ALL SIDEWALK,CURB AND CUTTER,AND DRIVEWAY APPROACHES.WITHIN THE CITY'S WEATHER SERVICE. THISSUBREED 70 THE GTT ENECESS RGH7-OF-WAY,SHALL BE CONSTRUCTED OVER 6"MINIMUM CLASS IAGGRECATE BASE RIDE ORP PUNS OR ABSORBENT MATERIALS ODER SAW OUTTWC EQUIPMENT THIS it CITY OFT 6 NOT NECESSARY ,I THE PROJECT AFFECTS LESS THAN 1 ACRE. (3/4-MAXIMUM AGGREGATE SIZE)OR CMB.PER CITY STANDARD PLANS. 5J AFTER A S AIM DE ALL AT AND AMT EUIL BE PUMPED D FROM WHEN NOT N USE. 33.71E CITY CSAR .DAN CAPON SYSTEM O,N (WOES) WITH THE aEY'S NpTKNAL CHECK GRADED AD DSURFNC BASINS AND THE BASINS PUPED ORT. CLEAR UP SPILLS WITH ABSORBENT MATERIALS RATHER THAN BURYING POLLUTANT DISCHARGE OF WATER SYSTEM IEPDES)PERMIT,G DEDICATED U TO THE PR EROSION AND HALLBSEDIMENT STALLS SMALL AI PURSUANT i0 BEST OR DURING E ANY GRADED ROPE SURFACE SOiEC IMMEDIATELY MM MEASURES DAMAGED ELWECTS. THE CT WATER POLLUTION AS A BESOT DE CONSTRUCTION PRACTICES AND SHALL BE NSTKLED AND MAINTAINED BY CONTRACTOR EPPING ENTIRE DURING A RAINSTORM SHALL ALSO IN MANC MAY REPAIRED. DISPOSE W ABSORBENT MATERIAL PROPERLY. SECTIONS. NE CONTRACTOR SHALL EDUCE WITH THE RIMS SAID IT ED N THIS CONSTRUCTER PERIOD. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT N SECTION NECESSARY TO ELNNATE/REDUCE WATER POEMENT SMD RENS ARE PENALTIES. - 26.CONCRETE AND RGETOF POLLUTANT THE CONTRACTOR SHALL PREVENT OR INTENDED TO-RANEE STEMS.STENCONNO,M NOABATEMENT (IWATER.POLLUTER 6:PER CITYCOALL POEM 601,M ARCHAEOLOGICAL IN EXCESS MONITOR INCHES.REOINES TO BE REDUCE RE DISGORGE OF POLLUTANT$ Nip STORM WATER OR STORM WATER NFO E CON MAIN SYSTEMS.T R S,TH Ah MY OTHER UPPEMEN;AL TO- HO A'RESLLT, OkBE MPTDURMJAI EXCAVA NIN ACRECTOR N EXCESS OFTUSTBE DETERMINEDAND M ST CRA UREAS MOND THE PROJECT SLOPE AT APPLICABLE, SYSTEMS LOCA CONCRETE WASTE N- ITECONDUCTING ASHOU WASHOUTS IG APPROPRIATE RE THE COF TIE CONTRACTOR OPERATIONS,THESE 17E11S ARE SILT ITENTAL TO-NCESO TO-BE EXEMPT K THE RAINING DIRECTOR. A FOAL REPORT MUST BE PREPARED ANO MIST WORK AWAY FROM THE FACE W SUPE AT 7NE CONCLUSION OF OFF-PTE PROVIDING LOCATORS.PERFORMINGTRA ON-SITE WASHOUTS N A DESIGNATED AREA. REDWED W TIE CER ITTEE A SECTION 7-8 ION CONI ORE NNBENNICE•OF THE SUBMITPROJECT TO CIE ENGNELRNCOSTS SH WHEN BORNE BY REQUIREMENTS O THIS EACH WORKING DAY. AND PROYpO )PPROPRIATE TRAINING FOR EMPLOYEES AND SUBCONTRACTORS. MTN THE CIT.NNE PERMITTEE RACE ARDINGN CONTROL DECONVICES N ACCORDANCE 07YCE. PROJECT-ARE COMPLETE. ALL COSTS SHALL BE BORNE BY PERMITTEE. WITH-7!E CRY'S APPROVED AIDINGOSTANDARDS RECMDID TO THE SATISFACTION ND THE(TTY 7,THE CONTRACTOR SHALL BE RESPONSIBLE PUBLIC C T SHALL TAKE THE CONTRACTOR SHALL STORE LAID FROM DRY AND WET MATERIALS EITHER TH SIN JINX AND E RIND CNG DIR DIRECTOR NO/RIND T0-TUE S TT FFACTEN DE 2DJ NDARD N . S45.D/ON CONSTRUCTION Of BINE TRAILS SHALL BE PER CITY NECESSARY PRECAUTIONS TO PREVENT PUBLE TRESPASS ONTO OFF-PTE OR UNDER COVER AWAY FROM DRAINAGE AREAS. THE BULONG MA ENGINEERING ERECTOR OHIO/OR DEGNATED STAFF. STANDARD NO. 345. AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS FOR WASHOUT W CONCRETE TRUCKS,THE CONTRACTOR SHALL PROVIDE PERMITTEE SHALL BE RESPONSIBLE:FOR PROVING'-THE FREE ROW OF STORM 2L BEST'MANAGEMENT PRACTICES/NPDES REOUREMENTS: CONDITION. FOR OFF-SITE LOCATORS OR DESIGNATED CONTAINED MEAS AT LEAST RUIDFF AND ONST CONTROL CHANNELS, ERWIM DRAWS,AND TRIBUTARIESOASSUMA 50 FEET AWAY FROM STORM GUNS,OPEN DITCHES,STREETS,OR STREAMS. DIRILIT THE CONY AND AL PERIODS PEPMTTEE AGREES TO ASSUME:ALL DRAW I7'ETS SNOW ON RAN NEAREST DOWNSTREAM CATCH BASIN OTHER STORY B.AREAS $HOLT BE D AT ALL N SUCH STATE ACCT FRE ACCESS PERIATY FOR ANY SIGN A DAMAGES THAT MAY T BAST FROM,SUCH.A ORMN INLETS UID PROVING THE ENTER MOUND IT,GRAVED E. P OR OTHER METHOD SHALL TI MAINTAINED AT ALL l/E5 (IN0.IIDING ACCESS TO NEIGHBORING PERMITTEE-SNKL DESIGN AND IMPLEMENT SEDIMENT BASALS ON USE ANY APPROVED BY GTT,RUED THE INTOE CONSTRUCTER PHASE. PROTECTION MUST BE PROPERTIES). THE CONTRACTOR SHALL PREVENT RUN-OFF FROM DESIGNATED WASHOUT AREAS BY RPM APPROVED F SEETHED TO MINIMIZE DOwNETREAM SEELENT TRANSPORTATION N RACE AND MAINTAINED DURING THE ENTIRE CONSTRUCTION PROCESS. CONSTRUCTING A TEMPORARY Rl OR T E WIE AREA LACE ENOUGH M HANDLE DLWG STREAM FLOW. REFACED 70 HAVE EROSION IN FRF TERRIES INSTALLED IP THE ALL PROOFED CONCRETE AND SOD WASTE.WHEN CONCRETE SET8,BRTIE SO AND GRAVE BAGS ON ERRING ENTRE CONSTRUCTION PHASE ARGUE N T SIA ROOMED TILES WILL RESULT N FORFEITURE CE IN THE OEM-UP AID DISPOSE W CONCRETE N ITASOLDCONSTRUCTION ILLS PER RRECY L O TIE SOLS. ALL STIC CIT S GRADING MATERIAL SKATE DE ERDISPOSEDQUALITY OF RDI ANCE. CE GRAVEL BAGS OR OTTER METHOD APPROVED BY CITY,WHERE SOL K NOT 57ABLYED COMPLETION DEPOSIT. WORK SHALL NOT CONTINUE UNTIL THE DEPOSIT G ENGINEER OR DISPOSE OF IT AS SOD WASTE NOfOi RECTAE. WITH THE GUYS GRADING ORDINANCE AND WATER WARY ORDNANCE. YET WITN VEGETATION. REPLENISHED. EROSION. MEAS ILLL BE UTILISE N H MANNER REVS THAT FPONENSURES ADEQUATE THE CONTRACTOR SHALL WORM CONCRETE ISUPPLIERSSALAND FOR CONiCRETEA OF EROSIONAPPROVED GWTR H PROTECTION RIND TFE PREVENTION OF TO AND AS. PROVES W TER A GRAVEL BAGS WONAL.ESDIMENT T N AREAS WITH STEEP SLOPES, ROUGH GRA FOR $LOPE PROTGCTEN $MALL BE S REOVGNED PRIOR BE TIE DESIGNATED S AND S LOCATIONS AND DISPOSAL ETES FOR CONCRETE MID ESGNATE BY THE CRY BUILDING ENGINEERINGDIRECTORWITHIN HE CIT TO AOM WRIER AND PROVIDE ADDITIONAL SEGMENT CONTROL DURING ENTRE ROUGH GRADE RELEASE UEE55 A WAIVER O TNS REDUREM:NT HAS BEEN MORTAR PRODUCTS AlID SHALL BE RESPONSIBLE FOR ENSURING THAT ALL DESIGNATED STAFF.ALL d5PO5K CSTOCKPLNGI PTF$WITHIN THE CITY CONSTRUCTION PHASE. OBTAINED FROM THE CITY ENGINEER/BOLDING OFFICIAL, WORKERS USE IT APPROPRIATELY. MOST BE PERMITTED WITH A GRADING PERMIT. PROVIDE TWO ROW HIGH GRAVEL BAGS ON NNE SLOPE DOWNSIDE NEXT TO THE _ H.ALL GRADED REAS SHALL BE DESIGNED TO DRAW TO M ACCEPTABLE 27,WL RING CONSTRUCTION.CONTRACTOR MUST PROVIDE DAP STREET PROPOSED SLY FENCES. LOCATION AT A MIiEN O IPERGENT. SWEEPING. (SWEEP AT END OF EVERY DAY TO PICK-UP DIRT AND/OR DEBRIS.) ALL DISTURBED AWES SHOULD BE STABILIZED MEDIATELY AFTER CONSTRUCTOR CRY OF SAN JUIN CAPISTRANO (SUCH AS HYDRO SEEDING,OR OTHER APPROVED MEASURES). ALL INLETS SHOULD BE Y 12.DEVICES SHALL BE PROPERLY MAINTAINED N PLACE UNTIL PROJECT 28.CONSTRUCTION WATER:71E CONTRACTOR SHALL REDUCE OR ELIMINATE ADDITIONAL NOTES FOR GRADING AND SITE PIAN IMPROVEMENTS PROTECTED UNTIL VEGETA71N IS AT LEAST 802 ESTABLISHED. COMPLETION:TORN GRAVEL BAGS SHALL BE REPLACED. EXCESSIVE CONSTRUCTION WATER THAT MAY CAUSE EROSION AND CARRY @ POLLUTANTS FROM THE SITE. N MOTION,THE CONTRACTOR SHALL: A STABILIZED CONSTRUCTION ENTRANCE MUST BE SET UP PRIOR TO ANY T. THE CONTRACTOR DRAINAGE SNKL PTAKEROBLEMS ALL NECESSARY RE ADJACENT TO AVID RE OVER lT W SILT AROUND NY DESiLTERSCITY SHALL TO PERIODICALLYTHEFI CREATING THY DRAINAGE PRlPROJE FOR MY SUCH DRAINAGE NT O OR N THE GRADING ON EARTHWORK WERATION. ADD DETAIL TO RAR (BEST MANAGEMENT o REMOVED i0 THE SATISFACTION O THE CITY INSPECTOR ND THE HELD STORE CONSTRUCTOR WATER N LIAR-PROOF TAWS LOCATED AWAY FROM VICINITY OF THE PROPOSED PROJECT. F ANY SUCH DRJWIJCE PROBLEMS PRACTICES HNDBOOK,ESC24,PAGE 5-39). SUPERINTENDENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DRAINAGE SYSTEMS. ARE EVIDENT,OR DO OCCUR.IT SHALL BE THE RESPMSM17Y OF TIC TEMPORARY STORAGE O EXISTING MANHOLE WVERS.f APPLICABLE CONTRACTOR TO PROVIDE AND IMPLEMENT A SOLUTION ACCEPTABLE TO WHEN SAW CUTTING.ALL WATER SHALL BE VACUUMED. UNTIL DESLTER USE OF MAWKILE G COMPLETE. USE CONSTRUCTION WATER CONSERVATIVELY, THE CITY ENGINEER AT NO COST TO THE CITY,AND TO SUBMIT A RECORDED OWING CONCRETE WORK,PROVIDE CONCRETE WASH AREA ON-STE.WT W M, A WARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WHENEVER POSSIBLE,DISPOSE OF EXCESS WATER ON-SITE,BY ALLOWING IT TO INSTRUMENT TO INSURE THE FUTURE DE TIE SOLUTION. Pte+ WATER N MT DEVICE EXCEEDS B INCHES. SOA(INTO INS GROUND. 2.MY CONNECTINS TO THE CITY STORM DRAWS FROM PRIVATE ON-E7E DURING L(N57RUCTDN,INE PERMITTEE MUST PROVIDE DAILY STREET SWEEPING. U DRAWS NIST DE APPROVED BY THE CITY ENGINEER. A PERMIT FOR WORK N 15.AFTER A RAINSTORM,KL SLY ARE DEWS SHILL BE REMOVED FROM 29. ASPHALT ME 811UMNOUS PRODUCTS THE CONTRACTOR FALL PREVENT THE RIGHT-OF-WAY MUST BE OBTAINED FROM THE CITY ENGINEERING DIVISION CITY ENGINEER GR HIS DESIGNEE (THE ENGNEERNG INSPECTOR AAE/OR NPDES R PUBLIC DRAWS OR PIPES.FROM GRANS OR PIPES W ADJACENT PROPERTIES, ON REDUCE THE DISCHARGE OF POLLUTANTS FROM ASPHALT AND BITUMINOUS PRIOR TO CONNECTION. COORDWATOR)MY REQUIRE ADDITIONAL EROSION CONTROL AS HE WY DEEM AND FROM ALL PUBLIC AND PRIVATE STREETS. OPERATIONS BY PREVENTING RUN-ON AND RUN-OFF OF WATER DURING PAYING REASONABLY NECESSARY TO MEET WOES REQUIREMENTS. 3S OPERATIONS AND PROVIDING APPROPRIATE TRAINING FOR EMPLOYEES AND J.DRIVEWAYS.PEDESTRIAN WAYS,AND DRAINAGEFACILITIESSHALL BE M.$1185EOIIENI RIMY SEASONS,FOR PROJECTS EXTENDING INTO SUBCONTRACTORS. N ADDITION.THE CONTRACTOR SITKL; LOCATED ANO CONSTRUCTED PER CITY OF SAN ALAN CAPISTRANO MUNICIPAL CODE SECTION 9-4A DEBRIS AN SHALL PROVOS BEST SCHARGPRACTICES OPERATIONS TO PREVENT CONSTRl1CTDN SUB NT-$ �iTTED. NEM TEWORMY DOWRIES M EROSION CONTROL WATER MD ES. IN THE FROM DISCHARGING IA WTTESIO STO T OLMEASUR y PLANS SHALL H SUBMITTED. THESE BANS SHALL C01PVT NTH ALL THE AVOD PRIME OR TAG( COATING DUWE WET WEATHER. A,SEWER CODE SECTION SHAD BE PER tltT W SAN JEAN CAASTRANO PREVENDURLE5. N THE EVENT W RAN.MEDIATE I EROSEN CONTROL MEASURES G g W REQUIREMENTS. MIMCPK CODE SECTIO!9-4.1tt REVERT SPT LIE AY O FROM TNG IN THE MUBLIC TORN S W S FLOWING STORE WTEPoALS AWAY FROM DRAINAGE COTARSES. ONTO THE RILE WAY ON EMEIND N TO THE PUBLE STORY ARAN SYSTEM.THESE MEASURES SHALL INCLUDE.OUT SHALL NOT BE LIMITED TO,PLACING PLASTIC COVERING 17.EROSION AND SEDIMENT CONTROL SHALL DE N RINE AND S.WATER SYSTEM IMPROVEMENTS SMALL DE PER CITY DE SAII'.UAM OVER STOCKPILE,CREATNG AAT DETENTION SYSTEM PIRIOR TO DINT STORM DRAIN MATANED DURING THE ENTIRE CONSTRUCTION PERIOD. COYER CATCH BASINS AND MANHOLES WHEN APPLYING SEK COAT,TALI( COAT, CAPISTRANO MEMCFK CODE SECTION 9-4.109.. INLET,GRAVEL BAG PLACEMENT,ETC. SLURRY SEAL,FOG SEK,ETC. RI,PROVIDE AT DOWNSTREAM CATCH BASKS A WAY 70 CATCH DEBRIS FROM 6.ALL MANUFACTURED SLOPES SHALL BE DESIGNED IID CONSTRUCTED 22.IFREQUIREDBY THE CITY ENGINEER."AS BUILT'YYLAR DRAWS ND DIGITAL COPIES `g ENTERING CATCH BASIN AND PROVOS PROTECTION AROUND 0 DIRNG THE MAKE SUE SAID OR GRAVEL RNID OVER NEW ASPHALT DOES NET WASH INTO PER CRY OF SAN JUAN CAPSTRANO MUNICIPAL CODE SECTION 9-3.505 AND 22 ACCORDANCE WITH THEYLATEST EDITION OF THE CITY DE SM JUIN D DIGITAL DIGITAL ENFIRE CONSTRUCTION PRASE (GRAVEL BAGS OR OTHER CITY APPROVED STORY ERNS,STREETS,OR CREEKS. 9-4.12. ALL SUCH ROPES SHALL BE 2:1 ON FLATTER :3 METHOD.) PROTECTION MUST O M PLACE AND YAINTANED DURING COMPLETION STANDARDS).FIMPROVEMENTS IN SUBMITTED TO THE tl7Y ED REVISIONS, DIVISION UPON E^ THE ENTIRE CONSTRUCTION PROCESS, DISPOSE DE OD ASPHALT PROPERLY AND COLLECT.OS REMOVE ALL BROKEN 7.FDLPAL FEE REOUREMENTS9-2 AS SET FORTH N SAN UIAR CMGiRAO COTISFACON DE INMPHE CITY EN N ACCORDANCE WITX APPROVED REY5EN5,TD THE N 0.1THALT FROM THE SITE,NO RECYCLE WHENEVER POSSIBLE. MUNICIPAL CODE SECTE11 9-231]. SATISFACTION W THE CITY ENGINEER. IN9LNE0 By CITY OF SAN JUAN N C PIS�`uO CONTRACT LA0. CIP124 Wy A ]34(q PASEO APEINRO Y DLT wl/WINN !MN Ww 'IWIWIW DRAWN BY AI jI' SM AW c P]TI No.0 MIS VEREDA BIKEWAY UNDERPASS w �a DRAWING LA0. S-9 iial C SCALED BT NIP 197.88 WP;OYER BY ATEr_715 TO.A COMTRY IAM -MITE JOA GENERAL NOTES FOR EROSION AND SEDIMENT CONTROLLocifirms.MI REv51GN SHEET 0.22 oR»�EJu wJeMe BEST MANAGEMENT PRACTICES PER NPDES SCALE REV GATE DESCRIPTION IP APP �, AS NOTED • CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS VEREDA BIKEWAY UNDERCROSSING/GAP CLOSURE OF THE ORANGE COUNTY TRANSPORTATION AUTHORITY RAIL LINE CITY OF SAN JUAN CAPISTRANO CIP NO. 124 FEDERAL PROJECT: STPLER-5372 (008) • MEMBERS OF THE CITY COUNCIL WYATT HART,MAYOR SAM ALLEVATO DIANE BATHGATE JOE SOTO DAVID M. SWERDLIN CITY MANAGER DAVE ADAMS ENGINEERING AND BUILDING DIRECTOR NASSER ABBASZADEH OCTOBER 2005 VEREDA BIKEWAY UNDERCROSSINGlGAP CLOSURE TABLE OF CONTENTS TITLE PAGE CONTRACT DOCUMENTS NoticeInviting Bids.........................................................................................................................1 BidProposal..............'......................................................................................................................3 Scheduleof Work Items...................................................................................................................6 Non-Collusion Affidavit................................................................................................................1 l Designation of Sub-Contractors.....................................................................................................12 Instructionsto Bidder ...................................................................................................................13 BidPerformance Bond.... BB-1 Bond...................f.................. ...... ........ ....... ......................................... .......................... .PB-1 Labor&Material Bo d..............................................................................................:.............LM-1 CONTRACT Contract.....................f...................................................................................................................Cl SPECIAL PROVISIONS • Section 1 Standard Specifications..........................................................................SP-1 Section 2 Terms Defined .......................................................................................SP-2 Section 3 (Flow and Acceptance of Water..............................................................SP-3 Section4 Water......................................................................................................SP-3 Section 5 Insurance and Overhead Costs...............................................................SP-3 Section 6 Protection of Existing Utilities...............................................................SP-3 Section 7 Protection of Private Property................................................................SP-3 Section 8 Construction Zone..................................................................................SP-3 Section 9 Pre-Construction Coordination Meeting................................................SP-4 Section 10 National Pollutant Discharge Elimination System ................................SP-4 Section 11 Preservation of Survey Monuments...........................................:...........SP-5 Section 12 Monumentation Identification...............................................................SP-5 i DETAIL SPECIFICATIONS AND METHOD OF PAYMENT • SECTION TITLE PAGE DIVISION 1 GENERAL REQUIREMENTS 01010 Summary of Work ...........................................................01010-01 : 01010-04 01040 Rules and Hours of Operation .........................................01040-01 : 01040-05 01041 Coordination with SCRRA .............................................01041-01 : 01041-05 01050 Survey and Field Engineering .........................................01050-01 : 01050-03 01060 Regulatory Requirements ................................................01060-01 : 01060-03 01100 Procedures in Construction .............................................01100-01 : 01100-07 01200 Contract Meetings ...........................................................01200-01 : 01200-03 01300 Submittals .......................................................................01300-01 : 01300-07 01305 Contractor's Request for Information .............................01305-01 : 01305-02 01310 Contractor's Construction Schedule and Progress Reporting ......................................................01310-01 : 01310-08 01370 Schedule of Values .........................................................01370-01 : 01370-05 01400 Quality Control ...............................................................01400-01 : 01400-04 01420 Reference Standards ........................................................01420-01 : 01420-03 01505 Mobilization and Demobilization ...................................01505-01 : 01505-03 01545 Work Site Safety Requirements ......................................01545-01 : 01545-03 01600 Materials and Equipment ................................................01600-01 : 01600-03 01620 Legal Relations and Responsibility ................................01620-01 : 01620-06 • 01710 Clean Up .........................................................................01710-01 : 01710-02 01720 Contract Record Documents ...........................................01720-01 : 01720-04 DIVISION 2 SITE WORK 02014 Subsurface Information ...................................................02014-01 : 02014-01 02100 Site Clearing ....................................................................02100-01 : 02100-04 02160 Excavation Support Systems ...........................................02160-01 : 02160-04 02220 Earthwork ........................................................................02220-01 : 02220-13 02453 Ballast .............................................................................02453-01 : 02453-05 02454 Wood Ties .......................................................................02454-01 : 02454-10 02461 Sub-Ballast and Aggregate Base .....................................02461-01 : 02461-03 02513 Asphalt Concrete Pavement ............................................02513-01 : 02513-05 02722 Drainage Structures .........................................................02722-01 : 02722-04 02820 Chain Link Fence ............................................................02820-01 : 02820-02 02832 Welded Wire Mesh Fence and Gates ..............................02832-01 : 02832-05 02835 Piling ...............................................................................02835-01 : 02835-03 DIVISION 3 CONCRETE 03100 Formwork ........................................................................03100-01 : 03100-05 03200 Reinforcing Steel ............................................................03200-01 : 03200-05 • 03300 Cast-In-Place Concrete ...................................................03300-01 : 03300-05 03451 Concrete Structures .........................................................03451-01 : 03451-11 ii SECTION TITLE PAGE • DIVISION 4 MASONRY NOT USED DIVISION 5 METALS 05075 Miscellaneous Metal .......................................................05075-01 : 05075-02 DIVISION 6 WOOD NOT USED DIVISION 7 THERMAL AND MOISTURE PROTECTION NOT USED DIVISION 8 DOORS NOT USED DIVISION 9 FINISHES NOT USED DIVISION 10 SPECIALTIES NOT USED DIVISION 11 EQUIPMENT NOT USED DIVISION 12 FURNISHINGS NOT USED DIVISION 14 CONVEYING SYSTEMS NOT USED • DIVISION 15 MECHANICAL NOT USED DIVISION 16 ELECTRICAL NOT USED • iii FEDERAL REQUIREMENTS TITLE PAGE • Federal Requirements for Federal-Aid Construction Projects...........................................FR-1-2 Required Contract Special Provisions Federal-Aid Construction Contracts.....................FR-3-14 Federal Requirement Training Special Provisions ............................................................FR-15-16 Debarment and Suspension Certification...........................................................................FR-17 Non-lobbying Certification for Federal-Aid Projects........................................................FR-18 Disclosure of Lobbying Activities.....................................................................................FR-19-21 Federal Lobbying Restrictions...........................................................................................FR-22 General—Required Listing of Proposed Subcontractors and Required Contract Assurance Statement........................................................................................FR-22 Disadvantaged Business Enterprise...................................................................................FR-23-24 DBE Goal for this Contract................................................................................................FR-25 Submission of DBE Information.......................................................................................FR-25-26 Award and Execution of Contract......................................................................................FR-27 Beginning of Work, Time of Completion and Liquidated Damages.................................FR-27 Subcontractor and DBE Records.......................................................................................FR-28 Performance of DBE Subcontractors and Suppliers..........................................................FR-28 DBE Certification Status Change......................................................................................FR-29 Subcontracting...................................................................................................................FR-30 Prompt Progress Payments to Subcontractors ...................................................................FR-30 Prompt Payment of Withheld Funds to Subcontractors.....................................................FR-30 Local Agency Bidder—DBE Information.........................................................................FR-31 • Buy America Requirements...............................................................................................FR-32 Equal Employment Opportunity Certification...................................................................FR-33 Noncollusion Affidavit......................................................................................................FR-34 APPENDIX 1 SCRRA Form 6—Right of Entry 2 Rules and Requirements for Construction on Railway Property 3 SCRRA/Metrolink/SJC Construction and Maintenance Agreement 4 MCI Reimbursement Agreement 5 OCTA License Agreement 6 Right of Entry—Donahue Schriber 7 Geotechnical Investigation Report 8 Federal Prevailing Wage Rates 9 Army Corps/California Dept. of Fish & Game Clearance 10 CEQA/NEPA Determination 11 County Property Permit 12 Water Quality Information • iv VEREDA BIKEWAY UNDERCROSSING/GAP CLOSURE • NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, un to 2:00 p.m., on the 22nd day of November 2005, receive sealed proposals or bids for Vereda Bikeway Undercrossing/Gap Closure of the OCTA Rail Corridor (CIP No. 124) in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 2000 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Any person desiring to submit a bid proposal in response to this bid package must fust purchase the bid package. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the total bid amount. The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the City of San Juan Capistrano in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for the work. A ore-bid conference is scheduled at 2:00 p.m. on the 8th day of November 2005, in the City Council Chambers. The contractor shall have the opportunity for clarification or interpretation of any point or Woints of question within the plans and contract documents or specifications. It is the contractor's esponsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City of San Juan Capistrano shall not disseminate any records of the conference. Exclusive of written addenda and this pre-bid conference, the City of San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Performance Bond equal in the amount of one-hundred percent (100%) of the contract price. The surety bond company must be selected from among the surety companies set forth in the Standard Specifications. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that, which in the opinion of the City of San Juan Capistrano, will best serve the interests or needs of the City of San Juan Capistrano. A time limit of one hundred eighty (180) calendar days has been set for the completion of the work, from the date of the Notice to Proceed. • BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, dies of the prevailing rate of per diem wages, as determined by the Director of the State Department of jWdustrial Relations, are on file in the office of the City Clerk and shall be made available to any nterested party on request. Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of$30, non-refundable, is required for obtaining each set of plans and specifications. There will be a $10 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License Number and Classification of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the Council members of the City of San Juan Capistrano and is dated this 5th day of October 2005. AR T R. MONAHAN, CITY CLERK ITY O SAN JUAN CAPISTRANO • ORAN E COUNTY, CALIFORNIA • --2 -- -- - - BID PROPOSAL- For the: VEREDA BIKEWAY UNDERCROSSING/GAP CLOSURE • From: Contractor, License No. &Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2000 Edition:,including all supplements therefore, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of Words Figures • Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of one hundred eighty(180) calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of • bids. It is understood that the City does not expressly, nor by implication, agree that the actual 3 amount of work will correspundrtherewith, but reserves the righHoAncrease or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed • expedient by the Engineer. It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, then any check or cashier's check shall be returned to the undersigned within thirty (30) days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract within fifteen (15) days after the agreement is delivered to him for signature, or within such further time as may be granted by the Members of the City Council, then said check shall be cashed or`said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. Accompanying this proposal is (Insert "$ cash," cashier's check, certified check or bidder's bond on the forms from pages • BB4 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ten percent (10%) of the total bid. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: Licensed in accordance with an act providing for the registration of contractors -License No. Classification Signature of Bidder: • 4 (If an-individual, so state. if a firm or carpartnership, state the firm name and give-the names of all individual co-partners composing the fine: President, Secretary, Treasurer, and Manager • thereof.) Dated Business Address Dated Telephone Number Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated Signature of Bidder Dated Telephone Number • • 5 SCHEDULE OF WORK Vereda Bikeway Undercrossing (Gap Closure) • Item Approximate Work Items With Unit Price Unit Price Total Amount uanti Written in Words (In Figures) 01505.1 1 LS Mobilization for the unit price of dollars. $ $ 01505.2 1 LS Demobilization for the unit price of dollars. $ $ 01620.1 1 LS NPDES Compliance for the unit price of dollars. $ $ 02100.1 1 LS Site Clearing for the lump sum price of dollars. $ $ 02220.1 3,460 CY Unclassified Excavation and Disposal for the unit price of dollars per cubic yard. $ $ 02220.2 5 CY Embankment for the unit price of • dollars per cubic yard. $ $ 02220.3 1,000 CY Structure Excavation for the unit price of dollars per cubic yard. $ $ 02220.4 600 CY Structure Backfill for the unit price of dollars per cubic yard. $ $ 02461.1 286 CY Aggregate Base for the unit price of dollars per cubic $ $ yard. 02513.1 104 CY Asphalt Concrete Class C2 for the unit price of dollars per cubic yard. $ $ 02513.2 88 CY Portland Cement Concrete Pavement for the unit price of $ $ dollars per cubic yard. 6 SCHEDULE OF WORK Vereda Bikeway Undercrossing (Gap Closure) Item AARproximate Work Items With Unit Price Unit Price Total Amount Quantity Written in Words (In Figured 02513.3 1 LS Pavement Markings and Striping for the lump sum price of dollars. $ $ 02722.1 1 LS 18" Sanitation Sewer for the lump sum price of dollars. $ $ 02722.2 1 LS 24" Storm Water Rearrangement (East) for the lump sum price of dollars. $ $ 02722.3 1 LS Storm Water Drain System With Sump Pump for the lump sum price of dollars. $ $ 02722.4 1 LS 24 " Storm Water Rearrangement(West) for the lump sum price of • dollars. $ $ 02820.1 591 LF Chain Link Fence (Type CL-6) for the unit price of per lineal foot. $ $ 02832.1 408 LF Welded Wire Mesh Fence for the unit sum price of per lineal foot. $ $ 02832.2 1 EA Gates for the unit price of dollars each. $ $ 02835.1 337 LF Piling at Abutments (Furnish and Drive Steel Piles 14x 117) for the unit price of dollars per lineal foot. $ $ 02835.2 397 LF Piling at Bents (Furnish and Drive Steel Piles 14x 117) for the unit price of dollars per lineal foot. $ $ 7 - - - - — - SCHEDULE OF WORK Vereda Bikeway Undercrossing(Gap Closure) Item Approximate Work Items With Unit Price Unit Price Total Amount uantit Written in Words (In Figures) 03451.1 2 EA Furnish and Erect Pre-cast Concrete Abutment Cap for the unit price of dollars each. $ $ 03451.2 4 EA Furnish and Erect Pre-cast Concrete Abutment Wing Wall for the unit price of dollars each. $ $ 03451.3 2 EA Furnish and Erect Pre-cast Concrete Approach Slab for the unit price of dollars each. $ $ 03451.4 2 EA Furnish and Erect Pre-cast Concrete Bent Cap for the unit price of dollars each. $ $ 0451.5 6 EA Furnish and Erect Pre-cast Pre-stressed Girder with Curb for the unit price of dollars each. $ $ 03451.6 4 EA Furnish and Erect Pre-cast Ballast Retainer for the unit price of dollars each. $ $ 03451.7 9 CY Structure Concrete (C.I.P. Concrete at Bent Collar and Ballast Retainer) for the unit price of per cubic yard. $ $ 03451.8 163 SF Structure Concrete (Slough Wall) for the unit price of per square foot. $ $ 03451.9 428 SF Structure Concrete (Retaining Wall, H=4') for the unit price of per square foot. $ $ • 8 SCHEDULE OF WORK Vereda Bikeway Undercrossing (Gap Closure) tem Approximate Work Items With Unit Price Unit Price Total Amount uantit Written in Words (In Figured 03451.10 649 LF Structure Concrete (Retaining Wall, H=6') for the unit price of per square foot. $ $ 03451.11 673 SF Structure Concrete (Retaining Wall, H=8') for the unit price of per square foot. $ $ 03451.12 1420 SF Structure Concrete (Retaining Wall, H=10') for the unit price of per square foot. $ $ 03451.13 886 SF Structure Concrete (U-Wall, H=12') for the unit price of per square foot. $ $ 03451.14 60 CY Concreted Rock Slope Protection (Cobble, Method A) for the unit price of per cubic yard. $ $ 03451.15 3,200 SF Architectural Treatment for the unit price of per square foot. $ $ 03451.16 2,895 SF Anti-Graffiti Protective Coating for the unit price of per square foot. $ $ 05075.1 7,900 LB Miscellaneous Metal (Bridge Railing and Walkway) for the unit price of per pound. $ $ 05075.2 584 LF Cable Railing for the unit price of per lineal foot. $ $ Total Bid Price (Enter here and on Page 3) • Words Figures 9 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY • BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ) SS. County of Orange ) being first duly sworn deposes and says that he is of , the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, • association, organization, bid depository, or to any member or agent thereof, or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. DATED SIGNATURE On this the day of 2005, before me, the undersigned, a Notary Public in and for said State,personally appeared personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to the within instrument, and acknowledge that executed it. WITNESS my hand and official seal. • Notary Public in and for said State 11 DESIGNATION OF SUB-CONTRACTORS • Submit with Proposal. hi compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub-bids of the following listed sub-contractors in making up his bid, and that the sub-contractors listed will be used for the work for which they bid, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. Item of Work Sub-contractor Address Phone License No. and Classification 1. • 2. 3. 4. . 5. . 6. 7. 8. BIDDER'S NAME AUTHORIZED SIGNATURE • 12 HdSMUCTION TO BIDDERS • Securing Documents Plans, Specifications and other contract documents will be available for examination without charge and copies may be secured in accordance with the "Notice Inviting Bids". Examination of Plans, Specifications and Site of Work The bidder is required to examine the site of work, the Proposal, the Plans and the Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2000 Edition including all supplements,very carefully. He shall satisfy himself as to the character,quality and quantities of the work to be performed, the materials to be furnished and the requirements of the Contract Documents. The plans for the work show conditions as they are believed to exist, but it is not to be inferred that all the conditions as shown thereon are actually existent, nor shall the City of San Juan Capistrano or any of its officers or agents be liable for any loss sustained by the contractor as a result of any variance between conditions shown on the plans and actual conditions revealed during examination or progress of the work. The submission of a proposal shall be prima facie evidence that the bidder has made such an examination. Interpretation of Drawings and Documents • If any bidder should find discrepancies in, or omissions from the drawings, specifications or other proposed contract documents, or if he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be responsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City of San Juan Capistrano will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum.. Addenda or Bulletins The effect of all addenda to the contract documents shall be considered in the bid and said addenda shall be made a part of the contract documents and shall be returned with them. ,Before submitting his bid, each bidder shall inform himself as to whether or not any such addenda have been issued, and failure to cover in his bid any such addenda issued may render his bid invalid and result in its rejection. • 13 Disqualification of Bidders • No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf Proposals Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes maybe crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City of San Juan Capistrano may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, equipment and references.properly and fully filled out. E. Each bidder, shall list his proposed sub-contractors on the form accompanying the proposal in accordance with the provisions of the specifications. F. Each bidder must accompany his bid with either a cashier's.check upon some responsible bank, or a properly certified check upon such bank, or an approved corporate surety bond payable to the City of San Juan Capistrano for such a sum of not less than ten percent (10%) of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City of San Juan Capistrano as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the required bonds. The bidder agrees that, in case of his refusal or failure to execute said contract and give bonds within the time required by these documents, such check or bond, and the money represented thereby, shall remain the property of the City of San Juan Capistrano and, if the bidder shall fail to execute said contract, said surety will pay to the City of San Juan Capistrano the damages which the City of San Juan Capistrano may suffer by reason of such failure not exceeding the sum of ten percent (10%) of the amount of the bid. A bid received and not accompanied by such cashier's check, certified check or approved bond shall be rejected. 14 G. Bids shall be delivered to the City of San Juan Capistrano at the location stipulated on or before the day and hour set for the opening of bids, as hereinbefore specified in the • "Notice Inviting Bids." Bids shall be enclosed in a sealed envelope bearing the title of the work, the name of the bidder, bid opening date and time of bid opening. Licensing of Contractor All persons, firms, partnerships or corporations shall be licensed in accordance with the Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. Withdrawal of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. Opening of Bid Proposals The City of San Juan Capistrano will, in open session, publicly open, examine and declare the bids at the time set forth in the "Notice Inviting Bids." Bidders or their authorized representatives are invited to be present. • Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of ninety(90) days after the date set for the opening of bids. The contract for the work will either be awarded or the bids rejected within the ninety (90)days from the date set for the opening of bids. The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the "Notice Inviting Bids." The City of San Juan Capistrano, however, reserves the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical errors or erasures. The bidder to whom the award is made shall execute two copies of the written contract with the City of San Juan Capistrano and furnish the stipulated bonds, insurance and bid breakdown within fifteen (15) days after the bid opening date. The contract shall be made in the form adopted by the City of San Juan Capistrano. The release of the successful bidder's surety deposit, as previously stipulated (page 5), shall be made upon the City of San Juan Capistrano's acceptance of the Labor and Materials Bond and the Faithful Performance Bond. 15 If the bidder to whom the award is made fails-to enter the contract as hereirt provided, the award may be annulled and an award may be made to the next lowest responsible bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the party to,whom the first • award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do so. Bonds The successful bidder, simultaneously with the execution of the Agreement, will be required to furnish a Labor and Material Bond in a sum not less than one hundred percent (100"/0) of the total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not less than one hundred percent(100%) of the amount of the contract, Said bonds shall be secured from a surety company selected from the surety companies set forth in the standard specifications. Bonds must be submitted on the forms contained in these specifications. Time Performance The work shall be commenced within fifteen (15)calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of one hundred eighty (180) calendar days from the date specified in the Notice to Proceed has been set for completion of the work. The bidder's attention is directed to the specifications as to provisions for extension of time of completion and/or assessment of liquidated damages. Assignment of Contract • No assignment by the Contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the Contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and the surety has been given notice of such assignment in writing and has consented thereto in writing. Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages.shall not be less than prevailing wage rates determined by the City of Sari Juan Capistrano pursuant to said Code and as listed in the "Notice Inviting Bids." Construction Permits It shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. The Contractor will be required to execute a no fee City Encroachment Permit for construction work under this contract. This Encroachment Permit does not satisfy the requirement for transportation permits for overload or overweight vehicles. The Contractor shall contact the Engineering Division for issuance of these permits,which will be issued no fee. • —16 • BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, , as PRINCIPAL, and , as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ , for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, suc<xssors, and assigns, jointly and severally, fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated 19for the construction of for the City of San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with.-the bid as accepted, and if the Principal shall.give the required bond with. good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the fatter amount be in excess of the former, then . - the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. Further, as a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such • obligation, all to be taxed as costs and included in any judgment rendered. BB-1 IN WITNESS : WHEREOF., the above-bounden parties have executed this • instrument under their several seals this day of 19the name and corporate seal of each corporate . party being affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Two Witnesses (If Individual) PRINCIPAL BY: Title: ATTEST (If Corporation) Corporate Seal SURETY ATTEST BY: • Title: Title APPROVED AS TO FORM: Ir=� John Shaw Citttome Y Y BB-2 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called CONTRACTOR, and as Surety, hereinafter called SURETY, are held and firmly bound unto the City of San Juan Capistrano, as Obligee, hereinafter called CITY, in the amount of Dollars for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated entered into a (describe agreement): • which contract is by reference made a part hereof, NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED, that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorneys fees, incurred by City in successfully enforcing.such obligation, all to be taxed as costs and included in any judgment rendered. • _ PB-1 • 2. Said'Surety,for value received,.h4eby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or.of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this day of 19_, at California. PRINCIPAL APPROVED AS TO FORM (NOTARIZATION AND SEAL) • JO R. SHAW, CITY ATTORNEY SURETY (NOTARIZATION AND SEAL) PB-2 Premum tivw U 4i LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to License No. hereinafter designated as `Principal', a contract for and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we Principal, and as surety, are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS M ($ l; lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly,and severally; firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if.said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done; or for any work or Tabor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of True 1, Division S, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorneys fee to be fixed by the court This bond shall inure to the benefit of any and all persons, companies and.corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LFL .. As a part of the obligation secured thereby, and in addition. to the face amount specified therefor,-there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all.to be taxed as casts and included in any judgment rendered. IN WITNESS WHEREOF three (3)identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the day of . 19_. The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. PRINCIPAL By SURETY By APPROVED AS TO FORM Q02LAW, CITY ATTORNEY • L14-2 CONT-RCT • This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO,here in after referred to as "CITY" and hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond,.the Non- Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2000 Edition including all Supplements, Contract Bonds, ,Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. • SECOND. THE WORK. CONTRACTOR agrees to famish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Vereda Bikeway Undercrossing/Gap Closure in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impractical and extremely difficult to fix the actual amount of damages, • and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified C-1 time; therefore, CONTRACTOR shall pay CITY, as-liquidated damages, not in the-nature of a penalty, Two Hundred Fifty Dollars ($250)per calendar day for each day delayed;provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and, material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. • CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay allomey's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, conies of the prevailing rate of per diem wages as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, SanJuan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing .specified prevailing rates of wages to all workmen employed in the execution of the contract. • G2 SEVENTH. INSURANCE. CONTRACTOR shall--maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials • as a named insured, which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned,hired, and non-owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than 30 days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the • policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS 4 LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not Iimited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to • CITY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the C-3 Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of • the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano DATED: BY: WYATT HART, MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION • ATTEST: Margaret R. Monahan, City Clerk APPROVED AS TO FORM: John Shaw, City Attorney • C-4 CITY OF SAN JUAN CAPISTRANO VEREDA BIKEWAY UNDERCROSSING/GAP CLOSURE • SPECIAL PROVISIONS SECTION 1 -STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction 2000 Edition,hereinafter referred to as the Standard Specifications. The Contractor shall maintain a copy of this book on the job-site at all times. Unless otherwise specified, errata and supplements to the Standard Specifications shall be part of these specifications. The provisions of the Standard Specifications shall be modified as indicated below: Change 1: Contract Termination "If at any time, in the opinion of the Director of Engineering and Building, Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shall fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the Contract,notice thereof in writing shall be served upon him, and should he neglect or refuse to provide means for satisfactory compliance with the contract, as directed by the Director of Engineering and Building, within the time specified in such notice, the City of San Juan Capistrano, in any such • case, shall have the power to terminate all or any portion of the contract. Upon receiving notice of such termination, Contractor shall discontinue said work or such parts of it as the City of San Juan Capistrano may designate. Upon such termination, the Contractor's control shall terminate and thereupon the Members of the City Council, or its duly authorized representative, may take possession of all or any part of the Contractor's materials, tools, equipment, appliances, and plant, and buy such additional materials and supplies at the Contractor's expense as may be necessary for the proper conduct of the work and for completion thereof; or may employ other parties to carry the contract to completion, employ the necessary workmen, substitute other machinery or materials and purchase the materials contracted for, in such manner as the City of San Juan Capistrano may deem proper, or the Members of the City Council may annul and cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom over and.above the contract price will be charged against the Contractor and his sureties, who will be liable therefore. In the event of such-termination, all money due the Contractor retained under the terms of this contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture will not release the Contractor or the sureties from liability or failure to fulfill the contract. Contractor and sureties will be credited with the amount of monies so forfeited toward any excess of cost over and above the contract price, arising from the suspension of the operation of the contract and the completion of the work by the City of San Juan Capistrano as provided above, and the Contractor will be credited with any surplus remaining after alt just claims for such • completion have been paid." SP-1 Change 2: Section 7-13 -Laws to be Observed Add: "All contractors and subcontractors shall comply with all sections of the Municipal Code of the City of San Juan Capistrano, especially Section: 6-3.06(b), • (c), (d) and (e) and shall secure the services of the City's exclusive solid waste hauler for their solid waste handling needs." Change 3: Section 8 -Facilities for City Personnel Delete this Section. Change 4: Section 2-9.3 -Survey Services Y The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for line and grade stakes. Unless Otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers, sewers, storm drains, structures and rough grade and a corresponding cut or fill to finished grade(or flowline)indicated on a grade sheet. Change 5: Section 7-10.2- Storage of Eauinment and Materials in Public Streets • Construction equipment and materials shall not be stored in streets, roads, highways or public right-of-way. All materials or equipment not installed or used in construction within the daily work period shall be stored elsewhere by the contractor at its expense. City facility may be made available for storage,per the City Engineer's approval. Construction equipment shall not be stored at the work site before its actual use on the work. Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets, roads, highways or public right-of-way.. After placing backfill, all excess material shall be removed immediately from the site. SECTION 2 -TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or person shall be intended: AGENCY shall mean City of San Juan Capistrano whenever appropriate. BOARD shall mean the City Council of the City of San Juan Capistrano. • ENGINEER shall mean City Engineer or other person(s) designated by same. -SP-2 SECTION 3 -FLOW AND ACCEPTANCE OF WATER Surface or other waters may be encountered at various times during construction. The Contractor, by submitting a bid, acknowledges that he has investigated the risks arising from • surface or other waters and has prepared his bid accordingly. It shall be the sole responsibility of the Contractor to protect his work from danger due to any waters encountered. Should any damage to the work due to surface or other water occur prior to acceptance of the work by the City,the Contractor shall repair such damage at his expense. SECTION 4-WATER Water will be available from the Capistrano.Valley Water District. Arrangements for temporary construction water services permit and water service may be made by contracting the Capistrano Valley Water District at (949) 493-1515 two weeks prior to need for service. All water facility construction shall conform to the "Standard Specifications," Capistrano Valley Water District, and"The Uniform Plumbing Code,"2002 Edition. SECTION 5 - INSURANCE AND OVERREAD COSTS The Contractor shall receive no direct compensation for insurance and overhead (move-in costs, for example) costs. Accordingly,these costs should be prorated to the appropriate bid items. SECTION 6 - PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE ALERT) The Engineer has endeavored to show all existing utilities. The Contractor must, however,take • all due precautionary measures to protect all of the existing utilities. The Contractor shall have all utilities located by contacting the responsible agency at lease 48 hours prior to commencing any construction work. The Contractor's attention is directed to the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the USA by calling 1-800-422-4133. Other utility .phone numbers are noted on Sheet I of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract bid prices paid for the various items of work, and no additional compensation will be allowed therefore. SECTION 7 -PROTECTION OF PRIVATE PROPERTY The Contractor must remain within the construction zone to the best of his ability. The Contractor must protect all existing private property. SECTION 8 -CONSTRUCTION ZONE Contractor shall protect property and facilities adjacent to the construction zone, and all property and facilities within the construction zone which are shown on the plans to be protected. After • completion of project, the construction zone shall be clean and in a presentable condition. All public- or privately-owned improvements and facilities shall be restored to their original 3-P--3 condition and location. In the event improvements of facilities are--damaged, they shall be replaced with new materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public • street, way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other agencies in such streets,way or parking areas. The Contractor shall be responsible for investigating conditions of available public and private roads and of clearances,restrictions and other limitations affecting transportation and ingress and egress to the site of the work. SECTION 9 -PRE-CONSTRUCTION COORDINATION MEETING Prior to the commence of construction, arrangements will be made for a meeting between the Contractor, the Engineer, and involved utility representatives. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract,.review scheduling, discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule in the attached form showing the number of working days required to complete each phase of the project. This schedule shall be approved by the City Engineer prior to the start of construction. SECTION 10 -NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM The San Diego Regional Water Quality Control Board (RWQCB) has issued a permit which governs stormwater and non-stormwater discharges resulting from areas owned and operated by • the County of Orange, Orange County Flood Control District and incorporated cities of Orange County (collectively referred to as Permittees). The RWQCB Permits is a National Pollutant Discharge Elimination System (NPDES) Permit No. R9-2002-0001, respectively. Copy of the RWQCB Permit is available for review. In order to comply with the Permit requirements, the Permittees have developed a Drainage Area. Management Plan (DAMP) which contains Model Maintenance Procedures with Best Management Practices (BMP's) that parties conducting the municipal activities must adhere to. These Model Maintenance Procedures apply to any part conducting municipal activities and contain pollution prevention and source control techniques to minimize the impact of those activities upon dry-weather urban runoff, stormwater runoff, and receiving water quality. Work performed under this CONTRACT shall conform to the Permit requirements, the DAMP, the City's Local Implementation Plan (LIP), and the Model Maintenance Procedures and must be performed as described within all applicable Model Maintenance Procedure. The CONTRACTOR shall fully understand the Model_ Maintenance Procedures applicable to activities that are being conducted under this CONTRACT prior to conducting them and maintain copies of the Model Maintenance Procedures throughout the CONTRACT duration. The applicable Model Maintenance Procedures are included as Appendix A of this CONTRACT. Evaluation of activities subject to DAMP requirements performed under this CONTRACT will be conducted to verify compliance with DAMP requirements and may be required through • CONTRACTOR self-evaluation as determined by the City. SP-4 SECTION 11 -PRESERVATION OF SURVEY MONUMENT Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with Section 8771 of the Business and Professional Code" provides for the preservation of Survey • Monuments in construction projects. This legislation mandates that prior to construction monuments are to be referenced in the field and "Comer Records" prepared for filing in the Office of the County Surveyor. It also mandates that after construction, monuments are to be reset and "Corner Records" filed with the County Surveyor. This must be done prior to certifying completion of a project. The City requires monumentation preservation on all capital improvement projects where monumentation points are present and the contractor shall be responsible for submitting proper documentation to the Office of the County Surveyor in compliance with AB 1414. Project finalization, Notice of Completion and/or release of retention shall be contingent upon obtaining documentation from the contractor's project surveyor or engineer that monuments have been set or restored and Corner Records filed with, and to, the satisfaction of the County Surveyor. All costs necessary to comply with this legislation shall be allocated to the appropriate bid item. SECTION 12 -MONUMENTATION IDENTIFICATION In accordance with the Professional Land Surveyor Act, Section 8772, any monument set by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate number of the • surveyor or civil engineer setting it, each number to be preceded by the letters"LS." or"R.C.E.," respectively, as the case may be or, if the monument is set by a public agency, it shall be marked with the name of the agency and the political subdivision it serves. Nothing in this section shall prevent the inclusion of other information on the tag which will assist'in the tracing or location of the survey records which relate to the tagged monument. Centerline ties filed with the Orange County Surveyor will be checked for compliance with this law. • SP-5 • CITY OF SAN JUAN CAPISTRANO VEREDA BIKEWAY UNDERPASS MP 197.88 CAPITAL IMPROVEMENT PROJECT 124 TECHNICAL SPECIFICATIONS 9/26/05 PROFESS/O N w 'C 04 � C046081 A * EXP. 12/31/06 sr CIVIL P ATF OF CA��F�� • CONTRACT NO. CIP 124 VEREDA BIKEWAY UNDERPASS • TABLE OF CONTENTS SECTION TITLE PAGE DIVISION 1 GENERAL REQUIREMENTS 01010 Summary of Work 01010-01 : 01010-05 01040 Rules and Hours of Operation 01040-01 : 01040-05 01041 Coordination with SCRRA 01041-01 : 01041-05 01050 Survey and Field Engineering 01050-01 : 01050-03 01060 Regulatory Requirements 01060-01 : 01060-03 01100 Procedures in Construction 01100-01 : 01100-07 01200 Contract Meetings 01200-01 : 01200-03 01300 Submittals 01300-01 : 01300-07 01305 Contractor's Request for Information 01305-01 : 01305-02 01310 Contractor's Construction Schedule 01310-01 : 01310-08 & Progress Reporting 01370 Schedule of Values 01370-01 : 01370-02 01400 Quality Control 014100-01 : 01400-04 01420 Reference Standards 01420-01 : 01420-02 01505 Mobilization and Demobilization 01505-01 : 01505-03 • 01545 Work Site Safety Requirements 01545-01 : 01545-03 01600 Materials and Equipment 01600-01 : 01600-03 01620 Legal relations and Responsibility 01620-01 : 01620-07 01710 Clean Up 01710-01 : 01710-02 01720 Contract Record Documents 01720-01 : 01720-04 DIVISION 2 SITE WORK 02014 Subsurface Information 02014-01 : 02014-01 02100 Site Clearing 02100-01 : 02100-05 02160 Excavation Support Systems 02160-01 : 02160-04 02220 Earthwork 02220-01 : 02220-13 02461 Sub-Ballast and Aggregate Base 02461-01 : 02461-03 02513 Asphalt Concrete Pavement and PCC Pavement 02513-01: 02513-06 02722 Drainage Structures 02722-01: 02722-04 02820 Chain link Fencing 02820-01: 02820-02 02832 Welded Wire Mesh Fence and Gates 02932-01: 02832-05 02835 Piling 02835-01: 02835-03 • Capital Improvement Project 124 i Issued:09.26.05 Vereda Bikeway Underpass CONTRACT NO. CIP 124 VEREDA BIKEWAY UNDERPASS • TABLE OF CONTENTS SECTION TITLE PAGE DIVISION 3 CONCRETE 03100 Formwork 03100-01 03100-05 03200 Reinforcing Steel 03200-01 : 03200-04 03300 Cast-In-Place Concrete 03300-01 : 03300-05 03451 Concrete Structures 03451-01 : 03451-11 DIVISION 4 MASONRY NOT USED DIVISION 5 METALS 05075 Miscellaneous Metal 05075-01 : 05075-02 DIVISION 6 WOOD NOT USED DIVISION 7 THERMAL AND MOISTURE PROTECTION NOT USED DIVISION 8 DOORS NOT USED • DIVISION 9 FINISHES NOT USED DIVISION 10 SPECIALTIES NOT USED DIVISION 11 EQUIPMENT NOT USED DIVISION 12 FURNISHINGS NOT USED DIVISION 14 CONVEYING SYSTEMS NOT USED DIVISION 15 MECHANICAL NOT USED DIVISION 16 ELECTRICAL NOT USED • Capital Improvement Project 124 ii Issued: 09.26.05 Vereda Bikeway Underpass SECTION 01010 • SUMMARY OF WORD PART 1 - GENERAL 1.01 DESCRIPTION The purpose of this section is to inform the Contractor of the proposed Work under this Contract. It is intended to be used by the Contractor for general information only. The City of San Juan Capistrano has proposed the construction of anew Undercrossing on Los Angeles—San Diego (LOSSAN) Rail Corridor separating the Bikeway from the Railroad. The new construction includes but not limited to a new paved Bikeway, a new Railroad Bridge, Retaining Walls, modification of existing drainage system and Utility relocation within project limits. All the trackwork removal and installation as specified in the drawings shall be carried out by SCRRA (Metrolink). The contractor shall furnish Ballast and Wood Railroad Ties, as specified in drawings and these specifications to SCRRA. The stockpiling of these materials shall be as directed by SCRRA. The work performed by the contractor, shall include but is not limited to, the following: 1. All survey work necessary to construct the bridge including but not limited • to survey work necessary for pile installation, grading, setting of precast members and complete the work as shown in plan and specified in specifications. 2. Verify the site conditions including location of all known or unknown utilities. Coordinate with Metrolink and Utility companies regarding removal and reinstall MCI line. MCI line will be installed by MCIWorldcom. 3. Obtain necessary construction permits. 4. Complete mobilization and demobilization. 5. Prepare work plan and construction schedule. 6. Establish and maintain storm water pollution prevention measures and comply with NPDES requirements. 7. Maintain site drainage during construction period. 8. Propose construction work windows for Contractor access to right-of-way. Coordinate with the City to obtain SCRRA approval of proposed work windows. 9. The Contractor shall coordinate with Metrolink for preparing construction work window plan, material stockpiling, flagging requirements, equipment hauling, pile installation methods, method and sequence used to place precast caps and slab girders, and any other work safety issue and any other safety and construction issues. 10. Ballast removal, subgrade preparation as detailed in contract drawings. • 11. Complete the construction as per plans. Vereda Bikeway Underpass 01010-1 Issued:09.26.05 Section 01010 Summary of Work Page 2 of 5 • 12. Restore site, including backfill to limits per plans. 13. Clean the site. The SCRRA shall perform the following work. 1 Review and approve Contractor's work plan, construction schedule and proposed work windows. The work window shall be proposed according Section 01040. 2 Coordination of approved work windows with railroad operations and SCRRA track and signal work. 3 Disconnection of railroad signals. 4 Removal of track (rail and ties only). 5 Removal/shifting of interfering ties for pile driving. 6 Placement of ballast and construction of track upon bridge completion. 7 Connection and testing of railroad signals upon completion of bridge and track installation. 8 Coordination with the Contractor. The work window for the construction of the bridge shall be as per Section 1040, Rules and Hours of Operation. Piles will be driven between trains schedule. Detailed procedure, coordination will be discussed during the construction meeting initiated by the Contractor. MCI line will be installed by the MCIWorldcom • 1.02 SCOPE OF WORK A. The Work specified in this Contract consists of furnishing all labor, materials, tools, equipment services, and incidentals for the construction of the grade separation between Vereda Bikeway and the Los Angeles —San Diego (LOSSAN) Rail Corridor within Project limits, in the City of San Jaun Capistrano rights-of-way, easements and permits. Refer to specifications for details of materials, work to be performed and quality control requirements.The following shall clarify the Work scope included in these pay items. The primary elements of Work are: 1. Bridge construction which includes driving piles. The 64' long superstructure is made of 20'-9" long Precast Prestressed Concrete Slab Girders. All bridge main components such as bent caps, abutment caps, wingwalls are manufactured using precast concrete. 2. Construction of Retaining Walls, U-walls and grading behind the walls including architectural treatment, anti-graffiti protective coating and cable railing. 3. Concrete Rock Slope Protection 4. Construction of paved Bikeway. • 5. 24" Diameter RCP and Junction Box to replace portion of existing Storm water Drain. Vereda Bikeway Underpass 01010-2 Issued: 09.26.05 Section 01010 Summary of Work Page 3 of 5 • 6. Connect to existing 18" Sanitary Sewer with a new 18"Dia pipe including manholes and junctions. Abandon portion of existing sewer. 7. Storm Water Drain system with sump pump. 8. Welded wire mesh fence at the ROW as shown in plan. 9. Chainlink fence as shown in plan. 10. The Contractor will perform work while Amtrak/Metrolink Commuter Rail Passenger Trains maintain operations on their existing live track and signaling systems except during bridge deck installation. B. Unless otherwise specified, Work shall be performed in accordance with all applicable General Orders of the State of California Public Utilities Commission (CPUC), SCRRA guidelines, Caltrans Standard Specifications, Standard Specifications of Public Works Construction for the construction of grade separation. C. The Contractor shall interface his work with Metrolink construction forces for the removal and installation of trackwork including Ballast. D. The Contractor shall furnish all labor, services, materials, equipment, plant machinery, apparatus appliances, tools, supplies and all other appurtenances necessary and incidental to complete each item of work in accordance with the Contract Drawings, Specifications and directions of the Engineer. • E. The work to be performed is shown on the Contract Drawings. The Work to be performed shall not be limited to the exact extent mentioned or described but shall include all incidental work necessary or customarily done for its completion. F. Provide erosion and sediment control measures and other appropriate BMPs to meet the City's water quality ordinance and the NPDES permit. 1.03 LOCATION OF WORK A. The Work is located within the right-of-way of the OCTA at the north bank of San Juan Creek and the County of Orange Flood Control District Property, bounded by Descanso Veterans Park in the North-west and Vons Parking at the North-east in the City of San Juan Capistrano. B. After construction, the bikeway shall be restored to its original condition (or better). Repairs shall be coordinated with Ron Broadbelt, Supervising Maintenance Technician, at (714) 567 6222. 1.04 SAFETY A. The Contractor is solely responsible for maintaining a safe work environment for its crews and other personnel present in the bridge and related work areas. As such the • Contractor shall submit a comprehensive Health and Safety Plan (see Section 01545, Vereda Bikeway Underpass 01010-3 Issued: 09.26.05 Section O1010 Summary of Work Page 4 of 5 • Worksite Safety Requirements) for the project as part of its submittal, and shall alter, as necessary, such plan once the Final project Work Plan is approved by Agency. B. Work at the job site. The Work shall be performed with the utmost regard for personnel safety and in accordance with railroad operating rules and State and Federal Safety regulations. The Contractor shall assume full responsibility for all safety aspects related to its The track structure shall be kept free from construction- generated debris, equipment, and material in order to assure safe passage of trains. No equipment or material shall be stored within 15 feet of track centerline. Existing fiber optic cables and other signal/communication facilities shall be protected in place. C. Any vehicles using the bikeway for access to the construction site shall exercise caution and proceed slowly, keeping alert for pedestrians and bicyclists. Upon the approach of the bikeway users, vehicles shall pull over to the side as far as possible, stop, and allow bikeway users to pass. 1.05 INTENT OF PLANS AND SPECIFICATIONS A. The intent of the plans and specifications is to prescribe the details for the construction and completion of the work that the Contractor undertakes to perform in accordance with • the terms of the contract. Where the plans or specifications describe portions of the work in general terms, but not complete detail, it is understood that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals, and perform all the work involved in executing the contract in a satisfactory and workmanlike manner. B. The plans, specifications, and special provisions are essential parts of the contract, and a requirement occurring in one is as binding as though occurring in all. They are intended to be cooperative and to describe and provide for the complete work. 1.06 REFERENCE MATERIAL The reference specifications or standards referred to in the plans, specifications or special provisions shall be current dated material at the start of the project. PART 2—PRODUCTS - NOT USED PART 3—EXECUTION • - NOT USED Vereda Bikeway Underpass 01010-4 Issued: 09.26.05 Section 01010 Summary of Work Page 5 of 5 • PART 4 - MEASUREMENT AND PAYMENT A. The unit prices bid for the various items of work shall cover the cost of furnishing all materials, labor, and equipment necessary to satisfactorily complete the items of work in accordance with the Contract Drawings, Specifications and directions of the Engineer. B. No separate measurement and payment shall be made under this section. END OF SECTION • • Vereda Bikeway Underpass 01010-5 Issued: 09.26.05 • SECTION 01040 RULES AND HOURS OF OPERATION PART 1 - GENERAL 1.01 DESCRIPTION This section outlines requirements and provisions for Rules and Hours of Operation, to which Contractor shall conform during the execution of the Work under this Contract. 1.02 RELATED WORD A. Section 01010- Summary of Work B. Section 0 1041- Coordination With SCRRA C. Section 01400—Quality Control D. Section 01545 —Contractor General Safety Requirements • E. Section 01600—Legal Relations and Responsibilities 1.03 REFERENCE STANDARDS A. SSPWC Standard Specifications fro Public Work Construction B. FRA Federal Railroad Administration C. SCRRA Track Maintenance and Engineering Instructions and On-Track Safety Manual D. SCRRA Applicable SCRRA Standard Specifications E. Caltrans Trenching and Shoring Manual F. CPUC California Public Utilities Commission General Orders G. CaIOSHA California Occupational Safety and Health Administration Regulations H. OSHA Federal Occupation Safety and Health Administration Regulations. • Vereda Bikeway Underpass 01040- 1 -Issued: 09.26.05 Section 01040 Rules and Hours of Operation Page 2 of 5 • 1.04 SUBMITTALS A. Provide Site Specific Work Plan (SSWP) in accordance with Section 01300, Submittals. B. The SSWP shall include,but not limited to the following. 1. All SSWP's with a potential to impact normal functioning of any part of the Operating System shall include detailed schedule of events indicating the expected hourly progress of each activity that has a duration of one hour or longer. The schedule shall include a time at which each and every activity planned under the SSWP and the requested Work Window will be completed and total duration of all construction activities shall be less than approved Work Window. Failure of the Contractor to complete the scheduled activities by the planned time or to put in place an approved contingency plan may adversely impact the operations of scheduled trains. 2. A schedule of the work showing each activity and where and how it affect s the normal operation of the Operating System. This schedule shall integrate and allow for necessary work of SCRRA's Signal and Communication forces, track and ballast installation forces. Each activity in the plan shall include labor, materials and equipments required to complete the activity within the SCRRA's allotted time period. • 3. Contingency plans for putting the Operating System back in operation in case of an emergency or in case Contractor fails to perform and complete work on time. The contingency plan shall address the various stages of activities to restore the System. 4. List of all approved proposed work plans to be performed under SSWP and provide the name(s) and number(s) of the Contractor's supervisor(s) in change of SSWP tasks. 5. The SSWP shall be submitted sufficient in detail and clarity for easy review at least 14 calendar days prior to start of the work with in Operating Envelope for work other than signal or third party and 30 calendar days prior to the start of work involving SCRRA signal and third party installation. 1.05 CONTRACTORS RESPONSIBILITY A. Contractor shall perform work in accordance with Contract and all applicable codes, ordinances, rules, regulations, orders and other legal requirements of governmental bodies and public agencies having jurisdiction, including SCRRA. B. Within 30 calendar days following date of "Notice to Proceed", Contractor shall • submit written notices of vacancies, omissions, or inconsistencies in Contract Vereda Bikeway Underpass 01040 - 2 Issued: 09.26.05 Section 01040 Rules and Hours of Operation Page 3 of 5 • Drawings and Specifications. Failure to note such discrepancies shall be deemed as acceptance of full responsibility and liability for correcting the problems. Approved changes will be made by appropriate modifications to Contract Drawings and Specifications. C. Any damage caused by Contractor to rails, ties, structures, embankment, signal and communications equipment,' 'or other facilities shall be repaired at Contractor's expense to a condition equal or better to the condition prior to Contractor entry and as accepted by the Engineer. At the sole discretion of the Engineer, the Engineer may direct repairs be performed by other Contractors. The charges for such repairs shall be deducted from the Contractor's payment due under this Contract. D. Items shown on the plans to be protected in place shall be protected in place in accordance with Section 7-9, Protection and Restoration of Existing Improvements, of the SSPWC, at no additional cost to the City and SCRRA. 1.06 WORK BY OTHERS The Contractor may be required to interface with other Contractors and Railroad forces. This shall be done in accordance with the General Conditions and Section 01041, Coordination With SCRRA. In addition, routine or emergency maintenance of existing • SCRRA facilities may occur during the progress of the work. Such activities shall have priority and the Engineer shall make efforts to minimize interference where possible. 1.07 RULES FOR WORKING WITHIN SCRRA RIGHT-OF-WAY A. Contractor's and subcontractor's employees must be trained under the SCRRA Roadway Worker Policy and shall comply with 49 CFR 214 Railroad Workplace Safety before being permitted to work on the right-of-way. I. SCRRA will provide a one-day training session to be attended by Contractor's Project Manager, safety officer, watchmen, and machine operators and others as appropriate. The Contractor shall pay all expenses for such training. 2. Contractor's watchmen or safety officer shall train all workers under their supervision, with the exception of those noted above. SCRRA provided test must be satisfactorily passed (85% correct), and a copy of the score sheet forwarded to SCRRA before new employees will be permitted to work on the project. 3. Contractor shall reproduce, and distribute the Roadway Worker Policy Manual to each employee during the training session. • Vereda Bikeway Underpass 01040 - 3 Issued: 09.26.05 Section 01040 Rules and Hours of Operation Page 4 of 5 4. Contractor shall conduct job briefings as required under the Roadway • Worker Policy Manual at: a. Start of every work shift and b. Every change of conditions affecting Roadway Worker safety during a work shift. 5. Refer to the SCRRA Roadway Worker Protection Regulations, incorporated as Section 214.3 of the SCRRA On-Track Safety Manual, for any clarifications, or additional requirements. B. Contractor shall promptly execute all verbal and written directives of the Engineer. C. Refer to Section 01041 for rules governing work adjacent to active tracks. 1.08 HOURS OF OPERATIONS SCRRA requires that the main track as shown in plan remains fully operational at all times, except for `track outages', during which the track is shut down to traffic for brief period of time. It will be the Contractor's responsibility to secure permission of each such outage by a written request at least ten (10) working days in advance. Each such request is subjected to SCRRA's • approval. SCRRA will not issue any `blanket' approval for such request. The Contractor shall not regard outages as routine events, since each one requires train coordination by SCRRA with other agencies such as AMTRAK (Passenger Trains) and BNSF(Freight Trains). Track outage time window available to the Contractor from SCRRA for construction of the bridgework as shown in Plan will be limited to the followings A. Single Track Outages Weekends: 11.30 PM Friday to 11.00 PM Sunday (47.5 Hours) Only one outage will be permitted. The first 3 hours of beginning of the outage (11.30 PM to 2.30 AM) shall be reserved for the SCRRA to remove the track. B. The period beginning at 5.00 PM Sunday to ending 11.00 P.M. on Sunday shall be reserved for SCRRA to place ballast, install track including inner guard rail and nosing. C. Pile driving shall be scheduled during daylight hours only. The pile driving may be scheduled between trains under Track and Time or Form B. The Contractor shall coordinate with SCRRA for this arrangement. • Vereda Bikeway Underpass 01040 - 4 Issued: 09.26.05 Section 01040 Rules and Hours of Operation Page 5 of 5 D. Tie relocation (by SORRA) for pile driving will be completed after Contractor • has determined pile location and before pile driving is scheduled to start or within 48 hours, whichever is longer. E. Work either on or off track outside normal working hours shall be coordinated with the Engineer 48 hours in advance. F. The Contractor should anticipate that working nights and/or weekends, as defined elsewhere in these specifications shall be the normal condition for installation and removal of switches, ditch rehabilitation and embankment widening, live track tie-ins and track shifts in accordance with subsection 1.07 of this Section. Such imposed requirements shall not constitute grounds for additional payment. 1.09 WORK WINDOW A. A work window shall be defined as the time that a single track is removed from service as defined by the General Operating Rules, to the time the track is returned to service, as defined by the General Operating Rules. This time includes the time to move materials and equipment on and off the work site and check signal system operations at the end of work. Note that per SCRRA rules, Contractor forces working within 20 feet of the track, or of adjacent tracks, will require either that the track be taken out of service by the Engineer, or that a • "Form B" or "Track and Time" be obtained by a SCRRA Flagman for the period the Contractor forces are "fouling the track." The Contractor shall assure that the work window duration include the time required for the SCRRA Signal Engineer to check for satisfactory signal system and highway grade crossing protection system operations after Contractor forces completely vacate the area within 20 feet of the track centerline. The SCRRA Signal Engineer will typically require 30 minutes for checking the signal system or as directed by the Engineer. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED PART 4 - MEASUREMENT AND PAYMENT A. No payment will be paid to the Contractor under this section. END OF SECTION Vereda Bikeway Underpass _ 01040 - 5 _Issued: 09.26,05 • SECTION 01041 COORDINATION WITH SCRRA PART 1 - GENERAL 1.01 DESCRIPTION This section outlines the requirements for coordination with Southern California Regional Rail Authority (SCRRA, Metrolink) and related railroads for work on the railroad right-of-way (ROW). 1.02 REGULATIONS FOR WORKING WITHIN RAILROAD RIGHT-OF-WAY (ROW ) A. Upon award of this contract work, the successful Contractor will be furnished one copy, and must comply with articles contained in the latest edition, of each of the following publications for the protection of SCRRA operations, property, tenants, and licenses including cables, signal systems, adjacent properties and utilities: SCRRA Safety and General Rules for All Employees • SCRRA Roadway Worker Protection Regulations, Section 214.3 of the SCRRA On-Track Safety Manual SCRRA Rules and Instructions for Maintenance of Way of Structures SCRRA Track Maintenance and Engineering Instructions SCRRA Engineering Standards SCRRA Regulation Governing Contractors and Others Working on SCRRA Property SCRRA General Code of Operating Rules SCRRA Current Time Table AMTRAK Current Time Table BNSF Current Train Schedule • CPUC General Orders 26D and 118 Vereda Bikeway Underpass - 01041 - 1 Issued: 09.26.05 Section 01041 Coordination With SCRRA Page 2 of 5 • FRA Track Safety Standards: Title 49 CFR 213 In addition, the Contractor, shall comply with latest edition of the American Railway Engineering and Maintenance-of-Way Association(AREMA)and Caltrans Standard for construction standard not fully explained by the above references or these specifications. B. For bidding purposes, the publications are available for purchase or review from SCRRA. Possible conflicts between publications identified in this section shall be brought to the attention of the Engineer, who will make a determination as to direction that Contractor shall follow. 1.03 RELATED WORK A. Section 01040, Rules and Hours of Operation B. Section 01100, Procedures In Construction C. Section 01310, Contractor's Construction Schedule & Progress Reporting • D. Section 01400, Quality Control E. Section 01545, Work Site Safety Requirements F. Section 01600, Materials and Equipments G. Section 01620, Legal Relations and Responsibilities 1.04 COORDINATION A. All work within the SCRRA R/W shall be coordinated with the Engineer. SCRRA will cooperate with the Contractor to provide for the most efficient prosecution and completion of work while maintaining railroad operations. B. Track will be used both for passenger operation and freight operations. The Contractor's work shall be scheduled to provide minimal interference with this train traffic, and in particular work will not be permitted to delay any Metrolink and/or freight service. Requirements for slow orders through work zones are shall be requested in writing. C. Contractor's activities shall not delay any trains except as approved in advance by SCRRA. • Vereda Bikeway Underpass 01041 - 2 Issued: 09.26.05 Section 101041 Coordination With SCRRA Page 3 of 5 • D. Contractors are encouraged to visit sites prior to submission of bids to assess the level of train activity. Some schedule variations should be anticipated during the project due to normal growth and train schedule refinement by the SORRA and other Railroads. E. SCRRA dispatcher dispatches all the trains. F. SCRRA employees in charge (EIC- normally a flagman) will obtain track authority directly from SCRRA dispatcher. The Contractor shall not coordinate with SCRRA dispatcher. G. Signal cutover work, if any, will be performed by others. Contractor's work and signal work shall be coordinated with the Engineer who will communicate with SCRRA signal forces fourteen (14) days in advance of any work within SCRRA right-of-way. H. No adverse schedule impact, will be recognized by SCRRA without written notification to Engineer, at least 7 days in advance of occurrence, to allow Engineer to act in a prudent manner to resolve the conflict. The City will not recognize any additional cost without the same notice period as mentioned above. • 1. Contractor must make arrangements to remove all on-track equipment from the Main Track in order to pass trains as specified in Section 01040, Rules and Hours of Operation. Contractor may not assume that equipment can be placed or stored in spur tracks or sidings unless approved in advance by the Engineer. 1.05 GENERAL REQUIREMENTS A. Contractor will adhere to Work Window rules detailed in Section 01040, Rules and Hours of Operation. B. Contractor shall be familiar with train schedules in the worksite, and structure the bid according to Section 01040, Rules and Hours of Operations, and Section 01100 Procedures in Construction. Information regarding train movements is available to Contractor, upon request. A sample activity report of train movements for one week may be obtained from SCRRA Operations. C. Contractor shall obtain permission in writing from the Engineer for movement of equipment on track or across tracks at locations other than public crossings. Such permission may not necessarily be granted. If it is granted, the Contractor shall comply with any condition required such as,but not limited to, the bridging of rail and protection of ballast section. • Vereda Bikeway Underpass 0]041 - 3 Issued: 09.26.05 Section 01041 Coordination With SCRRA Page 4 of 5 • 1.06 WORK AFFECTING THE EXISTING COMMUNICATIONS AND SIGNAL SYSTEMS A. Track within project limits will be in use for high-speed freight and passenger train operation throughout the construction period. Train movements are governed by signal systems. Contractor shall take no action that: 1. May directly or indirectly result in an unsafe condition (ie.: false clearing of a signal; failure to detect train occupancy or an open switch point; unauthorized unlocking of a switch that causes failure to activate highway grade crossing warning system; or any degradation of signaling system); 2. May cause delay to any train (i.e.: display of a signal aspect less permissive than track conditions allow; obstruction of right-of-way; etc.); 3. May cause an improper activation of a highway grade crossing warning system; or, 4. Is contrary to directions of Engineer and/or Railroad Dispatcher. B. The mainlines within project limits are under direct control of SCRRA Dispatcher. No track shall be fouled without authorization and presence of a SCRRA flagman on the scene. Train delays of up to 15 minutes are to be • expected, and will not be an acceptable reason for additional charges to the City. C. Existing communications and signaling cables and track wires are located at various locations along and across right-of-way. Contractor shall take all steps necessary in order to protect active cabling from damage during trackwork. Specific utilities associated with the Work of this Contract are detailed in the contract drawings. Minimum precautions to be taken by Contractor to protect communications and signaling cables are: 1. All personnel working in vicinity of communications and signaling equipment and cabling shall be instructed in proper procedures for working around such equipment. Any Contractor personnel found not to be taking proper precautions will be barred from the work site. 2. At least 14 days before performing any excavation work, the Contractor shall contact the Engineer to schedule a signal department mark out. Exact location of communications and signal cables shall be determined by a careful examination of site and hand potholing. The Contractor may utilize a search coil to determine the general vicinity of buried cabling. All such aforementioned locating activities shall be performed in the presence of the Engineer. • Vereda Bikeway Underpass 01041 - 4 lssued:.09.26.05 Section 01.041 Coordination With SCRRA Page 5 of 5 • 3. All communications and signaling cables proximate to the work shall be physically located by means of potholing with hand tools. Excavation by hand tools shall be done by skimming soil in small increments, rather than by digging straight down with the point of a shovel. All such aforementioned locating activities shall be performed in the presence of the Engineer. D. Excavation by machinery will be allowed only where preceding precautions have been taken to assure that existing cabling is not in risk of being damaged. E. Where placement of existing cabling interferes with placement of trackwork or where cabling is at risk to damage from trackwork, the Contractor shall request such cabling be relocated or protected by SCRRA forces. F. Delays of up to seventy-two (72) hours in relocating cable(s), after Engineer has been notified of conflicts, will not be grounds for Contractor submitting a claim for 'Delay of Contractor Work". G. Relocation of active cable will be performed by SCRRA forces. PART 2 - PRODUCTS • NOT USED PART 3 - EXECUTION NOT USED PART 4 - MEASUREMENT AND PAYMENT No separate measurement or payment shall be made under this section. END OF SECTION • Vereda Bikeway Underpass - -01041 - 5 Issued: 09.26.05 • SECTION 01050 SURVEY AND FIELD ENGINEERING PART1 - GENERAL 1.01 DESCRIPTION This section establishes the requirements for surveying and field engineering. The Contractor shall employ, as necessary, the services of a Land Surveyor and a Professional Engineer licensed in the State of California. Work Included: 1. Establish and maintain baselines and field control points as required for construction layout survey. 2. Survey and measurement necessary to establish design lines and grades including existing track alignment shown on Contract Documents. • 3. Perform field survey of to verify existing utilities. 4. Provide all basic site engineering to ensure accurate locations and elevations for new construction including verification and modification of proposed track turnout geometry and mainline turnouts and any other tie- in locations to maintain horizontal and vertical alignment at tie-in locations. 1.02 SUBMITTALS A. On request, Contractor shall submit to Engineer documentation that verifies accuracy of survey work. B. Prior to completion of project and when requested by Engineer, Contractor shall submit a copy of registered site drawing and certificate signed by Land Surveyor that the elevations and locations of the Work are in conformance with Contract Documents. 1.03 QUALITY CONTROL A. Contractor shall maintain a complete and accurate log of control and survey work • as it progresses. Vereda Bikeway Underpass 01050 - 1 Issued: 09.26.05 Section 01050 Survey and Field Engineering Page 2 of 3 • B. Engineer reserves option to check Contractor's survey measurements and calculations. Whether Engineer exercises this option or not, requirement for accuracy will not be waived. C. On completion of construction and major site improvements, Contractor shall prepare a final certified survey illustrating dimensions, locations, angles, and elevations of construction and site work. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION 3.01 EXAMINATION A. Contractor shall verify locations of survey control points prior to starting any work on the Project site. B. Contractor shall notify Engineer of any discrepancies discovered. 3.02 SURVEYS AND RECORDS • A. Working from lines and grades established by baseline survey as shown in relation to work, Contractor shall establish and maintain bench marks and other dependable markers to set lines and levels for work on site as needed to locate each element of the Project. B. Contractor shall calculate and measure required dimensions as shown on the Contract Drawings (within recognized tolerances if not otherwise indicated) and notify Engineer of any discrepancies. Contractor shall use written rather than scaled dimensions. C. Contractor shall inform tradesmen performing the work of marked lines and grades provided for their use in layout work. D. Contractor shall provide a complete copy of baseline survey field notes and final layout to the Engineer prior to starting construction. E. In areas scheduled for excavation or embankment, the Contractor shall be responsible for a baseline cross-section survey suitable to document or verify actual topography prior to start of work. No adjustments will be made to earthwork quantities by a licensed surveyor who has performed and sealed survey that is suitable to calculate volume based on average end areas, measured in either • cut or fill areas before and after construction. Load counts, truck weights, work duration, representative area deviations from bid schedule quantities, or other Vereda Bikeway Underpass 01050 - 2 Issued: 09.26.05 Section 01050 Survey and Field Engineering Page 3 of 3 • means of estimating earthwork volume will not be accepted, except for use in determining progress payments 3.05 SURVEY REFERENCE POINTS A. Contractor shall locate and protect survey control and reference points, preserve permanent reference points mts duringc' onstruction. B. Control datum for survey is indicated on Drawings. C. Contractor shall report to Engineer the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. D. Contractor shall replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer. PART 4 - MEASUREMENT AND PAYMENT No separate measurement or payment shall be made under this Section. END OF SECTION • • Vereda Bikeway Underpass 01050 - 3 Issued: 09.26.05 • SECTION 01060 REGULATORY REQUIREMENTS PART 1 - GENERAL 1.01 DESCRIPTION This section outlines various provisions and requirements associated with regulations and standards in effect for this Contract. Provisions of this section include, but are not limited to, requirements associated with industry standards, governing and regulating authorities and permits. 1.02 SUBMITTALS Contractor shall submit to Engineer copies of permit applications, permits, licenses, certifications, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records obtained for performance of the Work under the Contract. • 1.03 APPLICABILITY OF INDUSTRY STANDARDS Applicable standards of construction industry have same force and effect (and are made a part of Contract Documents, or as if published copies were bound herewith). Refer to Section 01420, Reference Standards. A. Reference Standards (referenced directly in Contract Documents or by governing regulations)have precedence over non-referenced standards that are recognized in industry for applicability to work. B. Recognized industry standards shall be used where no specific standard is referenced in Contract Documents. Engineer's approval shall be obtained prior to use of any non-referenced standards. 1.04 GOVERNING REGULATIONS/AUTHORITIES Work shall be executed in accordance with: A. Contact governing authorities directly for necessary information and decisions having a bearing on performance of Work under Contract. B. Utility location and protection shall conform to Section 5, Utilities of the Standard • Specifications for Public Works Construction "Greenbook". Specific utilities Vereda Bikeway Underpass - 01060 - 1 Issued: 09.26.05 Section 01060 Regulatory Requirements Page 2 of 3 • known to be within the limits of Work for this Contract are listed in the Project Technical Provisions. C. Clearances, track spacing and walkways for railroad tracks are governed by California Public Utilities Commission General Orders 26D and 118. 1.05 PERMITS A. Contractor shall obtain permits not provided by Southern California Regional Rail Authority (SCRRA) when such permits are required by regulating agencies. Work shall not commence in areas requiring permits prior to issuing of permits from authorities having jurisdiction. In obtaining permits, Contractor shall: 1. Coordinate with regulating agencies to assure allocation of required permits. 2. Submit copies of permit applications and permits to Engineer. 3. Contractor shall be responsible for violations of permit requirements. B. Contractor shall prepare permit applications and obtain permits as necessary for performance of the Work under this Contract including, but not limited to: • 1. Maintenance and protection of traffic, 2. Excavation, dewatering and discharge of water and runoff into existing drainage systems or surface waters, 3. Disposal of debris and soils, 4. Disposal of track and related material, 5. Removal of protected California Live Oak trees, 6. All other activities with potential to adversely affect the environment. 7. Written permission from the property owner for right-of-entry work that requires entering private property. C. Contractor shall prepare and provide a Construction and Demolition Waste Reduction and Recycling Plan, prepare a Report Summary and provide the corresponding Deposit. Examples of City of San Juan Capistrano forms are provided in Appendix 12. • Vereda Bikeway Underpass 01060 - 2 Issued: 09.26.05 Section 01060 Regulatory Requirements Page 3 of 3 • PART2 -PRODUCTS NOT USED PART 3 -EXECUTION NOT USED PART 4 -MEASUREMENT AND PAYMENT 4.01 MEASUREMENT The quantity of measurement for Construction Permits obtained by the Contractor shall be direct reimbursement for fees paid to the regulating agency in order to obtain the agreed upon permits. The Contractor's expenses related to the preparation and submittal of the permits obtained by the Contractor is considered included in the various items of the Contract Work and no additional compensation shall be made. Business license fees and permits are not eligible for reimbursement. 4.02 PAYMENT Payment for the Work under this Permit allowance for permits obtained by the Contractor shall • be made on a reimbursement basis. Receipts of payment made to the regulatory agencies shall be submitted to the Engineer without markup for reimbursement. Payment will not exceed allowance indicated in the bid schedule. Payment will be made under the allowance item for Permits in the Bid Schedule. END OF SECTION • Vereda Bikeway Underpass 01060 - 3 Issued: 09.26.05 • SECTION 01100 PROCEDURES IN CONSTRUCTION PART 1 - GENERAL 1.01 DESCRIPTION This section outlines the requirements for procedural and performance work of a:general nature including Work by the Contractor, Contractor use of Work Site, Work Zone Limitations of Site and Pollution Controls. 1.02 WORDS BY THE CONTRACTOR A. Work that should be reasonably inferred from the Contract Drawings and Specifications as required to produce the intended result shall be provided by the Contractor whether or not specifically called for. B. Work, materials or equipment described in words which when so applied have known technical or trade meaning shall be deemed to mean such recognized • standards. C. The Contractor shall complete all Work enumerated under the contract including but not limited to: 1. Perform all work set forth in Contract Documents including Contract Drawings and Specifications. 2. Obtain required permits, inspections, and certifications for material compliance. 1.03 SUBMITTALS A. Provide submittals in accordance with Section 01300, Submittals for the followings. 1. Storm Water Management Plan 2. Health and Safety Work Plan 3. Material Safety Data Sheet (MSDS) • Vereda Bikeway Underpass 01100 - 1 Issued: 09.26.05 Section 01100 Procedures In Construction Page 2 of 7 • 1.04 RELATED WORK A. Section 01040, Rules and Hours of Operations B. Section 01041, Coordination With SCRRA C. Section 01310, Contractor's Construction Schedule& Progress Reporting D. Section 01400—Quality Control E. Section 01545 —Work Site Safety Requirements F. Section 01600—Materials and Equipment 1.05 STORM WATER MANAGEMENT A. The Contractor is responsible for preventing and/or mitigating potential chemical releases, erosions and sedimentation impacts associated with storm water runoff. The Contractor shall prepare and submit a Storm Water Management Plan (Plan) for the project to the Engineer for review and approval prior to beginning any work on the project site. The Engineer will provide review comments to the Contractor within 10 calendar days. The Contractor shall comply with the • Engineer-approved Plan. The Plan shall be prepared consistent with the provisions of the National Pollution Discharge Elimination System (NPDES) General Permit No. CAS000002 for Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with Construction Activity adopted by the State Water Resources Control Board, as Order No. 99Dg-DWQ. B. The Contractor shall identify in the Plan the specific Best Management Practices (BMP's) it proposes to use in connection with the execution of construction activity at the subject site. The Contractor shall use the applicable BMP's included in the California Storm Water Best Management Practice Handbook for Construction Activity, March 2003 prepared by the California 'State Water Resources Control Board. C. The Contractor shall provide copies of the approved Plan to its subcontractors and shall keep a copy available onsite at the project office. Contractor shall provide amendments to the Plan whenever there is a change in construction, operations, or where storm water runoff conditions which may affect the discharge of significant quantities of pollutants to surface waters, groundwater, or separate municipal storm sewer systems. The amended Plan shall be submitted to the Engineer for review and approval as soon as practicable and the Contractor shall retain the amended Plan on site. • D. The Contractor is advised that preparation and implementation of an Engineer- approved Plan does not relieve the Contractor or its subcontractors of their Vereda Bikeway Underpass 01100 - 2 issued: 09.26.05 Section 01100 Procedures In Construction Page 3 of 7 • responsibilities to comply with other state, county, and local governmental requirements, including those for storm water management or non-point source runoff controls 1.06 HEALTH AND SAFETY PROGRAM A. The Contractor shall develop a Health and Safety Plan Program in accordance with the California Health and Safety Code. Said Program shall identify, evaluate, and control health and safety hazards and provide for emergency response. It shall be the Contractor's responsibility to take all necessary steps to ensure worker health and safety as provided for in the Contractor's Health and Safety Program. The Contractor shall submit a written Health and Safety Plan (HASP), which shall include,but is not limited to the following: 1. An organizational structure. 2. A comprehensive work plan. 3. A site-specific safety and health plan. 4. The safety and training program. 5. The Contractor's standard operating program for safety and health. 6. Any necessary interface between genera] program and site-specific activities. 7. Provisions specific to for handling of soils containing elevated concentration of Petroleum, PNA's and metals. • B. The HASP shall be submitted to the Engineer within 21 days from the effective date in the Notice To Proceed. The HASP shall be amended to incorporate any changed conditions. All amendments shall be submitted to the Engineer for review and approval. C. An approved copy of the Health and Safety Plan must be kept on the worksite at all times. 1.07 MATERIAL SAFETY DATA SHEET fMSDS) A. The Material Safety Data Sheet is prepared by manufacturers and suppliers of products that contain hazardous materials. Hazardous material is defined as any substance, which is a physical, or health hazard, or is included in the Cal-OSHA Director's List of Hazardous Substances, or is listed in Title 22 of the California Code of Regulations, Section 12D00, Chemicals Known to the State to Cause Cancer or Reproductive Toxicity (Proposition 65 Substances). B. No hazardous materials shall be delivered, stored, or used at any work site or facility unless they are properly labeled, tagged or marked and a copy of the MSDS has been provided to the Engineer. A copy of any updated MSDSs shall be provided to the Engineer immediately. • Vereda Bikeway Underpass 03100 - 3 Issued: 09.26.05 Section 01100 Procedures In Construction Page 4 of 7 • C. The Contractor shall also maintain a File of relevant MSDSs at the work site. MSDS files shall be kept current; new or updated MSDSs shall be added immediately and a copy provided to the Engineer. 1.08 CONTRACTOR USE OF WORKSITE A. Contractor shall coordinate access, use and preparation of facilities adjacent to the Project areas with owners and agencies. Coordination shall include but riot be limited to the following: I. Contractor shall arrange Worksite access with adjacent property owners for the use of public and private property, as the Contractor deems necessary for operations. 2. Any requirement for at-grade railroad crossings other than public at-grade railroad crossings, use of the right-of-way for the Contractor's equipment, vehicles, or Materials shall be as approved by the Engineer. 3. Staging and lay down areas not covered in the Contract Documents shall be requested in writing and approved by the Engineer. This approval may or may not be granted by the Engineer. No equipment may be operated or Materials stored or placed for any period of time in unfenced areas closer • than 25 feet from live tracks unless an SCRRA EIC is present. The Contractor shall provide a fence to enclose each lay down or staging area within the right of way. 4. The Contractor may, upon approval of the Engineer, construct temporary private railroad crossings for the purpose of performing the Work required. An SCRRA EIC shall be provided at all such crossings at all times during construction. A physical barrier shall be provided to protect the crossing when not in use for construction. Access across the crossing may be limited by the presence of trains on the live track as described in Section 01041, Coordination with SCRRA. Temporary crossing(s)shall be removed upon completion of the Work. Contractor shall submit plans for the Engineer's approval. 5. Upon completion of the Project, Contractor shall restore access and staging areas to a condition that is equal to or better than that prior to Contractor entry and as accepted by the Engineer. All residual Materials shall be removed and all areas used shall be bladed smooth upon completion of use. Drainage on all areas impacted by the Project shall be restored to a condition that assures that no water ponds on the right of way and that assures no water is diverted to drain to the track structure. • 6. Suggested construction staging plans included in the Contract Drawings represent an SCRRA-approved work plan. The Contractor may submit an Vereda Bikeway Underpass 01100 - 4 Issued: 09.26.05 Section 011,00 Procedures In Construction Page 5 of 7 • alternative staging plan for review by the Engineer. The alternative staging plan must be accepted by the Engineer prior to undertaking the Work in accordance with the alternative staging plans. 7. Fences, walls, signs, and gates affected by Contractor's access to the Right of Way shall be restored to full serviceability prior to demobilization. B. Contractor shall confine Worksite operations to areas permitted by law, ordinances, permits, and the Contract. C. Contractor shall consider the safety of the Work, train operations personnel, and property on and adjacent to the Worksite when determining amount, location, movement, and use of Materials and equipment on Worksite. D. Contractor shall not load Worksite with excessive amounts of Material, equipment or other items, which have the potential to interfere with the Work or with train operations. E. Contractor shall protect products, equipment, and Materials stored on Worksite. F. Contractor shall relocate stored products, equipment and Materials, which interfere with train operations, public and private utilities, or the visibility at • railroad crossings. No material may be stored or stockpiled within 250 feet of an open Public Road Crossing. G. Contractor shall coordinate operations and secure additional storage/work areas at no cost to the SCRRA with the property owners as needed for the proper execution of the Work. Contractor shall adhere to the noise levels and hours of Local Ordinances, except as provided and approved in the SSWP H. Contractor shall coordinate scheduling of Work to be performed on private property with property owner and property tenant to minimize inconvenience to the property owner and property tenant. I. Contractor shall protect the general public and residents within Worksite boundaries from Work-related activities; and shall not unnecessarily inconvenience those persons by Work activities. J. Contractor shall submit proposed location of staging areas for the Engineer's approval. K. Contractor will preserve and relocate if necessary roadway signs (mileposts, speed • limits, "no trespassing", station signs, crossing whistle signs, etc.) during the full period of construction. Contractor will confer with the City or SCRRA for proper Vereda Bikeway Underpass 01100 - 5 Issued: 09.26.05 Section 011% Procedures In Construction Page G of 7 location and orientation of relocated signs. Contractor will protect at grade crossing • warning signs and signals. Crossing warning signs and signals will be relocated or revised by others. Roadway signs damaged by Contractor may be replaced by Contractor within 36 hours of discovery, if not replaced within that time, the City or SCRRA's maintenance crew or contractor will replace the sign(s) and the cost of such replacement deducted from the mobilization/demobilization payment due the Contractor. L. Contractor will preserve drainage facilities throughout the duration of the work so that there is no ponding or accumulation of water in any worksite area, there is no flow of water diverted toward the track or out of normal drainage channels, and all culvert inlets and outlets are kept free of debris. M. Except where specifically designated in the design of the work, Contractor will preserve the ability of maintenance contractors to access the right of way using highway vehicles. If the original right of way roads become blocked with contractor's materials, equipment, or excavations or spoils, alternate routes must be arranged. ,N.. Contractor will preserve the existing track ballast by preventing the placement of soil or aggregate base material onto, over, or against the existing ballast section. The Contractor, at his own expense, shall remove existing ballast that becomes contaminated due to the actions of the Contractor and replace it with clean ballast. • O. Contractor will preserve existing right of way fences and walls and will replace any such fences or walls damaged during the work to the satisfaction of the owner(s) of the fences or walls. 1.09 WORD ZONE LIMITATIONS OF SITE A. In addition to site utilization limitations and requirements indicated on Contract Documents, Contractor shall divide available space equitably among subcontractors and other entities needing access and space so as to produce best overall efficiency in performance of total Work of Project. B. Contractor shall schedule deliveries so as to minimize space and time requirements for storage of Materials and equipment on site, with minimal disruption to the adjoining site owners and operations. Pick up and delivery requiring vehicular traffic adjacent to tracks shall be performed only during normal working hours and as approved by the Engineer. • Vereda Bikeway Underpass ___ _ __ __ 01100 - 6 __Issued:49.26.03 Section'01PDO Procedures In Construction Page 7 of 7 1.10 POLLUTION CONTROLS • A. Contractor shall conduct all operations for the execution of the Project in compliance with all applicable Federal, State, and local regulations controlling pollution and noise levels due to construction work in accordance with Section 01620, Legal Relations and Responsibilities. 1.11 CITY NOTIFICATION.WARNING SIGNS & DETOUR PLAN A. One week prior to construction, the Contractor shall provide and erect City notification and warning signs at the locations shown on the plans or marked on the field and agreed by the Engineer. The signs shall be removed within one week of completion of the construction. The details of locations, numbers, sizes, color and material used will be provided by the City. The City will provide a black and white Xerox copy of the City Logo from which the Contractor shall make stencil(s) for marking the signs. The stencil(s) shall become the property of the City. Signage shall notify bikeway users that the bikeway is closed due to the subject construction work and shall include start and ending dates of construction. B. Detour plan will be provided by the contractor as per instruction of the Engineer. • PART 2—PRODUCTS: NOT USED PART 3—EXECUTION: NOT USED PART 4 - MEASUREMENT AND PAYMENT No separate measurement or payment shall be made under this Section. END OF SECTION • Vereda Bikeway Underpass 01100 - 7 Issued: 09.26.05 • SECTION 01200 CONTRACT MEETINGS PART 1 - GENERAL 1.01 DESCRIPTION A. This Section provides information regarding the initial construction meeting, regular contract progress meetings and other meetings. B. The explanations verbally provided by the Engineer during meetings do not amend, supersede or alter the terms or meaning of any Contract Document and the Contractor shall not claim reliance on such explanations as a defense to any breach or failure by the Contractor to perform as specified in the Contract. 1.02 INITIAL CONSTRUCTION MEETING A. The Initial Construction Meeting will be scheduled by the Engineer after the Contractor has been provided the written Notice to Proceed. • B. The Engineer will distribute a notice of this meeting, along with an agenda of the subjects to be addressed at least 4 days prior to the meeting. C. The Contractor's Superintendent and staff shall attend the meeting. D. The following is a minimum agenda for the Initial Construction Meeting: 1. The Engineer will explain and discuss: a) Insurance, laws, codes, maintenance of traffic, permits, quality control, inspection and related items. b) Procedures for processing Request for Information (BFI's) and Submittals c) Monthly estimate cutoff dates. d) Partial and final payments. 2. The Contractor shall introduce, explain and discuss: a) Introduce contractor's representatives, and briefly describe each • person's responsibilities. Vereda Bikeway Underpass 01200 - 1 Issued: 09.26.05 Section 01200 Contract Meetings Page 2 of 3 b) Explain arrangements for safety, first aid, emergency actions, and • security. c) Provide and discuss a list of Subcontractors and suppliers, sequence of critical Work, the preliminary schedule for the first 90 days of construction and the submittal schedule. d) Explain plan in detail for the construction sequencing of entire Contract, general worksite layout, temporary facilities, erosion and sedimentation control plans, haul routes, noise, air and water pollution control and temporary street closing plan. e) Provide breakdown of lump sum and unit price items. f) Explain status of coordination and notification for utility Work. g) Explain use of office, storage areas and construction areas. h) Explain construction methods and coordination of Work within the provisions of the Contract Documents. i) Explain coordination with the work of subcontractors and procedures • for sharing access to the worksite. j) Explain plan for deliveries of major construction equipment and deliveries of long lead-time materials and products needed in the construction of this Contract. 1.03 PROGRESS MEETINGS A. Progress meetings will be scheduled on a weekly basis and more often as necessary by the Engineer. The Engineer will make every effort to accommodate the Contractor's availability in establishing the meeting schedule. B. Meetings will focus on the competent and timely execution of the work under the Contract. These meetings will be chaired by the Engineer. Weekly site meetings will start when contract work commences. At the weekly meetings the Contractor shall present a review of the following topics: 1. Safety and accidents. 2. Contractor's Schedule status. • 3. Progress according to the current approved CPM schedule. Vereda Bikeway Underpass -- 01200- 2 lssued:09.26.05 Section 01200 Contract Meetings Page 3 of 3 • 4. Presentation of new 28 day schedule. 5. Review of critical activities on the 28 day schedule 6. Specific late items of work. 7. Overall project schedule status 8. Contract time. 1.04 SPECIAL MEETINGS The Contractor will be advised of time, date, place and agenda for, as needed special meetings by the Engineer. PART 2—PRODUCTS NOT USED PART 3—EXECUTION • NOT USED PART 4—MEASUREMENT AND PAYMENT 4.01 MEASUREMENT AND PAYMENT No separate measurement or payment shall be made under this Section. END OF SECTION • Vereda Bikeway Underpass 01200- 3 Issued: 09.26.05 • SECTION 01300 SUBMITTALS PART 1 - GENERAL 1.01 DESCRIPTION This Section consists of requirements for Contractor Submittals to the Engineer including plans, procedures, certificates, shop drawings, product data, samples, and miscellaneous Work-related submittals. Individual Submittal requirements are specified in applicable specification section for each unit of work. 1.02 DEFINITIONS A. Submittals are categorized for convenience as follows: 1.. Plans and Procedures: Include narrative descriptions,diagrams,equipment, procedures for excavation, demolition, site clearing, maintenance of traffic, etc. • 2. Certificates: Include certified material test reports, certification of proper disposal of demolition materials, or tickets demonstrating compliance with materials, tests or specifications indicated. 3. Equipment: Include equipment specifications,manufacturer information and demonstration of suitability of equipment for intended use. 4. Product Data: Include standard printed information on materials, products and systems to be furnished by the Contractor for this Contract. 5. Samples: Include physical examples of materials either for limited visual inspection or(where indicated)for confirmation testing and analysis by the Engineer. 6. Miscellaneous Submittals: Related directly to the Work(non-administrative) include work schedule, phasing plans, warranties, guarantees, maintenance agreements, workmanship bonds, survey data and reports, physical work records, quality testing and certifying reports, copies of industry standards, record drawings, field measurement data, operating and maintenance materials, overrun stock, and similar information, devices and materials applicable to the Work and not processed as shop drawings, product data or samples. • Vereda Bikeway Underpass 01300 - 1 Issued: 09.26.05 Section 01300 Submittals Page 2 of 7 7. Some submittals may require that they be stamped by a registered professional engineer licensed in the State of California. 1.03 SCHEDULE OF SUBMITTALS A. At the start of the Work,Contractor shall identify the submittals that will be required in each section of specifications and determine the date on which each submittal will be made. The submittal schedule shall be submitted with Contractor's schedule to the Engineer for approval. B. Throughout the duration of the Contract,Contractor shall,at the Engineer's request, submit all product or procedure documentation for any activity in the Contract. 1.04 GENERAL SUBMITTAL REQUIREMENTS A. The Engineer and Contractor shall discuss at the Initial Construction meeting, the exact procedure to be adopted for the processing of submittals. Generally,submittals shall be made at the time indicated in Contractor's approved submittal schedule. Submittals shall be made to the Engineer by the General Contractor. Submittals will be processed by the Engineer within 14 days after receipt from Contractor. B. Contractor shall be responsible for on time delivery and processing of submittals so • as not to impede the progress of the Work. Contractor shall provide, unless otherwise indicated, five (5) copies of each submittal. C. Submittals shall be consecutively and uniquely numbered using a document identifier including contract number and the appropriate suffix, which will include specification section number and submittal number. D. Contractor shall,before making submittals,ensure that products will be available in the quantities and in the time required by the Contract. E. Contractor shall coordinate and sequence different categories of submittals forsame work, and interface units of work, so that one will not be delayed for coordination with another. F. Contractor shall maintain a file of all approved submittal documents on Work Site. G. Contractor shall provide permanent marking on each submittal to identify project, date,contractor,subcontractor,submittal name and similar information to distinguish it from other submittals. Include the following: 1. Submittal document identifier number. • 2. Respective Contract Drawing numbers. Vereda Bikeway Underpass 01300 - 2 Issued: 09.26.05 Section 01300 Submittals Page 3 of 7 • 3. Field dimensions as required clearly identified as such. 4. Identification of deviations from the Contract Drawings and Specifications. 5. Applicable standards, ASTM, ACI, OSHA, etc. H. Contractor shall show his executed internal review and approval marking, Submittals, which are received from sources other than through Contractor's office or which have not undergone Contractor review, will be returned "without action". I. Contractor shall be responsible for delivery of submittals in the proper specified format for each submittal category. I. Except as otherwise indicated in individual work sections, the Contractor shall comply with requirements specified herein for each indicated category of submittal. 1.05 SHOP DRAWINGS A. Unless otherwise approved by the Engineer or indicated in specific sections of the Technical Provisions, the shop drawings shall be accurately prepared to a scale sufficiently large to show all pertinent aspects of the item and its relationship to the Work. Acceptable Shop drawings sizes are. 24"x 34", 11"x17" and 8.5"x11" • depending what is required to be shown. B. Detailed work drawings shall be submitted by Contractor for temporary structures and for such other temporary work as may be required for construction but which does not become an integral part of the completed Project. Submissions shall include back-up calculations or any information needed to explain the structure or system or its intended use. C. Where a submission involves engineering computations or original design work is depicted, the submission shall show the name, the State of California registration number, seal and signature of the Professional Engineer certifying that such computations or design work are correct and in conformance with standards, codes and acceptable engineering practice. D. Printing and distribution of submitted shop and working drawings by Contractor for the Engineer's use will be by the Engineer. Review comments of the Engineer will be shown on the reproducible copy when it is returned to Contractor. Contractor shall make and distribute all copies required for his purposes. E. Where drawings are to be reviewed by others in addition to the Engineer,the number of copies of such drawings to be submitted shall be increased as directed by the Engineer at no additional cost. • Vereda Bikeway Underpass 01300 - 3 Issued: 09.26.05 Section 01300 Submittals Page d of 7 • 1.06 PRODUCT DATA A. Contractor shall collect required data into one submittal for each unit of work or system;and mark each copy to show which choices and options are applicable to the Project. B. Contractor shall include the manufacturer's standard printed recommendations for application and use, compliance with standards, notation of field measurements, which have been checked,and special coordination requirements.A Material Safety Data Sheet shall be submitted for each product. 1.07 CERTIFICATES OF COMPLIANCE A. Certificates of Compliance shall be submitted by Contractor to the Engineer for those materials and products for which no samples and test results are specified. The certificates shall: 1. State that the product complies with the respective Contract Specification and Contract Drawing requirements. 2. Be accompanied by a certified copy of test results pertaining to the product. All test equipment used shall be verified to be in calibration at the time of • each test and test reports shall so indicate. No test shall be made without such verification. When requested by the Engineer certified test results shall be sealed by a Professional Engineer licensed to practice in the State of California. 3. Show product represented and its location in the Contract,producer's name, product trade name and catalog number as applicable, place of product origin, test date, testing organization's name and address, quantity of the product to be furnished,and the related Contract Drawing and Specification section numbers. 1.08 SAMPLES A. Provide samples identical with final condition of proposed materials or products for the Work. Include "range" samples (not less than three units) where unavoidable variations must be expected. B. Include information with each sample to show generic description,source or product name, manufacturer and compliance with standards and specifications. C. Samples are submitted for review and confirmation by the Engineer. TheEngineeT will not "test" samples (except as otherwise indicated) for compliance with • specifications. Contractor shall have the exclusive responsibility of demonstrating material compliance. Vereda Bikeway Underpass 01-300 - 4- ---- -- Issued: 09.26.05 Section 01300 Submittals Page'S of 7 • 1.09 SURVEY DATA A. Contractor shall submit survey data when requested by the Engineer. 1.10 GENERAL DISTRIBUTION A. Contractor shall provide additional distribution of approved submittals not included in foregoing copy submittal requirements) to subcontractors, suppliers, fabricators, and installers,governing authorities and others as necessary for proper performance of the Work. B. Contractor shall include such additional copies of transmittal to the Engineer,where required, to receive "Action" marking before final distribution. 1.11 REVIEW OF SUBMITTALS The Engineer will review submittals for general conformance with thedesign concept only. Such review by the Engineer shall not relieve Contractor or any subcontractor of responsibility for full compliance with Contract requirements; for proper design of details; for proper fabrication and construction techniques;for proper coordination with other trades; and for providing all devices required for safe and satisfactory construction and operation. • 1.12 SUBMITTAL STATUS A. Submittals reviewed by the Engineer and returned to Contractor will be marked with one of the following designations: 1. Conforms. 2. Conforms as Noted. Make Corrections As Noted. 3. Revise and Resubmit. 4. Rejected. 5. Submit Specified Item. 6. No action taken B. Contractor shall not proceed with procurement,manufacture or fabrication of items submitted for review,until such submittals have been designated by the Engineer as "Conforms" Conforms as Noted" or "Make Corrections As Noted". Failure by Contractor to receive timely submittal approval shall not relieve Contractor from • conforming to Contract quality, cost and schedule requirements. Vereda Bikeway Underpass 01300 - 5 Issued: 09.26.05 Section 01300 Submittals Page 6 of 7 • 1.13 SUBMITTALS DESIGNATED AS"CONFORMS"OR"MAKE CORRECTIONS AS NOTED" A. Each copy of the submittal so designated by the Engineer will be identified accordingly by being so stamped and dated. B. One reproducible copy will be retuctted to,Contractor. C. When a submittal has been designated as"Conforms"by the Engineer,construction shall be carried out by Contractor in accordance therewith and no further changes made therein except upon written instructions from the Engineer. D. Contractor shall take responsibility for, and bear all cost of damages, which may result from the ordering of any material or from proceeding with any part of the Work prior to being marked "Conforms" or "Make Corrections as Noted" by the Engineer. E. Where drawings are stamped "Conforms as Noted Make Corrections as Noted"the Engineer shall indicate the corrected detail or information as required. F. Submittals stamped "Conforms as Noted Make Corrections As Noted": shall be revised to show the corrections, resubmitted within 30 calendar days prior to • fabrication. G Submittals stamped "Conforms" does not relieve the contractor from the responsibility of performance of work as intended in the plans and specifications. 1.14 SUBMITTALS TO BE RESUBMITTED A. If corrections to the submittals are required, copies returned to Contractor will be marked "Rejected, or "Revise and Resubmit" or "Submit Specified Item"and the required corrections shall be made on the re-submittal copies. One reproducible copy will be returned to Contractor for correction. B. Resubmissions will be handled in the same manner as first submissions. Direct specific attention, in writing or on resubmittals, to revisions other than the corrections requested by the Engineer on previous submittals. Resubmittals shall use the same number as original submittal but will be modified by R and number of resubmittal in the suffix. C. Contractor shall notify the Engineer,prior to execution,of any correction indicated on the submittals, which constitutes a change of the Contract requirements. • PARTS 2 AND 3 - NOT USED Vereda Bikeway-Underpass 01300 - 6 Issued: 09.26.05 Section 01300 Submittals Page 7 of 7 • PART 4-MEASUREMENT AND PAYMENT 4.01 MEASUREMENT AND PAYMENT No separate measurement or payment shall be made under this Section. END OF SECTION • • Vereda Bikeway Underpass -- 01300 - 7 Issued: 09.26.05 • SECTION 01305 CONTRACTOR'S REQUEST FOR INFORMATION PARTI - GENERAL 1.01 DESCRIPTION This Section covers the general requirements for Contractor's Requests for Information (RFI), and pertains to all portions of the contract documents. 1.02 DEFINITION Request for Information:A document submitted by the Contractor requesting clarification of a portion of the contract documents, hereinafter referred to as RFI. 1.03 CONTRACTOR'S MUESTS FOR INFORMATION A. When the Contractor is unable to determine from the contract documents,the exact material,process or system to be installed,the Engineer shall be requested to make a • clarification of the indeterminate item. Wherever possible,such clarification shall be requested at the next appropriate project meeting,with the response entered into the meeting minutes. When clarification at the meeting is not possible,either because of the urgency of the need,or the complexity of the item, Contractor shall prepare and submit an RFI to the Engineer. B. Contractor shall endeavor to keep the number of RFPs to a minimum. In the event that the process becomes unwieldy, in the opinion of the Engineer, because of the number and frequency of the RFI's submitted, the Engineer may require the Contractor to abandon the process and submit all requests as either submittals, substitutions or requests for change. C. RFI's shall be submitted on a form provided by, or approved by, the Engineer. Forms shall be completely filled in, and if prepared by hand, shall be fully legible after copying by xerographic process. Each page of attachments to RFPs shall bear the RFI number in the lower right hand comer. Each RFI shall reference a drawing number and specification section. D. RFPs from subcontractors or material suppliers shall be submitted through,reviewed by, and signed by the Contractor prior to submittal to the Engineer. E. Contractor shall carefully study the contract documents to assure that the requested • information is not available therein.RFI's which request information available in the contract documents will not be answered by the Engineer. Vereda Bikeway Underpass 01305 - 1 Issued: 09.246.05 Section 01305 Contractor's Request for Information Page 2 of 2 • F. In all cases where RFI's are issued to request clarification ofcoordination issues,for example, pipe and duct routing, clearances, specific locations of work shown diagrammatically, and similar items, the Contractor shall fully lay out a suggested solution using drawings or sketches drawn to scale, and submit these with the RFI. RFI's,which fail to include a suggested solution, will not be answered.. G. RFI's shall not be used for the following purposes: I. To request approval of submittals. 2. To request approval of substitutions. 3. To request changes which entail additional cost or credit. 4. To request different methods or performing work than those drawn or specified. H. In the event the Contractor believes that a clarification by the Engineer results in additional cost,Contractor shall not proceed with the work indicated by the RFI until a change order is prepared and approved. Answered RFI's shall not be construed as approval to perform extra work. I. Unanswered RFI's will be returned with a stamp or notation: Not Reviewed. • J. Contractor shall prepare and maintain a log of RFI's, and at any time requested by the Engineer, Contractor shall furnish copies of the log showing all outstanding RFI's. Contractor shall note all unanswered RFI's in the log. K. Contractor shall allow for 14 days review and response time for RFI's. PARTS 2 and 3 - Not used. PART 4—MEASUREMENT AND PAYMENT 4.01 MEASUREMENT AND PAYMENT No separate measurement or payment shall be made under this Section. END OF SECTION • Vereda Bikeway Underpass 01305 -2 Issued: 09.26.05 • SECTION 01310 CONTRACTOR'S CONSTRUCTION SCHEDULE AND PROGRESS REPORTING PART 1 - GENERAL 1.01 DESCRIPTION This section specifies the requirements for preparation of a preliminary schedule, the Contractor's Construction Schedule and related narratives and progress reports as specified or as otherwise modified and approved by the Engineer. 1.02 SUBMITTALS A. The Contractor shall submit, under the provisions of 01300, Submittals, the following information: 1. Preliminary Schedule (with narrative) 2. Contractors Construction Schedule • 3. Monthly Progress Reports 1.03 MILESTONES A. The Contractor shall incorporate milestones and construction staging into all areas of the scheduling process and shall include such items as: 1. Material lead time including anticipated delivery for girders, piles, etc. 2. Construction phasing for different stages and areas of work including SCRRA Force Account interface requirements and staging. 3. Beginning and completion dates of each area of construction (i.e. Bridge) which shall include all stages of work including the work to be to performed by SCRRA, MCI utility installation, Excavation for the Bikeway, Retaining walls construction, Installation of storm water drain system, Sewer system and pavement construction and each primary segment of work including demolition and removal, site clearing, earthwork, bridge construction, etc; • Vereda Bikeway Underpass 01310- 1 Issued: 09.26.05 Section 01310 Contractors Construction Schedule Page 2 of B and Progxess Reporting • 1.04 PRELIMINARY SCHEDULE A. A Preliminary Schedule covering the first ninety (90) days of work, in bar chart format shall be submitted at the Initial Construction meeting, and be accompanied by a narrative description. The narrative shall describe the Contractor's approach to mobilization, procurement, and construction during the first 90 days. The Contractor shall also include a submittal schedule as specified in Section 01300, Submittals. B. The schedule shall be related to the entire project and shall indicate the dates for the starting and completion of the various stages of the work, and shall be subsequently revised as required by the conditions of the Work subject to the Engineer's approval. C. The schedule shall show all significant work tasks scheduled to occur during the first 90 days, including mobilization, procurement, coordination, permits, as well as construction activities including demolition site clearing, etc. Include and identify subcontractors and perspective work areas. D. Identify work items or milestones that affect or are affected by the SCRRA Force Account work, the Agency, utilities, and other third parties including subcontractors. • 1.05 CONTRACTOR'S CONSTRUCTION SCHEDULE A. A detailed time-scaled construction schedule with tabular report and narrative shall be submitted by the Contractor to the Engineer before the start of construction. The Contractor's scheduling methods used shall be generally as described in the Associated General Contractor's Publication titled "CPM in Construction." B. The Contractor's construction schedule shall show the sequence, duration in calendar days, and interdependence of activities required for the complete performance of all Work. The Contractor's schedule shall begin with the date of issuance of Notice to Proceed and conclude with the date of Final Completion indicated in the Contract. C. The Contractor shall coordinate the scheduling of his activities so as to minimize the dependency of the progress of his work on the completion of work by others. Where such completion of work is critical to the completion of the Contract Work by the Contractor, the Contractor shall so indicate with a stated late completion date for each critical activity in his schedule. D. The Contractor shall prepare construction schedule before initial construction • meeting. The Schedule shall include the following: Vereda Bikeway Underpass 01310 - 2 Issued: 09.26.05 Section'01310 Contractor's Construction Schedule Page 3 of 8 and Progress Reporting • 1. Division of work in major activities or classes of work (i.e. mobilization, access, material procurement, permits, excavation, bridge construction and completion, grading, installation of drainage pipes, etc). Consider construction staging provisions and interrelations of operations for staging as shown on the Contract Drawings. 2. A work activity is defined as any activity requiring time and ,resources . (manpower, equipment and/or material) to accomplish. Activity durations will be in calendar days. Construction activity durations should be between 5 and 30 calendar days. Exceptions may be approved by the Engineer where sub-schedules will be used to define critical portions of prime schedules,materials delivery,key signal design submittals,etc. 3. The order, sequence, and interdependence of all significant work activities including construction; procurement, fabrication, and delivery of critical or special materials and equipment, etc. 4. Contract Milestone dates as specified in the Contract Documents. 5. Division of Work into major work areas (i.e. Bridge Construction, Grading, Drainage, Retaining walls, Bikeway). Identify SCRRA Force Account Work in total construction sequence. • 6. Manpower required to perform the Work in total man-hours by craft for each activity. 7. All activities that require unusual shift work, such as two shifts, 6 day work week, shall be clearly identified in the schedule. 8. Identify work activities of Agency, SCRRA, public and private utilities (MCI, etc), and other third parties that may affect or be affected by the Contractor's activities and lead times required to coordinate activities. 9. Each activity shall be labeled with an alphanumeric work breakdown structure/sorting/selection code as directed by the Engineer. E. The work activities making up the schedule shall be of sufficient detail to assure that adequate planning has been done for proper execution of the work and such that, in the judgment of the Engineer, it will be capable of evaluating the progress of the work. F. Payment to the contractor shall not be made until the Contractors Construction Schedule is received and approved by the Engineer for the initial as well as interim schedule submittals. A continued failure to supply such schedule data • shall be grounds for declaring the Contractor in default of the Contract. Vereda Bikeway Underpass 01310 - 3 Issued: 09.2-6.05 Section 01310 Contractor's Construction Schedule Page 4 of 8 and-Progress Reporting • 1.06 NETWORK DIAGRAM DETAILS A. The Contractor's Construction Schedule shall be comprised of a detailed network diagram and shall include the following: 1. Time scaled network diagrams based on calendar days and shall be critical path method (CPM) precedence format showing the sequence and interdependence of activities required for complete accomplishment of all items of work. A calendar shall be shown on all sheets. 2. Each activity shall be plotted so that the start/finish dates can be determined graphically (by comparison) with the calendar scale. 3. Each SCRRA Work Activity as indicated on the Contract Drawings shall be in the network diagram. The diagram shall clearly indicate the latest possible completion date for the SCRRA Work Activity to allow for completion of all Contract Work by the Contractor within the Contract time. 4. All network diagrams shall be drawn legibly and accurately on "D" size media. • 5. Each activity shall be labeled with a complete description, planned duration in calendar days and total float time. 6. The schedules shall accurately indicate the sequence and interdependency of all work activities. 1.07 NETWORK DIAGRAM TABULAR REPORT A. The detailed network diagram shall be accompanied by computer generated reports, in tabular format prepared as follows: 1. All activities sorted by activity number and also including predecessor and successor relationships, lag and lead-time. Each listing shall show activity number, description, location, responsibility, total duration in calendar days, early start date, late start date, early finish date, late finish date, total float, free float and status (whether critical or completed) for each activity in the network diagram. 2. All activities sorted by TF(total float) ES (early start). • 3. All activities sorted by activity responsibility sub-sorted by total float, early start. Vereda Bikeway Underpass 01310 - 4 Issued: 09.26.05 Section 01310 Contractor's Construction Schedule Page 5 of 8 and Progress Reporting • 1.08 NARRATIVE REPORT A. A narrative shall be included that explains the basis for the Contractor's determination of construction logic and estimated durations and required manhours. It shall include estimated quantities and production rates, hours per shift, work days per week, and types; numbers, and capacities. of major construction equipment to be used. 1.09 SUBMITTAL OF SCHEDULES A. The Contractor shall submit to the Engineer for review, two (2) copies of the Network Diagram of the Contractor's construction schedule within forty five (45) calendar days after receiving the Notice to Proceed, and updated versions once every month or as otherwise approved by the Engineer. B. The Contractor's construction schedule, when accepted by the Engineer, shall stand until updated schedules are submitted to reflect actual -completed work, approved changes, or recognized delays. C. An "As-Built" schedule shall be submitted as specified in Section 01720, Contract Record Documents. • 1.10 REVISIONS TO ACCEPTED SCHEDULE A. The Contractor shall accomplish the work in accordance with the Contractor's construction schedule as accepted by the Engineer. Changes made to the Contractor's construction schedule for accomplishing the work shall in all cases require prior acceptance by the Engineer. B. Approved change orders that affect the schedule, and issuance of emergency change authorizations shall be reflected in the next schedule submittal by the Contractor. C. If the Contractor desires to make a change to the Contractor's construction schedule, he shall notify the Engineer in writing stating the reasons and justification for the change. If the Engineer considers the change to be a major change from the previously accepted schedule, the Engineer may require the Contractor to revise and submit within ten (10) calendar days after notification, for acceptance, the affected portions of the Network Diagram and analysis to show the effect on the entire project. Major changes are defined as follows: • 1. Those which affect the time estimate for the accomplishment of an activity. Vereda Bikeway Underpass- 01310 - 5 Issued: 09.26.05 Section 01310 Contractor's Construction Schedule Pageb of 8 and Progress Reporting • 2. Those which affect the sequence when varied from the original schedule to a degree that there is doubt that the agreed Contract Completion Date will be met. D. Changes to activities having adequate float shall be considered as minor changes, except that an accumulation of minor changes may be considered a major change when the affect of such changes impact the Contract Completion date. 1.11 PROGRESS REPORTING A. Once each month on a date established by the F-ngineer, the Contractor shall submit a monthly Progress Report consisting of an updated Construction Schedule reflecting progress to date, estimated start and completion dates for activities not yet begun, status of ongoing activities, approved changes to the work and any schedule revisions, and a written narrative. B. The monthly submittal to the Engineer shall be accompanied by two (2) copies of a bound report. The bound report shall include the information described in the Contractor's Schedule Narrative Report outline listed below: 1.12 CONTRACTOR'S SCHEDULE NARRATIVE REPORT OUTLINE • A. The Contractor's schedule narrative report shall contain the following: 1. Description of problem areas '(referenced to change order or claim numbers, as appropriate) 2. Current and anticipated delays not resolved by approved change and order,including: a. Cause of the delay. b. Corrective action and schedule adjustments to correct the delay. C. Known or potential impact of the delay on other activities, milestones, and project completion date. 3. Changes in construction sequence; 4. Pending items and status thereof (status report) including but not limited to: a. Permits • b. Pending change orders Vereda Bikeway Underpass 01310 - 6 Issued: 09.26.05 Section-01310 Contractor's Construction Schedule Page 7 of 8 and Progress Reporting • C. Time extension requests d. Other items 5. Contract completion date status. 6. If ahead of schedule, the number of days ahead. 7. If behind schedule, the number of days behind. 8. Other project or scheduling concerns such as open issues, information required and/or required decisions. 9. An updated network diagram. 10. Tabular report as specified in 1.07 including a listing of completed activities and activities in progress. B. Predicated upon the results of the Engineer's review of monthly submissions of the updated network diagram and schedule narrative, the Contractor may be required to revise the Contractor's construction schedule. • C. Conditions under which a revision will be made include the following: 1. When a delay in completion of any work activities or sequence of work activities results in an indicated extension of the project completion or interim milestone dates detailed herein by thirty (30)calendar days. 2. When delays in submittals or equipment or material deliveries, or work stoppages are encountered which make replanning or rescheduling of the work necessary. 3. When the schedule does not represent the actual prosecution and progress of the project. D. All revisions and additions to the Contractor's construction schedule are subject to review and acceptance or rejection by the Engineer. E. If at any time during the project, the Contractor fails to complete any activity by its latest scheduled completion date, which late completion will impact the end date of the work past the contract completion date, the Contractor shall within five (5) working days, submit to the Engineer a written statement as to how and when the Contractor will reorganize his work force to return to the current Contractor's construction schedule. Whenever it becomes apparent from the • monthly progress evaluation and updated construction schedule data that any Vereda Bikeway Underpass 01310 - 7 Issued: 09.2,6.05 Section 01310 Contractor's Construction Schedule Page 8 of 8 and Progress Reporting milestone date(s) or the Contract completion date will not be met, the Contractor • shall take some or all of the following actions: 1. Increase construction manpower in such quantities and crafts as shall substantially eliminate the backlog of work and meet the Contract completion date. 2. Increase the number of working hours per shift, the number of shifts per day, the number of work days per week, or the amount of construction equipment, or any combination of the foregoing sufficient to substantially eliminate the backlog of work. 3. Reschedule work items to achieve concurrent accomplishment of work activities. F. Under no circumstances will the addition of equipment or construction forces, increasing work hours, or any other method, manner, or procedure to return to the contractually required completion date be considered justification for a change order or treated as an acceleration. PART2 -PRODUCTS NOT USED • PART 3 - EXECUTION NOT USED PART 4 - MEASUREMENT AND PAYMENT A. No separate measurement and payment shall be made under this section. END OF SECTION • Vereda Bikeway Underpass 013)0 - 8 Issued: 09.26.05 • SECTION 01370 SCHEDULE OF VALUES PART1 - GEN$RAL 1.01 DESCRIPTION Under this section, the Contractor shall prepare and submit a Schedule of Values and a Schedule of on-Worksite Material Allowances as Referenced in SSPWC and if the schedules are affected by Change Orders, the Contractor shall prepare and submit updated copies of the schedules under this section. 1.02 SUBMITTAL A. The Contractor shall submit, under the provisions of Section 01300, Submittals, submit Schedule of Values and include the following information: 1. Identify items in the Schedule of Value and Material Allowances with the Specification Section numbers, Specification Section title, and Bid Item number. • 2. Upon request by the Engineer, support values given with data which will substantiate the correctness of the values. B. Schedules will be used only as a basis for Contractor's Application for Progress Payment. 1.03 REVIEW AND RESUBMITTAL A. If review by the Engineer indicates that changes to the schedules are required, the Contractor shall revise and resubmit schedules in the same manner as the original schedules were prepared and submitted. 1.04 PREPARING SCHEDULE OF VALUES A. The Contractor shall, upon approval by the Engineer, break down bid Item costs as follows: 1. Delivered cost of product, with taxes paid. 2. Total installation cost, with overhead and profit. B. Break down costs of each lump sum and, in accepted circumstances, unit price • Bid Item to list major products and major operations for which Contractor seeks to receive progress payments to recover his costs for that Bid Item. Vereda Bikeway Underpass 01370- 1 Issued: 09.26.05 Section 01370 Schedule of Values Page 2 of 2 • C. Upon application from the Contractor, Engineer may waive requirements of Paragraphs 1.04 A, and B. 1.05 PREPARING SCHEDULE OF MATERIAL ALLOWANCES A. The Contractor shall separate schedules of unit prices and indicate whether products will be stored on the Worksite, or off the Worksite. The Contractor's schedules shall show quantities and types of products which will be stored. B. Schedule of on-site Material Allowances shall consist of a detailed cost breakdown for materials which will be temporarily stored prior to their being installed, and for which the Contractor seeks partial payments. C. Allowances consist of only the net cost of the product, the cost of delivery and unloading at the storage site, and the cost of sales taxes. PART2 - PRODUCTS NOT USED PART 3 - EXECUTION • NOT USED PART 4 - MEASUREMENT AND PAYMENT A. No separate measurement and payment shall be made under this section. END OF SECTION • V ereda Bikeway Underpass 01370 - 2 Issued: 09.26.05 • SECTION 01400 QUALITY CONTROL PART 1 - GENERAL 1.01 DES RIPTION This Section identifies the Quality Control(QC)activities to be performed by the Contractor and the Quality Assurance(QA)activities to be performed by the Engineer. The Contractor shall perform all work associated with demonstrating conformance to material specifications as stated in the technical sections of the specifications. The Agency or the Agency's Engineer shall perform field-testing and inspections during the work to assure conformance to the Contract Documents. 1.02 QUALITY ASSURANCE/CONTROL.OF INSTALLATION A. Work of this Contract will be under the direct supervision of the Engineer. The Engineer will inspect the construction and may employ the services of certified testing laboratories to confirm conformance to the specifications. • 1.03 INSPECTIONS AND TESTING A. Inspections and tests performed by the Engineer are not intended to limit Contractor's Quality Control Program. Contractor shall perform field quality control, including inspections and testing for work performance,in accordance with the specifications. Contractor shall conform to the following: 1. Cooperate with Engineer, his inspection firm, or any other agency having jurisdiction for certain inspection work;furnish samples of materials,design mix, equipment, tools, storage and assistance as requested. 2. Coordinate with Engineer so that testing and inspection may be performed during the operations. 3. Afford reasonable access to Engineer or agencies performing tests and inspections. B. Required inspection and testing services performed by the Engineer are intended to assist in determination of probable compliances of the work with requirements,but do not relieve the Contractor of responsibility for the compliance, or general fulfillment of requirements of Contract Documents. • C. Field inspections and tests to verify conformance with the requirements shall be Vereda Bikeway Underpass -01400- 1 Issued: 09.26.05 Section 01400 Quality Control Page 2 of 4 executed by the Engineer. • D. When the specifications,laws,ordinances,rules regulations,or orders of any public agency having jurisdiction,require the Engineer's inspections or tests,the Contractor shall notify the Engineer 48 hours in advance to the inspection or test. E. Inspection and tests, conducted by persons or agencies other than the'Contractor, shall not in any way relieve the Contractor of his responsibility and obligation to meet all specifications and the referenced standards. 1.04 DOCUMENTATION A. All activities necessary to satisfy the referenced standards and specifications shall be designated by written procedures through the submittal process. B. The Contractor shall not change or alter approved submittals, procedures, specifications,drawings or any other pertinent documentation without the Engineer's written authorization. 1.05 MATERIAL QUALITY CONTROL PROVISIONS A. All materials required for the Contract shall be new except where specified otherwise. The Engineer may elect, and reserves the right, to perform inspections • and tests at the place of the manufacture,the shipping point,or at the destination,to verify conformance to applicable specifications. B. Nonconforming materials, whether in place or not, will be rejected by the Engineer or his representative with written notification to the Contractor to correct or remove the defective materials from the Project. C. Materials accepted on the basis of a Certificate of Compliance may be sampled, inspected and tested by the Engineer or its representative at any time. Aceeptanceon the basis of such certificate shall not relieve the Contractor of his responsibility to use materials, which conform to the specifications. 1.06 CONTRACTOR'S RESPONSIBILITY A. Contractor shall impose upon his suppliers the same QC requirements, including inspection and test procedures, as imposed upon him by the specifications and referenced standards. B. The Contractor shall apply controls, designed to ensure that all materials supplied meet the requirements and specifications. C. Inspections and tests performed by the Engineer shall not relieve the Contractor`from • the responsibility to meet the specifications, nor shall such inspections/tests be Vereda Bikeway Underpass 01400- 2 Issued:09.26.05 Section 01400 Quality Control Page 3 of 4 considered to be a guarantee for acceptance of materials that will be delivered at a • later time. D. Contractor shall conform to requirements of Contract Drawings and Specifications, and perform work in a manner, which is in accordance with industry standards and those standards referenced. E. The Contractor shall monitor quality control over suppliers,manufacturers,products, services,site conditions,and workmanship,to produce finished work in accordance with the Contract Drawings, Specifications and directions of the Engineer. F. The Contractor shall comply fully with manufacturers'instructions, including each step in sequence. G. Should manufacturer's instructions conflict with Contract Documents,the Contractor shall request clarification from Engineer before proceeding. H. The Contractor shall comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. I. The Contractor shall have work performed by persons qualified to produce workmanship of specified quality. • J. The Contractor shall secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.07 CORRECTIVE ACTION A. Non-conformance shall be identified and corrected as soon as possible as directed by the Engineer. Corrective actions shall be taken to preclude recurrence. 1.08 PERSONNEL QUALIFICATIONS A. The Contractor's personnel performing special processes (e.g., welding) or inspection/test tasks shall have the experience, training, and certification commensurate with the scope, complexity, or nature of the activity. Certification credential by supplier or manufacturer of materials or equipment will be provided when requested by the Engineer or required by the Specifications. B. Records of personnel qualifications shall be maintained by the Contractor at the field • office. Vereda Bikeway Underpass__ 01400- 3 Issued: 09.26,05 Section 01400 Quality Control Page 4 of 4 1.09 RETESTING • A. Retesting required because of nonconformance to the specified requirements shall be performed by the Engineer or his independent testing firm. Payment for retesting will be charged to the Contractor by deducting inspection or testing charges from the Contract Sum/Price. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED PART 4 - MEASUREMENT AND PAYMENT A. No separate measurement and payment shall be made under this section. END OF SECTION • • Vereda Bikeway Underpass_ 01400 - 4 Issued: 09.26.05 • SECTION 01420 REFERENCE STANDARDS PART 1 - GENERAL 1.01 DESCRIPTION This section provides a Schedule of Reference Standards cited in these specifications and outlines quality assurance and conformance requirements for standards. 1.02 QUALITY ASSURANCE A. For products or workmanship specified by association, trade or Federal Standards, the Contractor shall comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Contractor shall conform to reference standard by date of issue current as of date of Agency-Contractor Agreement. C. Contractor shall maintain the latest copy of applicable sections of standards at jobsite during submittals, planning, and progress of specific work, until substantial completion,and shall make the standards available for Engineer's use upon request. • D. Should specified Reference Standards (those standards listed in the Schedule of References in addition to those codes and regulations specified elsewhere in the specifications) conflict with the Contract Documents, Contractor shall request clarification from Engineer before proceeding. If conflict exists,the specification as determined by the Engineer shall apply. E. Contractual relationship of the parties in this Contract, as well as the general conditions of this contract,shall not be altered by mention or inference otherwise in any reference document. 1.03 SCHEDULE OF REFERENCES A. AAR Association of American Railroads B. ACI American Concrete Institute C. AGC Association of General Contractors D. ANSI American National Standards Institute E. AREMA American Railway Engineering and Maintenance Association • F. ASTM American Society for Testing and Materials Vereda Bikeway Underpass 0I420- 1 Issued: 09.26.05 Section 01420 Reference Standards Page 2 of 2 • G. AWPA American Wood-Preservers' Association H. CALOSHA California Office of Safety and Health Administration I. CALTRANS State of California Department of Transportation Standard Specifications J. CPM Associated General Contractor's Publication K. CPUC California Public Utilities Commission General Orders L. CRSI Concrete Reinforcing Steel Institute M. FRA Federal Railroad Administration N. MSHA Mine Safety and Health Administration O. MUTCD Manual of Uniform Traffic Control Devices of the U.S. Department of Transportation Federal Highway Administration P. NPDES National Pollution Discharge Elimination System. • Q. NRMCA National Ready Mixed Concrete Association R. OSHA Office of Safety and Health Administration S. RTA Railway Tie Association T. SCRRA Southern California Regional Rail Authority-Track Maintenance and Engineering Standard. U. SSPWC Standard Specifications for Public Works Construction of the Joint Cooperative Committe V. USDOT-FHWA United States Department of Transportation, Federal Highway Administration W. WATCH Work Area Traffic Control Handbook PART2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED PART 4- MEASUREMENT AND PAYMENT NOT USED • END OF SECTION Vereda Bikeway Underpass 01420 - 2 - - Issued: 09.26.05 • SECTION 01505 MOBILIZATION AND DEMOBILIZATION PART1 - GENERAL 1.01 DESCRIPTION This section outlines the work of Mobilization and Demobilization for the project. Work for Mobilization and Demobilization as specified in this section consists of preparatory work and operations at the start of the Contract Work and removal of those items at Contract completion. Work Included A. Mobilization includes but is not limited to,operations necessary for the movement of personnel, equipment, supplies, and incidentals to the Work Site; for the establishment of all offices,buildings and other facilities necessary for workvn the project; and for all other work and operations which must be performed or are incidental to beginning work on the various contract items. • B. Demobilization includes, but is not limited to,operations necessary for the removal of personnel, equipment, supplies, and incidentals from the Work Site, Contractor- owned structures, facilities, materials, and debris; and for all other work and operations,which must be performed or are incidental to the completion of work of the various contract items. 1.02 DELIVERY A. Delivery to the Work Site of construction tools, equipment,materials, and supplies shall be accomplished in conformance with local governing regulations. 1.03 STORAGE A. Refer to Section 01600, Materials and Equipment. PART 2 - PRODUCTS 2.01 MATERIALS A. The Contractor shall provide construction tools, equipment,materials, and supplies of the type and quantities, which will facilitate the timely execution of the Work. • Vereda Bikeway Underpass 01505 - 1 Issued: 09.26.05 Sectionfl1505 Mobilization and Demobilization Page 2 of 3 • PART 3 - EXECUTION 3.01 EXECUTION AND REMOVAL A. The Contractor shall provide personnel,products,construction materials,equipment, tools, and supplies at the Work Site at the time they are scheduled to be installed or utilized. B. The Contractor shall locate plant or plants appropriately close to the portion of the Work for which it will be used. C. Upon completion of the Work, the Contractor shall remove construction tools, apparatus,equipment,unused materials and supplies,plant, and personnel from the job site. D. Install Project signs, if required. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT • A. The quantity of measurement for Mobilization and Demobilization shall be lump sum paid as defined in Section 4.04, Payment. No separate measurement will be made for incidental work associated with Mobilization and Demobilization. 4.02 MOBILIZATION A. The price for Mobilization shall not exceed 5% of the contract price. 4.03 DEMOBILIZATION A. The price for Demobilization shall not exceed 5% of the total contract price. 4.04 PAYMENT A. The price for the work under Mobilization and Demobilization shall be on a lump sum basis and shall constitute full compensation for establishing all general plants, shops,tools,apparatus,equipment,materials,personnel,storage areas,project signs, offices and other facilities,removal of said facilities,and all work incidental thereto necessary to complete Mobilization and Demobilization in accordance with the Contract Drawings, Specifications and directions of the Engineer. B. Payment for mobilization will be made in three equal monthly payments • commencing the first full calendar month after issuance of the Notice to Proceed (N.T.P.). Payment will be made at the discretion of Engineer and will be subject to Vereda Bikeway Underpass D1505 - 2 Issued: 09.2b.D5 Section 01505 Mobilization and Demobilization Page 3 of 3 • schedule/plan review. 1. First Payment equal to 34% of total lump sum price for Mobilization. 2. Second Payment equal to 33% of total lump sum price for Mobilization. 3. Third Payment equal to 33% of total lump sum price for Mobilization. C. Demobilization will be paid for at the lump sum price for Demobilization.Payment will be made for demobilization after cleanup is completed. D. Nothing herein shall be construed to limit or preclude partial payments otherwise provided by the Contract. PAYMENT WILL BE MADE UNDER: Item No. Description Pay Unit 01505.1 Mobilization L.S. 01505.2 Demobilization L.S. END OF SECTION • • Vereda Bikeway Underpass 01505 - 3 Issued: 09.26.05 SECTION 01545 • WORK SITE SAFETY REQUIREMENTS PART 1 - GENERAL 1.01 DESCRIPTION Work specified in this Section consists of furnishing, operating, maintaining and utilizing safety equipment and safety aids on construction equipment and assuring safe operations around active tracks. Compliance with requirements of this Section shall not relieve Contractor from other obligations imposed elsewhere in Contract, by law and by regulation. 1.02 OTHER SECTIONS WITH SAFETY REQIREMENTS A. Part F, Construction Safety Manual B. Section 01040, Rules and Hours of Operation C. Section 01041, Coordination With SCRRA • D. Section 01100, Procedures In Construction 1.03 QUALITY ASSURANCE A. Contractor's selection and operational parameters for construction equipment and tools shall meet requirements of California State and Federal Occupational Safety and Health Administration (CAL OSHA), Public Utilities Commission (PUC), Federal Railroad Administration (FRA), and requirement of SCRRA Part F - Construction Safety Manual of these Construction Documents. B. If there is a conflict between any of the above, the most stringent requirement will apply- C. pplyC. Contractor shall comply with Federal Regulation 49 CFR 214 and SORRA requirements for Railroad Safety Workplace. 1.03 SUBMITTALS A. Contractor shall submit, under provisions of Section 01300, Submittals, the following information: • Vereda Bikeway Underpass 01545 - 1 Issued: 09.26.05 Section 0154"5 Worksite Safety Requirements Page 2 of 3 1. Safety Plan: Outline project safety plan and precautions demonstrating compliance with codes and regulations. Submit safety program prior to beginning Work. 2. Name and telephone number of safety representative assigned to this Project. 1.04 SAFETY AND HEALTH PERSONNEL A. Provide a full-time Class II Safety Representative, as defined in 'SCRRA Construction Safety Manual, who shall coordinate and supervise onsite safety and health, including testing and certifying Contractor's personnel in SCRRA Railway Worker Protection requirements. Safety Representative shall have no other duties. B. Safety Representative shall be assigned full-time to this Contract, and shall not be utilized in any other SCRRA Contract without prior written consent from SCRRA. C. Safety Representative shall be responsible for overseeing safety procedures for work performed'around active tracks and shall complete the "employee in charge" (EIC) part of the SCRRA Railway Worker Protection before beginning Work. • D. Before starting work on SCRRA property, all Contractor or Subcontractor personnel working on this project within right of way of SCRRA, must attend a mandatory seminar conducted by SCRRA or the Contractor Safety Representative, at no additional cost to SCRRA, or to Contractor beyond Contractor's, sub-Contractor's employee cost. E. Watchmen equipped with suitable SCRRA approved safety equipment shall be furnished by Contractor for protection of workers involved in any work fouling active tracks. SCRRA will provide flagmen only for any situations where equipment or construction materials are located or are expected to be operating within 20 feet of active tracks. Contractor's watchmen may be required to be located at the same work sites where SCRRA has stationed flagmen, if the work extends beyond an area easily controlled by the flagman. 1.05 CONSTRUCTION AND SAFETY EQUIPMENT A. Contractor shall conform to requirements of CAL OSHA, PUC, and applicable codes and regulations of Federal, State and local authorities having jurisdiction over jobsite safety. B. Contractor shall comply with the safety standards of the Federal Railroad Administration (FRA) for bridge worker safety per 49 CFR, Part 214, and Federal • Register titled "Railroad Workplace Safety". Vereda Bikeway Underpass 01545 - 2 Issued: 09.26.05 Section 01545 Worksite Safety Requirements Page 3 of 3 • 1.06 TESTING EQUIPMENT Testing equipment as applicable to Work Site safety shall conform to requirements of California Administrative Code (CAC),Title 8, Division of Industrial Safety, unless indicated otherwise. 1.07 IDENTIFICATION OF CONTRACTORISUBCONTRACTOR PERSONNEL A. While performing Work at jobsite, Contractor personnel of any tier shall be identified with Employee's Company name or logo affixed to either Employee's hardhat, identification badge, or identified by any alternative method approved by Engineer. B. Contractor personnel shall wear hard hats, orange safety vests or orange T-shirts with reflective strips, safety glasses and safety shoes while on the Project. C. Contractor shall furnish and install two (2) safety signs constructed of 3/4 inch plywood, 48" x 96". Wording for safety signs will be furnished by Engineer. 1.08 CLEARANCE REQUIREMENTS During operations adjacent to live track, all work within 20 feet of the live track, or • within 50 feet of any main track switch, must be stopped when trains are approaching and equipment and employees moved to a safe distance from the tracks unless otherwise approved. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED PART 4 - MEASUREMENT AND PAYMENT No separate measurement or payment shall be made under this Section. END OF SECTION • Vereda Bikeway Underpass 01545 - 3 Issued: 09.26.05 • SECTION 01600 MATERIALS AND EQUIPMENT PART 1 - GENERAL 1.01 DESCRIPTION Under this section, the Contractor shall adhere to the specified provisions including transportation and handling of products and materials, storage and protection, product options, and substitutions. The Contractor shall use methods and procedures associated with this work which are acceptable to the Engineer and standard industry practice. 1.02 REGULATORY REQUIREMENTS A. The Contractor shall perform work of this section in accordance with all applicable laws, codes and requirements of agencies having jurisdiction. 1.03 PRODUCTS A. Products means new material, machinery, components, equipment, fixtures, and systems forming the Work. Products does not include machinery and equipment • used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. The Contractor shall: 1. Not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents, 2. Provide interchangeable components of the same manufacturer, for similar components as approved by the Engineer. 1.04 TRANSPORTATION AND HANDLING A. The Contractor shall transport and handle products in accordance with manufacturers instructions. B. The Contractor shall promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. C. The Contractor shall provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. • 1.05 STORAGE AND PROTECTION Vereda Bikeway Underpass 01600- 1 Issued: 09.26.05 Section 01600 Materials and Equipment Page 2 of 3 • A. The Contractor shall store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tight, climate controlled enclosures. B. For exterior storage of fabricated products, the Contractor shall place on sloped supports, above ground. C. The Contractor shall provide off-site storage and protection when site does not permit on-site storage or protection. D. The Contractor shall cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. E. The Contractor shall store loose granular materials on solid flat surfaces in a well- drained area. Prevent mixing with foreign matter. F. The Contractor shall provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. G. The Contractor shall arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under • specified conditions. 1.07 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, or substitutions approved by the Engineer. 1.08 SUBSTITUTIONS A. The Engineer will consider requests for Substitutions only within 45 days after Notice to Proceed. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. The Contractor shall document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the Contractor: Vereda Bikeway Underpass 01600- 2 Issued: 09.2,6.05 Section 01600 Materials and Equipment Page 3 of 3 • 3. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product: 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re- approval by authorities. E. Substitution request by the Contractor will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: • 1. The Contractor shall submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. The Contractor shall submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. The Engineer will notify Contractor, in writing, of decision to accept or reject request. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED PART 4 - MEASUREMENT AND PAYMENT A. No separate measurement and payment shall be made under this section. END OF SECTION • Vereda Bikeway Underpass 01600- 3- Issued: 09.26.05 • SECTION 01620 LEGAL RELATIONS AND RESPONSIBILITY PART 1 - GENERAL 1.01 DESCRIPTION This section outlines requirements and provisions regarding laws to be observed, fire prevention,protecting premises, use of explosives,access roads, construction roads,waste control,public relations and pollution controls. This Section complements requirements in other Sections. 1.02 LAWS TO BE OBSERVED The Contractor shall: A. Keep fully informed of all State and Federal laws, County and Municipal Ordinances,and all regulations that in any manner affect those engaged in the work, or the materials used in the work, or which in any way affect the conduct of the • work, and of all orders and decrees of bodies or tribunals having jurisdiction or authority over the same. B. At all times observe and comply with, and shall cause all the Contractor's agents, employees,subcontractors and invites to observe and comply with laws,ordinances, regulations,orders and decrees of bodies or tribunals having jurisdiction or authority over the work. C. Protect and indemnify Agency and all officers and employees thereof connected with the work,against any claim or liability arising from or based on the violation of any law, ordinance, regulation, order, or decree, whether by the Contractor or the Contractor's employees. D. Report to the Engineer, in writing within 3 days of discovery, any discrepancy or inconsistency discovered in the plans, drawings, specifications, or contract for the work in relation to any law, ordinance, regulation, order or decree. 1.03 COORDINATION WITH UTILITIES A. In accordance with Section 01060,Regulatory Requirements,the Contractor shall be responsible for coordination with all utility companies to assure that the location of • all utilities are clearly marked for the duration of the construction activities. Vereda Bikeway Underpass 01620- 1 Issued: 09.26.05 Section 1620 Legal Relations and Responsibility Page 2 of 7 • 1.04 FIRE PREVENTION The Contractor shall: A. Observe and comply with all Federal, State, County and local laws and,regulations pertaining to the prevention, control, and fighting of fire, and-conduct.of burning operations and shall procure all permits and licenses relative thereto. B. Supply all fire fighting equipment, supplies and personnel and perform all work required by the laws and regulations pertaining to fire prevention. If any loss or damage shall result from fire, or other cause, the Contractor shall promptly repair such loss or damage free from all expense to Agency. 1.05 PROTECTING PREMISES The Contractor shall: A. Take all precautions necessary and be responsible for maintaining all lights,guards, signs, temporary passages or other protection necessary for that purpose. B. Be responsible for any loss of or damage to materials,tools,or other articles used or • held for use in connection with the work. C. Be responsible for loss or damage as a result of fire or other cause attributable to the Contractor or sub-contractors,shall be promptly repaired by the Contractor free from all expense to Agency. The Contractor shall be responsible for any loss of or damage to materials, tools, or other articles used or held for use in connection with the work and the work shall be carried onto the completion without damage or interference with any other work or property contiguous thereto. 1.06 USE OF EXPLOSIVES Not permitted on Agency projects unless specifically detailed in the special provisions. 1.07 ACCESS ROADS AND CONSTRUCTION ROADS A. Access to the work from existing public roads,private property,or along the right-of- way of AGENCY/OCTA/SCRRA shall be arranged for and provided by the Contractor. No payment will be made to the Contractor by Agency for any work done in constructing, improving, repairing or maintaining any road or structure thereon for use in the performance of the work. Agency assumes no responsibility for the condition or maintenance of any road or structure thereon that may be used by • the Contractor in performing the work or in traveling to and from the site of the work. Vereda Bikeway Underpass 01620- 2 Issued:,09.26.05 Section 1620 Legal Relations and Responsibility Page 3 of 7 • B. Existing roads and trails shall be used whenever possible for access to the work. Construction of new access roads or use of existing roads shall be subject to approval by the appropriate governmental Agency or landowner. Temporary access roads shall be rehabilitated upon termination of the use of the road. The roads shall be graded to conform to original topography to the degree possible. Cut slopes shall be . reduced to a grade consistent,with, adjacent topography, erosion protected, .and . revegetated. C. The Contractor's haul or service road shall be located so that upon the completion of the work, a continuous road, where possible, will remain on the right-of-way throughout the entire length of the project. The Engineer will designate the location of the road. D. Where it is necessary to place a portion of the haul or service road or occupy an area off of SCRRA's right-of-way,the Contractor shall obtain written release from owner and tenant for the land involved. At the completion of the project, the area used by the Contractor shall be returned to a condition satisfactory to the landowner and duly constituted environmental agencies. , E. At locations where the right-of-way crosses existing roads, highways, or at other locations where the Contractor's equipment will cross existing roads or highways, • the Contractor shall obtain the necessary approval and permits from the proper agencies for such crossings and detours as may be required. The Contractor shall maintain such crossings and detours in safe condition for passage of traffic, shall provide flagmen and watchmen as required,and shall fumish and maintain temporary drainage structures,guard fences,lights,warning signs,and other facilities necessary to protect traffic. This work shall be considered, as incidental to other items of the contract and no direct payment will be made for any costs involved. F. All costs associated with the construction, maintenance, and removal of the haul or service road, and restoration of any area off Agency or SCRRA's right-of-way will be considered as incidental to other items of the contract and no additional payment for any of this work will be made. 1.08 WORKSITES AND WASTE MATERIAL A. The Contractor shall obtain all required approvals and bear all costs in connection with location, construction, maintenance, operation and removal of sanitation facilities and waste material from work sites. Sanitation shall conform to local,State and Federal regulation. Work sites shall be maintained in a neat and orderly condition at all times. B. A contingency plan for cleanup of accidental spillage of toxic or detrimental • materials, and for restoration of soil damaged thereby, to near-natural conditions shall be furnished to the Engineer before starting Work. The handling, storage and Vereda Bikeway Underpass 01620-3 Issued: 09.26.05 Section 1620 Legal Relations and Responsibility Page 4 of 7 • disposal of all waste material shall be done so as to avoid any pollution of rivers, streams, ponds or wells, and in compliance with all local, State and Federal environmental laws and regulations. C. Contractor shall meet the City's construction and demolition recycling ordinance requirements. 1.10 PUBLIC RELATIONS. CONVENIENCE AND NOTICE OF DAMAGE A. The Contractor shall conduct its operations so as to offer the least possible obstruction and inconvenience to the public and shall have under construction no greater length or amount of work than can be prosecuted properly with due regard to the rights of the public. The Contractor shall control temporary noise from construction equipment by using work hour controls and maintenance of muffler system on machinery. B. Construction shall be conducted so as to cause as little inconvenience as possible to abutting property owners. Convenient access to driveways, houses and buildings along the line of work shall be maintained and temporary approaches to crossing or intersecting highways shall be provided and kept in good condition. When the • abutting owner's access is to be eliminated and replaced by other access,the existing access shall not be closed until the replacement access facility is available. C. The Contractor,at its expense, shall provide adequate safeguards,safety devices and protective equipment and take any other needed action of its own volition and responsibility or which the Engineer may determine reasonably necessary to protect property,life,health and safety of the public in connection with the performance of the Work covered by the contract. D. The Contractor shall make all reasonable efforts to maintain good will among landowners, tenants, lessees, and members of the general public and shall not knowingly violate any right of such persons in the performance of the Work covered by the contract. To this end, the Contractor specifically agrees that it will not: I. leave gates, gaps, or fences open, unattended or insecurely fastened; 2. use private driveways or roadways without authority; • 3. use land beyond limits of the right-of-way without authority; Vereda Bikeway Underpass 01620- 4 Issued: 09.26:05 Section 1.620 Legal Relations and Responsibility Page 5 of 7 • 4, leave trash or debris on the land; 5, permit the personal misconduct of,its employees or the employees of any subcontractor. I . . . . . E. ]n the event the Contractor's operations cause injury to person or persons or damage to public or private property, including above and below ground structures, the Contractor shall, within twenty-four (24) hours, give notice in writing to the Engineer of such damage or injury. 1.10 ENVIRONMENTAL AND ANTI-POLLUTION A. The Contractor at all times shall observe and comply with all Federal,State,County and local laws and regulations pertaining to the environment, including but not limited to,noise,aesthetics,air quality and water quality and items of archaeological significance. Expense of compliance with such laws and regulations by the Contractor is included in the lump sum and unit prices. Water used for dust control, or pre-wetting an area to be paved, shall be provided by the Contractor as required • and no payment will be made by Agency for such water. B. Grading and other Work shall be carried on in a manner which will not create a pollution problem. Temporary construction roads,haul roads and work areas shall be maintained free from excessive dust by an approved program of sprinkling, graveling, chemical treatment, temporary asphaltic pavement or combinations thereof for the duration of the contract Work. C. The Contractor shall give special attention to the effect of his operations upon the landscape and shall take special care to maintain natural surroundings undamaged. The Contractor at its expense shall rehabilitate disturbances of lands and waters that are outside of the limits of construction when and as directed by the Engineer. D. The Contractor shall take sufficient precaution to prevent pollution of storm drains, rivers, streams, irrigation ditches and reservoirs with sediments or other harmful materials. Fuels,oils,bitumen,calcium chloride,cement or other contaminants that would contribute to the pollution of the water shall not be dumped directly into or placed where they will leech into storm drains rivers, streams, irrigation ditches or reservoirs.Operation of equipment in stream bottoms and in and around open waters • shall be carried out so as to protect the quality of ground, wetlands and surface waters. Vereda Bikeway Underpass 01620--5 Issued: 09.26.05 Section 1620 Legal Relations and Responsibility Page 6 of 7 • E. The Contractor shall be responsible for protecting adjacent properties and water resources from erosion and sediment damage throughout the life of the contract. The Contractor shall also be responsible for complying with the City's water quality ordinance and the NPDES permit. F. Contractor shall not carry on construction activities outside of the right-of-way during muddy or wet ground conditions. G. If unsuspected archeological remains are uncovered during construction, the Contractor shall stop grading operations in the vicinity of the find and notify the Engineer of said find. H. Specific actions shall be taken by the Contractor to control environmental pollution that could result from construction activities. These actions shall include,but are not limited to: • 1. reduction of air pollution by minimization of dust, containment of chemical vapors, and control of engine exhaust gases 2. reduction of water pollution by control of sanitary facilities and proper storage of fuel and other contaminants 3. control of turbidity and siltation from erosion 4. minimization of noise levels 5. disposal of waste and spoil 6. prevention of landscape defacement and damage PARTS 2 AND 3 —Not used. • Vereda Bikeway Underpass 01620- 6 - Issued: 09.26.05 Section 1620 Legal Relations and Responsibility Page 7 of 7 • PART 4—MEASUREMENT AND PAYMENT All costs associated with environmental and pollution control measures for NPDES compliance shall be paid lump sum. Item No. Description Pay Unit 01620.1 NPDES Compliance Lump Sum END OF SECTION • • Vereda Bikeway Underpass 01620- 7 Issued: 09.26.05 • SECTION 01710 CLEAN UP PART 1 - GENERAL 1.011 DESCRIPTION Under this section,the Contractor shall keep the work areas and the adjacent areas affected thereby clean and shall remove all rubbish, surplus materials,and unnecessary construction equipment. Upon completion of the Contract Work, Contractor shall restore all affected areas to satisfactory condition as determined by the Engineer. 1.02 QUALITY ASSURANCE A. In addition to the standards referenced in this Section, the Contractor shall comply with pertinent requirements of governmental agencies having jurisdiction. 1.03 JOB CONDITIONS A. The Contractor shall maintain the Work Site neat,orderly,and hazard-free until final acceptance of the Work in conformance with Federal, State and local governmental • agencies having jurisdiction including CAL OSHA requirements. B. The Contractor shall keep underground structures,Worksite walks,public sidewalks, roadways,and streets,along with public and private walkways adjacent to Worksite, free from hazards caused by construction activities. C. The Contractor shall maintain the Work Site in such a way as to permit access by the Agency or its representatives. PART2 - PRODUCTS 2.01 CLEANING MATERIALS AND EQUIPMENT A. The Contractor shall provide required personnel,equipment,and materials needed to maintain cleanliness. B. The Contractor shall use only the cleaning materials and equipment, which are compatible with the surface being cleaned,as recommended by the manufacturer of the material. C. No cleaning material shall be allowed to reach drainage system. Contractor shall not hose any material. Sweeping shall be recommended method. • Vereda Bikeway Underpass 01710- 1— Issued: 09.26.05 Section 0 17 10 Clean Up Page 2 of 2 • PART 3 - EXECUTION 3.01 REQUIREMENTS A. The Contractor shall inspect the work areas regularly for hazardous conditions caused by construction activities. B. The Contractor shall maintain all project sites in a neat and orderly manner. Upon completion of Work at any one site,the Contractor shall clean and restore all areas to original condition and to the satisfaction of the Engineer. C. On or before the completion of the Work, the Contractor shall, unless otherwise especially directed or permitted in writing, tear down and remove all temporary buildings and structures built by him; shall remove all temporary works, tools, and machinery or other construction equipment furnished by him, shall remove all organic matter and material containing organic matter in,under,and around houses, and other buildings used by him; shall remove all rubbish from any grounds which he has occupied; and shall leave the roads and all parts of the premises and adjacent property affected by his operations in a neat and satisfactory condition. 3.02 INSTALLED WORK • A. The Contractor shall clean, to the satisfaction of the Engineer, all materials and equipment installed, and on completion of the Work shall deliver same undamaged and in a fresh and new-appearing condition. 3.03 SITE RESTORATIONS A. The Contractor shall restore or replace, when and as directed, any public or private property damaged or disturbed by Contractor operations,equipment,or employees, to a condition at least equal to that existing immediately prior to the beginning of operations. To this end the Contractor shall restore or replace as required all necessary highway, driveway, walk, and landscaping work. B. Suitable materials,equipment,and methods shall be used by the Contractor for such restoration. C. The Restoration of existing property or structures shall be performed by the Contractor as promptly as the work progresses and shall not be left until the end of the Contract period. PART 4 - MEASUREMENT AND PAYMENT • A. No separate measurement and payment shall be made under this section. END OF SECTION Vereda Bikeway Underpass 01710- 2 Issued: 09.26.05 • SECTION 01720 CONTRACT RECORD DOCUMENTS PART1 - GENERAL 1.01 DESCRIPTION Work specified in this Section consists of maintaining, marking, recording and submitting Contract Record Documents and photographs. 1.02 SUBMITTALS A. Project photographs—Monthly B. As-built drawings and specifications C. As-built Contractor's Construction Schedule D. Maintenance Manuals • 1.03 CONTRACT RECORD DOCUMENTS A. Maintain one current copy of the contract record documents on site. B. Record documents shall not be used for construction purposes. C. Make documents available for inspection by the Engineer, and any local agency having jurisdiction. D. Size of documents shall be: 1. Contract Drawings — 11" x 17" 2. Shop Drawings — As originally submitted 3. Photographs— 8" x 10" 4. All other documents— 8-1/2"x 11" PART 2—PRODUCTS NOT USED • PART 3—EXECUTION Vereda Bikeway Underpass 01720 - 1 Issued: 09.26.05 Section 01720 Contract Record Documents Page 2 of 4 • 3.01 PHOTOGRAPHS After construction operations have been started at the site,the Contractor shall periodically take color photographs to show general site condition and progress of work.A minimum of ten photos shall be taken throughout each month and submitted to the Engineer by the 51h of the following month. The submittal will be the negatives and 3 copies 'of standard commercial quality 8"x 10"prints. Each print will be labeled to show date taken, location and a general description. 3.02 AS-BUILT DRAWINGS AND SPECIFICATIONS A. Record all as-built information on Contract and Shop Drawings to include: I. Horizontal and vertical location of underground utilities affected by the Work. This includes new utilities installed and utilities found and left in place. 2. Field changes of dimension and detail including As-Built elevation and location (station and offset). 3. Details not on the original Contract Drawings and any other changes to the • original Contract Drawings. 4. As-Built information shall be shown in red pencil along with RFI,Submittal or other reference-indicating source of change. B. Legibly mark up each Section of Specifications to record: 1. Manufacturer,trade name,catalog number,and supplier of each product and item actually installed. Incorporate contract record submittals. 2. Changes made by Change Orders. 3.03 AS-BUILT CONSTRUCTION SCHEDULE The most current approved construction schedule shall be marked in red pencil or ink showing all deviations occurring since the schedule was approved. 3.04 MAINTENANCE MANUALS Maintenance manuals, when specified elsewhere, shall conform to the following: A. Data may be taken directly from manufacturer's standard catalogs.Information shall • be edited or marked to show only conditions pertinent to this Contract. Vereda Bikeway Underpass - 0)720- 2 Issued: 09.26.05 Section 01720 Contract Record Documents Page 3 of 4 • B. Data shall be suitable for reproduction on standard office copy machines. C. Individual pages shall be contained in a three ring stiff covered binder. Page size shall be 8-1/2" x I I". Larger pages shall be folded to 8-1/2"x I 1". D. Manual shall include the following: 1. Table of contents 2. Contractor's name, address and telephone number 3. Name, address and telephone number for nearest manufacturer's service representative 4. Catalog, model and serial number for the installed equipment 5. Description of the normal and emergency operations of the equipment 6. Statement of warranty and date warranty begins and ends 7. Standard starting, stopping and operating instructions 8. Emergency and special operating instructions 9. Copy of each wiring diagram 10. Routine maintenance procedures 11. Servicing and lubrication schedule 12. Manufacturer's printed operating and maintenance instructions 13. Manufacturer's recommended special maintenance tools 14. List of spare parts to include recommended stock quantities for one year of • routine maintenance E. One copy of manuals shall be submitted in draft form 60 days before request for substantial completion or final acceptance whichever occurs first. F. Two copies of final manual 10 days before request for Final Acceptance. 3.05 RECORDING A. Label each document 'PROJECT RECORD" in two-inch-high printed letters or a height appropriate to document or as indicated. B. Keep record documents and as-built drawings current. Update as-built drawings as required.Legibly mark reproducible copies of the Contract Drawings to record actual construction. In the event that as-built drawings are not kept up, Agency may withhold monthly progress payments until drawings are updated and acceptance by the Engineer. 3.06 STORAGE AND MAINTENANCE Provide files and racks for storage of documents during the duration of the Contract to maintain them in a clean, dry and legible condition. • Vereda Bikeway Underpass 01720- 3 Issued:09.26.05 Section 01720 Contract Record Documents Page 4 of 4 PART 4 - MEASUREMENT AND PAYMENT 4.01 PAYMENT No separate measurement or payment shall be made under this section. As-Built Drawings and photographs will be reviewed each month. The monthly progress payment will be reduced if they are found by the Engineer not be in conformance of this section. END OF SECTION • • Vereda Bikeway Underpass 01720- 4 Issued: 09.26.05 • SECTION 02014 SUBSURFACE INFORMATION PART 1 - GENERAL 1.01 DESCRIPTION A. The Contractor is advised that the Agency has had subsurface investigations made by others in connection with this project. Subsurface information is available to the Contractor. Subsurface information is offered in good faith solely for the purpose of placing the Contractor in receipt of all information available, and in no event is to be considered as part of the Contract Documents. 1. The information included indicates subsurface conditions on the date and in the locations indicated. Contractor must interpret such information according to his own experience and judgment. 2. Reports, logs, and investigations were made solely for the Engineer's use in the design. 3. The information is furnished to inform the Contractor of the type and character of the materials encountered in the subsurface investigation • program, but are not a warranty of subsurface conditions. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED PART 4 - MEASUREMENT AND PAYMENT NOT USED END OF SECTION • Vereda Bikeway Underpass 02014-1 Issued: 09.26.05 SECTION 02100 SITE CLEARING PART 1 - GENERAL 1.01 DESCRIPTION This section consists of Contractor furnishing all labor, materials and equipment necessary and incidental to clearing and grubbing, clear and remove vegetation and shrubbery in accordance with this specification and as per Caltrans Standard Specifications Section 16. It should be noted that the City of San Juan Capistrano has an exclusive franchise agreement for the solid waste handling and disposal with CR#R(949-728-0446) for waste disposal within the City. The Contractor shall comply with the City's Construction and Demolition Recycling Ordinance No. 887 and the Orange County Stormwater Program Construction Runoff Guidance Manual, both included in Appendix 12. . Work Included A. Work under this section shall include but not be limited to the clearing and disposal of stumps, shrubbery growth, roots and other vegetation. B. The Contractor shall clear, grub, prune, remove, and dispose materials as shown on the Contract Drawings or required for the new work. C. Remove all miscellaneous undesirable materials including garbage, rubbish, boulders, etc. D. Work under this section shall include but not be limited be to the following at the noted locations: 1. Removal of existing Asphalt pavement at east side of proposed Bikeway. 2. Within OCTA right-of-way as required and along the proposed bikeway and along the bank of San Juan Creek. 3. At all work locations such as sewerline, storm water drainline (new and existing) and bridge approaches. • Vereda Bikeway Underpass 02100-1 Issued: 09.26.05 Section 02100 Site Clearing Page 2 of 5 4. All asphalt material removed shall be disposed of as recycled material to a • recycling facility and not as trash. Records of proper disposal shall be included in the C & D Recycling Report. 5. Any green waste shall be dsiposed of at a greenwaste recycling facility and not as thrash. Records of proper disposal shall be included in the C & D Recycling Report. 1.02 RELATED WORK A. The Contractor shall coordinate work of this section with: 1. Section 02220: Earthwork 1.03 PROJECT CONDITIONS A. The Contractor shall be responsible for visiting and examining the project site to assess and determine the extent of clearing, grubbing, removal, disposal and • general work to be done under this section. B. On-site burning of cleared materials will not be permitted. 1.04 SUBMITTALS A. The Contractor shall submit, under the provisions of Section 01300, Submittals, the following information: 1. Site Clearing Plan: Indicate methods to be employed, equipment, procedures and disposal sites. Site clearing plans shall be coordinated the Engineer prior to commencement. 2. Contruction and Demolition Recycling Plan. PART 2 - PRODUCTS 2.01 MATERIALS A. All temporary or permanent materials as required for the proper execution of the work of this section shall be provided by the Contractor. • Vereda Bikeway Underpass __ 02100-2 Issued: 09.26.05 Section 02100 Site Clearing Page 3 of 5 • PART 3 - EXECUTION 3.01 LIMITS OF SITE CLEARING A. The Contractor shall perform site clearing for a distance of 25' measured perpendicular from the centerline proposed track outward toward the right-of-way or from the centerline to the right-of-way, whichever is less. B. All affected areas with in OCFCD Right-of-way. C. All affected areas at Von's property and easement. D. Along the limits of proposed bikeway covering grading areas. 3.03 CLEARING A. The Contractor shall cut or remove as necessary, all trees, brush, bark and refuse, from areas to be cleared. B. The Contractor shall cut trees and stumps to be cleared, except where clearing is done by machinery, as close to ground surface as practicable, but no more than 6- inches above ground surface for trees less than 6-inches and 12-inches for larger trees. For machine clearing, cut at or below these tolerances. C. Remove all garbage, rubbish, and miscellaneous undesirable materials. 3.04 GRUBBING, STRIPPING,DISPOSAL A. The Contractor shall remove stumps and roots larger than three inches in diameter to a depth of 12-inches and roots larger than 1/2-inch in diameter to a depth of 6- inches. Measured depths shall be from existing ground surface or proposed finished grade, whichever is lower. B. The Contractor shall strip stumps, roots, and foreign matter. Grade areas stripped and cleared of vegetation. C. The Contractor shall perform operations in a manner to control erosion within and adjacent to rights-of-way and easements. D. Except as otherwise indicated on drawings or directed by Engineer, material from site clearing and grubbing becomes Contractor's property. It shall be promptly disposed of off site. in accordance with all applicable laws, ordinances, rules and regulations. • Vereda Bikeway Underpass 021_00-3 Issued: 09.26.05 Section 02100 Site Clearing Page 4 of 5 • 3.05 EXISTING TREES AND VEGETATION A. The Contractor shall be responsible for damages to existing trees and shrubbery outside of areas specified for clearing and grubbing. B. The Contractor shall avoid cutting or injuring trees and vegetation outside areas to be cleared as indicated. If cutting outside of indicated limits is necessary, do so only with Engineer's permission. 3.06 EXISTING STRUCTURES AND PROPERTY A. The Contractor shall not remove existing signs, posts, catch basin frames and grates, and manhole frames and covers which may have to be removed for clearing and grubbing operations without the permission of the Engineer. B. The Contractor shall store at site determined by the Engineer, in an orderly manner, any items in reusable condition as determined by the Engineer. 3.07 UTILITIES • A. The Contractor shall coordinate work of this section with utility companies and agencies . PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. The quantity for measurement of site clearing shall be lump sum for each area as indicated. 4.02 PAYMENT A. The price for work under this item shall constitute full compensation for all material, labor. equipment and incidentals thereto, necessary to clear, grub, grade earth and remove and dispose of all trees. vegetation, shrubbery, garbage, rubbish and all other undesirable materials off site, in accordance with the Contract Drawings, Specifications, and directions of the Engineer. B. No separate or additional payment will be made for any excavation or disposal • necessary to complete site clearing -nor for work in handling, storing, stockpiling, rehandling and hauling of materials within or outside the limits of the Contract. Vereda Bikeway Underpass 02100-4 Issued: 09.26.05 Section 02100 Site Clearing Page 5 of 5 • PAYMENT WILL BE MADE UNDER: Item No. Description Pay Unit 02100.1 Site Clearing Lump Sum END OF SECTION • • Vereda Bikeway Underpass 02100-5 - Issued: 09.26.05 • SECTION 02160 EXCAVATION SUPPORT SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION This section specifies procedures,performance criteria and requirements to provide safe and stable excavations throughout the construction, and to provide temporary sheeting, shoring and bracing systems as required by the Work, and removed, when directed by Engineer. Meet all codes,regulations,and requirements of agencies having jurisdiction over this Work. No measurement of Work will be made under this section. Work Included A. Work under this section, shall include but shall not be limited to: I. Construction of temporary sheeting, shoring, and bracing systems. 2. Employing acceptable side slope methods for excavations. • 3. Maintenance of bracing systems and removal. 4. All associated design work. 5. Obtain all Federal OSHA/OSHA and local jurisdiction permits 1.02 RELATED WORK A. Section 02100: Site Clearing B. Section 02220: Excavation and Backfilling 1.03 REFERENCE STANDARDS A. The Contractor shall comply with provisions of the most recent edition,including all addenda, of the following codes, specifications, standards, and recommenced practices,except as otherwise indicated: 1. AREMA MANUAL American Railway Engineering and Maintenance of Way Association, Manual for Railway Engineering • 2. CPUC California Public Utilities Commission General Vereda Bikeway Underpass 02160-1 - Issued:09.26.05 Section 2160 Excavation Support Systems Page 2 of • Orders. 3. CALTRANS State of California Department of Transportation Standard Specifications, 1992 Edition. 4. SO's Construction Safety Orders of the State of California. 5. SSPWC Standard Specifications for Public Works Construction of the Joint Cooperative Committee. 6 SO's California Civil Code,Section 832 1.04 SUBMITTALS A. The Contractor shall submit the following information,on request of Engineer,under the provisions of Section 01300, Submittals: 1. General Excavation Support Procedure: Submit and outline of intended excavation support systems as required for the Work. This submittal is for the Engineer's general information and in no way relieves the Contractor of complete responsibility for the successful performance of intended excavation methods. • 2. Detailed plan in accordance with SSPC Section 7-10.4 for any trench,bank, pit or excavation with vertical or near vertical depth of 5 feet or more. 3. Shop Drawings: As required and requested by Engineer for sheeting,shoring and other excavation support systems. 1.05 (QUALITY CONTROL A. Protect all utilities, structures and facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by excavation and backfill operations. B. Submissions of shop drawings and design calculations for excavation support systems shall be sealed and signed by a registered Professional Engineer in the State of California. PART 2 - PRODUCTS 2.01 MATERIAL A. Materials for excavation support systems shall conform to the submitted and approved • plan and be in new or in good used condition, as determined by Engineer. Vereda Bikeway Underpass - - 02160-2 Issued: 09.26.05 Section 2160 Excavation Support Systems Page 3 of 4 • PART 3 - EXECUTION 3.01 CONTRACTOR'S RESPONSIBILITY A. The Contractor shall assess the extent of excavation support,which will be required in the Work including use of side slope methods, sheeting and bracing. B. The Contractor shall, prior to commencing work, examine the Drawings and Specifications,inspect the site,consult all available record drawings of existing work including utilities,and note all conditions and limitations,which may influence work required by this Section. D. The Contractor shall carry out the work of this section in conformance with applicable laws,codes,ordinances and regulations of local authorities,including the furnishing of any required excavation drawings to said authorities and the obtaining of permits. 3.02 STABILITY OF EXCAVATIONS A. The Contractor shall maintain at all times during the execution of the work,safe and stable excavations. The Contractor shall employ side slope methods, bracing, and sheeting to maintain the integrity of excavations. • B. Sheeting and bracing shall be provided by the Contractor where side slope methods are not possible due to space restrictions or the nature of the material excavated. C. The Contractor shall comply with the following: 1. Where the sides of excavation are sloped,angle of slopes shall not be steeper than allowed by the Title 29 Code of Federal Regulations,Part 1926,Safety and Health Regulations for Construction (OSHA). 2. Sides and slopes of excavations shall be maintained in safe condition until backfilling is completed. 3. Where the Contractor elects to slope the sides of excavations,backfill of the over-excavated areas shall be made in the same manner specified for the adjacent excavated area. All additional backfill required shall be at no additional cost to the Agency and shall be placed in accordance with Section 02220 Excavation and Backfill. 4. The water level,if present, shall be maintained at least five(5)feet below the excavation side slopes, and slopes shall be protected from erosion.The work in this section shall be in conformance with applicable laws, codes, ordinances and regulations of local authorities, including the furnishing of • any required excavation drawings to said authorities and the obtaining permits. Vereda Bikeway Underpass 02160-3 Issued: 09.26.05 Section 2160 Excavation Support Systems Page 4 of 4 • 3.03 SHEETING AND BRACING A. Sheeting, bracing, and other temporary protective work shall be performed by the Contractor wherever necessary for safety, or to prevent encroachment of adjoining property, and for the proper execution of the work. B. Where required for safety,governing laws,or as directed by the Engineer,temporary sheeting shall be left in place. In such instances, The Contractor shall remove original braces and re-brace sheeting against the structure in a manner approved by the Engineer. Sheeting shall be cut off at elevations directed by the Engineer. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. No separate measurement or payment will be made for excavation support systems. B. In preparation of his bid,the Contractor shall assess the extent of excavation support required for completion of the work in accordance with the Contract Drawings and specifications. 4.02 PAYMENT • A. No separate or additional payment will be made for Excavation Support Systems. Payment for work under this section is included in the bid prices of the various items, which required excavation support as specified in this section. END OF SECTION • Vereda Bikeway Underpass 02160-4 Issued: 09.26.05 SECTION 02220 • EARTHWORK PART 1 - GENERAL 1.01 DESCRIPTION This section consists of Contractor furnishing all transportation, labor, materials, equipment, and incidentals necessary to perform unclassified excavation including disposal of excess cut material, Structural Excavation and Backfill as specified. This section also specifies procedures, performance criteria and requirements for, general backfilling, subgrade preparation and grading to the design lines, grades and elevations specified herein and shown on the Contract Drawings. Work Included A. Work under this section shall include but shall not be limited to: 1. Unclassified excavation and disposal and all earthwork for Bikeway construction as required and shown on the cross sections and roadway excavation. Additional unclassified earthwork for bikeway indicated as • "proposed bikeway extension" in the contract drawings shall be included as part of this contract. The City Engineer will direct and provide layout data for the construction of this bikeway extension. 2. Grading behind Retaining walls and in front of Abutments and subgrade preparation. 3. Preparation of excavations to receive work and general grading to maintain adequate drainage during the excavation and backfilling operation. 4. Structural Excavation and Backfill 5. Pervious backfill behind the retaining walls. B. Unclassified excavation shall include all materials encountered within the limits of excavation shown on the Contract Drawings whether the materials be wet or dry, earth or rock, part earth or part rock, old concrete footings or whatever the character of the material may be. C. Authorized excavation and replacement of unsuitable subgrade materials below • design grades and elevations are included in this section. Vereda Bikeway Underpass 02220-1 Issued: 09.26.05 Section 02220 Earthwork Page 2 of 13 • 1.02 RELATED WORK A. The Contractor shall coordinate work of this section with: 1. Section 02014: Subsurface Information 2. Section 02100: Site Clearing 3. Section 02160: Excavation Support Systems 4. Section 02722: Drainage Structures. 5. Section 03100: Formwork 6. Section 03300: Cact-In-Place Concrete 7. Section 03451: Concrete Structures • 1.03 PROJECT CONDITIONS A. The Contractor shall execute the work under this section in such a manner as to minimize impact to the daily operation of vehicular traffic and railroad operations. B. The Contractor shall barricade open excavations and post with warning lights those excavations occurring on property adjacent to or within public access. Operate warning lights during hours from dusk to dawn each day and as otherwise required. C. The Contractor shall protect all utilities, structures and facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by excavation and backfill operations. D. The work shall be carried on so as to allow rainfall to drain freely at all times. E. The Contractor shall perform work to protect against erosion within and adjacent to the rights-of-way. 1.04 REGULATORY REQUIREMENTS • A. The Contractor shall comply with provisions of codes, specifications, standards, and recommended practices of the most recent edition and addenda thereto of: Vereda Bikeway Underpass 02220-2 Issued: 09.26.05 Section 02220 Earthwork Page 3 of 13 • 1. SSPWC Standard Specifications for Public Works Construction of the Joint Cooperative Committee. 2. CPUC California Public Utilities Commission 3. ASTM American Society for Testing and Materials 4. SPSCDOT Standard Specification for the State of California, Department of Transportation. B. Work shall be carried out in conformance with applicable laws, codes, ordinances and regulations of federal, state and local authorities having jurisdiction, including the furnishing of any required excavation drawings to said authorities and the obtaining of permits. 1.05 SUBMITTALS A. The Contractor shall submit, under the provisions of Section 01300, Submittals, the following information: • 1. Excavation Procedure: Submit an outline of intended excavation procedures as required for the project. This submittal is for the Engineer's general information and in no way relieves the Contractor of complete responsibility for the successful performance of intended excavation methods. Coordinate with Section 02160,Excavation Support Systems. 2. Product Data: Submit manufacturer's specifications, performance characteristics, and operating instructions for compaction equipment. 3. Samples: Submit, as requested by the Engineer, samples of not less than 100 lbs. of embankment materials and backfill materials used from off-site sources. 1.06 QUALITY ASSURANCE A. The Contractor shall prior to commencing work, examine the Contract Drawings and Specifications, inspect the site, consult all available record drawings of existing work and utilities, and note all conditions and limitations which may influence work required by this section. B. Materials not meeting the requirements of this specification shall not be used in the work. • Vereda Bikeway Underpass 02220-3 Issued: 09.26.05 Section 02220 Earthwork Page 4 of 13 PART 2 - PRODUCTS • 2.01 MATERIALS A. Backfill materials as specified shall be acceptable material as approved by the Engineer,free from organic matter or other deleterious substances. B. Suitable and select materials will not be considered as unacceptable by virtue of their moisture content only. Suitable and select material may contain excess moisture in their natural state or may take on excess moisture during handling and stockpiling. The Contractor shall manipulate and dry the material to proper moisture content prior to compaction as necessary. 2.02 SUBGRADE AREA MATERIAL A. Subgrade area material shall consist of any suitable non organic and deleterious material having no particles greater than 3 inches in dimension and as approved by the Engineer. 2.03 EMBANKMENT MATERIAL A. General embankment material shall be acceptable material as approved by the • Engineer, free from organic matter, material, products of demolition or other deleterious substances and containing no rocks or lumps over 3 inches in greatest dimension, except where otherwise approved by the Engineer. B. Embankment material for general embankment shall meet the following gradation tested in accordance with ASTM D422. The materials passing the No. 200 sieve shall have a P.I. < 10 tested in accordance with ASTM D-423 and ASTM D-424. % Passing Sieve Size by Weight 3" 100 No. 200 5-35 C. To the extent that it is available, suitable embankment materials shall be obtained from excavation operations. If sufficient suitable materials are not available to meet requirements, the material shall be obtained from outside sources at no additional cost. 2.04 PIPE BEDDING A. Bedding material for drainage and culvert pipe shall be as specified in Section • 306-1.2.1 Bedding, of the SSPWC. VeredaBikeway Underpass_ 02220-4_ _ Issued: 09.26,05 ___ Section 02220 Earthwork Page .5 of 13 • 2.05 STRUCTURAL EXCAVATION AND BACKFILL A, Structural Exacavation and Backfill shall conform to Section 19-3 of Caltrans Standard Specifications. B. All Retaining Wall footings shall be supported on a minimum of 2 feet onsite soils overexcavated and recompacted to 95% relative compaction in accordance with ASTM D1557. All footing excavation shall be observed by the Agency or its representative (a registered geotechnical Engineer) before placement of concrete to verify that the foundation condition meets the requirements of the Geotechnical Report. C, The Structural Backfill material shall be as per Caltrans Standard Specification Section 19 except that backfill soils should not have fine contents (percentage passing No. 200 sieve) of more than 35%. PART 3 - EXECUTION 3.01 UNCLASSIFIED EXCAVATION AND DISPOSAL A. Unclassified excavation and disposal consists of removal of material within the specified limits and disposal of the material off site. • B. The contractor may use excavated material for general embankment if the material meets the gradation requirements as per Caltrans standard specification. C. Prior to commencement of excavation operations, the areas excavation and grading limits shall be cleared of rubbish and other objectionable materials, in accordance with Section 02100, Site Clearing. D. The Contractor shall comply with the following: 1. Unclassified excavation shall be carried out to the lines, grades, and typical sections specified herein or shown on the Contract Drawings. 2. During excavation, material suitable for embankment may be placed for embankment as required and- shown on the cross sections. All other materials shall be disposed of off site at the expense and responsibility of the Contractor. All material in excess of embankment requirements for project shall be disposed of by the Contractor off-site. 3.02 UNAUTHORIZED EXCAVATION A. Unauthorized excavation consists of removal of materials beyond the limits • specified herein or shown on the Contract Drawings. Vereda Bikeway Underpass 02220-5 Issued: 09.26.05 _ Section 02220 Earthwork Page 6 of 13 • B. Under structural footings and foundation bases, unauthorized excavations shall be filled to the design grade. Structural fill of the same type specified for the footing or structural base shall be used to bring bottom elevations to level and proper position. C. Unauthorized excavations shall be backfilled and compacted as specified for adjacent authorized excavations, unless otherwise directed by the Engineer. D. Additional concrete fill or earth backfill required, as a result of unauthorized excavations shall be provided by the Contractor at no additional cost. 3.03 UNSUITABLE SUBGRADE A. If unsuitable materials are encountered at the design subgrades, the Engineer may authorize the removal of such unsuitable materials and replacement with suitable compacted embankment fill. 3.04 STABILITY OF EXCAVATION A. The Contractor shall maintain at all times during the execution of this work, safe and stable excavations. The Contractor shall employ side slope methods and • other means necessary to perform excavation and embankment and structural excavation as specified in Section 02160, Excavation Support Systems. 3.05 EXISTING UNDERGROUND UTILITIES!KNOWN) A. Locations of utilities shown on the drawings are provided for the Contractors information however, the Contractor shall be responsible for verifying the location of said utilities to his own satisfaction. B. The Contractor shall coordinate with utility agencies and underground utilities and service connections shall be located and marked within the excavation area prior to commencing work. If utility location is unclear, exact utility locations shall be determined by hand-excavated test pits dug at locations approved by the Engineer. C. Work in connection with excavation around existing underground utilities shall be subject to the following requirements: 1. The Contractor shall coordinate all work near utilities with property owners. 2. The Contractor shall support and protect utilities that are to remain in • place. Vereda Bikeway Underpass 02224-6_ _ Issued: 09.26.05 Section 02220 Earthwork Page 7 of 13 • 3. For utilities to be relocated, arrange for such relocation with appropriate utility companies. 4 The Contractor shall remove all inactive and abandoned utilities within the limits of the area to be excavated, whether or not such utilities are indicated for removal on the Drawings. 5. The Contractor shall permanently close open ends of abandoned underground utilities, which are indicated to remain, with sufficiently strong closures to withstand pressures which may result after closing. Use suitable methods and materials to effect such closures, as required and as approved by the Engineer. 3.06 EXISTING UNDERGROUND UTILITIES (UNKNOWN) A. When certain utility lines that are not made known or shown on plans are encountered within the area of operations, the Contractor shall notify the Engineer immediately so that necessary measures may be taken. 13. The Contractor shall not disrupt any service until required action on such lines has been determined by the Engineer. • 3.08 SUBGRADE PREPARATION A. The Contractor shall grade subgrade to lines and elevations indicated on Contract Drawings. 13. The Contractor shall not place track subballast on subgrade without prior approval of subgrade by Engineer. C. The Contractor shall not operate equipment supported directly on the subgrade unless it can be demonstrated to the Engineer's approval that the equipment selected can be supported without creating softening of the subgrade. D. Unless otherwise specified elsewhere, compaction requirements for subgrade shall be as specified in Section 301-1.3, Relative Compaction, of the SSPWC. Compaction shall be measured relative to Modified Proctor Dry Density as determined by ASTM D1557, moisture density relations for soils and soil- aggregate mixtures using 10 Ib. Rammer and 18 inch drop. 3.09 EMBANKMENT AND GRADING A. Suitable embankment materials from the excavation operation shall be placed in lifts of 8 inches or as otherwise approved by the Engineer. • Vereda Bikeway Underpass 02220-7 Issued: 09.26.05 Section 02220 Earthwork Page 8 of 13 • B. Embankment shall be placed to the lines, grades and elevations as shown on the Contract Drawings. C. The Contractor shall compact embankment in accordance with subsection 3.12, Compaction. D. Where existing slopes steeper than I vertical to 5 horizontal are to receive embankment, the embankment lifts shall be benched into the existing slopes. 3.10 BACKFILLING A. Prior to placement of backfill or base courses the Contractor shall remove all organic matter, or other objectional material from the placement area. B. Backfill shall be placed as promptly as work permits but not until completion of the following: 1. Approval by the Engineer of the construction below finish grade. 2. Recording of final location, elevation, and limits of any structure, utility or other underground feature that will be covered by backfill. • 3. Removal of concrete formwork, trash and debris. 4. Removal of shoring and bracing where applicable, and as directed. C. Fill or backfill material around structures shall be deposited in horizontal layers not exceeding 8 inches in thickness prior to compaction. D. Fill or backfill material shall not be placed on surfaces that are muddy or pumping. 3.11 COMPACTION EQUIPMENT A. Determine the type, size and weight of the compactor best suited to perform the work at hand. Select and control the lift (layer) thickness with approval of Engineer. Exert proper control over the moisture content of the material to obtain satisfactory results. B. In areas inaccessible to conventional compactors, or where maneuvering space is limited, approved impact rammers, small drum vibrators, vibratory plate, or pneumatic buttonhead compaction equipment may be used with layer thickness not to exceed six inches before compaction. • Vereda Bikeway Underpass 02220-8 Issued: 09.26.05 Section 02220 Earthwork Page•9 of 13 • 3.12 COMPACTION A. The Contractor shall properly place and compact all embankment or backfill materials, and shall correct any deficiencies resulting from insufficient or improper compaction of such materials throughout the contract period. B. During the progression of the work, the Engineer will inspect the Contractor's operations and will permit the work to continue where: 1. Lift thickness is controlled and does not exceed that allowed by the equipment specifications, and the equipment meets all specified class criteria. Thinner lifts and lighter equipment than the maximum allowed may be necessary for satisfactory results on some materials. 2. The composite effort (number of passes and travel speed) is uniformly applied and not less than specified for the given equipment class and lift thickness. Higher efforts than the minimum allowed may be necessary for satisfactory results on some materials. 3. The Engineer concludes from a visual observation or by on-site density test that proper compaction has been attained. The following tests will be used by the Engineer for on-site density control: • a. ASTM D2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods(shallow depth) b. ASTM D3017 Water Content of Soil and Rock in Place by Nuclear Methods (shallow depth) 4. Significant rutting under the action of the compactor is not observed on the final passes on a lift. C. Before compaction, each layer shall be moistened or aerated as necessary to provide the optimum moisture content. Compaction requirements shall be: 1. 90-percent of Modified Proctor Dry Density in any portion of a non- structural supporting embankment. 2. 95-percent of Modified Proctor Dry Density in any track sub-rade area or structural supporting embankment fill. D. Whenever the Contractor's operations do not conform to the above criteria, or requirements contained in other subparagraphs of this subsection, the Engineer will prohibit placement of an overlying lift until the Contractor takes effective • corrective action. Vereda Bikeway Underpass 02220-9 Issued: 09.26.05 Section 02220 Earthwork Page 10 of 13 • 3.13 DENSITY CONTROL A. The Contractor shall provide assistance to facilitate density testing requested by the Engineer. B. The Contractor shall take corrective action if density tests do not meet requirements including re-rolling and manipulation of moisture. , C. Damage to any compacted lift at any time during the course of construction such as rutting under the loads imposed by earth moving equipment, shall be fully repaired and re-compacted to the specified density by the Contractor at his own expense prior to placement of any overlying materials. 3.14 MOISTURE CONTROL A. Where material must be moisture conditioned before compaction, uniformly apply water to surface of layer of placed material, and mix uniformly in such manner as to prevent free water appearing on surface during or subsequent to compaction operations. B. Remove and replace, or scarify and air dry soil material that is too wet to permit compaction to specified density. • C. Material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by harrowing, or pulverizing, until moisture content is reduced to a satisfactory value, as determined by moisture-density relation test. 3.15 FINISH ELEVATIONS AND LINES A. Perform field engineering and surveying in accordance with Section 01050, Survey and Field Engineering. B. The contractor shall use existing established reference points as indicated on the Contract Drawings or as designated by the Engineer to establish the new elevations and lines. He shall carefully preserve all established reference points, and if displaced, damaged or lost, replace them immediately at no additional cost. C. The Contractor shall be responsible for setting and establishing finish earthwork and subgrade elevations and lines to within 0.1' tolerance as needed t o execute and control the work or as otherwise approved by the Engineer. 3.16 FIELD QUALITY CONTROL • A. The Engineer reserves the right to perform density tests at any time. When tests are performed, the results shall indicate that: Vereda Bikeway Underpass 02220-10 Issued: 09.26.05 Section 02220 Earthwork Page 11 of 13 • 1. Not less than 90-percent of Modified Proctor Dry Density is attained in any portion of a non-structural supporting embankment. 2. Not less than 95-percent of Modified Proctor Dry Density is attained in any track subgrade area or structural supporting embankment fill. 3. Not less than 95-percent of Modified Proctor Dry Density is attained in any subgrade or sub-base layer for retaining wall construction. 3.17 MAINTENANCE A. The. Contractor shall protect newly graded areas from unnecessary traffic and erosion. B. The Contractor shall keep the areas free of trash and debris until final inspection and acceptance by the Engineer. Settled, eroded, and rutted areas shall be repaired and grades reestablished to specified tolerances. PART 4 - MEASUREMENT AND PAYMENT • 4.01 MEASUREMENT A. The quantity for measurement of Unclassified Excavation and Disposal shall be cubic yards and shall include all excavation and disposal of material necessary to construct new Bikeway as shown on the cross sections and other excavations as directed by the Engineer. B. The quantity for measurement of Embankment shall be cubic yards and shall include all embankments shown on the Drawings and backfilling for replacement of unsuitable subgrade materials as directed by the Engineer. C. Removal and replacement of unsuitable subgrade materials will be measured as unclassified excavation and disposal for removal and embankment for replacement. 4.02 UNCLASSIFIED EXCAVATION AND DISPOSAL A. The total number of cubic yards of material excavated and disposed of off site, measured to the nearest cubic yard as computed from limits shown on the Contract Drawings and as modified by the Engineer. One cubic yard measured will constitute one cubic yard excavated and disposed of off site in accordance with the specification and directions of the Engineer. • Vereda Bikeway Underpass__ 02220-11 Issued: 09.26.05 Section 02220 Earthwork Page 12 of 13 • 4.03 EMBANKMENT A. The total number of cubic yards of material placed for embankment including embankment placed for removal of unsuitable subgrade material, measured to the nearest yard as computed from limits shown on the Contract Drawings and modified by the Engineer. One cubic yard measured will constitute one cubic yard placed and compacted in accordance with the specification and directions of the Engineer. B. No additional quantity will be measured to compensate for volumetric changes due to compaction, settlement, expansion or any other cause. C. Material used for embankment may be obtained from on-site excavation operations to the extent that the material meets the requirements specified. D. The Structural Excavation and Backfilled shall be measured in cubic yard as per Caltrans Standard Specifications. The Structural Backfill sball include pervious backfill measurement and shall not measured separately. 4.04 PAYMENT A. Unclassified Excavation and Disposal including but not limited to cost of • excavation support, dewatering, disposal, compaction subgrade preparation, removal and replacement of any unsuitable material and all incidentals necessary to perform the work in accordance with the Contract Drawings, specifications and directions of the Engineer. B. The prices for Embankment shall constitute full compensation for all material, labor, equipment and incidentals thereto, necessary to place embankment fill as shown on the Contract Drawing and as necessary for backfilling of excavations made below design subgrade as directed by the Engineer C. Subgrade preparation for track construction is included in the items of this section. For track construction, the subgrade preparation is included in the price for unclassified excavation and disposal for subgrade preparation in a cut area and in the price for embankment for subgrade preparation in a fill area. D. Structural Excavation and backfill shall be paid as per Caltrans Standard Specifications. The pervious backfill will be incidental to structural backfill and it shall not be measured and paid at separate item. Over Excavation and Backfill with required compaction as mention in Item 2.05 B of this Section, shall be also incidental to this item and shall not be measured and paid separately. • Vereda Bikeway Underpass 02220-12 Issued. 09.26.05 Section 02220 Earthwork Page 13 of 13 • PAYMENT WILL BE MADE UNDER: Item No. Descriotion Pay Unit 02220.1 Unclassified Excavation and Disposal Cubic Yard 02220.2 Embankment Cubic Yard 02220.3 Structure Excavation Cubic Yard 02220.4 Structure Backfill Cubic Yard END OF SECTION • • Vereda Bikeway Underpass 02220-13 Issued:09.26.05 • SECTION 02461 SUB-BALLAST AND AGGREGATE BASE PART1 - GENERAL 1.01 DESCRIPTION This Section specifies the material requirements for subballast and aggregate base to be furnished and placed to the lines, grades, and dimensions in accordance with the Contract Drawings, Specifications, and directions of the Engineer. 1.02 RELATED WORK Coordinate the work of this Section with all other Sections of this Specification. 1.03 REFERENCE STANDARDS A. Comply with provisions of all local, State and Federal codes, specifications, standards, and recommended practices and in particular: • 1. AREMA American Railway Engineering and Maintenance of Way Association 2. AASHTO American Association of State Highway and Transportation Officials. 3. ASTM American Society for Testing and Materials. 4. Caltrans State of California Department of Transportation Standard Specifications. 1.04 SUBMITTALS A. Submit the following in accordance with Section 01300 Submittals: 1. Compliance: Supplier's certification that material delivered to the site is in compliance with the Specifications. 2. Samples: As required by the Engineer samples of not less than 150 pounds. Samples may be obtained independently by the Engineer's representative for testing that the material delivered to the site is in compliance with the Specifications. • 3. Equipment: A list of all equipment used for placing and compacting sub- ballast. Vereda Bikeway Underpass 02461-1 Issued: 09.26.05 Section 02461 Sub-Ballast and Aggregate Base Page 2 of 3 is 1.05 QUALITY ASSURANCE A. Provide and install materials in compliance with applicable sections of reference standards. B. Establish and maintain required lines and elevations. PART 2 - PRODUCTS 2.01 MATERIAL REQUIREMENTS A. Sub-ballast shall conform to the requirements for Class 2 Aggregate Base 1-1/2" maximum, in Section 26-1.02A, of the Caltrans Standard Specifications. In addition the aggregate shall be of crushed rock with a minimum of 75% of the material having one fractured face. B. Aggregate base shall be the same material as sub-ballast. PART 3 - EXECUTION 3.01 SUB-BALLAST AND AGGREGATE BASE • A. Sub-ballast and aggregate base shall not be spread until the Engineer has approved the sub grade. B. Spread and compact sub-ballast and aggregate base in conformance with the requirements of Caltrans Standard Specifications Section 26. Compaction shall be to a minimum of 95%. C. The surface of the sub-ballast and aggregate base shall be stable to permit follow- on stages of construction without rutting. D. Sub-ballast and aggregate base shall be finished to within 0.05 feet of the lines and grades indicated on the Contract Drawings and shall be maintained in a condition acceptable to the Engineer until ballast or paving material has been placed and approved. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT OF SUB-BALLAST AND AGGREGATE BASE: Sub-Ballast and Aggregate Base will be measured by the unit volume or fraction thereof actually placed and compacted in accordance with these specifications and as measured by the Engineer. The quantities as contained on the approved schedule of values as • derived from the plans will be used as the basis for this measurement. Additional aggregate base for bikeway indicated as "proposed bikeway extension" in the contract Vereda Bikeway Underpass 024.61-2 Issued: 09.26.05 Section 02461 Sub-Ballast and Aggregate Base Page 3 of 3 • drawings shall be included as part of this contract. The City Engineer will direct and provide layout data for the construction of this bikeway extension. 4.02 PAYMENT FOR SUB-BALLAST AND AGGREGATE BASE: Sub-Ballast and Aggregate Base will be paid for at the contract unit price placed and compacted within the designated areas. This price shall be full compensation for furnishing all labor, materials, tools, equipment, supplies, supervision, and incidentals necessary for Sub-Ballast and Aggregate Base described by the contract documents. PAYMENT WILL BE MADE UNDER: Item No. Description Pay Unit 02461.1 Aggregate Base CY END OF SECTION • • Vereda Bikeway Underpass - 02461-3 Issued: 09.26.05 SECTION 02513 • ASPHALT CONCRETE PAVEMENT AND PCC PAVEMENT PART 1- GENERAL 1.01. DESCRIPTION This section consists of contractor furnishing all labor, materials and equipment necessary and incidental to construct Asphalt Concrete Pavement, Portland Cement Concrete Pavement, pavement marking and striping to the limits and at the locations shown on the Contract Drawings and as directed by the Engineer. Work Included A. All work to construct Asphalt Concrete Pavement and Portland Cement Concrete Pavement for Bikeway to the limit as shown on plan. B. Additional unclassified earthwork for bikeway indicated as "proposed bikeway extension" in the contract drawings shall be included as part of this contract. The City Engineer will direct and provide layout data for the construction of this • Bikeway extension. C. Installing traffic striping shall consist of matching adjacent striping including single yellow centerline and white edge stripes on the north and south of the bikeway for length not to exceed 1110 feet. D. Installing striping at Vons Parking area as per instruction of the Engineer. 1.02 RELATED WORK A. The Contractor shall coordinate work of this section with: 1. Section 02220: Earthwork. 2. Section 02461: Sub-ballast and Aggregate Base. 1.03 REFERENCE STANDARDS A. The Contractor shall comply with provisions of codes, specifications, standards, and recommended practices, except as otherwise indicated, to the latest edition and addenda thereto of: • 1. Standard Specifications for Public Works Construction. (SSPWC) 2. Caltrans Standard Specifications. Vereda Bikeway Underpass 02513-1 Issued: 09.26.05 Section 02513 Asphalt Concrete Pavement and PCC Pavement Page 2 of 6 • 1.04 SUBMITTALS A. The Contractor shall submit, under the provisions of Section 01300, Submittals, the following information: 1. Test results for all material used for the asphaltic pavement in compliance with all applicable ASTM requirements from an independent Laboratory or proof that all materials used are approved by the State of California Department of Transportation. 2 Test reports for field density tests performed after placement and compaction of each course of asphaltic concrete if applicable. 3. Equipment: Submit specifications for roller to be used in asphalt pavement. 1.05 QUALITY ASSURANCE A. Establish and maintain required lines and elevations. Make gradual and smooth transitions to existing pavements. B. Materials not meeting the requirements shall not be used in the work. • PART 2- PRODUCTS 2.01 MATERIALS A. The materials, gradations and methods used shall comply with the Standard Specifications for Public Works Construction (SSPWC). Materials shall be as specified in the following sections of the SSPWC: 1. Asphalt Concrete Pavement shall be Class C2, Grade AR-4000, as specified in Section 203-6, Asphalt Concrete, Subsection 203-6.3, Asphalt Concrete Mixtures. 2. Portland Cement Concrete Pavement shall be meet all requirements of Section 302-6 and 201 of SSPWC. The bikeway trail ramp may be used by equestrians therefore to avoid slippage; the undercrossing concrete finish shall be a heavy broom or groove finish, perpendicular to the direction of travel. B. Sub-base (crushed aggregate base) material for pavement construction, to be placed as directed by the Engineer, shall meet the requirements of Section 02461, Sub-Ballast and Aggregate Base. • Vereda Bikeway Underpass 02513-2 Issued: 09.26.05 Section 02513 Asphalt Concrete Pavement and PCC Pavement Page 3 of 6 • PART 3- EXECUTION 3.01 GENERAL A. Unless otherwise specified herein, the Contractor shall comply with SSPWC Section 302-5, Asphalt Concrete Pavement. B. Asphalt pavement shall be constructed at the locations shown on the Contract Drawings and at locations directed by the Engineer. C. The Contractor shall construct asphalt pavement to the lines and grades indicated on the Contract Drawings and as modified by the Engineer. When meeting existing pavements, transition grades and slopes to allow for a uniform appearance of the completed pavement. 3.02 SURFACE PREPARATION A. Proof roll prepared surface to check for unstable areas and areas requiring additional compaction. Remove and replace unsuitable subgrade when authorized by Engineer in accordance with Section 02220, Earthwork. Place pavement sub- base as required and directed by the Engineer. B. Remove loose material from compacted sub-base surface immediately before pavement operations. C. Notify Engineer immediately of unsatisfactory conditions. Do not begin paving work until deficient sub-base areas have been corrected and are ready to receive paving. 3.03 PLACING MIX A. Place sub-base (crushed aggregate base) for bikeway construction when directed by the Engineer in accordance with Section 02461, Sub-ballast and Aggregate Base. B. Place full width of Bikeway, as per Contract drawings and as directed by Engineer. C. Make joints between old and new pavements, or between successive days work to ensure continuous bond between adjoining works. Construct joints to have same texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply tack coat. Meet requirements of Section 302-5.7, Joints, of the SSPWC. • Vereda Bikeway Underpass 02513=3 Issued: 09.26.05 Section 02513 Asphalt Concrete Pavement and PCC Pavement Page 4 of 6 • 3.04 ROLLING A. Perform rolling operations in accordance with Section 302-5.6, Rolling, of the SSPWC. 3.05 PROTECTION A. After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. B. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. 3.06 PAVEMENT MARKING AND STRIPING A. Pavement marking and striping shall conform to the provisions of Section 84, "Traffic Stripes and Pavement Marking", of the Caltrans Standard Specifications and these Special Provisions. 1. Paint shall be furnished and applied by the Contractor as specified in • plans and these provisions. Paint for marking and striping shall be Rapid Dry water borne type white and yellow in accordance with color stipulated on the plans, or as directed by the Engineer. Two coats of paint shall be applied. Reflective material consisting of glass beads shall be applied to the surface of each coat of paint prior to setting so that the beads shall have proper adhesion. 2. Glass beads shall conform to State Specification No. 8010-11E-22 and shall be mechanically applied at a rate of 5-pounds of beads per gallon of paint. Glass beads shall be applied to pavement markings and striping by a dispensing device developed for the purpose,or other methods approved by the Engineer. 3. The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction of the Engineer. No striping shall be painted until the layout and spotting has been specifically approved by the Engineer. 4. The striping and marking at the Vons Parking area shall be as directed by the Engineer. • Vereda Bikeway Underpass 02513-4 Issued: 09.26.05 Section 02513 Asphalt Concrete Pavement and PCC Pavement Page 5 of 6 • PART 4- MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. The quantity for measurement for asphalt concrete for Class C2 shall be in Cubic Yards, computed from in-place volume from limits indicated on the Contract Drawings or as otherwise modified by the Engineer in the field. B. The quantity for measurement for Portland Cement Concrete shall be in Cubic Yards, computed from in-place volume from limits indicated on the Contract Drawings. C. Measurement for sub-base (crushed aggregate base) for pavement construction shall be made under Section 02461, Sub-Ballast and Aggregate Base or as otherwise modified by the Engineer in the field. 4.02 PAYMENT A. Payment under the item of this Section will be made only for asphalt concrete Class C2 constructed within pay limits shown on the Contract Drawings. B. The price for the work under the item of this section shall constitute full compensation for all materials, labor, equipment and incidentals thereto, necessary to construct asphalt concrete pavement. The price is to include all costs for materials including asphalt concrete pavement, tack coat, prime coat, rolling and all work included in constructing asphalt concrete pavement in accordance with the Contract Drawings, specifications and directions of the Engineer. C. Payment under the item of this Section will be made only for Portland Cement Concrete pavement constructed within pay limits shown on the Contract Drawing. D. The price for the work under the item of this section shall constitute full compensation for all materials, labor, equipment and incidentals thereto, necessary to construct Portland Cement Concrete Pavement. The price is to include all costs for materials including concrete, bar reinforcing steel, providing joints and all work needed to construct Portland Cement Concrete Pavement in accordance with the Contract Drawings, specifications and directions of the Engineer. E. The payment of pavement marking and striping shall be lump sum and shall include all labor, materials, tools and equipments necessary to carry out the work, as specified and no additional compensation shall be made. Vereda Bikeway Underpass 02513-5 Issued: 09.26.05 Vereda Bikeway Underpass 02513-6 Issued: 09.26.05 Section 02722 Drainage Structures Page 2 of 4 • 1.05 SUBMITTALS The contractor shall submit, under the provisions of section 01300, Submittals, the following information: I. Compliance: Manufacture's or Supplier's certification that the materials delivered to the site are in compliance with specification. 2. Shop Drawing: Details of construction methods, materials and procedures used. PART 2—PRODUCTS 2.01 MATERIALS A. The contractor shall use materials and methods, which comply with SSPWC. 1. RCP shall conform to section 207-2 of SSPWC specifications and section 65 of Caltrans Standard Specifications. 2. The PVC Plastic pipe shall conform to section 207.17 of SSPWC specifications. • 3. Vitrified Clay Pipe (VCP) shall conform to section 207-8 of SSPWC specifications. 4. All cast-in-place concrete used in the storm drain system shall be class 560-C-3250 minimum meeting all requirements of section 201 of SSPWC specifications. PART 3 - EXECUTION 3.01 PIPE INSTALLATION A. Installation shall be in accordance with section 306-1.2 of the SSPWC specifications. 3.02 TRENCH EXCAVATION A. Trench excavation shall be in accordance with section 306-1 of SSPWC specifications. 3.03 MAINTENANCE OF EXISTING FLOW A. The Contractor shall maintain the existing flow through drainage pipes or and or culverts until completion of contract. • Vereda Bikeway Underpass 2722-2 Issued: 09.26.05 Section 02722 Drainage Structures Page 3 of 4 • 3.04 REINFORCED CONCRETE PIPE A. Reinforced concrete pipe shall conform to the provisions in Section 65, "Reinforced Concrete Pipe," of the Caltrans Standard Specifications and these special provisions. B. Where embankment will not, be placed over the top of the pipe, a relative compaction of not less than 85 percent shall be required below the pipe spring line for pipe installed using Method 1 backfill in trench, as shown on Standard Plan A62D. Where the pipe is to be placed under the traveled way, a relative compaction of not less than 90 percent shall be required unless the minimum distance between the top of the pipe and the pavement surface is the greater of 4 feet (1.2 m) or one half of the outside diameter of the pipe. C. Except as otherwise designated by classification on the plans or in the specifications, drainage pipes shall conform to the plans or specifications for standard joints. 24" Dia RCP shall meet requirement of SSPWC 207-5. D. When reinforced concrete pipe is installed in conformance with the details shown on Standard Plan A62DA, the fifth paragraph of Section 19-3.04, "Water Control and Foundation Treatment," of the Standard Specifications shall not apply. • E. When solid rock or other unyielding material is encountered at the planned elevation of the bottom of the bedding, the material below the bottom of the bedding shall be removed to a depth of 1150 of the height of the embankment over the top of the culvert, but not less than 6 inches (150 mm)nor more than 12 inches (300 mm). The resulting trench below the bottom of the bedding shall be backfilled with structure backfill material in conformance with the provisions in Section 19-3.06, "Structure Backfill," of the Standard Specifications. F. The Outer Bedding shown on Standard Plan A62DA shall not be compacted prior to placement of the pipe. 3.05 SITE CLEANING A. All cement residues resulting from saw cutting shall be vacuumed and disposed off in accordance with the state, SSPWC requirements. See also section 01711) of these specifications. • Vereda Bikeway Underpass 2722-3 Issued: 09.26.05 Section 02722 Drainage Structures Page 4 of • PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT The contract price per Lump Sum for the following items shall include full compensation for furnishing all labor, material, tools, equipment, excavation, backfill, compaction and incidentals to all the work items tocomplete'the work as specified in the SSPWC and Caltrans Standard Specifications and these special provision and as directed by the Engineer. A. Connection of existing sewer line to a new 18-inch diameter VCP at location shown on plan, construction of manholes and all miscellaneous work to complete the work. The work includes maintaining service to the existing sewer line and potholing, if necessary, to locate the existing sewer line. The work shall be paid as lump sum. B. Removal of a portion of existing 24" storm water drain (Westside) and connection to a new 24" RC pipe with a new junction structure as shown on plan. The portion existing junction shall be demolished and filled and compacted to finish grade. The cost shall include providing and installing PVC irrigation lines and all accessories to connect existing services. The work shall be paid as lump sum. C. New storm water drain system, including but not limited to providing wall drain, • bore and jack 10" steel pipe, drainage inlets, construct concrete pipe entrance to the existing channel, providing and installing sump pump including electric connection and all PVC pipes as directed by Engineer and as detailed on plan. The work shall be measured as lump sum. D. Connection of 24" RCP new storm water drain pipe (East) to existing including catch basin and junction box, concrete collar as shown in plan. All the work near Vons Parking Lot such as regrading, removal of existing curb and installation of new Curb, paving and larking as shown in Plan and directed by Engineer. The work shall be measured as lump sum. 4.02 PAYMENT PAYMENT WILL BE MADE UNDER: Item Description Pay Unit 02722.1 18" Sanitation sewer rearrangement LS 02722.2 24" Storm water rearrangement (East) LS 02722.3 Storm water drain system with sump pump LS • 02722.4 24" Storm water rearrangement (West) LS END OF SECTION Vereda Bikeway Underpass 2722-4 Issued: 09.26.05 • SECTION 02520 CHAIN LINK FENCING PART 1 - GENERAL 1.01 DESCRIPTION This Section consists of furnishing all labor, Materials and equipment necessary and incidental to constructing chain link fences and gates. 1.02 RELATED WORK A. Coordinate the Work of this Section with all other contract documents and particular . 1. Section 02300, Earthwork 2. Section 03300, Cast-in-Place Concrete 1.03 REFERENCE STANDARDS • Comply with provisions of all local,State and Federal codes, Specifications, standards and recommended practices, except as otherwise indicated and, in particular, of most recent English measurement edition and addenda thereto of 1. Caltrans: State of California Department of Transportation Standard Specifications and Standard Plans 2. ASTM: American Society for Testing and Materials 1.04 SiUBMITTALS A. Submit the following in accordance with Section 013,10, Submittals 1. Compliance: Manufacturer or supplier's certification that the Materials delivered to the site are in compliance with the Specification. 2. Shop drawings: Details of fence materials, post spacing, foundations, anchorage details. • Vereda Bikeway Underpass 02820-1 Issued: 09.26.05 Section 02820 Chain Link Fencing Page 2 of 2 • 1.05 QUALITY ASSURANCE Work shall be performed by workmen who are thoroughly trained and experienced in the skills required to install the products of this Section. Construct fence within reasonable close conformity to lines and grades shown on the Contract Drawings and at other locations as directed by the Engineer. PART2 - PRODUCTS 2.01 MATERIALS A. Use Materials conforming to details on the Contract Drawings and Caltrans Standard Specifications Section 80-4. B. The concrete shall be Class 500-C2500 per SSPWC Section 201. PART 3 - EXECUTION 3.01 GENERAL Unless otherwise specified or directed construct chain link fence in accordance with • Materials and methods to conform to the Contract Drawings, Caltrans Standard Specifications Section 80-4. Fabric shall be placed on the outside of poles away from the track or as directed by the Engineer. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT Quantities to be paid for will be determined by the linear feet from actual measurements, such measurements to be parallel to the ground slope along the line of completed fence deducting the width of the openings. 4.02 PAYMENT The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involving in construction of chain link fences, complete in place, as shown in plans, and as specified in these specifications and special provisions, and as directed by the Engineer. Item No. Description Unit 02820.1 Chain link Fence (Type CL-6) LF • END OF SECTION Vereda Bikeway Underpass- 02820-2 Issued: 09.26.05 • SECTION 02832 WELDED WIRE MESH FENCE AND GATES PART 1 - GENERAL 1.01 DESCRIPTION This section consists of furnishing all labor, materials and equipment necessary and incidental to constructing welded wire mesh fence and gates to the limits and at the locations shown on the Contract Drawings and as modified by the Engineer. Work Included: A. All work associated with constructing new welded wire mesh fence along right-of— way and where so indicated on the contract drawings including excavation for fence posts and installation of fence where designated. 1.02 RELATED WORD A. The Contractor shall coordinate work of this section with all applicable section of the • specification and in particular: 1. Section 03200 - Reinforcing Steel 2. Section 03300- Cast-in-Place Concrete 1.03 REFERENCES A. Comply with provisions of all local, State and Federal codes, specifications, standards, and recommended practices, except as otherwise indicated, of the latest edition and addenda thereto and in particular. 1. SSPWC: Standard Specifications for Public Works Construction of the Joint Cooperative Committee. 2. ASTM: American Society for Testing Materials ISS580 and ISS918 ANSI/ASTM A 123 Zinc (Hot Galvanized) Coatings of Products fabricated from rolled, pressed, and forged steel shapes, plates, bars and strips. • ASTM A 120 Pipe Steel, Black and Hot-dipped Zinc Coated (Galvanized) Welded and Seamless, for Ordinary Uses. Vereda Bikeway Underpass - 02832-1 Issued: 09.26.05 Section 02832 Welded Wire Mesh Fence and Gates Page 2 of 5 • ASTM A525 General requirements for Sheet Steel, Zinc-Coated (Galvanized)by Hot-Dip Process. 1.04 SUBMITTALS A. The Contractor shall submit, under provisions of Section 01300, the following information: 1. Compliance: Manufacturer or Supplier's certification that the materials delivered to the sire are in compliance with the specifications. 2. Shop Drawings: Details of fence materials, spacing of components, foundations, attachments and base plate installation details. 1.05 QUALITY ASSURANCE A. Work shall be performed by workmen, thoroughly trained and experienced in the skills required to install the products of this section. B. Construct fence within reasonably close conformity to lines and grades shown on the Contract Drawings and at other locations as directed by Engineer. • PART2 - PRODUCTS 2.01 MATERIALS A. FABRIC shall be the following type or equal. 1. Welded wire Mesh type fabric: Fence mesh fabric used shall be made of 4.88 mm hardened steel wire, having standard heights of 76." The mesh shall consist of 2" wide by 6" high rectangles. The rectangle size can be adjusted in special cases if required. A horizontal"hardening beam"is to be made using a triangular shape and three horizontal 5.5 num hardened steel wires. The steel shall be welded in accordance with ISS580 by automatic controlled electrical resistive process to fir the wire size. Welding points are to be tested to withstand a minimum force of 647 lbs. "ULTRAMESH"type fabric: Fence mesh fabric used shall be made of W2.9 (0.192")cold drawn steel wire. The mesh shall consist of 2"wide by 6"high rectangles. The fabric panels shall have standard heights and a horizontal hardening beam similar to the`Israeli" type fabric. The steel wires shall be welded and tested in accordance with ASTM 185 by automatic • multielectrode-wel ding machines. Vereda Bikeway Underpass 02832-2 Issued:.09.26.05 Section 02832 Welded Wire Mesh Fence and Gates Page 3 of 5 • B. FENCE POSTS: The fence post used shall be 2 3/8"by 2 3/8"square tubing with a wall thickness of 3/32." The post top is to be covered with a 1/16" aluminum cap. The posts are to be space 10' apart, either installed with a concrete foundation or bolted to a concrete footing or wall. When using the option of bolting to a concrete structure,the posts are to be prefabricated with a suitable attachment plate welded to the bottom of the post. C. The concrete shall be Class 500-C2500 per SSPWC Section 201. D. BRACING: Every fifth post, and every first and last post, is to be braced in the plane of the fence. Each corner post is to have two triangulated braces,one on each section of the fence. The braces are to be 11/2"by 2 3/8"rectangular tubing,of 3/32" wall thickness connected to the fence posts by stainless steel 3/8"bolts. The nominal distance between the post center and the bracing point shall be 4'. E. FASTNERS: The fence mesh fabric is to be attached to the posts by four(4) 1/8" "U" shaped stainless steel No. 316 fasteners (Type YR1). Fence modules are to be attached to each other by overlapping at the fence post, (not more than 6"away)and fastened with eight(8)pressure applied 1/16"pre-molded clip stainless steel clamps (Type YRC). Fasteners used with the Ultra-mesh panels shall be equivalent in number and holding ability to the"Israeli"types listed, and meets the requirements of ASTM F-626. • F. ANTI-CORROSIVE TREATMENT: All the fence parts not manufactured of stainless steel are to hot dip galvanized in accordance with ISS918 or ASTM specifications. The final galvanized protective coating is to be a minimum of 1.2 oz per square foot or 100 microns thick,and is to be applied after welding is completed. G. PAINT(OPTIONAL): If required by the specifications,the metallic fence parts can be painted using a durable powder coated oven baked or polyester type paint,with a high durability to direct sun radiation. Paint is to be applied over the hot-dip galvanized anti-corrosive treatment,using a minimum thickness of 60 microns. Paint applications are to be warranted for a minimum of five years for quality and durability. —Not Used. • Vereda Bikeway Underpass 02832-3 ----- Issued: 09.26.05 Section 02832 Welded Wire Mesh Fence and Gates Page 4 of 5 • PART 3 - EXECUTION 3.01 GENERAL A. Clear and grub along fence lines as required to eliminate growth interfering with alignment. Remove debris from the property. B. Construct welded wire mesh fence similar to Section 0304-3,Chain Link Fence,of SSPWC, with the following modifications. C. install posts at a maximum spacing of 10 feet on centers;install support brace at first post and every 5`h post thereafter and fasten with nut and bolt or by welding. Be sure posts are installed with pre-drilled hole facing side to accept support brace. D. Where installing concrete foundations, trowel tops of footing and dome to direct water away from posts. Clean off concrete from bottom of posts E. Weld first panel at the corner/start post. Overlap panels by 1.0 mesh opening and connect panels with a minimum of 13 single junction clips for initial assembly. Repeat until 5 adjacent panels are fastened together. F. Stand connected panels to posts and tension the 5 panels at the first support brace, • using the tensioning device with a maximum tension of 2,000 lbs. Leave tension in place until panels are connected to posts. G. Adjust height of panels against the post from the beginning post to the first post with a support brace, (use several 2x4's as braces); connect panels to posts using a minimum of 9 U shaped fasteners per post. Connect support braces to post using two U shaped fasteners. H. Repeat operation until the Welded Wire Mesh Fence is installed from corner post to corner post. I. Welded joints and surfaces shall be wire brushed and finished with two coats of cold galvanized paint. Use silver spray for a final coat over.galvanized areas and for touch-up. J. Install corner post where changes in line or grade exceed a 30-degree deflection. K. Fabric shall be placed outside of the posts (not right-of-way side) • Vereda Bikeway Underpass-- 02832-4 - Issued: 09.26.05 Section 02832 Welded Wire Mesh Fence and Gates Page 5 of 5 • PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Welded Wire Mesh Fence shall be measured by the horizontal lineal foot unit(LF)as shown on the Bid Schedule and shall include all labor,new material,equipment and incidentals necessary to construct a complete Welded Wire Mesh Fence installation including either concrete post footings in the existing grade or secure embedment in retaining walls or other concrete structures as described in the plans and specifications. B. Welded Wire Mesh Fence Gates shall be measured by the unit each (EA) as shown on the bid schedule and shall include all labor, new material, equipment and incidentals necessary to construct a complete Welded Wire Mesh Fence Gate installation including either concrete post footings in the existing grade or secure attachment to retaining walls or other concrete structures as described in the plans and specifications. 4.02 PAYMENT A. Welded wire mesh fence and relocated fence shall be paid for at the lineal foot unit • shown on Bid Schedule and shall include concrete footings. Item No. Description Unit 02832.1 Welded wire mesh fence, 6'-4" high LF 02832.2 Gates EA END OF SECTION • Vereda Bikeway Underpass 02832-5_ ___ _-_____ _- Issued: 09.26.05 • SECTION 02835 PILING PART1 - GENERAL 1.01 DESCRIPTION This section addresses the products, materials and work required for piling for the Contractor to construct bridge at the locations and to the lines and grades specified on the plans. All such work at bridge shall be performed in accordance with the Standard Specifications of the State of California Department of Transportation (Caltrans) as modified by the provisions contained in this Section. The Standard Specifications shall be as published in July 2002 or latest edition which ever applicable. 1.02 SUBMITTALS Where submittals are referenced in the Caltrans Standard Specifications or this specification, such submittals shall be made in accordance with Section 01300 Submittals of these specifications. Engineer will be processed the Submittals by the Engineer within 14 days after receipt from the Contractor. • 1.03 QUALITY CONTROL Quality control activities shall conform to the requirements of Section 01400 Quality Control of these specifications. PART2 - PRODUCTS NOT USED PART 3 - EXECUTION 3.01 ADDITIONS/REVISIONS - PRODUCTS & EXECUTION A. The following specifications add to, revise or clarify Section 49 - Piling of the Caltrans Standard Specifications with regard to products, materials and execution of the work. Revisions to measurement and payment specifications are contained in Part 4. In the event of conflict between the Caltrans Standard Specifications and the provisions contained herein, the provisions herein shall govern. 3.02 MATERIAL A. Steel bearing piling shall be of the section shown on the plans and shall be • structural steel, containing not less than 0.2 % copper, conforming to the current ASTM Designation: A572 Grade 50 Steel. Vereda Bikeway Underpass 02835-1 Issued: 09.26.05 Section 02835 Piling Page 2 of 3 . 3.03 STORING AND HANDLING A. Piling to be stored shall be placed on skids above ground and sufficient number used to prevent deflection in the stored piling. The piling shall be kept clean and fully drained at all times. The method of handling shall be such that no damage will result to the piling. 3.04 SPLICES AND BUILD-UPS A. The length of piling shown on the plans or ordered may be built up on sections either before or during driving operations. The sections, unless otherwise shown on the plans, shall be of identical cross-section. Piling connections shall be by butt-welding the entire cross-section in the manner shown in the Contract Drawings. All welding shall be in accordance with current American Welding Society "Structural Welding Code-Steel' D1.5 care shall be taken to properly align the sections connected so that the axis of the pile will be straight. 3.05 BEARING CAPACITY A. All piling shall be driven to the ultimate bearing capacity specified on the plans. When measuring penetration per blow to determine if adequate bearing capacity has been obtained, the hammer shall be running freely and the speed specified by • the manufacturer for full rated energy output. If, for some unavoidable reason, driving must be interrupted before final penetration is reached, the penetration per blow to determine bearing capacity shall not be measured until 12 inches penetration or refusal has been obtained after driving has been resumed. Foundation piling shall be driven to the vertical or batter line indicated on the plans and the top of the completed pile shall not be more than six inches in any direction from the position shown on the plans. The center of gravity of the completed pile group shall not vary by more than four inches from the center of gravity determined from plan location. If necessary to meet the required tolerances, pilot holes may be drilled to start the pile or guide templets used. Undue force shall not be exerted to pull a pile into line. 3.06 CUT-OFFS A. Piling shall be cutoff, with a cutting torch, or by other acceptable methods, to the elevation and grade shown on the plans. Temporary cutoff shall be 2 inches below the base of the rail. Final cutoff shall be at the bottom of cap during assembly. 3.07 PILE DRIVING PREPAREDNESS A. The Contractor shall be equipped with pile shoes and well prepared in advance before commencing pile driving operation in case boulders and rocks are • encountered. Vereda Bikeway Underpass 02835-2 Issued:,09.26.05 Section 02835 Piling Page 3 of 3 • PART 4 - MEASUREMENT AND PAYMENT 4.01 ADDITIONS/REVISIONS - MEASUREMENT &c PAYMENT A. The following provisions add to, revise or clarify the Caltrans Standard Specifications with regard to measstifement and payment. In the event of conflict between the Caltrans Standard'Spcifications and the provisions contained herein, the provisions herein shall govern. 4.03 STEEL PILES A. The pile shall be measured as total length in place in the completed work, measuring from tip of the pile to the plane of the first (temporary cut-off at the base of the rail. Painting of piles, as shown in plan, and also providing and installing pile shoes if required are considered incidental to pile driving. B. Work under the steel piling pay item is to be performed at the following locations: 1) At Abutments and 2) At Bents. 4.04 PAYMENT Piling constructed in accordance with the Contract Documents will be paid for at the • Contract Unit Price as listed below. This price shall be full compensation for furnishing all labor, Materials, tools, equipments, supplies, supervision, and incidentals necessary to furnish and install and cutoff piling described by the Contract Documents including all final and interim piling cutoffs. PAYMENT WILL BE MADE UNDER: Item No. Description Pay Unit 02835.1 Steel Piles LF (HP 14X117) (Abutments) 02835.2 Steel Piles LF (HP I4X117) (Bents) END OF SECTION • Vereda Bikeway Underpass 02835-3 Issued: 09.26.05 • SECTION 03100 FORMWORK PARI' l - GENERAL 1.01 DESCRIPTION Furnish all labor,materials and equipment necessary and incidental for the construction of concrete formwork for cast-in-place concrete elements for concrete. Work Included A. Work under this section shall include but shall not be limited to the following: 1. Construction of formwork for cast-in place concrete, with shoring, bracing and anchorage. 2. Stripping of formwork. 3. Provide all incidental formwork accessories and construction. • 4. Special Form liner shall be on exterial faces Retaining walls. Limits of special form liner finish shall be us shown on plans. 1.02 RELATED WORK A. The Contractor shall coordinate work of this section with all applicable section of the specification and in particular: 1. Section 03200 - Reinforcing Steel 2. Section 03300 - Cast-in-Place Concrete 1.03 REFERENCES A. The Contractor shall comply with provisions of the most recent edition,including all addenda, of the all applicable local, State and Federal codes, specifications, standard, and recommended practices, except as otherwise indicated and in particular: 1. ACI 117 Standard Specifications for Tolerance for Construction and Material 2. ACI 301 Specifications for Structural Concrete for Buildings. Vereda Bikeway Underpass 03100-1 Issued:D9.20.05 Section 03100 Formwork Page 2 of 5 • 3. ACI 347 Recommended Practice For Concrete Formwork. 4. PS-1 Construction and Industrial Plywood. 1.04 SUBMITTALS A. The Contractor shall submit, under provisions of Section 01300, the following information: 1. Shop Drawings and Calculations: indicate pertinent dimensions, materials, bracing details, and arrangement of joints, ties, etc. 2. Formwork shop drawings shall be signed and sealed by a Registered Civil Engineer licensed in the State of California. 1.05 QUALITY ASSURANCE A. The Contractor shall conform to applicable codes for design, fabrication, erection and removal of formwork. B. The Contractor shall design formwork under direct supervision of a Registered Civil • Engineer licensed in the State of California and experienced in design of this work. C. The Contractor shall perform Work in accordance with ACI 347. PART 2 - PRODUCTS 2.01 WOOD FORM MATERIALS A. The Contractor shall provide form materials in accordance with PS-1,selected at the discretion of the Contractor. 2.02 PREFABRICATED FORMS A. The Contractor may use preformed Steel Forms. If selected by the Contractor, the forms shall be structurally adequate, matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished surfaces. 2.03 FORMWORK ACCESSORIES A. Form Ties: Removable, snap-off type, galvanized metal, free of defects that could leave holes larger than one inch in concrete surface. • B. Form Release Agent: Colorless mineral oil which will not stain concrete,or absorb Vereda Bikeway Underpass 03100-2 Issued: 09.26.05 Section 03100 Formwork Page 3 of 5 • moisture, or impair natural bonding or color characteristics of coating intended for use on concrete. C. Corners: Chamfered,rigid plastic or wood strip; 1 inch x 1 inch for posts;2 inch x 2 inch for slabs and beams. D. Dovetail Anchor Slot: Galvanized steel, 22 gage thick, release tape sealed slots, anchors for securing to concrete formwork. E. Nails,Spikes,Lag Bolts,Through Bolts,Anchorages: Sized as required,of sufficient strength and character to maintain formwork in place while placing concrete. PART 3 - EXECUTION 3.01 EXAMINATION A. The Contractor shall verify locations, lines, and levels before proceeding with formwork. The Contractor shall ensure that dimensions agree with shop drawings. 3.02 EARTH FORMS A. The Contractor shall hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. 3.03 INSTALLATION A. The Contractor shall erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI 301. Construct formwork to maintain tolerances required by ACI 301. B. Formwork of foundations shall not interfere with underground utilities such as fiber optic cables and track operational clearances. C. The Contractor shall provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to over stressing by construction loads. D. The Contractor shall arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping and permit removal of remaining principal shores. E. The Contractor shall align joints and make watertight. Keep form joints to a minimum. F. The Contractor shall provide chamfer strips on external corners of slabs, beams, columns and foundations. Vereda Bikeway Underpass 03100-3 Issued: 09.26.05 Section 03100 Formwork Page 4 of 5 • 3.04 APPLICATION OF FORM RELEASE AGENT A. The Contractor shall apply form release agent on formwork in accordance with manufacturer's recommendations. B. The Contractor shall apply, prior to placement of reinforcing steel; anchoring devices, and embedded items. 3.05 INSERTS,EMBEDDED PARTS, AND OPENINGS A. The Contractor shall provide formed openings for items to be embedded in or passing through concrete work. B. The Contractor shall locate and set in place items that will be cast directly into concrete. C. The Contractor shall coordinate work of other Sections in forming and placing openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts. D. The Contractor shall install accessories in accordance with manufacturer's instructions, straight, level, and plumb. Ensure items are not disturbed during concrete placement. • E. The Contractor shall provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. E. The Contractor shall close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces. 3.06 FORM CLEANING A. Clean and remove foreign matter within forms as erection proceeds. B. Clean formed cavities of debris prior to placing concrete. C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports. D. During cold weather, remove ice and snow from within forms. Do not use deicing • salts or water to clean out forms. Use compressed air or other means to remove foreign matter. Vereda Bikeway Underpass 03100-4 Issued: 09.26.05 Section 03100 Formwork Page 5 of 5 • 3.07 FORM STRIPPING A. Do not remove forms or bracing until concrete has gained sufficient strength to cavy its own weight and imposed loads. B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. 3.08 FIELD QUALITY CONTROL A. The Contractor shall inspect erected formwork,shoring,and bracing to ensure that work is in accordance with formwork design,and that supports,fastenings, wedges, ties,and items are secure. The Contractor shall correct non-conformance as directed by Engineer. B. The Contractor shall not reuse wood formwork more than four times for concrete surfaces to be exposed to view. Do not patch formwork. • PART 4 - MEASUREMENT AND PAYMENT No separate measurement or payment shall be made under this section. Payment for formwork will be considered as included in the payments for cast-in-place concrete. END OF SECTION • Vereda Bikeway Underpass 03100-5 Issued: 09.26.05 • SECTION 03200 REINFORCING STEEL PART 1 - GENERAL 1.01 DESCRIPTION Under this section, the Contractor shall furnish all labor, materials and equipment necessary and incidental to placing steel reinforcement bars, wire fabric, and accessories for cast-in-place and precast reinforced concrete construction. 1.02 RELATED WORK A. The Contractor shall coordinate work of this section with: 1. Section 03100 Formwork 2, Section 03300 Cast-in-Place Concrete 3. Section 03451 Concrete Structures • 1.03 REFERENCES A. The Contractor shall comply with provisions of the most recent edition, including all addenda, of the following codes, specifications, standards, and recommenced practices, except as otherwise indicated: 1. ACI 301 Specifications for Structural Concrete for Buildings. 2, ACI 318 Building Code Requirements For Reinforced Concrete. 3, ACI SP-66 American Concrete Institute - Detailing Manual. 4, ANSI D12.1 Reinforcing Steel Welding Code. 5, ASTM A615 Deformed and Plain Billet Steel Bars for Concrete Reinforcement. • Vereda Bikeway Underpass 03200-1 Issued:09.26:05 Section 03200 Reinforcing Steel Page 2 of 4 • 1.04 SUBMITTALS A. The Contractor shall submit, under the provisions of Section 01300, Submittals the following information: 1. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing steel and wire fabric, bending and cutting schedules, and supporting and spacing devices. 2. Certification: submit manufacture's or supplier's certifications that products meet specified requirements. 1.05 QUALITY ASSURANCE A. The Contractor shall perform Work in accordance with ACI 301, ACI SP-66 and ACI 318. B. The Contractor shall provide the Engineer with access to fabrication plant to facilitate inspection of reinforcement. Provide notification of commencement and duration of shop fabrication in sufficient time to allow inspection. PART2 - PRODUCTS • 2.01 REINFORCEMENT A. Reinforcing Steel: ASTMA615, 60 ksi yield grade; deformed billet steel bars. 2.02 ACCESSORY MATERIALS A. Tie Wire: Minimum 16 gage annealed type. B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during concrete placement conditions. 2.03 FABRICATION A. The Contractor shall fabricate concrete reinforcing in accordance with ACI SP- 66. B. The Contractor shall locate reinforcing splices not indicated on Drawings, at point of minimum stress. Indicate on shop drawings and review location of splices with Engineer. C. Welding for reinforcement is not permitted. • Vereda Bikeway Underpass 03200-2 Issued:,09.26.05 Section 03200 Reinforcing Steel Page 3 of 4 • PART 3 - EXECUTION 3.01 REINFORCEMENT A. Reinforcement shall conform to the provisions in Section 52, "Reinforcement," of the Standard Specifications and these specifications. B. The first paragraph of Section 52-1.07, "Placing," of the Standard Specifications is amended to read: Reinforcement shall be accurately placed as shown in the plans within the tolerances specified in the AREMA Manual for Railway Engineering (Chapter 8). Reinforcement shall be firmly and securely held in position by wiring at intersections and splices and by using precast mortar blocks or ferrous metal chairs, spacers, metal hangers, supporting wires, and other approved devices of sufficient strength to resist crushing under applied loads. Wooden, aluminum and plastic supports shall not be used. Placing bars on layers of fresh concrete as the work progresses will not permitted. C. The first paragraph of Section 52-1.08, "Splicing," of the Standard Specifications is amended to read: • Splicing of reinforcing bars shall be by lapping, mechanical butt splicing, or by mechanical lap splicing, at the option of the Contractor. D. The subparagraph of the sixth paragraph of Section 52-1.08, "Splicing"of the Standard Specifications is amended to read: The mechanical lap splice shall be a unit consisting of a sleeve, in which the reinforcing bars are positioned, and a wedge driven through holes in the sleeve and between the reinforcing bars. The mechanical lap splice shall only be used for splicing non-epoxy coated deformed reinforcing bars Nos. 4, 5 and 6. One mechanical lap splice unit per splice shall be used. E. The third paragraph of Section 52-1.08C(2), "Sleeve-Threaded Mechanical Butt Splices," of the Standard Specifications is amended to read: After completion of assembly the splice shall be tightened to a torque value recommended by the manufacturer for reinforcing bar No. 7 and smaller and to a torque value of not less than 200-foot pounds for reinforcing bar No. 8 and larger. • Vereda Bikeway Underpass _ 03200-3 Issued: 09.26.05 Section 03200 Reinforcing Steel Page 4 of 4 • 3.01 PLACEMENT A. The Contractor shall coordinate with placement of formwork, formed openings and other Work. B. The Contractor shall place, support and secure reinforcement against displacement. Do not deviate from required position. C. The Contractor shall accommodate placement of formed openings. D. The Contractor shall maintain concrete cover around reinforcing as indicated on the drawings. 3.02 FIELD QUALITY CONTROL A. Field inspection will be performed by the Engineer under provisions of Section 01400, Quality Control. All reinforcement shall be placed in accordance with the approved detailed shop drawings. PART 4 - MEASUREMENT AND PAYMENT • 4.01 ADDITIONS/REVISIONS - MEASUREMENT & PAYMENT A. The following provisions add to, revise or clarify the Caltrans Standard Specifications with regard to measurement and payment. In the event of conflict between the Caltrans Standard Specifications and the provisions contained herein, the provisions herein shall govern. 4.02 BAR REINFORCING STEEL A. No separate measurement and payment shall be made for this item for furnishing all labor, materials, tools equipments, bending and fabrication. Reinforcement shall be considered incidental to respective items where being used. END OF SECTION • Vereda Bikeway Underpass _ 03200-4 Issued: 09.26.05 • SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1,01 DESCRIPTION Under this section, the Contractor shall furnish all labor, materials, and equipment to construct cast-in-place concrete in accordance with the plans, specifications and directions of the Engineer. Work Included A. Work under this section shall include but shall not be limited to the construction of the following: 1. Retaining Walls, U-walls, Bent Collar, and other miscellaneous cast-in- place concrete at Storm water drainage and Sanitary Sewage System. 1.02 RELATED SECTIONS • A. The Contractor shall coordinate work of this section with: 1. Section 02200: Earthwork 2. Section 02722: Drainage Structures 3. Section 03100: Formwork 4. Section 03200: Reinforcing Steel 5. Section 03451: Concrete Structures 1.03 REFERENCES A. Comply with provisions of codes, specifications, standards, and recommended practices, except as otherwise indicated, of the latest edition and addenda thereto of: 1. SSPWC Standard Specifications for Public Works Construction of the Joint Cooperative Committee. 2. ACI 301 Specifications for Structural Concrete for Buildings • Vereda Bikeway Underpass 03300-1 Issued: 09.26.05 Section 03300 Cast-In-Place Concrete Page 2 of 5 • 3. ACI 304 Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete 4. ACI 308 Standard Practice for Curing Concrete 5. ASTM C39 Compressive Strength of Cylindrical Concrete Specimens 6. ASTM C143 Slump of Portland Cement Concrete 7. ASTM C150 Portland Cement 1.04 SUBMITTALS A. The Contractor shall submit, under the provisions of Section 01300, Submittals, the following information: 1. Mix Design: Concrete design documentation shall be submitted prior to material being brought to site. Demonstrate conformance to materials specified. 2. Product data on cement, aggregates, admixtures, curing materials, joint • devices, and attachment accessories. 3. Delivery tickets: Submit copies of delivery tickets for each load of concrete delivered to the site. Delivery tickets shall show date, time of loading, time of delivery, class, strength of concrete,contract number, mix design, slump ordered, type of cement, admixtures, name of purchasing contractor, batch weights of all materials, number of the revolution counter when the truck left the plant, any water added at the site and the authorizing person. 4. Shop drawings: Submit shop drawings for cast-in-place concrete structures including details of reinforcement, pattern, splicing, etc. 1.05 QUALITY ASSURANCE A. The Contractor shall perform Work in accordance with ACI 301. • Vereda Bikeway Underpass 03300-2 Issued: 09.26.05 Section 03300 Cast-In-Place Concrete Page 3 of 5 • PART 2 - PRODUCTS 2.01 MATERIALS A. Use materials and methods, which comply with the Standard Specifications for Public Works Construction of the Joint Cooperative Committee (SSPWC). Materials shall conform to Section 201-1,,Portland Cement Concrete, of the SSPWC: 1. Concrete for drainage junction structures and manholes shall be Class 560-C-3250 with a maximum slump of 5 inches. 2. Unless noted otherwise all Cast-In-Place Concrete shall be Class 560-C- 4000 with a maximum slump of 4 inches. B. Mix concrete in accordance with ACI 304. Deliver concrete in accordance with ASTM C94. PART 3 - EXECUTION 3.01 EXAMINATION • A. The Contractor shall verify requirements for concrete cover over reinforcement. B. The Contractor shall verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely and will not cause hardship in placing concrete. 3.02 PREPARATION A. Where new concrete needs to be placed joining directly to existing concrete, the Contractor shall prepare previously placed concrete by cleaning with steel brush, scrubbing or blasting and applying bonding agent in accordance with manufacturer's instructions. 3.03 PLACING CONCRETE A. Unless otherwise specified, perform work of this section in accordance with applicable sections SSPWC. B. The Contractor shall coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. C. The Contractor shall place concrete in accordance with ACI 304 and ACI 301. • D. The Contractor shall notify the Engineer minimum 24 hours prior to commencement of operations. Vereda Bikeway Underpass 03300-3 Issued: 09.26.05 Section 03300 Cast-In-Place Concrete Page 4 of 5 • E. The Contractor shall ensure that reinforcement, inserts, embedded parts, formed joint fillers,joint devices are not disturbed during concrete placement. F. The Contractor shall install joint fillers, primer and sealant in accordance with manufacturer's instructions. G. The Contractor shall place concrete continuously between predetermined expansion, control and construction joints. H. The Contractor shall not interrupt successive placement and shall not permit cold joints to occur. 3.04 STRUCTURE CONCRETE FINISHING A. The Contractor shall provide formed concrete surfaces to be left exposed with smooth rubbed finish. 3.05 CURING AND PROTECTION A. Immediately after placement the Contractor shall protect concrete from premature drying, excessively hot or cold temperatures and mechanical injury. • B. The Contractor shall maintain concrete with minimum moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. C. Curing compound shall be as specified in Section 201-4, Concrete Curing Compound, Type I of the SSPWC. 3.06 FIELD QUALITY CONTROL A. Field inspection and testing will be performed by the Engineer under the provisions of Section 01400, Quality Control. B. The Contractor shall provide free access to Work and cooperate with inspection personnel. C. Tests of cement and aggregates may be performed by the Engineer in accordance with referenced test methods to ensure conformance with specified requirements. D. One additional test cylinder will be taken by the Engineer during cold weather concreting, cured on job site under same conditions as concrete it represents. • E. One slump test will be taken by the Engineer for each set of test cylinders taken. Vereda Bikeway Underpass 03300-4 Issued: 09.26.05 Section 03300 Cast-In-Place Concrete Page 5 of 5 • 3.07 PATCHING A. The Contractor shall allow the Engineer to inspect concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete will not be accepted and shall be corrected as directed by the Engineer. C. The Contractor shall patch imperfections in accordance with ACI 301. 3.08 DEFECTIVE CONCRETE A. Defective Concrete is defined as: Concrete not conforming to required lines, details, dimensions, tolerances or specified material requirements. B. Repair or replacement of defective concrete will shall be performed by the Contractor as directed by the Engineer at no additional cost. PART 4 - MEASUREMENT AND PAYMENT Measurement and Payment is made under Section 03451, Concrete Structures • END OF SECTION • Vereda_Bikeway Underpass 03300-5 Issued: 09.26.05 • SECTION 03451 CONCRETESTRUCTURES PART1 - GENERAL 1.01 DESCRIPTION This section addresses the products, materials and work required for concrete structures for the Contractor to construct bridge, retaining walls and miscellaneous structures such as manholes,junction structures at the locations and to the lines and grades specified on the plans. All such work shall be performed in accordance with the Standard Specifications of the State of California Department of Transportation (Caltrans) as modified by the provisions contained in this Section. 1.02 SUBMITTALS Where submittals are referenced in the Caltrans Standard Specifications or this specification, such submittals shall be made in accordance with Section 01300 Submittals of these specifications. The Engineer will process submittals within 14 days after receipt from the Contractor. 1.03 QUALITY CONTROL • Quality control activities shall conform to the requirements of Section 01400 Quality Control of these specifications. PART 2 - PRODUCTS NOT USED PART 3- EXECUTION 3.01 ADDITIONS/REVISIONS - PRODUCTS & EXECUTION A. The following specifications add to, revise or clarify Section 51 - Concrete Structures and Section 90, "Portland Cement Concrete," of the Caltrans Standard Specifications with regard to products, materials and execution of the work. Revisions to measurement and payment specifications are contained in Part 4. In the event of conflict between the Caltrans Standard Specifications and the provisions contained herein, the provisions herein shall govern. • Vereda Bikeway Underpass 03451-1 Issued: 09.26.05 Section 03451 Concrete Structures Page,2 of 11 • 3.02 CONCRETE STRUCTURES A. Portland cement concrete structures shall conform to the provisions in Section 51, "Concrete Structures," and Section 90, "Portland Cement Concrete," of the Standard Specifications and these specifications. B. The fourteenth paragraph in Section 51-1.05, "Forms," of the Standard Specifications is amended to read: Anchor devices may be cast into the concrete for later use in supporting forms or for lifting precast members. The use of powder driven types of anchorages for fastening forms or form supports to concrete will not be permitted. C. All substructure members shall be constructed with concrete forms and shall not be cast against excavations, except for the bottom of the footings. 3.03 COMPRESSIVE STRENGTH A. The fourth and fifth paragraphs of Section 90-9.01, "General," of the Standard Specifications is amended to read: When concrete is designated by 28-day compressive strength rather than by cement content, the concrete strength shall be used as a basis for acceptance of • other than steam cured concrete will be determined from cylinders cured in conformance with Method 1 of California Test 540. If the result of a single 28-day compressive strength test is below the specified strength but is 95 percent or more of the specified strength, the Contractor shall at his expense, make corrective changes, subject to approval of the Engineer, in the mix proportions or in the concrete fabrication procedures, before placing additional concrete, and shall pay the Agency $100.00 for each in place cubic yard of concrete represented by the deficient test. If the result of a single 28- day compressive strength test is below 95 percent of the specified strength, but is 85 percent or more of the specified strength, the Contractor shall make the aforementioned corrections, and shall pay the Agency $150.00 for each in place cubic yard of concrete represented by the deficient test. In addition, such collective changes shall be made when the compressive strength of concrete tested at 7 days indicates, in the judgment of the Engineer, that the concrete will not attain the required compressive strength at 28 days. All such concrete represented by a single test which indicates a compressive strength of less than 85 percent of the specified 28-day compressive strength will be rejected in accordance with the provisions in Section 6-1.04, "Defective Materials." If the test result indicates a 28-day compressive strength below the specified strength, but 85 percent or more of the specified strength, payments to the • Agency as required above shall be made, unless the Contractor, at his Vereda Bikeway Underpass {03451-2 Issued: 09.24.05 Section 03451 Concrete Structures Page 3 of 11 • expense, obtains and submits evidence acceptable to the Engineer that the strength of the concrete placed in the work meets or exceeds the specified 28- day compressive strength. If the test result indicates a 28-day compressive strength below 85 percent, the concrete represented by such test will be rejected, unless the Contractor, at his expense, obtains and submits evidence acceptable to the Engineer that the strength and quality of the concrete placed in the work are acceptable. If such evidence consists of tests made on cores taken from the work, the cores shall be obtained and tested in accordance with the specifications of ASTM Designation: C 42. No single 28-day strength test shall represent more than 100 cubic yards. 3.04 BONDING A. Joints between new and existing concrete shall be given surface preparation and coated with epoxy adhesive where shown on the plans, as follows: 1. Surface preparation shall be performed prior to placing the adhesive. 2. Joints made within the mass of existing concrete by cutting, chipping, or grinding shall be cleaned free of all loose and deleterious material by • thorough brooming and by compressed air jetting. 3. Original surfaces of existing concrete shall be cleaned free of bitumen, grease, paint, and other deleterious materials and clean aggregate of at least 3/8 inch size shall be exposed by abrasive blast cleaning or machine scarifying. 4. The joints shall be surface dry and the ambient temperature shall be 50°F., or above, when the adhesive is applied. 5. The epoxy adhesive shall be furnished and applied in conformance with the provisions in Sections 95-1, "General," and 95-2.03, "Epoxy Resin Adhesive for Bonding New Concrete to Old Concrete," of the Standard Specifications. The adhesive shall be worked onto the surface with stiff brushes, or equal. 6. Concrete shall be placed before the epoxy adhesive begins to set and within the time limit required for the type of epoxy used. 3.05 CURING A. The formed surfaces, which will be exposed in the completed work, of the • columns, caps, piers, bents, or abutments, shall be cured by the forms-in-place method. Other surfaces of said units shall be cured in accordance with the Vereda Bikeway Underpass 03451-3 Issued: 09.26.05 Section 03451 Concrete Structures Page 4 of 11 • requirements in Section 90-7,03, "Curing Structures," of the 'Standard Specifications. B. Bridge decks, which are to be sealed with butyl rubber membrane, shall be cured by the water method only. C. In addition to other requirements for curing, the top surface of bridge decks, top of bent caps under deck expansion joints and top of abutment seats shall be cleaned of all loose material and covered with 2 coats of Chlorinated Rubber Base type pigmented curing compound after all work has been done which could cause damage to the compound, and while the surfaces are still accessible. The compound shall be applied at the rate of one gallon per 200±50 square feet per application. 3.06 ARCHITECTURAL TEXTURE FINISH TREATMENT (TEXTURED CONCRETE) A. TEXTURE TREATMENT — Architectural treatment for concrete surfaces shall conform to the details shown on the plans and the provisions in Section 51, "Concrete Structures," of the Standard Specifications and these special provisions. Architectural textures listed below are required at concrete surfaces shown on the plans: Formed relief texture The architectural treatment shall simulate a formed relief constructed to the dimensions and shapes shown on the plans. Corners at the intersection of plane surfaces shall be sharp and crisp without easing or rounding. A Class I surface finish shall be applied to the architectural texture. B. TEST PANEL. - A test panel designated at least 4 feet X 4 feet in size shall be successfully completed at a location designated by the Engineer before beginning work on architectural treatment. The test panel shall be constructed and finished with the materials, tools, equipment and methods to be used in constructing the architectural treatment. If ordered by the Engineer additional test panels shall be constructed and finished until the specified finish, texture and color are obtained, as determined by the Engineer. The test panel approved by the Engineer shall be used as the standard of comparison in determining acceptability of architectural treatment for the concrete surfaces. • Vereda Bikeway Underpass 03451-4 —Issued: 09.26.05 Section 03451 Concrete Structures Page.S of 11 • C. FORM LINERS. — Form liners shall be used for textured concrete surfaces and shall be installed in accordance with the manufacturer's recommendations, unless other methods are approved by the Engineer. Form liners shall be manufactured from an elastomeric material or a plasticized polyvinyl chloride material by a manufacturer of commercially available concrete form liners. Form liners shall leave crisp, sharp definition of the architectural surface. Recurring textural configurations exhibited by repeating recognizable shadow patters shall be prevented by proper casting of form liner patterns. Textured concrete surfaces with such recurring textural configurations shall be reworked to remove such patterns as approved by the Engineer or the concrete shall be replaced. Form liners shall have the following properties: Description ASTM Range Designation: Elastomeric Material Shore A D 2240 40 to 65 hardness Tensile D 412 130 to 900 Strength (psi) Semi-elastomeric Polyurethane Shore A D 2240 20 to 30 hardness Tensile D 412 145 maximum Strength (psi) Cuts and tears in form liners shall be sealed and repaired before use of the liner. Form liners that are delaminated from the form shall not be used. Form liners with deformations to the manufactured surface caused by improper storage practices or any other reason shall not be used. Form liners shall extend the full length of texturing with transverse joints at 8 foot minimum spacing. Small pieces of form liners shall not be used. Grooves shall be aligned straight and true. Grooves shall match at joints between form liners. Joints in the direction of grooves in grooved patterns shall be located only in the depressed portion of the textured concrete. Adjoining liners shall be butted together without distortion, open cracks or offsets at the joints. Joints between liners shall be cleaned before each use to remove any mortar in the joint. • Vereda Bikeway Underpass 03451-5 Issued:09.26.05 Section 03451 Concrete Structures Page 6 of 1 l • Adhesives shall be compatible with the form liner material and with concrete. Adhesives shall be approved by the liner manufacturer. Adhesives shall not cause swelling of the liner material. D. RELEASING FORM LINERS. — Products and application procedures for form release agents shall be approved by the form liner manufacturer. Release agents shall not cause swelling of the liner material or delamination from the forms. Release agents shall not stain'the concrete or react with the liner material. For reliefs simulating fractured concrete or wood grain surfaces the application method shall include the scrubbing method using a natural bristle scrub brush in the direction of grooves or grain. The release agent shall coat the liner with a thin film. Following application of form release agent, the liner surfaces shall be cleaned of excess amounts of agent using compressed air. Buildup of form release agent caused by the reuse of a liner shall be removed at least every 5 uses. Form liners shall release without leaving particles or pieces of liner material on the concrete and without pulling or breaking concrete from the textured surface. The concrete surfaces exposed by removing forms shall be protected from damage. F. CURING. — Concrete surfaces with architectural treatment shall be cured only by the forms-in-place or water methods. Seals and curing compounds shall not be used. • G. PREPARE AND STAIN CONCRETE. —This work shall consist of preparing and staining the concrete surface designated on the plans to receive architectural treatment. After completion of the class of concrete surface finish required in Section 51, "Concrete Structures, " of the Standard Specifications, the surfaces of the concrete to be stained shall be prepared by a light water blasting of the surface as necessary to remove any remaining from oil or other contaminants. The concrete surface shall be thoroughly dry at the time stain is applied. The stain shall be a water based, styrene-acrylic coating which has been commercially manufactured for use as an exterior concrete stain and compatible with the form liner. The stain shall be formulated and applied so that the color of the stained concrete closely conforms to the referee sample described under "Test Sample" elsewhere in these special provisions. Each coat of stain shall be thoroughly cured before the succeeding coat is applied. Areas not to be stained shall be protected so that they remain stain-free. • Vereda Bikeway Underpass - 03451-6 Issued: 09.26.05 Section 03451 Concrete Structures Page.7 of 11 • 3.07 ANTI-GRAFFITI PROTECTIVE COATING Anti-graffiti protective coating for use on surfaces receiving an architectural treatment shall conform to the provisions in Section 7, "Legal Relations and Responsibilities," of the Standard'Specifications and these special provisions. All Surfaces to be treated shall have cured a minimum of 28 days and shall be clean and dry prior to applying the protective coating. The protective coating shall be sprayed in accordance with the manufacturer's instructions. The anti-graffiti protective coating shall be a clear color; water based cross-linked co- polymer type, used to prevent graffiti from penetrating the surface of concrete materials. Coating shall be a sacrificial type,easily washed with hot water. Chemical solids shall not exceed 27 percent of the total coating volume. The coating shall be a non-flammable, clear when dry emulsion. Anti-graffiti protective coating shall be applied in a minimum of 3 even coats on all surfaces to be treated. Each coat shall be thoroughly dried before applying the next coat. Anti-graffiti protective coating shall be placed on all surfaces subject to graffiti exposure. • Applying anti-graffiti protective coating will be measured by the square foot of surface covered. 3.08 PRECAST CONCRETE BENT CAP, ABUTMENT CAP & WINGWALLS, BALLAST RETAINER AND APPROACH SLAB A. Precast concrete shall conform to the details shown on the plans, the provisions in Section 51, "Concrete Structures," Section 52, "Reinforcement," Section 75, "Miscellaneous Metal," and Section 90, "Portland Cement Concrete," of the Standard Specifications and these specifications. 3.09 PRECAST PRESTRESSED CONCRETE GIRDERS A. Prestressing precast concrete members shall be in accordance with Section 50, PRESTRESSING CONCRETE, of the Caltrans Standard Specifications. B. Keyways shall be filled with a mortar mix in accordance with details shown on the plans. Keyways shall be mortar-tight before placing materials. C. No equipment or other loads will be allowed on any span until at least 48 hours after the last epoxy has been placed in the keyways. • D. Precast Prestressed Girder connector rods, shown as tie rods on the plans, shall conform to the following: Vereda Bikeway Underpass 03451-7 Issued: 09.26.05 Section 03451 Concrete Structures 'Page 8 of 1 l • I. Bolts, rods, nuts and plate washers shall be structural steel; lock washers shall be ANSI heavy duty spring washers; and all metal shall be hot-dip galvanized after fabrication in accordance with the provisions in Section 75-1.05, Galvanizing, of the Caltrans Standard Specifications. 2. Openings for tie rods shall be accurately placed and shall conform to the details shown on the plans. 3. After stressing rods, nuts shall be tightened as shown on plans after the box girder units are positioned and prior to placing grout in keyways. 4. Threads at the ends of rods shall be welded to prevent loosening of the nut. E. Cover plates at the joints, bolts, angles shall be as per Section 05075 of these specifications. 3.10 ELASTOMERIC BEARING PADS A: Elastomeric bearing pads shall conform to the provisions of AREMA-Chapter 19, Section 1.6, "Elastomeric Bearing Pads." B. Steel reinforced elastomeric bearing pads, as indicated on the plans, shall be Neoprene and have a shear modulus of elastomer of 130 psi and shall conform to Table 1-2. 3.11 CONCRETED ROCK SLOPE PROTECTION A. Concreted Rock slope protection shall conform to Section 72 of Caltrans Standard Specifications, as shown in plan and as directed by Engineer. PART 4 -MEASUREMENT AND PAYMENT 4.01 ADDITIONS/REVISIONS -MEASUREMENT & PAYMENT A. The following provisions add to, revise or clarify the Caltrans Standard Specifications with regard to measurement and payment. In the event of conflict between the Caltrans Standard Specifications and the provisions contained herein, the provisions herein shall govern. • Vereda Bikeway Underpass 03451-8 Issued: 09.2.6.05 SectionD3451 Concrete Structures Page.9 of 11 4.02 PRECAST CONCRETE BENT CAP, ABUTMENT CAP, WINGWALLS. • BALLAST RETAINER AND APPROACH SLAB A. Measurement and payment for precast concrete units will be made according to pay items established herein. Furnish and Erect each unit, which includes all labor, and material such as concrete, reinforcing steel, anchor rods, structural steel plates embedded fully or partially, dowels, lifting anchor devise, transportation, lifting devices for installation, and all incidentals to complete the work as shown in plan and directed by Engineer. Payment shall be made at the contract amount bid and shall be full compensation for the completed unit furnished and erect at site location as per Caltrans Standard Specifications, and these specifications. 4.03 PRECAST PRESTRESSED CONCRETE GIRDER A. Measurement for prestressed precast concrete members shall be made according to pay item established herein. The contract price to Furnish and Erect each Unit at site shall include full compensation for all labor materials, tools, equipment and incidentals, and for all work involved in manufacturing and installation PC Girder Units. The labor, material cost to furnish and install Elastomeric Bearing Pad, reinforcement, Tie Rods with all material for its connection, grouting shear keys • between girders, cast-in-place curb as shown on plan, and cover plates at the joints including fixtures shall be incidental to this pay item and no additional payment will be made. 4.04 STRUCTURE CONCRETE A. Measurement and payment for Structure Concrete shall be made by the Cubic Yard (CY) in accordance with the provisions of the Caltrans Standard Specifications as modified in these specifications and measured to the limits shown on the plans at the contract amount bid and shall be full compensation for the work as indicated in the plans, Caltrans Standard Specifications, these specifications and as directed by the Engineer. Labor and material cost to install reinforcing steel per plan shall be considered incidental to this item and no additional payment for the reinforcement shall be made. Structure concrete pay item includes the following: Cast-in-place Concrete Collar at Bent. Cast-in-place Concrete at Ballast Retainer B. Measurement and Payment for Structure Concrete in Retaining Walls, Slough walls shall be per Square Feet (SF) base for various design heights (H). The • surface area (SF) shall be calculated from actual wall height measured from the Vereda Bikeway Underpass - -03451-9 Issued: 09.26.05 Section 03451 Concrete Structures Page 10 of 11 • top of wall profile to top of footing and length as indicated in plan for various design heights. The U-wall shall be measured and paid per Square Feet (SF) calculated by the product of length as indicated on plans and wall height measured from the top of wall profile to top of footing. The payment includes footings, bar reinforcing steel, expansions joints, pervious material behind the wall, waterstops, drainpipes, complete gutter behind the walls as per Caltrans/APWA standard plans,and all special forms used for texture treatment where applicable as per Item 3.06 and other miscellaneous items to complete the work. C. All concrete miscellaneous work for storm water drain and sanitation sewer system such as manholes,junction box, and trash rack shall not be measured and paid separately but shall be incidental to the respective item. D. All other minor concrete shall be incidental to the item where work is being performed and no separate measurement and payment shall be made. 4.05 CONCRETED-ROCK SLOPE PROTECTION A. Measurement and payment for Concreted Rock Slope Protection shall be made by the Square Yard (SY) in accordance with the provisions of the Caltrans Standard Specifications as modified in these specifications and measured to the limits • shown on the plans at the contract amount bid and shall be full compensation for the work as indicated in the plans, Caltrans Standard Specifications, these specifications and as directed by the Engineer. 4.06 ARCHITECTURAL TREATMENT(TEXTURED CONCRETE) A. Architectural treatment will be measured and paid for by the square foot. The contract price paid per square foot for architectural treatment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in producing architectural treatment, complete in place, including test panels, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Full compensation for preparing and staining concrete with an architectural treatment shall be considered as included in the contract price paid per square foot for architectural treatment and no separate payment will be made therefore. 4.07 ANTI-GRAFFITI PROTECTIVE COATING The Contract price paid per square foot for anti-graffiti protective coating shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in applying an anti-graffiti protective coating, complete in place, as shown on the plans, as specified in the Standard Specifications and • these special provisions, and is directed by the Engineer. Vereda Bikeway Underpass 93451-10 Issued: 09.2,6.05 Section 03451 Concrete Structures Page 1.1 of I1 • 4.08 PAYMENT PAYMENT WILL BE MADE UNDER: Item Description Pay Unit 3451.1 Furnish and Erect precast concrete Abutment Cap EA 3451.2 Furnish and Erect precast concrete Abutment Wing WallsEA 3451.3 Furnish and Erect precast concrete Approach Slab EA 3451.4 Furnish and Erect precast concrete Bent Cap EA 3451.5 Furnish and Erect PC/PS Girder with Curb EA 3451.6 Furnish and Erect PC Ballast Retainer EA • 3451.7 Structure Concrete (C.I.P. Concrete at Bent Collar& CY Ballast Retainer including reinforcement) 3451.8 Structure Concrete, Slough Wall (H=3') SF 3451.9 Structure Concrete, Retaining Wall (H=4') SF 3451.10 Structure Concrete, Retaining Wall (H=6') SF 3451.11 Structure Concrete, Retaining Wall (H=8') SF 3451.12 Structure Concrete, Retaining Wall (H=10') SF 3451.13 Structure Concrete, U-Wall SF 3451.14 Concreted Rock Slope Protection Cy (Cobble, Method A) 3451.15 Architectural Treatment SF 3451.16 Anti-Graffiti Protective Coating SF • END OF SECTION Vereda Bikeway Underpass - 03451-11 Issued: 09.26.05 • SECTION 05075 MISCELLANEOUS METAL PART 1 - GENERAL 1.01 DESCRIPTION This section addresses the products, materials and work required for miscellaneous metal for the Contractor to construct bridge and retaining wall structures at the locations and to the lines and grades specified on the plans. All such work at bridge and retaining wall structures shall be performed in accordance with the Section 75 and 83 of the latest Standard Specifications of the State of California Department of Transportation (Caltrans) as modified by the provisions contained in this Section. 1.02 SUBMITTALS Where submittals are referenced in the Caltrans Standard Specifications or this specification, such submittals shall be made in accordance with Section 01300 Submittals of these specifications. Submittals will be processed by the Engineer within 14 days after receipt from the Contractor. • 1.03 QUALITY CONTROL Quality control activities shall conform to the requirements of Section 01400 Quality Control of these specifications. PART 2 - PRODUCTS NOT USED PART 3—EXECUTION NOT USED PART 4 - MEASUREMENT AND PAYMENT 4.01 ADDITIONS/REVISIONS - MEASUREMENT & PAYMENT A. The following provisions add to, revise or clarify the Caltrans Standard Specifications with regard to measurement and payment. In the event of conflict between the Caltrans Standard Specifications and the provisions contained herein, the provisions herein shall govern. • Vereda Bikeway Underpass 05075-1 Issued: 09.26.05 Section 05075 Miscellaneous Metal Page 2 of 2 • 4.02 MISCELLANEOUS BRIDGE METAL A. All metal, including anchor rods with or without bolts, plates, dowels etc. embedded in concrete as shown in plan shall be considered incidental to that item and no additional payment either to furnish or to install will be made. B. All rest of metal not included above such as but not limited to deck cover plates, curb angles, curb plate, lifting loops, shall be considered incidental to Precast Prestressed Girder as per Section 03451 of these document. No separate measurement or payment shall be made under Miscellaneous Metal. 4.03 MISCELLANEOUS METAL FOR BRIDGE RAILING A. The miscellaneous metal used for bridge railing including wire rope and post anchorage shall be measured in unit weight. The cost shall include labor and material to install and other work to finish the work as shown in plan. 4.04 MISCELLANEOUS METAL FOR CABLE RAILING OVER RETAINING WALLS A. The miscellaneous metal used for cable railing including wire cable and post • anchorage shall be measured and paid by linear feet of railing installed. The cost shall include labor and material to install and other work to finish the work as shown in plan. B. The Cable Railing shall be as per Caltrans Standard Specifications Section 83-1-02E Cable Railing. 4.05 MISCELLANEOUS METAL FOR STORM METAL DRAIN & SANITATION SEWER A. No separate measurement or payment shall be made under this section. Any miscellaneous metal used shall be incidental to the item where work is being performed. 4.06 PAYMENT Item Description Pay Unit 5075.1 Miscellaneous Metal (Bridge Railing & Walkway) LB. 5075.2 Cable Railing LF. • END OF SECTION Vereda Bikeway Underpass 05075-2 Issued: 09.26.05 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment A • SECTION 14. FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS GENERAL.—The work herein proposed will be financed in whole or in pan with Federal funds, and therefore all of the (This form need not be filled in if all joint venture firths are statutes, rules and regulations promulgated by the Federal Gov- DBE owned.) emment and applicable to work financed in whole or in part with Federal funds will apply to such work. The "Required Contract Provisions, Federal-Aid Construction Contracts, 'Form FHWA 1.Name ofjoint venture 1273,are included in this Section 14. Whenever in said required contract provisions references are made to "SHA contracting officer," "SHA resident engineer,"or"authorized representative of the SHA," such references shall be construed to mean "Engineer" 2.Address ofjoint venture as defined in Section 1-1.18 of the Standard Specifications. PERFORMANCE OF PREVIOUS CONTRACT.In ad- dition to the provisions in Section 11, "Nondiscrimination," and 3.Phone number ofjoint venture Section VII, "Subletting or Assigning the Contract," of the re- quired contract provisions, the Contractor shall comply with the following: 4.Identify the flans which comprise the joint venture. (The The bidder shall execute the CERTIFICATION WITH RE- GARD TO THE PERFORMANCE OF PREVIOUS CON- DBE partner must complete Schedule A.) TRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS located in the proposal. No request for subletting or assigning any portion of the contract in excess of $10,000 will be considered under the provisions of Section VII of the required contract provisions unless such request is a.Describe the role of the DBE firm in thejoint venture. accompanied by the CERTIFICATION referred to above, executed by the proposed subcontractor. NON-COLLUSION PROVISION.—The provisions in this b.Describe very briefly the experience and business '• section are applicable to all contracts except contracts for Federal Aid Secondary projects. qualifications of each non-DBE joint venturer: Title 23, United States Code, Section 112, requires as a condi- tion precedent to approval by the Federal Highway Administrator of the contract for this work that each bidder file a sworn statement executed by, or on behalf of, the person, firm, association, or corporation to whom such contract is to be awarded,certifying that such person, firm, association, or corporation has not, either 5.Nature of the joint venture's business directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the submitted bid. A farm to make the non-collusion affidavit statement required by Section 6.Provide a copy of the joint venture agreement. 112 as a certification under penalty of perjury rather than as a sworn statement as permitted by 28,USC, Sec. 1746, is included 7.What is the claimed percentage of DBE ownership? in the proposal. PARTICIPATION BY DISADVANTAGED BUSINESS EN- TERPRISES IN SUBCONTRACTING.—Part 26, Title 49, 8.Ownership of joint venture: (This need not be filled in if Code of Federal Regulations applies to this Federal-aid project. Pertinent sections of said Code are incorporated in part or in its described in the joint venture agreement,provided by question entirety within other sections of these special provisions. Schedule B—Information for Determining Joint Venture Eli- gibility Revised 3-95 08-07-95 FR-1 • Page 12-65 LPP 01-04 March 15,2001 EXHIBIT 12-E LOcal Ws3istance Procedures Manual Attachment A PS&E Checklist Instructions a.Profit and loss sharing. ..................................................................................................... b.Capitol contributions,including equipment. Name of Firm Name of Finn c.Other applicable ownership interests. ...........................................................-........................................ 9.Control of and participation in this contract. Identify by Signature Signsmre name,race,sex,and"firm"those individuals(and thein titles) who are responsible for day-to-day management and policy ................................................................................_................... - decision making, including, but not limited to, those with Name Name prime responsibility for. ..................................................................................................... Title Title a.Financial decisions - .............................................................._..................................... Date Date b.Management decisions,such as: Date 1,Estimating State of County of 2.Marketing and sales On this day of . 19 before me. 3.Hiring and firing of management personnel _ appeared (Name) . to me personally known,who, being duly sworn, did execute the foregoing affi- 4..Purchasing of major items or supplies davit, and did state that he or she was properly authorized by (Name of firth) to execute the affidavit and did an,as his or her free act and deed. c,Supervision of field operations ,1 Notary Public Commission expires �te.—If,ager filing this Schedule B and before the comple- of the joint venture's work-on the conhact covered by this (Seal) regutation, there is any significant change in.the information submitted,the joint venture must inform the grantee, either di- Date redly or through the prime contractor if the joint yenmre is a subcontractor. State of AMdavit County of "The undersigned sweanthat the foregoing statements are cor- On this _day of 19—, before me rest and include all material information necessary to identify and explain the terms and operation of our joint venture and the appeared(Name) to me personally known, intended participation by eachjoint venturer in the undertaking. Further, the undersigned covenant and agree to provide to - who,being duly sworn,did execute the foregoing affidavit,and. grantee eunettt,complete and accurate information resenting ac- tual egac- teal joint venture work and the payment therefor ani artypro- did state that he or she was properly authorized by(Name of posed changes is any of the joint vrnture artangetttrnts and to permit the audit and examination of the books,records and files firm) to execute the affidavit of the �ntZ, we,orthose ofhe joint by authriand did so as his or her free act and deedthe Feddingagenwillbeunds for te. in into any contract which may be Notary Public awarded and for initiating action under Federal or State Taws concerning false statements." Commission expires [Seal] Revised 3-95 0"7-95 FR-2 l 12-66 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS • (Exclusive of Appalachian Contracts) dance with the procedures of the U.S.Department of Labor(DOL) Page as set forth in 29 CFR 5,6,and 7. Disputes within the meaning of this clause include disputes between the contractor(or any of its I. General........................_............................................. 3 subcontractors) and the contracting agency, the DOL, or the IT. Nondiscrimination ..................................................... 3 contractor's employees or their representatives. 111. Nonsegregated Facilities ............................................ 5 IV. Payment of Predetermined Minimum Wage .............. 6 6.Selection of Labor: During the performance of this contract, V. Statements and Payrolls ............................................. 8 the contractor shall not: V1. Record of Materials,Supplies,and Labor.................. 9 a.discriminate against labor from any other State,possession, VIL Subletting or Assigning the Contract ......................... 9 or territory of the United States (except for employment VIII. Safety: Accident Prevention........................_............ 10 preference for Appalachian contracts, when applicable, as IX. False Statements Concerning Highway Project.......... 10 specified in Attachment A),or X. Implementation of Clean Air Act and Federal Water Pollution Control Act................................"--............ 10 b.employ convict labor for any purpose within the limits of the project unless it is labor performedy XI. Certification mg Debarment,Sus nsion, b convicts who are on Regarding ... parole,supervised release,or probation. Ineligibility,and Voluntary Exclusion...................... 11 XII. Certification Regarding Use of Contract Fonds for if. NONDISCRIMINATION Lobbying..................................................-__............ 12 - ' (Applicable to all Federal-aid construction contracts and to all ATTACHMENTS related subcontracts of 910,000 or more.) A.Employment Preference for Appalachian Contracts(included 1.Equal Employment Opportunity: Equal employment in Appalachian connects only) opportunity(EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under I. GENERAL laws, executive orders, rules, regulations (28CFR35, 29 CFR 1630, and 41 CFR 60) and orders of the Secretary of I.These contract provisions shall apply to all work performed Labor as modified by the provisions prescribed herein, and im- • on the connect by the contractor's ownorganization and with the posed pursuant to 23 U.S.C. 140 shall.constitute the EEO and assistance of workers under the contractor's immediate specific affirmative action standards for the contractor's project superintendence and to all work performed on the contract by activities under this contract The Equal Opportunity Construction piecework,station work,or by subcontract. Contract Specifications see forth under 41 CFR 60A.3 and the provisions of the American Disabilities Act of 1990 2.Except as otherwise provided for in each section, the con- (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and tractor shall insert in each subcontract all of the stipulations 29 CFR 1630 are incorporated by reference in this contract. In the contained in these Required Contract Provisions, and further re- execution of this contract,the contractor agrees to comply with the quite their inclusion in any lower tie subcontract or purchase following minimum specific requirement activities of EEO: order that may in mm be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime a.The contractor will work with the State highway agency contractor shall be responsible for compliance by any (SHA)and the Federal Government in carrying out EEO obli- subcontractor or lower tier subcontractor with these Required gations and in their review of his/her activities under the con- Contract Provisions. tract. 3.A breach of any of the stipulations contained in these Re- - b.The contractor will accept as his operating policy the quired Contract Provisions shall be sufficient grounds for term- following statement; nation of the contract. - - "It is the policy of this Company to assure that applicants are 4.'A breach of the following clauses of the Required Contract e+npla3'ed: and that employees are treated during employment, Provisions may also be grounds for debarment as provided in without regard to their race, religion, sex, color,national origin, 29 CFR 5.12: age or disability. Such action shall include: employment, .upgrading, demotion, or transfer, recruitment or recruitment ad- Section 1,paragraph 2; vertising; layoff or termination; rates of pay or other forms of Section IV,paragraphs 1,2,3,4,and 7- compensation; and selection for training, including apprentice- Section V,paragraphs 1 and 2a through 2g. ship,preapprenticeship,and/or on-the-job training." 5.Disputes arising out of the tabor standards provisions of 2.EEO Officer: The contractor will designate and make Section IV(except paragraph 5)and Section V of these Required known to the SHA contracting officers an EEO Officer who will Contract Provisions shall not be subject to the general disputes have the responsibility for and must be capable of effectively clause of this contract. Such disputes shall be resolved in accor- Fara 1273—Revised 3.95 0"7-95 FR-3 • Page 12-67 LPP 01-04 March 15,2001 EXHIBM2-E Local Assistance Procedures Manual Attachment B PS&E Checklist Instructions administering and promoting an active contractor program of EEO refer minority group applicants for employment. Information who must be assigned adequate authority and responsibility to and procedures with regard to referring minority group . applicants will be discussed with employees. 3,Dissemination of Policy: All members of the contractor's 5.Personnel Actions: Wagcs, working conditions, and staff who are authorized to hire,supervise,promote,and discharge employee benefits shall be established and administered, and employees, or who recommend such action, or who are personnel actions of every type, including hiring upgrading, substantially involved in such action,will be made fully cognizant promotion, transfer, demotion, layoff, and termination, shall be of, and will implement, the contractor's EEO policy and taken without regard to race,color, religion, sex,national origin, contractual responsibilitics to provide EEO in each grade and age or disability. The following procedures shall be fallowe& classification of employment. To ensure that the above agreement will be met,the following actions will be taken as a minimum: - a:The contractor will conduct periodic inspections of project sites:to ensure that working conditions and employee facilities a.Periodic meetings of supervisory and personnel office do not indicate discriminatory. imitnient of project site employees will be conducted before the start of work and then personnel. not less often than once every six months; at which time the contractor's EEO policy and its implementation will be m- b.The contractor will periodically evaluate the spread of viewed and explained. The meetings will be conducted by the wages paid within each classification to determine any evidence EFO Officer. of discriminatory wage practices. - b.All new supervisory or personnel office employees will be a The contractor will periodically review selected personnel given a thorough indoctrination by the EEO Officer,covering all actions in depth to determine whether there is evidence of major aspects of the contractor's EEO obligations within thirty discrimination. Where evidence is found, the contractor will days following their reporting for duty with the contractor. promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such a All personnel who are engaged in direct recruitment for the corrective,action shall include all affected persons. _ - project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. d.The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with d.Notices and posters setting forth the contractor's EEO his obligations under this contract,will attempt to resolve such policy will be placed in areas readily accessible to employees, complaints,and will take appropriate corrective action within a applicants for employment and potential employees. reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, e.The contractor's EEO policy and the procedures to inr such corrective action shall include such other persons. Upon plement such policy will be brought to the attention of em- completion of each investigation, the contractor will inform ployees by means of meetings, employee handbooks, or other every complainant of all of his avenues of appeal. appropriate means. '6.Training and Promotion: �Recruitment: When advertising for employees, the ctor will include in all advertisements for employees the a.The contractor will assist in locating, and tion: "An Equal Opportunity Employer." All such adver- increasing the skills of minority group and oen mplyees, tisements will be placed in publications having a large circulation and applicants for employment among minority groups in the area from which the project work force would normally be derived. b.Consistent with the contractor's work force requirements a.The contractor will,unless precluded by a valid bargaining and as permissible under Federal and State regulations, the agreement,.conduct systematic and direct recruitment through contractor shall make full use of training programs, i.e., public and private employee referral sources likely to yield apprenticeship, and on-the-job training programs for the ge- qualified minority group applicants. To meet this requirement, percent o l area ti contract performance. Where feasible, 25 the contractor will identify sources of potential minority group ��°t°f apprentices re trainees in each occupation shall be is employees, and establish with such identified sources spec first year of apprenticeship or training. In the event a procedures whereby minority nt co applicants may be referred special provision for training is provided under this contract, to the contractor for employment emu do cation. this subparagraph will be superseded as indicated in the special provision. b.In the event the contmat°r has a valid bargaining agreement a The contractor will advise employees and applicants for providing for provisions hiring hg8.referrals, he a expected to employment of available training programs.and entrance re- observe the provisions of that agreement a the extent that the quirernents for each. - system permits the contractor's compliance with EEO contract , provisions. (The DOL has held that where implementation of d.The contractor will periodically review the training and such agreements have the effect of discriminating against pronation potential of minority group and women employees -minorities or women,or obligates the contractor to do the same, and will encourage eligible employees to apply for such training such implementation violates Executive Order 11246, as and promotion. amended.) c.The contractor will encourage his present employees to Fara 1177—Revixd 195 OM7-95 FR-4 e 12-68 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B • 7.Unions: If the contractor relies in whole or in part upon records as necessary to document compliance with the EEO unions as a source of employees, the contractor will use his/her requirements. Such records shall he retained for a period of three best efforts to obtain the cooperation of such unions to increase years following completion of the contract work and shall be opportunities for minority groups and women within the unions, available at reasonable times.and places for inspection by au- and to effect rdenals by such unions of minority and female thorized representatives of the SHA and the FHWA. employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures a.The records kept by the contractor shall document the - act forth below: following: a.The contractor will use best efforts to develop, in coop- (1)The number of minority and non-minority group enation with the unions,joint training Programs aimed toward members and women employed in each work classification on qualifying more minority group members and women for the project; membership in the unions and increasing the skills of minority . - group employees and women so that they may qualify for higher (2)The progress and efforts being made in cooperation paying employment. with unions, when applicable, to increase employment op- portunities for minorities and women; b.The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will (3)The progress and efforts being made in locating,hiring, be contractually bound to refer applicants without regard to their training, qualifying, and upgrading minority and female race,color,religion,sex,national origin,age or disability. employees;and c.The contractor is to obtain information as to the reftmal (4)The progress and efforts being made in securing the practices and policies of the labor union except that to the extent- .services of DBE subcontractors or subcontractors with such information is within the exclusive possession of the labor meaningful minority and female representation among their union and such labor union refuses to furnish such information employees. to the contractor,the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such b.The contractors will submit an annual report to the SHA information. each July for the duratiomof the project,indicating the number of minority, women, and non-minority group employees d.In the event the union is unable to provide the contractor currently engaged in each work classification required by the with a reasonable flow of minority and women referrals within contract work. This information is to be reported on Form the time limit set forth in the collective bargaining agreement, FHWA-1391. If on-the-job training is being required by special the contractor will,through independent recruitment efforts,fill provision, the contractor will be required to collect and report the employment vacancies without regard to race, color, training data- religion, atareligion, sex, national origin, age or disability, making full efforts to obtain qualified and/or qualifiable minority group III NONSEGREGATED FACILITIES - • persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective (Applicable to all Federal-aid construction cantraets and to all bargaining agreement providing for exclusive referral failed to related subcontracts of$10,000 or more.) refer minority employees.) In the event the union referral prac— tice prevents the contractor from meeting the obligations a By submission of this bid,the execution of this contract or pursuant to Executive Order 11246, as amended, and these subcontract, or the consummation of this material supply special provisions,such contractor shall immediately notify the agreement or purchase order,as appropriate,the bidder,Federal- . aid construction contractor, subcontractor,material supplier,or 8.Selection of Subcontractors,Procurement of Materials and vendor,as appropriate;certifies that the firm does not maintain Leasingof of Equipment: The contractor shall not discriminate on or provide for its employees any segregated facilities permit any is its establishments, and that the firm does not permit its the grounds of race, color, religion, sex, national origin, age or employees to perform their services at any location; under its disability in the selection and retention of subcontractors, control, where segregated facilities are maintained. The firm including procurement of materials and leases of equipment. agrees that a breach of this certification is a violation of the EEO a The contractor shall notifyprovisions of this contract The firm further certifies that no all potential subcontractors and employee will be denied access to adequate facilities-on the suppliers of hisdler EEO obligations under this contract. employee of sex or disability. b.Disadvantaged business enterprises(DBL),as defined in 49 b.As wed in this certification,the tent"segregated facilities" CFR 26, shall .have equal opportunity to compete for and means any waiting rooms; work areas, -restroom and perform subcontracts which the contractor enters into.pursuant washrooms, restaurants and other eating areas, time clocks, to this contract The contractor will use his best efforts to solicit locker rooms,and other storage or dressing areas,parking lots, bids from and to utilize DBE subcontractors or subcontractors drinking fountains,_ recreation or entertainment areas, with meaningful minority group and female representation transportation, and housing facilities provided for cmidoyees among their employees. Contractors shall obtain lists of DBE which are segregated by explicit directive, or are, in fact, seg- construction firms from SHA personnel regated on the basis of race,color,religion,national origin,age c.The contractor will use his best efforts to ensure subcon- or disability,because of habit,local custom,or otherwise. The tractor compliance with their EEO obligations. only exception will be for the disabled when the.demands for mP Ba accessibility override(e.g.disabled parking).. 9.Records and Reports: The contractor shall keep such Fain 1273—Revised 3-95 OMI-95 FR-5 • - Page 12-69 LPP 01-04 March 15,2001 EXHIBIT 12-E Local Assistance Procedures Manual Attachment B PS&E Checklist Instructions o.Thecontractor agrees that it has obtained or will obtain L Classification: ural certification from proposed subcontractors or material Alters prior to award of subcontracts or consummation of a.The SHA contracting officer shall require that any class of terial supply agreements of$10,000 or more and that it will laborers or mechanics employed under the contract,which is not retain such certifications in its files. listed in the wage determination, shall be classified in IV- PAYMENT OF PREDETERMINED MINIMUM confor nance with the wage determination. WAGE b.The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the (Applicable to all Federal-aid construction contracts exceeding following criteria have been met: $2,000 and to all related subcontracts, except for projects located on roadways classified as local mads or mral minor collectors, (1)the work to be performed by the additional classifi- which are exempt.) cation requested is not performed by a classification in the wage determination; 1.General: (2)the additional classification is utilized in the area by the . a.All mechanics and laborers employed or working upon the construction industry, site of the work will be paid unconditionally and not less often (3)the proposed wage rate,including any bona fide fringe than once a week and without subsequent deduction or rebate on -benefits, bears a reasonable relationship to the wage rates any account[except such payroll deductions as are permitted by contained in the wage determination;and regulations(29 CFR 3))issued by the Secretary of Labor under the Copeland Act (40 U.S.C.276c) the full amounts of wages and bona fide fringe benefits(or cash equivalents thereof)due at (4)with respect to helpers, when such a classification time of payment. The payment shall be computed at wage rates prevails in the area in which the work is performed not less than those contained in the wage determination of the c.If the contractor or subcontractors, as appropriate, the Secretary of Labor(hereinafter"the wags determination")which laborers and mechanics(if known)to be employed in the addi- is attached hereto and made a part hereof, regardless of any tional classification or their representatives,and the contracting contractual relationship which may be alleged to exist between officer agree on the classification and wage rte (including the the contractor or its subcontractors and such laborers and amount designated for fringe benefits where appropriate); a mechanics. The wage determination (including any additional report of the action taken shall be Sent by the contracting officer classifications and wage rates conformed trader paragraph 2 of to the DOI., Administrator of the Wage and Hour Division, this Section tV and the DOL poster (WH-1321) or Form Employment Standards Administration, Washington, D.C. FHWA-1495)stall be posted at all times by the contractor and 20210. The Wage and Hour Administrator, or an authorized its subcontractors at the site of the work in a prominent and representative, will approve, modify, or disapprove every aceessble place where it can be easily seen by the workers. For additionalclassification action within 30 days of receipt and so the purpose of this Section, contributions made or costs advise the contracting officer or will notify the contracting nabty anticipated for bona fide fringe benefits under office within the 30-day period that additional time is ou I(bx2) of the Davis-Bacon Act (40 U.S.C.276a) on elf of laborers or mechanics are considered wages paid to necessary. ` such laborers or mechanics,subject to the provisions of Section d.U the event the contractor or subcontractors, as appro- IV,paragraph 3b,hereof. Also,for the purpose of this Section, Arid.I the laborers a mechanics to be employed in the addi- regular contributions made or costs incurred for more than a tional:the iabori laborers or their representatives,and the the afing finds, period (but not less often than quarterly) under plans, officer do not agree on the proposed classification and wage rate funds, in Programs, which cover the particular weekly period, (including the amount designated for fringe benefits, where are deemed to be constructively made or uncured during such appropriate), the contracting officer shall refer the questions, weekly period. Such laborers and mechanics shall be paid the including the views of all interested parties and the appropriate wage rate and fringe benefits on the deter- recommendation of the contractingofficer, to the Wage and initiation for the classification of work actually performed, Hour Administrator for determinatin Said Administrator, a without regard to skill,except as provided in paragraphs 4 and 5 an authorized representative,will issue a determination within of this Section IV. 30 days of receipt and so advise the contracting officer or will b.Laborers or mechanicsperforming work in more than one notify the contracting officer within the 30-day period that classification may be compensated at the rate specified for each additional time is accessary . classification for the time actually worked therein,provided,that the employer's payroll retards accurately set forth the time spent C.The wage raft(including fringe benefits where appropriate]in each classification in which work is performed. determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional c.All rulings and interpretations of the Davis-Bacon Act and classification from the first day on which work is performed in related acts contained in 29 CFR 1,3,and 5 are herein the classification. - incorporated by reference inthiscontract. 3.Payment of Fringe Benefits: 9L Whenever the minimum wage rate prescribed in the con- tract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate,the contractor or subcontractors, as appropriate, shall either pay the benefit Far 1273—Revised 3-95 08-07-95 FR-6 - Page 12,70 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions - Attachment B • as stated in the wage determination or shall pay another bona (4)In the event the Bureau of Apprenticeship and Training, fide fringe benefit or an hourly case equivalent thereof or a State apprenticeship agency recognized-by the Bureau, withdraws approval of an apprenticeship progran, the b.If the contractor or subcontractor,as appropriate,does not contractor or subcontractor will no longer be pennitted to make payments to a trustee or other third person, he/she may utilize apprentices at less than the applicable predetermined consider as a part of the wages of any laborer or mechanic the rate for the comparable work performed by regular employees amount of any costs reasonably anticipated in providing bona until an acceptable program is approved, fide fringe benefits under a plan or program,provided,that the Secretary of Labor has found, upon the written request of the b.Trainees: contractor,that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the (1)Except as provided in 29 CFR 5.16,trainees will not be contractor to set aside in a separate account assets for the pemtitted to work at less than the predetermined rate for the meeting of obligations under the plan or program. work performed unless they ate employed pursuant to and individually registered in a program which has received prior 4.Apprentices and Trainees(Programs of the U.S.DOL)and approval, evidenced by formal certification by the DOL, Helpers: - Employment and Training Administration. a Apprentices: (2)The ratio of trainees to jotuneyman-level employees on the job site shall not be greater than permitted under the plan (I)Apprentices will be permitted to work at less than the approved by the Employment and Training Administration. predetermined rate for the work they performed when they are Any employee listed on the payroll at a trainee rate who is not employed pursuant to and individually registered in a bona registered and participating in a training plan approved by the -fide apprenticeship program registered with the DOL, Employment and Training Administration shall be paid not Employment and Training Administration, Bureau of less than the applicable wage rate on the wage determination Apprenticeship and Training, or with a Stateapprenticeship for the classification of work actually performed. In addition, agency recognized by the Bureau,or if a person is employed my trainee performing work on the job site in excess of the in-histher first 90 days of probationary employment as an ratio permitted under the registered program shall be paid not apprentice in such an apprenticeship program, who is not less than the applicable wage rate on the wage determination individually registered in the program, but who has been for the work actually performed. certified by the Bureau of Apprenticeship and Training or a (3)Every traince must be paid at not less than the rate State apprenticeship agency(where appropriate)to be eligible for probationary employment as an apprentice. specified in the approved program for his/her level of progress, expressed as a percentage of the journeyman-level (2)The allowable ratio of apprentices to journeyman-level hourly rate specified in the applicable wage determination. employees on the job site in any craft classification shall not Trainees shall be paid fringe benefits in accordance with the • _ be ter than the ratio permitted to the contractor as to the provisions of the traince program if the trainee program does not mention fringe benefits, trainees shall be paid the full ern work force under the registered ,program Any - amount of fringe benefits listed on the wage determination employee listed on a payroll at an apprentice wage rate,who unless the Administrator of the Wage and Hour Division is not registered or otherwise employed as stated above,shall determines that there is an apprenticeship program associated be paid not less than the applicable wage rate listed in the with the corresponding journeyman-level wage rate on the wage determination for the classification of work actually wage determination which provides for less than full fringe performed. In addition,any apprentice permitted he benefits for apprentices,in which case such trainees shall re- the job site it excess of the ratio permitted-under the ceive the same fringe benefits as apprentices. registered program'shall be paid not less than the applicable. wage rate on the wage determination for the work actually (4)In the event the Employment and Training Adminis- performed. Where a contractor or subcontractor is performing construction on a project in a locality other than tration withdraws approval of a training program, the con- that in which its program is registered,the ratios and wage tractor or subcontractor will no longer be permtted to utilize rates (expressed in percentages of the journeyman-level trainees at less than the applicable predetermined rate for the hourly rate) specified in the contractor's or subcontractor's work performed until an acceptable program is approved. registered program shall be observed. e.Helpers: (3)Every apprentice must be-paid at not less than the rate specified in the registered program for the apprentice's level Helpers will be permitted to work on a project if the helper of progress, expressed as a percentage of the journeyman- classification is specified and defined on the applicable wage level hourly rate specified' in the applicable wage determination or is approved pursuant to the conformance deteridnation. Apprentices shall be paid fringe benefits in procedure set forth in Section IV.2. Any worker listed on a weordance with the provisions of the apprenticeship program. payroll at a helper wage rate, who is not a helper ander an If the apprenticeship program does not specify fringe benefits, approved definition,shall be paid not less than the applicable apprentices must be paid the full amount of fringe benefits wage rate on the wage determination for the classification of listed on the wage determination for the, applicable work actually performed. - classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. - Porn 1373—Revised 3-95 0"1-95 FR-7 • Page 12-71 LPP-"4 March 15,2001 EXHIBIT 12-E Local Assistance Procedures Manual Attachment B PS&E Checklist Instructions 0 Apprentices and Trainees(Programs of the U.S.DOT): 9.Withholding for Unpaid Wages and Liquidated Damages: Apprentices and trainees working under apprenticeship and skill The SHA shall upon its own action or upon written request of training programs which have been certified by the Secretaryofany authorized representative of the DOL withhold,or cause to be Transportation as promoting EEO in conisation with Federal-aid withheld,from any moneys payable on account of work performed highway construction programare not subject to the requirements by the contractor or subcontractor under any such contract or any of paragraph 4 of this Section IV. The straight time houriy wage other Federal contract with the same prime contractor,or any other rates for apprentices and trainees under such programs will be federally-assisted contract subject to the Contract Work Hours and established by the particular programs. The ratio of apprentices Safety Standards Act,which is held by the same prime contractor, and trainees to joumeymen shall not be greater than permitted by such sums as may be determined to be necessary to satisfy any the terms of the particular program. liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph -6.Withholding: 8 above. The SHA shall upon its own action or upon written request of an V. STATEMENTS AND PAYROLLS authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract (Applicable to all Federal-aid construction contracts exceeding or any other Federal contract with the same prime contractor, or $2,000 and to all related subcontracts,except for projects located any other federally-assisted contract subject to Davis-Bacon on roadways classified as local roads or rural collectors,which are prevailing wage requirements which is had by the same prime exempt.) _ contractor,as much of the accrued.payments or advances as may be considered necessary to pay laborers and mechanics,including 1.Compliance with Copeland Regulations(29 CFR 3): apprentices,trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the The contractor shall comply with the Copeland Regulations of contract, in the event of failure to pay any laborer or mechanic, the Secretary of Labor which are herein incorporated by reference. including any apprentice,trainee,or helper,employed or working on the site of the work, all or part of the wages required by the 2.Payrolls and Payroll Records: contract,the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the ' suspension of any further payment,advance,or guarantee of funds a.Payrolls and basic records relating thereto shall be until such violations have ceased. maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from 7.Ovtrdme Requiremenla: _ the date of completion of the contract for all laborers, mechanics,apprentices,trainees,watchmen,helpers,and guards No contractor or subcontractor contracting for any part of the working at the site of the work. - ct work which tray require or involve the employment of b.The payroll records shall contain the name, social security M,mechanics,watchmen, or guards(including apprentices, number,and address of each such employee;his or her correct ,and helpers described in paragraphs 4 and 5 above)shall classification; hourly rotes of wages paid(including rates of require or permit any laborer, mechanic, watchman, or guard in contributions or costs anticipated for bona fide fringe benefits or any workweek in which hefshe is employed on such work,to work cash equivalent thereof the in excess of 40 hours in such workweek unless such laborer, e9 types described in Becton 1 of ho hours mechanic,watchman,or guard.receives compensation at a rate not of the Davis Bacon Acte; daily and weekly number of hours less.than one-and-one-half times his/her basic rate of pay for all worked;deductions made;and actual wages paid. ll addition, hours worked in excess of 40 hours in such workweek for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the labor men asdefined in Attachment A, 8.Violation: paragraph 1. Whenever the Secretary of Labor,pursuant to Sm- tion IV,paragraph 3b,has found that the wages of any laborer Liability for Unpaid Wages;Liquidated Damages: In the event or mechanic include the amount of any costs reasonably of any violationofthe clause set forth in param graph 7 above, the anticipated in providing benefits under a plan or progra - contractor and any subcontractor responsible thereof shall be liable described in Section 1(b)(2)(B)) of the-Davis Bacon Act, the to the affected employee for hisllier unpaid wages. In.addition, contractor and each.subcontractor shall maintain records which such contractor and subcontractor shall be liable to the United show that thecommitment to provide such benefits is States(in the case of work done under contract for the District of enforceable,that the planorprogram is financially responsible; Cohnnbia or a territory, to such District or to such territory) for that the plan or program has been communicated in writing to liquidated damages. Such liquidated damages.shall be computed the laborers or mechanics affected, and show the cost with respect to each individual laborer, mechanic, watchman, or anticipated or the actual cost incurred in providing benefits. guard employed in violation of the clause set forth in paragraph 7, Contractors or subcontractors employing apprentices or trainees in the am of$10 for each calendar day on which such employee under approved programs shall maintain written evidence of the was required or permitted to work in excess of the standard work registration of apprentices and trainees, and ratios and wage week of 40 hours without payment of the overtime wages required rates prescribed in the applicable programs. by the clause act forth in paragraph 7. Form 1273-R.vix 3-95 0a-07-95 FR-8 age 12-72 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment B c.Each contractor and subcontractor shall firmish,each week may be grounds for debarment action pursuant to 29 CFR 5.12. • in which any contract work is performed, to the SHA resident engineer a payroll of wages pard each of its employees VI. RECORD OF MATERIALS,SUPPLIES,AND (including apprentices, trainees, and helpers, described in LABOR Section IV, paragraphs 4 and 5, and watchmen and guards en- �gaged on work during the preceding weekly payroll period). 1.On all Fedemlaid contracts on the National Highway System, The payroll submitted shall set out accurately and completely all except those which provide solely for the installation of protective of the information required to m maintained under paragraph 2b devices at railroad grade crossings,those which are con mucted on .of this Section V. This information may be submitted in any a force account, or direct labor basis, highway beautification form desired. Optional Form WH-347 a available' for this contracts,and contracts Por which the total final construction cost purpose and may al purchased.from the Superintendent of for roadway and bridge is less than SI,000,000(23 CFR 635)the Documents (Federal stock number 029-00C. 2 402. U.S. contractor shall: Government Printing Office, Washington, D.C. 20402. The -prime contractor is responsible for the submission of copies of payrolls by all subcontractors. a.Become familiar with the list of specific trtaterials and supplies contained in Form FHWA47, "Statement of Materials d.Each payroll submitted shall be accompanied by a and Labor Used by Contractor of Highway Construction "Statement of Compliance," signed by the contractor or sub- Involving Federal Funds,"prior to the commencement of work - contractor m his/her agent who pays or supervises the payment under this contram of the persons employed under the contract and shall certify the b.Maintain a record of the total cost of all materials and following: supplies purchased for and incorporated in the work,and also of (I)that the payroll for the payroll period contains the the quantities of those specific materials and supplies listed on information required to be maintained under paragraph 2b of -Form FHWA47,and in the units shown on Form FHWA47. this Section V and that such information is correct and c.Finnish,upon the completion of the contract, to the SHA complete; resident engineer on Form FHWA-47 together with the data (2)that such laborer or mechanic (including each helper, required in paragraph lb relative to materials and supplies, a appreritice,and trainee)employed on the contract during the final labor summary of all contract work indicating the total payroll period has been paid the full weekly wages earned, hours worked and the total amount earned. without rebate, either directly or indirectly, and that no 2 At the prime contractor's option, either a single report deductions have been made either directly or indirectly - covering all contract work or separate reports for the contractor the full wages earned,other than permissible deductions as set - forth in the Regulations,29 CFR 3; and for each subcontract shall be submitted. (3)that each laborer or mechanic has been paid not less VII. SUBLETTING OR ASSIGNING THE CONTRACT that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked performed, as 1.The contractor shall perform with its own organization specified in the applicable wage determination incorporated contract work amounting to not less than 30 percent(or a greater into the contract. percentage if specified elsewhere in the contract) of the total e.The weekly submission of a properly executed certification original contract price,excluding any specialty items designated by 4 the State. Specialty items may be performed by subcontract and set forth on the reverse side of Optional Form WH-347 shall the amount of any such specialty items performed may be deducted satisfy the requirement for submission of the "Statement of from the total original contract price before computing the amount Compliance"required by paragraph 2d of this Section V. of work required to be performed by the contractor's own f.The falsification of any of the above certifications may organization(23 CFR 635). subject the contractor to civil or criminal prosecution under 18 a."Its own organization" shall be construed to include only U.S.C- 1001 and 31 U.S.C.231. workers employed and paid directly by the prime contractor and g.The contractor or subcontractor shall make.the records re. equipment owned or rented by the prime contractor, with or ilarred underh-2b of this.Section V available for in- without operators. Such term does not include employees or P��P equipment of a subcontractor, assignee, or agent of the prime spection,copying,or transcription by authorized representatives contractor. - of the SHA,.the FHWA, or the DOL,.and shall permit-such , representatives to interview employees during working hours on b."Specialty Items"shall be construed to be limited to work the job. If the contractor or subcontractor fails to submit the re- that requires highly specialized knowledge, abilities, or Cred records or to make them available,the SHA,the FHWA, equipment not ordinarily available in the type of contracting DOL, or all may, after written notice to the contractor, organizations qualified and expected to bid on the contract as a - sponsor,applicant,or owner, take such actions as may be nec- whole and in general-are to be limited to minor components of eswry to cause the suspension of any further payment,advance, the overall contract- or guaranteeof funds. Furthermore, failure to submit the required records upon request or to make such records available F«m 1273—Revised 3-95 OMI-95 FR-9 • Page 12-73 LPP 01-04 March 15,2001 EXHIBIT 12-E - Local Assistance Procedures Manwal Attachment B - PS&E Checklist Instructions 2.The contract amount upon which the requirements set forth in garding the seriousness of these and similar acts, the following ph 1 of Section V1I is computed includes the cost of notice shall be posted on each Federal-aid highway project (23 al and manufactured products which are to be purchased or CFR 635)in one or more places where it is readily available m all aced by the contractor under the contract provisions. persons concerned with the project: 3.The contractor shall furnish(a)a competent superintendent or NOTICE TO ALL PERSONNEL ENGAGED ON supervisor who is employed by the firm,has full authority to direct FEDERALAID HIGHWAY PROJECTS performance of the work in accordance with the contract requirements, and is in charge of all construction operations 18 U.S.C. 1020 reads as follows: (regardless of who performs the work) and(b) such other of its own orlpanizational resources. (supervision, management, and "Whoever being an officer, agent, or employee of the United engineering services)as the SHA coatracting officer determines is States, or any State or Territory, or whoever, whether a person, . necessary to assure die performance of the contract. association, firm, or corporation, knowingly makes any false 4.No portion of the contract shall be sublet, assigned or statement,false representation,or false report as to the character, Po 8n quality,quantity,or cost of the material used or to be used or the otherwise disposed of except with the written consent of the SHA quantity or quality of the work performed or to be performed or contracting officer,or authorized representative,and such consent the cast thereof in connection with the submission ofplans, maps, when given shall not beconstruedto relieve the contractor of any speciJ c%tdons, contracts,or costs of construction on any highway responsibility for the fulfillment of the contract Written consent or related project submitted for approval to the Secretary of will be given only after the SHA has assured that each subcontract Tramsportaaon;or is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. - - Whoever knowingly makes any false statement, fjalse mpre- senotion,false report or false claim with respect to tfie character, VIII. SAFETY:ACCIDENT PREVENTION uality, quantity, or cost of any work performed or to be per- Jormed, or materials furnished or to be furnished,_in connection 1.In the performance rice of this contract the contractor shall with the construction of any highway or related project approved comply with all applicable Federal,State,and local laws governing by the Secretary of Transportation;or safety,health, and sanitation(23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment Whoever knowingly makes any false statement or false repre- and take any other needed actions as it determines,or as the SHA sentation as to material fact in any statement,certificate,or report contracting officer rday determine, to be reasonably necessary to submitted pursuant to provisions of the Federal-aid Roads Act protect the life and health of employees on the job and the safety of approved July 1, 1916, (39 Stat. 355), as amended and sup- the public and to protect property in connection with the plemented; performance of the work covered by the contract. Shall be fined not more that$10,000 or imprisoned not more 2.It is a condition of this contract, and shall be made a con- than 5 years or both." 'clition of each subcontract, which the contractor enters into put- 41 to this contract, that the contractor and any subcontractor X IMPLEMENTATION OF CLEAN AIR ACT AND not permit any employee, in performance of the contract,to FEDERAL WATER POLLUTION CONTROL ACT in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety,as determined (A under construction safety and health standards (29. CFR 1926) pplicable to all Federal-al-aid construction contracts and to all promulgated by the Secretary of Labor,in accordance with Section related subcontracts ofFederal-aid 0 or more.) 107 of the Contract Work Hours and Safety Standards Act (40 By submission of this bid or the execution of this contract, or U.S.C.333). subcontract, as appropriate, the bidder, Federal-aid construction 3.Pursuant to 29 CFR 1926.3, it is a condition of this contract contractor, or subcontractor, as appropriate, will be deemed to that the Secretary of labor or authorized representative thereof, have stipulated as follows: shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the 1.That any facility that is or will be utilized in the performance - construction safety and health standards and to carry out the duties of this contract,unless such contract is exempt under the Clean Air of the Secretary under Section 107 of the Contract Work Hours Act,as tended(42 U.S.C. 1857 et seq.,as amended by Pub.L. and Safety Standards Act(40 U.S.C.333). 91-604), and under the Federal Water Pollution Control Act; as atmended.(33 U.S.C. 1251 et scq.,as-avtended by Pub:L.92-50©.); IX FALSE STATEMENTS CONCERNING HIGHWAY Executive Order 11738,and regulations in irmplententation therok PROJECTS (40 CPR 15)is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. In order to assure high quality and durable construction in - conformity with approved plans and specifications and a high 2.That the firm agrees to comply and remain in compliance with degree of reliability on statements and representations made by all the requirements of Section 114 of the Clean Air Act and engineers, contractors, suppliers, and workers on Federal-aid Section 308 of the Federal Water Pollution Control Act and all highway projects,it is essential that all persons concerned with the regulations and guidelines listed thereunder. project perform their functions as carefully, thoroughly, and honestly as possible. .Willful falsification, distortion, or mis- 3.That the firm shall promptly notify the SHA of the receipt of representation with respect to any facts related to the project is a any communication from the Director,Office of Federal Activities, violation of Federal law. To prevent any misunderstanding re. EPA, mdimfing that a facility that is or will be utilized Fara 1273—Revixd 3-95 08-07-95 FR-10 age 12-74 . March 15,2001 LPLOl-04 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions - Attachment B • for the contract is under consideration to be listed on the EPA List g The prospective primary participant farther agrees by of Violating Facilities. submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility 4.That the firm agrees to include or cause to be included the and Voluntary Exclusion-Lower Tier Covered Transaction," requirements of paragraph I through 4 of this Section X in every provided by the department or agency entering into this covered nonexempt subcontract,and further agrees to take such action as transaction, without modification, in all lower tier covered the government may direct as a means of enforcing such re- transactions and in all -solicitations for lower tier covered quiremems. transactions. XL CERTIFICATION REGARDING DEBARMENT, h.A participant in a covered transaction may rely upon a SUSPENSION,INELIGIBILITY AND VOLUNTARY certification of a prospective participant in a lower tier covered EXCLUSION .transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant tray 1.Instructions for Certification-Primary Covered decide the method and frequency by which it determines the el- Transactions: igibility of its principals. Each participant may, but is not required to, check the nonprocurement portion of the"Lists of (Applicable to all Federal-aid contracts-49 CFR 29) Parties Excluded From Federal Procurement or Nonprocnnemcna Programs" (Nonproeurement List) which is compiled by the a.By signing and submitting this proposal, the prospective General Services Administration. primary participant is providing the certification set out below. L Nothing contained in the foregoing shall be construed to . .b.The inability of a person to provide the certification set out require establishment of a system of records in order to renderin below will not necessarily result in denial of participation in this good faith the certification required by this clause. The covered transaction. The prospective participant shall submit an knowledge and-information of participant is not required to explanation of why it cannot provide the certification set out exceed that which is normally possessed by a prudent person in below. The certification or explanation will be considered in the ordinary course of business dealings. connection with the department or agency's determination -whether to enter into this transaction. However, failure of the j•Except for transactions authorized under paragraph f of prospective primary participant to furnish a certification or an these instructions, if a participant in a covered transaction ' explanation shall disqualify such a person from participation in knowingly enters into a lower tier covered transaction with a this transaction. person who is suspended, debarred, ineligible,or voluntarily excluded from participation in this transaction, in addition to e.The certification in this clause is a material representation other remedies available to the Federal Government, the de- of fact uppoon which reliance was placed when the department or partmem or agency may terminate this transaction for cause or • agency gleter timed to enter into this transaction. If it is later default determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Govemmen4 the department or agency may terminate this transaction for cause of default. Certification Regarding Debarment, Suspension,Ineligibility and Voluntary d.The prospective primary participant shall provide im- Exclusion—Primary Covered Transactions mediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary 1.The prospective Primary participant certifies to the best of participant learns that its certification was erroneous when its knowledge and belief,that it and its principals: submitted or has become erroneous by reason of changed circumstances. a.Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from e.The terms "covered transaction," "debarred," "suspended," covered transactions by any Federal department or agency; "ineligible," "tower tier covered transaction," "participant," "person,""primary covered transaction, "principal,"'proposal," b.Have not within a 3-year period preceding this ppromppoossaal and "voluntarily,excluded," as used in this clause, have the been convicted of or had a civil judgment renderat`against meanings set out.in the Definitions; and Coverage sections of them for commission of fraud or a criminal olleme- in rules implementing Executive Order 12549. You may contact conueclion with obtaining, attempting to obtain, or the department or agency to which this proposal is submitted for performing a public (Federal, State or local) transaction or assistance in obtaining a copy ofthose regulations. contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement,theft, £The prospective primary participant agrees by submitting forgery, bribery, falsification or destruction of records, this proposal that, should the proposed covered transaction be making false statements,or receiving stolen property; entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, C.Are not presently indicted for or otherwise criminally or declared ineligible,or voluntarily excluded from participation in civilly charged by a governmental entity (Federal, State or this covered transaction,unless authorized by the department or local)with commission of any of the offenses enumerated in agency entering into this transaction. - paragraph Ib of this certification;and Form 1277—Revised 3-95 m-07-95 FR-11 • Page 12-75 _ LPP 01-04 March 15,2001 EXHIBIT 12-E Local Assistance Procedures Manual Attachment B - PS&E Checklist Instructions d.Have not within a 3-year period preceding this ap- required to,check the Nonprocurement List. plication/proposal had one or more public transactions • (Federal,State or local)terminated for cause or default h.,Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in 2.Where the prospective primary participant is unable to good faith the certification required by this clause. The certify to any of the statements in this certification, such knowledge and information of participant is not required to prospective participant shall attach an explanation to this exceed that which is normally possessed by a prudent person in proposal. the ordinary course of business dealings. ***** i.Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction 2.Instructions for Certification-Lower Tier Covered knowingly enters into a lower tier covered transaction with a Transactions: - person who is suspended, debarred, ineligible, of voluntarily excluded from participation in this transaction, in addition to (Applicable to all subcontracts,purchase orders and other lower other remedies available to the Federal Government, the de- tier transactions of$25,000 or more-49 CFR 29) partimr t or agency with which this transaction originated may pursue available remedies, including suspension and/or a.By signing and submitting this proposal, the prospective debarment Iowa tier is providing the certification set out below. , b.The certification in this clause is a material representation of fact upon which reliance was placed when this transaction Certification Regarding Debarment, was entered into. If it is later determined that the prospective Suspension,Ineligibility and Voluntary Iowa tier participant knowingly rendered an erroneous Exclushm-Lower Tier Covered Transactions certification, in addition to other remedies available to the prospective lower tier participant certifies, by The Federal Government,the department or agency with which this submission 1.The of this proposal,that neither it nor its principals is transaction originated may pursue available remedies,including presently debarred, suspended, proposed for debarment, suspension and/or debarment. declared ineligible,or voluntarily excluded from participation e.The prospective lower tier participant shall provide in this transaction by any Federal department or agency. immediate written notice to the person to which this proposal is 2.Where the prospective lower tier participant is unable to submitted if at any time the prospective lower tier participant certify to any of the statements in this certification, such learns that its certification was erroneous by reason of changed prospective participant shall attach an explanation to this circumstances. proposal- d. roposd.The terns"covered transaction,""debarred," "suspended," "ineligible," "primary covered transaction," "participant," 4""principal,""proposal,"and"voluntarily excluded,"as 7CII CERTIFICATION REGARDING USE OF ed a this clause,have the meanings set out in the Definitions d Coverage sections of rules implementing Executive Order CONTRACT FUNDS FOR LOBBYING 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. (Applicable to all Fedeml-aid construction contracts and to all related subcontracts which exceed$100,000-49 CFR 20) e.The prospeFtive lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be 1.The prospective participant certifies, by signing and entered into, it shall not knowingly enter into any lower tier submitting this bid or proposal,to the best of his or her knowledge covered transaction with a person who is debarred, suspended, and belief,that: declared ineligible,or voluntarily excluded from participation in this covered transaction,unless authorized by the department or a.No Federal appropriated funds have been paid or will be paid, agency with which this transaction originated. by or on behalf of the undersigned, to any personforinfluencing or attempting to influence an officer or cENloyee of any Federal I,The prospective lower tier participant further agrees by agency, a Member of Congress, an.officer or employce of submitting this proposal that it will include this clause titled Congress,or an employee of a Member of Congress in connection "Certification Regarding Debannan, Suspension, Ineligibility with the awarding of any Federal contract, the making of any and Voluntary Exclusion-Lower Tier Covered Transaction," Federal giant,the making of any Federal loan,the entering into.of without modification,in all lower tier covered transactions and any cooperative agreement, and the extension, continuation, in all solicitations for lower tier covered transactions. renewal, amendment, or modification of any Federal contract, grant,loan,or cooperative agreement g.A participant in a covered transaction may rely upon a certification of a prospective participant in a Iowa tier covered b.If any funds other than Federal appropriated funds have been transaction that is not debarred, suspended, ineligible, or paid or will be paid to any person for influencing or attempting to voluntarily excluded from the covered transaction, unless it mfluence an officer or employee of any Federal agency,a Member knows that the certification is aronews. A participant may of Congress,an officer or employee of Congress,or an employee decide the method and frequency by which it determines the el- of a Member of Congress in connection with this Federal contract, igibdity of its principals. Each participant may, but is not Fara 1273—Revised 3-95 08-07-95 FR-12 .ge 12-76 - - March 15,2001 LPP 01-04 Local Assistance Procedures Manual - EXHIBIT 12-E PS&E Checklist Instructions Attachment B grant, loan, or cooperative agreement, the undersigned shall be subject to a civil penalty of not less than$10,000 and not more • complete and submit Standard Form-LLL, "Disclosure Form to than$100,000 for each such failure. Report Lobbying,"in accordance with its instructions. 3.The prospective participant also agrees by submitting his or 2.This certification is a material representation of fact upon her bid or proposal that he or she shall require that the language of which reliance was placed when this transaction was made or en- this certification be included in all lower tier subcontracts,which tered into. Submission of this certification is a prerequisite for exceed $100,000 and that all such recipients shall certify and making or entering into this transaction imposed by 31 U.S.C_ disclose accordingly. 1352. Any person who fails to file the required certification shall FEDERAL AID FEMALE AND MINORITY GOALS In accordance with Section 11, "Nondiscrimination," of 177 Sacramento,CA: "Required Contract Provisions Federal-aid- Construction - Contracts"the following are the goals for female utilization: SMSA Counties: 6920 Sacramento,CA................._.............. 16.1 Goal for Women CA Placer;CA Sacramento; (applies nationwide).........._..(percent) ........ 6.9 CA Yob. The following are goals for minority utilization: Non-SMSA Counties........................................ 14.3 CA Butte;CA Colusa; CALIFORNIA ECONOMIC AREA CA EI Dorado;CA Glenn; CA Nevada;CA Sierra; Goal CA Sutter,CA Yuba. , (Percent) 178 Stockton-Modesto,CA: 174.Redding,CA: SMSA Counties: Non-SMSA Counties ................................... . 6.8 5170 Modesto,CA...................................... 12.3 CA Lassen;CA Modoc; CA Stanislaw. CA Plums;CA Shasta; - 8120 Stockton,CA...................................... 24.3 • CA Siskiyou;CA Tehama. CA San Joaquin. 175 Eureka,CA: Non-SMSA Counties........................................ 19.8 CA Alpine;CA Amador, Non-SMSA Counties........... .................. 6.6 CA Calaveras;CA Mariposa; - CA Merced;CA Tuolumne. CA Del Norte;CA Humboldt;lds CA Trinity. 179,Fresno-Bakersfield,CA.- 176 A176 San Francisco-Oakland-San lose,CA: SMSA Counties: SMSA Counties: 0680 Bakersfield,CA.................................. 19.1 7120 Salinas-Seaside- CA Kern. Monterey,CA........................................... 28.9 2840 Fresno.CA......................................... 26.1 CA Monterey, CA Fresno. Non-SMSA Counties....... ............................. 23.6 73C San AlFraameda; Ceara Costa; ............ . 25:6 CA Kings;CA Madera; CA Alameda;CA Contra Costa; CA Malin;CA San Francisco; CA Tulare. CA San Mateo. 180 Los Angeles,CA 7400 San Jose,CA_...................................... 19.6 . . CA Santa Clam.. SMSA Counties: - - 7485 Santa Cruz,CA.................................... 14.9 0360 Anaheim-Santa Ana-Garden CA Santa Cruz. Grove,CA................................................ 11.9 7500 Santa Rosa,CA.................................... 9.1 CA Orange. CA Sonoma. 4480 Los Angeles-Long 8720Vallejo-Fairfield-Napa,CA................ 17.1 Beach,CA....._:..................................__.. 28-3 CA Napa;CA Solano CA Los Angeles. 6000 Oxnard-Simi Valley- Non-SMSA Counties........................._............. 23.2 - Ventura,CA...................._....................... 21.5 CA Lake;CA Mendocino; - CA Ventura. CA San Benito. Farm 1273—Revised 3-95 08-07-95 FR-13 • - Page 12-77 LPP 01-04 March 15,2001 -EXHIBIT 12-E Local Assistance-Procedures Manual Attachment B - PS&E Checklist Instructions 6780 Riverside-San Bernardino-Ontario,CA............................................. 19.0 CA Riverside; CA San Berardino. 7480 Santa Barbera-Santa Maria- L.ontpoc,CA............................................ 19.7 CA Santa Barbara. Nat-SMSA Counties....................................... 24.6 CA Inyo;CA Mono; CA San Luis Obispo. 181 San Diego,CA-- SMSA A:SMSA Counties 7320 San Diego,CA.................................... 16.9 CA San Diego. Non-SMSA Counties........................................ 18.2 CA Imperial. In addition to the reporting requirements set forth elsewhere in this contract the Contractor and subcontractors holding subcontracts,not _ including material suppliers,of$10,000 or more,shall submit for every month of July during which work is performed,employment data as contained under Form FHWA PR-1391(Appendix C to 23 CFR,Part 230),and in accordance with the instructions included thenen. Farm 1273—Revised 3-95 _ 08-07-95 FR-14 12-78 March 15,2001 LPP 01-04 Local Assistance Proce3ures Manual EXHIBIT 12-E— PS&E Checklist Instructions Attachment N (To be used,when applicable,in Federat-aid projects) • *Insert number of trainees. FEDERAL REQUIREMENT TRAINING SPECIAL PROVISIONS FEDERAL REQUIREMENT TRAINING No employee shall be employed as a trainee or SPECIAL PROVISION.—As part of the Contractor's apprentice in any classification in which he has successfully completed a training course leading to equal employment opportunity affirmative action program, journeyman status or in which he has been employed as a mining shall be provided as follows: journeyman. The Contractor should satisfy this The Contractor shall provide on-the-job-training to requirement by including appropriate questions in the develop full journeymen in the types of trades or,job employee application or by other suitable means. classification involved Regardless of the method used the Contractor's records The goal for the number of traineessp The minimum length and type of training for each Will should document the findings in each case. apprentices to trained under the requirements of this special provision classification will be as establisbed in the training program mll be selected b the Contractor and In the event the Contractor subcontracts a portion of y approved by both the the contract work,he shall determine how many,if any,of Department and the Federal Highway Administration.The _ the trainees or apprentices are to be trained by the- Department and the Federal Highway Administration will subcontractor,provided however,that the Contractor shall approve a program if it is reasonably calculated to meet the equal employment opportunity obligations of the retain the primary responsibility for meeting the training Contractor and to qualify the average trainee or apprentice requirements imposed by this special provision. The for journeyman status in the classification concerned by the Contractor -shall also ensure that this Training Special end of the training period. Furthermore, apprenticeship Provision is made applicable to such subcontract. Where feasible, 25 percent of trainees or apprentices in each programs registered with the U.S. Department of Labor, oBureau of Apprenticeship and Training,or with the State of occupation shall be in their first year of apprenticeship h California,Department of Industrial Relations,Division of paining. Apprenticeship Standards recognized by the Bureau and The number he trainees or aeons;ones shall be training programs approved but not necessarily sponsored • distributed among the work classifications on the basis en by the U.S. Department of Labor, Manpower the Contractor's needs and the availability of journeymen Administration, Bureau of Apprenticeship and Training in the various classifications within a reasonable area of shall also be considered acceptable provided it is being recruitment. Prior a commencing work, the Contractor administered- in a manner consistent with the equal shall submit to the Department for approval the number ed employment obligations of Federal-aid highway trainees ti apprentices to be trained in each refused. constmotion contracts. Approval or acceptance of a Furtbclassificarion and training program to be used. training program shall be obtained from the State prior to for i the Contractor shall specify the starting time commencing work on the classification covered by the for[mining in each of the Classifications. The Contractor program It is the intention of these provisions that training will be credited for each trainee or apprentice employed by is to be provided in the construction crafts rather than him on the contract work who is currently enrolled or clerk-typists or secretarial-type positions. Training is becomes enrolled in an approved program and will be permissible in lower level management positions such as reimbursed for such trainees or apprentices as provided - office engineers, estimators, timekeepers;:etc., where the hereinafter. training is oriented toward.-construction applications. Training and upgrading of minorities and women Traininginthe laborer classification may be permitted journeymen status is a primary objective of this . Training Special Provision. Accordingly, the Contractor provided [fiat significant and meaningful [mining- is shall make every effort to enroll minority and women provided and approved by the division office. trainees or apprentices(ag., by conducting systematic and Some offsite training is permissible as long as the direct recruitment through public and private sources likely twining is an integral part of an approved training program to yield minority and women trainees or apprentices)to the and does not comprise a significant part of the overall extent such persons are available within a reasonable area training:Excepted otherwise noted below,the Contractor of recruitment. -The Contractor will be responsible for well to reimbursed c nt cents per hour of twining given ve demonstrating the steps that he has taken in pursuance employee o this contract in accordance with er approved thereof, prior to a determination as to whether the ming program As approved by the Engineer, reimbursement will be made for training of persons in Contractor is in compliance with this Twining Special Provision. This training commitment isnot intended,and excess of the number specified herein. shall not be used,to discriminate against any applicant for training, whether a member of a minority group or not. • F-15 Page 12-107 March 15,2001 EXHIBIT 12-E Local Assistance Procedures Manual Attachment N PS&E Checklist Instructions This reimbursement will be made even though the has completed his training program. It is not required that all Contractor receives additional training program funds from trainees or apprentices be on board for the entire length of the other sources,provided such other source does not contract. A Contractor will have fulfilled his responsibilities specifically prohibit the Contractor from receiving other under this Training Special Provision if he has provided reimbursement Reimbursement for offsite training indicated acceptable training to the number of trainees or apprentices above may only be made to the Contractor where he does one specific& The number trained shall be determined on the or more of the following and the trainees or apprentices are basis of the total number enrolled on the contract for a concurrently employed on a Federal-aid project;contributes significant period. to the cost of the training,provides the instruction to the - Only trainees or apprentices ,registered in a program trainee or apprentice or pays the trainee's or apprentice's approved by the State of Califontia's State Administrator of wages during the offsite training period. Apprenticeship may be employed on the project and said No payment shall be made to the Contractor if either the trainees or apprentices shall be paid the standard wage failure to provide the required training,or the failure to hire specified under the regulations of the craft or trade at which the trainee or apprentice as a journeyman,is caused by the they are employe& Contractor and evidences a lack of good faith on the part The Contractor shall furnish the trainee or apprentice a of the Contractor in meeting the requirements of this Training copy of the program he will follow in providing the training. Special Provision. It is normally expected that a trainee or The Contractor shall provide each trainee or apprentice with a apprentice will begin his training on the project as soon as certification showing the type and length of training feasible after start of work utilizing the skill involved and satisfactorily completed. -remain on the project as long as training opportunities exist in The Contractor will provide for the maintenanceof his work classification or until he records and furnish periodic reports documenting his performance under this Training Special Provision • FR-16 2-108 March 15,2001 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions - Attachment E • DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49,CODE OF FEDERAL REGULATIONS,PART 29 The bidder,under penalty of perjury,certifies that,except as noted below,he/she or any other person associated therewith in the capacity of owner,partner,director,officer,manager: • Is not currently under suspension,debarment,voluntary exclusion,or determination of ineligibility by any federal agency; • Has not been suspended,debarred,voluntarily excluded or determined ineligible by any federal agency within the past 3 years; • Does not have a proposed debarment pending; and • Has not been indicted,convicted,or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. if there are any exceptions to this certification, insert the exceptions in the following space. • Exceptions will not necessarily result in denial of award,but will be considered in determining bidder responsibility. For any exception noted above;indicate below to whom,it applies,initiating agency,and dates of action. Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification. FR-17 _ Page 12-83 LPP 01-04 March 13,2001 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment F • NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS The prospective participant certifies,by signing and submitting this bid or proposal,to the best of his or her knowledge and belief,that: (1) No federal appropriated funds have been paid or will be paid,by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of any federal agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with the awarding of any federal contract,the making of any federal grant,the making of any federal loan,the entering into of any cooperative agreement,and the extension,continuation,renewal, amendment,or modification of any federal contract,grant,loan,or cooperative agreement. (2) If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence,an officer or employee of any federal agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with this federal contract,grant,loan,or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities,"in accordance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352,Title 31,U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. • The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts,which exceed$100,000 and that all such subrecipients shall certify and disclose accordingly. FR-18 • Page 12-85 LPP 01-04 March 15,2001-- Local Assistance Procedures Manual - EXHIBIT 12-E PS&E Checklist Instructions Attachment G DISCLOSURE OF LOBBYING ACTIVITIES • COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: ❑ a, contract ❑a. bid/offedannlication � a. initial b, grant b. initial award b. material change C, cooperative agreement c, post-award d, loan For Material Change Only: e. loan guarantee year_ quarter f. loan insurance date of last report 4. Name and Address of Reporting Entity 5. It Reporting Entity in No.4 is Subawardee, Enter Name and Address of Prime: 0 Prime Subawardee Tia ,if known Cougressioual District,if known Congressional District,if known 6. Federal Department/Agency: 7. Federal Program Name/Description: CFDA Numb",if applicable 8. Federal Action Number,if known: 9. Award Amount,if known: 10. a. Name and Address of Lobby Entity b. Individuals Performing Services (including (If individual,last name,first name,MI) address if different from No. I Oa) (cast name,first name,MI) • (attach ContinuatiogSheet(s)if necessary) 11. Amount of Payment(check all that apply) 13. Type of Payment(check all that apply) 5 actual planned a. retainer , b. one-time.fee 12. Form of Payment(check all that apply): C. commission a. cash d. contingent fee b, in-kind; specify: nature a deferred value f other,specify 14. Brief Description of Services Performed or to be performed and Date(s)of Service,including _ efficer(s);employee(s),or member(s)contacted,for Payment Indicated in Item 11: (attach Continuation Sheet(s)if necessary) 15. Continuation Sheets)attached: Yes 11 No D 16. Inf runation requested through this form is authonzed by Title - 31 U.S.C.Section 1352. This disclosure of lobbying reliance Signa: _ was placed by the tia above when his transaction was made or entered into. This disclosure is required pursuant to 31 Print Name: U.S.C. 1352. Ibis inf rt ation will be reported m Congress semiannually and will be available for public inspection. Any person who fails to file the required disclosure shall be subject Title: to a civil penalty of not has than S 10,000 and not more than $100,000 for each such failure.- - Telephone No.: Date: Authorized for Local Reproduction • Federal Use Only: Standard Form-LLL Stadvd F.LLL RV.09-12-97 Page 12-87 LPPAL-04 FR-19 March-15,2001 EXHIBIT 12-E Local Assistance Procedures Manual Attachment G PS&E Checklist Instructions • INSTRUCTIONS FOR COMPLETION OF SF-LLL DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity,whether subawardee or prime federal recipient,at the initiation or receipt of covered federal action or a material change to previous filing pursuant to title 31 U.S.C.Section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency,a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information. 1. Identify the type of covered federal action for which lobbying activity is and/or has been secured to influence,the outcome of a covered federal action. 2. Identify the status of the covered federal action. 3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported,enter the year and quarter in which the change occurred. Enter the date of the last,previously submitted report by this reporting entity for this covered federal action. 4. Enter the full name,address,city, State and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee,e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts,subgrants and contract awards under grants. 5. If the organization filing the report in Item 4 checks"Subawardee" then enter the full name,address, city,State and zip code of the prime federal recipient. Include Congressional District,if known. 6. Enter the name of the federal agency making the award or loan commitment. Include at least one organization level below agency name,if known. For example,Department of Transportation,United States Coast Guard. 7. Enter the federal program name or description for the covered federal action(item 1). If known,enter the full Catalog of Federal Domestic Assistance(CFDA)number for grants,cooperative agreements,loans and loan commitments. 8. Enter the most appropriate federal identifying number available for the federal action identification in itern 1 (e.g.,Request for Proposal(RFP)number,Invitation for Bid(IFB)number,grant announcement number,the contract grant.or loan award number,the application/proposal control number assigned by the federal agency). Include prefixes,c.g.,"REP-DE-90-001." 9. For a covered federal action where there has been an award or loan commitment by the Federal agency, enter the federal amount of the award/loan commitments for the prime entity identified in item 4 or 5. 10. (a)Enter the full name,address,city,State and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered federal action. (b)Enter the full names of the individual(s)performing services and include full address if different from 10(a). Enter Inst Name,First Name and Middle Initial(MI). 11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity(item 4) to the lobbying entity(item 10). Indicate whether the payment has been made(actual)or will be made (planned). Check all boxes that apply. If this is a material change report,enter the cumulative amount of payment made or planned to be made. 12. Check the appropriate box(es). Check all boxes that apply. If payment is made through an in-kind contribution,specify the nature and value of the in-kind payment. 3. Check the appropriate box(es). Check all boxes that apply. If other,specify nature. It12-88 March 15,2001 FR-20 LPP 01-04 Local Assistance Procedures Manual _ EXHIBIT 12-E PS&E Checklist Instructions Attachment G 14. Provide a specific and detailed description of the services that the lobbyist has performed or will be • expected to perform and the date(s)of any services rendered. Include all preparatory and related activity not just time spent in actual contact with federal officials. Identify the federal officer(s)or employee(s) contacted or the officer(s)employee(s)or Member(s)of Congress that were contacted. 15. Check whether or not a continuation sheet(s)is attached. 16. The certifying official shall sign and date the form,print his/her name title and telephone number. Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction,searching existing data sources,gathering and maintaining the data needed,and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information,including suggestions for reducing this burden,to the Office of Management and Budget,Paperwork Reduction Project(0348-0046),Washington,D.C.20503. SF-LU,imrvct Rev.0600-90.END(Fx • Page 12-89 LPP 01-04 ER-21 March 15,2001 Local Assistance Procedures Manual EXHIBIT 12--E — PS&E Checklist Instructions Attachment H • SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS 2-9.01 GENERAL The bidder's attention is directed to the provisions in Section 2,"Proposal Requirements and Conditions,"of the Standard Specifications and these special provisions for the requirements and conditions which the bidder must observe in the preparation of the proposal form and the submission of the bid. In addition to the subcontractors required to be listed in conforrnance with Section 2-1.054,"Required Listing of Proposed Subcontractors,"of the Standard Specifications,each proposal shall have listed therein the portion of work that will be done by each subcontractor listed. A sheet for listing the subcontractors is included in the Proposal. The form of Bidder's Bond mentioned in the last paragraph in Section 2-1.07,"Proposal Guaranty,"of the Standard Specifications will be found following the signature page of the Proposal. In conformance with Public Contract Code Section 7106;a Noncollusion Affidavit is included in the Proposal. Signing the Proposal shall also constitute signature of the Noncollusion Affidavit. The contractor,sub recipient or subcontractor shall not discriminate on the basis of race,color,national origin,or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT assisted contracts. Failure by the contractor to carry out these requirements is a'material breach of this contract,which may result in the.termination of this contract or such other remedy as the recipient deems appropriate. Each subcontract signed by the bidder must include this assurance. 2-1.015—FEDERAL LOBBMG RESTRICTIONS.—Section 1352,Title 1352,Title 31,United States Code • prohibits Federal funds from being expended by the recipient or any lower tier subrecipient of a Federal-aid contract to pay for any person for influencing or attempting to influence a federal agency or Congress in connection with the awarding of any federal-aid contract,the making of any federal grant or loan,or the entering into of any cooperative agreement. If any funds other than federal funds have been paid for the same purposes in connection with this federal-aid contract, the recipient shall submit an executed certification and,if required, submit,a completed disclosure form as part of the bid documents. A certification for federal-aid contracts regarding payment of funds to lobby Congress or a federal agency is included in the Proposal. Standard Form-LLL,"Disclosure of Lobbying Activities,"with instructions for completion of the Standard Form is also included in the Proposal. Signing the Proposal shall constitute signature of the Certification. The above referenced certification and disclosure of lobbying activities shall be included in each subcontract and any lower-tier contracts exceeding$100,000. All disclosure forms,but not certifications,shall be forwarded from tier to tier until received by the Engineer. The Contractor,subcontractors and any lower-tier contractors shall file a disclosure form at the end of each calendar quarter in which there occurs any event that requires disclosure or that materially affects the accuracy of the information contained in any disclosure form previously filed by the Contractor,subcontractors and any lower-tier contractors. An event that materially affects the accuracy of the.information reported includes: (1) A cumulative increase if$25,000 or more in the amount paid or expected to be paid for influencing or attempting to influence a covered federal action;or (2) A change in the person(s)or individual(s)influencing or attempting to influence a covered federal action; or (3) A change in the officer(s),employees(s),or Member(s)contacted to influence or attempt to influence a covered Federal Action. • Page 12-91 LPP 01-04 FR-22 March I5,2001 EXHIBIT 12-E Local Assistance Procedures Manual Attachment H - - PS&E Checklist Instructions 02 DISADVANTAGED BUSINESS ENTERPRISE(DBE).—This contract is subject to Par 26,Title 49, e of Federal Regulations entitled"Participation By Minority Business Enterprise In Department of sportation Programs." The Regulations in their entirety are incorporated herein by this reference. (Use the following through "J"if DBE goals are specified) Bidders shall be fully informed respecting the requirements of the Regulations and the Department's Disadvantaged business(DBE)program developed pursuant to the Regulations;particular attention is directed to the following matters: A. A DBE must be a small business concern as defined pursuant to Section 3 of U.S. Small Business Act and relevant regulations promulgated pursuant thereto; B. A DBE may participate as a prime contractor, subcontractor, joint venture partner with a prime or subcontractor, vendor of material or supplies,or as a trucking company; C. A DBE bidder, not bidding as a joint venture with a non-DBE, will be required to document one or a combination of the following: 1. The bidder will meet the goal by performing work with its own forces. 2. The bidder will meet the goal through work performed by DBE subcontractors, suppliers or trucking companies. 3. The bidder,prior to bidding,made adequate good faith efforts to meet the goal. D. A DBE joint venture partner must be responsible for specific contractitems of work, or portions thereof. Responsibility means actually performing,managing and supervising the work with its own forces. The DBE joint venture partner must share in the capital contribution, control, management, risks and profits of the joint venture. The DBE joint venturer must submit the joint venture agreement with the proposal or the DBE Information form required in the Section entitled"Submission of DBE Information" of these special provisions; E. A DBE must perform a commercially useful function, i.e., must be responsible for the execution of a distinct element of the work and must carry out its responsibility by actually performing, managing and supervising the work; F. DBEs must be certified by either the California Department of Transportation, or by a participating agency which certifies in conformance with Title 49, Code of Federal Regulations, Part 26,as of the date of bid opening. It is the Contractor's responsibility to verify that DBEs are certified. Listings of certified DBEs are available from the following sources: 1. The Department's DBE Directory, which is published quarterly. This Directory may be obtained from the Department of Transportation, Materiel Operations Branch, Publication Distribution Unit, 1900 Royal Oaks Drive,Sacramento,California 95815,Telephone:(916)445-3520; 2. The Department's Electronic Information Bulletin Board Service, which is accessible by modem and is updated weekly. The Bulletin Board may be accessed by first contacting the Department's Business.Enterprise Program at Telephone: (916)227-8937 and obtaining a user identification and password; 3. The Department's web site at www.dot.ca.goy/hq/bet)/index.htm; G. Credit for materials or supplies purchased from DBEs will be as follows: 1. If the materials or supplies are obtained from a DBE manufacturer, 100 percent of the cost of the materials or supplies will count toward the DBE goal. A DBE manufacturer is a firm that operates or maintains a factory or establishment that produces,on the premises, the materials, supplies, articles, or equipment required under.the contract and of the general character described by the specifications. ge 12-92 March 15,2001 FR-23 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment H 2. If the materials or supplies are purchased from a DBE regular dealer, 60 percent of the cost of the • materials or supplies will count toward the DBE goal. A DBE regular dealer is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. To be a DBE regular dealer,the firm must be an established,regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. A person may be a DBE regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business as provided in this paragraph G.2. if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers'own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. Packagers, brokers, manufacturers' representatives, or.other persons who arrange or expedite transactions are not DBE regular dealers within the meaning of this paragraph G.2. 3. Credit for materials or supplies purchased from a DBE which is neither a manufacturer nor a regular dealer will be limited to the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, provided the fees are reasonable and not excessive as compared with fees charged for similar services. H. Credit for DBE trucking companies will be as follows: I. The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible on a particular contract, and there cannot be a contrived arrangement for the purpose of meeting the DBE goal; 2. The DBE must itself own and operate at least one fully licensed, insured,and operational truck used. • on the contract; 3. The DBE receives credit for the totalvalue of the transportation services it provides on the contract using trucks its owns, insures,and operates using drivers it employs; 4. The DBE may lease trucks from another DBE firm,including an owner-operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the tgtal value of the transportation services the lessee DBE provides on the contract; 5. The DBE may also lease trucks from a non-DBE firm, including an owner-operator. The DBE who leases trucks from a non-DBE is entitled to credit only for the fee or commission it receives as a result of the lease arrangement The DBE does not receive credit for the total value of the transportation services provided by the lessee,since these services are not provided by a DBE; 6. For the purposes of this paragraph H, a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for use of the leased truck Leased trucks must display the name and identification number of the DBE. I. Noncompliance by the Contractor with the requirements of the regulations constitutes a breach of this contract and may result in termination of the contract or other appropriate remedy for a breach of this contract; J. Bidders are encouraged to use services offered by financial institutions owned and controlled by DBEs. i • Page 12-93 LPP 01-04 FR-24 March 15,2001 EXHIBIT 12-E Local Assistance Procedures Manual Attachment H PS&E Checklist Instructions • (Use the following if no DBE goals are specified) Bidders shall be fully informed respecting the requirements bf the Regulations and are urged to obtain DBE participation in this project,although there is no specific goal for DBE participation. Caltrans has engaged the services of a contractor to provide supportive services to contractors and subcontractors to assist in obtaining DBE participation on federally funded construction projects. Bidders and potential subcontractors should check the Caltrans website at www.dot.ca.eov/ho/beo to verify the current availability of this service. (Use the following section if DBE goals are specified) 2-1.02A DBE GOAL FOR THIS CONTRACT The City/County has established the following goal for Disadvantaged Busmess Enterprise(DBE)participation for this contract: Disadvantaged Business Enterprise(DBE):-8 percent Caltrans has engaged the services of a contractor to provide supportive services to contractors and subcontractors to assist in obtaining DBE participation on federally funded construction projects. Bidders and potential subcontractors should check the Caltrans website at www.dot.ca.gov/hc/beo to verify the current availability of this service. • (Use the following section if DBE goals are specified) 2-1.02B SUBMISSION OF DBE INFORMATION The required DBE information shall be submitted on the"LOCAL AGENCY BIDDER-DBE INFORMATION' form included in the Proposal. If the DBE information is not submitted with the bid,the DBE Information form shall be removed from the documents prior to submitting the bid. It is the bidder's responsibility to make enough work available to DBEs and to select those portions of the work or material needs consistent with the available DBEs to meet the goal for DBE participation or to provide information to establish that,prior to bidding,the bidder made adequate good faith efforts to do so. If DBE information is not submitted with the bid,the apparent successful bidder(lowrer),the second low bidder and the third low bidder shall submit DBE information to the Cityh@aw*f-af (address)so the information is received by the City/lsser sy of SJC no later than 4:00 p.m.on the fourth day,not including Saturdays,Sundays and legal holidays,following bid opening. DBE information sent by U.S.Postal Service certified mail with return receipt and certificate of mailing and mailed on or before the third day,not including Saturdays,Sundays and legal holidays,following bid opening will be accepted even if it is received after the fourth day following bid opening. Failure to submit the required DBE information by the time specified will be grounds for finding the bid or proposal nonresponsive. Other bidders need not submit DBE information unless requested to do so by the City/emwty of SanJuan C2pistrano The bidder's DBE information shall establish that good faith efforts to meet the DBE goal have been made. To establish good faith efforts,the bidder shall demonstrate that the goal will be met or that,prior to bidding, adequate good faith efforts to meet the goal were made. • Page 12-94 March 15,2001 - FR-25 LP"1-04 Locat-Assistance.Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions - Attachment H • Bidders are cautioned that even though their submittal indicates they will meet the stated DBE goal, their submittal should also include their adequate good faith efforts information along with their DBE goal information to protect their eligibility for award of the contact in the event the City/County,in its review,finds that the goal has not been met. The bidder's DBE information shall include the names,addresses and phone numbers of DBE fimus that will participate,with a complete description of work or supplies to be provided by each,the dollar value of each DBE transaction,and a written confumation from the DBE that it is participating in the contact. A copy of the DBE's quote will serve as written confirmation that the DBE is participating in the contract. When 100 percent of a contract item of work is not to be performed or furnished by a DBE,a description of the exact portion of that work to be perforated or furnished by that DBE shall be included in the DBE information,including the planned location of that work The work that a DBE prime contractor has committed to performing with its own forces as well as the work that it has committed to be performed by DBE subcontractors,suppliers and trucking companies will count toward the goal. The infomtation necessary to establish the bidder's adequate good faith efforts to meet the DBE goal should include: A. The names and dates of each publication in which a request for DBE participation for this project was placed by the bidder. B. The names and dates of written notices sent to certified DBEs soliciting bids for this project and the dates and methods used for following up initial solicitations to determine with certainty whether the DBEs were interested. C. The items of work which the bidder made available to DBE firms, including, where appropriate, any breaking down of the contract work items (including those items normally performed by the bidder with • its own forces) into economically feasible units to facilitate DBE participation. It is the bidder's responsibility to demonstrate that sufficient work to.meet the DBE goal was made available to DBE firms. D. The names, addresses and phone numbers of rejected DBE firms, the firms selected for that work, and the reasons for the bidder's choice. E. Efforts made to assist interested DBEs in obtaining bonding, lines of credit or insurance, and any technical assistance or information related to the plans, specifications and requirements for the work which was provided to DBEs. F. Efforts made to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services,excluding supplies and equipment the DBE subcontractor purchases or leases from the prime contractor or its affiliate. G. The names of agencies contacted to provide assistance in contacting,recruiting and using DBE firms. TI. Any additional data to support a demonstration of good faith efforts. • Page 12-95 LPP 01-04 FR-26 March 15,2001 Local Assistance Procedures Manual - EXHIBIT 12-E PS&E Checklist Instructions Attachment I • SECTION 3. AWARD AND EXECUTION OF CONTRACT The bidder's attention is directed to the provisions in Section 3,"Award and Execution of Contract,"of the Standard Specifications and these special provisions for the requirements and conditions concerning award and execution of contract. (Use the following paragraph if DBE goals are specified) The award of the contract,if it be awarded,will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed and who has met the goal for DBE participation or has demonstrated,to the satisfaction of the City/County,adequate good faith efforts to do so. Meeting the goal for DBE.participation or demonstrating to the satisfaction of the City/County,adequate good faith efforts to do so is a condition for being eligible for award of contract. SECTION 4. BEGINNING OF WORK,TIME OF COMPLETION AND LIQUIDATED DAMAGES Attention is directed to the provisions in Section 8-1.03, "Beginning of Work,"in Section 8-1.06, "Time of Completion,"and in Section 8-1.07,"Liquidated Damages," of the Standard Specifications and these special provisions. The Contractor shall begin work within 15 calendar days after the contract has been approved by the City/ of San .Tuan .Capistrano (Sic) This work shall be diligently prosecuted to completion before the expiration of 180 WORKING DAYS beginning on the 1�alendar day after approval of the contract. • (INSERT AMOUNT OF LIQUIDATED DAMAGES) The Contractor shall pay to the City/Gexxiy of SJC the sum of $ 250 per day,for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed above. • Page 1247 LPP 01-04 FR-27 March 15,2001— EXHIBIT 12-E Local Assistance Procedures Manual Attachment M PS&E Checklist Instructions • 5-1.01 SUBCONTRACTOR AND DBE RECORDS. -- The Contractor shall maintain records of all subcontracts. The records shall show those subcontracts entered into with certified DBE subcontractors and records of materials purchased from certified DBE suppliers. Such records shall show the nairie and business address of each DBE subcontractor or vendor and the total dollar amount actually paid each DBE subcontractor or vendor. Upon completion of the contract, a summary of these records shall be prepared on "Final Report—Utilization of Disadvantaged Business Enterprises - (DBE), First-Tier Subcontractors" (Exhibit 17-F/Form CEM-2402) and certified correct by the Contractor or his authorized representative, and shall be furnished to the Engineer. 5-1.02 PERFORMANCE OF DBE SUBCONTRACTORS AND SUPPLIERS—The DBEs listed by the Contractor in response to the requirements in the section of these special provisions entitled"Submission of DBE Information, Award, And Execution Of Contract," which are determined by the Department to be certified DBEs, shall perform the work and supply the materials for which they are listed unless the Contractor has received prior written authorization to perform the work with other forces or to obtain the materials from other sources. Authorization to utilize other forces or sources of materials may be requested for the following reasons: (1) The listed DBE,after having had a reasonable opportunity to do so,fails or refuses to execute a written contract, when such written contract,based upon the general terms,conditions,plans and specifications for the project,or on the terms of such subcontractor's or supplier's written bid,is presented by the Contractor. • (2) The listed DBE becomes bankrupt or insolvent. (3) The listed DBE fails or refuses to perform his subcontract or furnish the listed materials. (4) The Contractor stipulated that a bond was a condition of executing a subcontract and the listed DBE subcontractor fails or refuses to meet the bond requirements of the Contractor. (5) The work performed by the listed subcontractor is substantially unsatisfactory and is not in substantial accordance_with.the plans and specifications, or the subcontractor.is substantially delaying or disrupting the progress of the work. (6) It would be in the best interest of the State. The Contractor shall not be entitled to any payment for such work or material unless it is performed or supplied by the listed DBE or by other forces (including those of the Contractor) pursuant to prior written authorization of the Engineer. 5-1.03 DBE CERTIFICATION STATUS — If a DBE subcontractor is decertified during the life of a project, the decertified subcontractor shall notify the Contractor in writing with the date of decertification. If a subcontractor becomes a certified DBE during the life of the project, the subcontractor shall notify the Contractor in writing with a date of certification. The Contractor shall furnish the written documentation to the Engineer. Upon completion of the contract,Form CEM-2403(F) indicating the DBE's existing certification status shall be signed and certified correct by the Contractor. The certified form shall be furnished to the engineer within 90 days from the date of contract acceptance. • FR-28 Page 12-28 March 15,2001 LPP O1-04 /v EXHIBIT 17-0 Local Assistance Procedures Manual Disadvantaged Business Enterprises(DBE)Certification Status Change orm CP-CEM 2403(F)(New 10/99) ISADVANTAGED BUSINESS ENTERPRISES (DBE)CHANGE IN CERTIFICATION STATUS REPORT The top of the form requires specific information regarding the construction project: Contract Number, County, Route,Post Miles/Post Kilometers, the Administering Agency,the Contract Completion Date and the Estimated Contract Amount. It requires the Prime Contractor name and Business Address. The focus of the form is to substantiate and verify the actual DBE dollar amount paid to contractors on Federally funded projects that had a change in Certification status during the course of the completion of the contract. The two situations that are being addressed by CP-CEM 2403(F)are if a firm certified as a DBE and doing work on the contract during the course of the project becomes Decertified, and if a non-DBE firm doing work on the contract during the course of the project becomes Certified as a DBE. The form has a column to enter the Contract Item No(or Item No's)as well as a column for the Subcontractor Name,Business Address,Business Phone,and contractor's Certification Number. The column entitled Amount Paid While Certified will be used to enter the actual dollar value of the work performed by those contractors who meet the conditions as outlined above during the time period they are Certified as a DBE. This column on the CP-CEM-2403 (F)should only reflect the dollar value of work performed while the firm was Certified as a DBE. The column called Certification/Decertification Date(Letter attached)will reflect either the date of the Decertification Letter sent out by the Civil Rights Program or the date of the Certification Certificate mailed out by the Civil Rights Program. There is a box to check that support documentation is attached to the CP-CEM- 2403(F)form. There is a Comments section for any additional information that may need to be provided regarding any of the 0-bove transactions. The CEM-2403 (F)has an area at the bottom where the Contractor and the Resident Engineer sign and date that the information provided is complete and correct. • FR-29 Page 17-44 March 15,2001 LPP-01-04 EXHIBIT 12-E Local Assistance Procedures Manual Attachment M PS&E Checklist Instructions 0-1.04 SUBCONTRACTING—Attention is directed to the provisions in Section 8-1.01, "Subcontracting, and Section 2, "Proposal Requirements and Conditions," and Section 3,"Award and Execution of Contract." of the Standard Specifications and these special provisions. Pursuant to the provisions in Section 1777.1 of the Labor Code, the Labor Cotmnissioner publishes and distributes a list of contractors ineligible to perform work as a subcontractor on a public works project. This list of disbarred contractors is available from the Department of Industrial Relations web site at http://www.dir.ca.gov/dir/Labor law/DLSE/Debar.html. The provisions in the third paragraph of Section 8-1.01, "Subcontracting," of the Standard Specifications, that the Contractor shall perform with the Contractor's own organization contract work amounting to not less than 50 percent of the original contract price, is not changed by the Federal Aid requirement specified under "Required Contract Provisions Federal-Aid Construction Contracts" in Section 14 of these special provisions that the Contractor perform not less than 30 percent of the original contract work with the Contractor's own organization. )each subcontractor and any lower tier subcontract that may in tum be made shall include the "Required Contract Provisions Federal-Aid Construction Contracts"in Section 14 of these special provisions. This requirement shall be enforced as follows: A. Noncompliance shall be corrected. Payment for subcontracted work involved will be withheld from progress payments due, or to become due, until correction is made. Failure to comply may result in termination of the contract. In conformance with the Federal DBE regulations Sections 26.53(f)(1) and 26.53(f)(2)Part 26,Title 49 CFR: The Contractor shall not terminate for convenience a DBE subcontractor listed in response to Section 2- 02B, "Submission of DBE Information," and then perform that work with its own forces, or those of an affiliate without written consent of the Department,and B. If a DBE subcontractor is terminated or fails to complete its work for any reason, the Contractor will be required to make good faith efforts to substitute another DBE subcontractdr for the original DBE subcontractor, to the extent needed to meet the contract goal. The requirement in Section 2-1.02, "Disadvantaged Business Engerprise (DBE);' of these special provisions that DBEs must be certified on the date bids are opened does not apply to DBE substitutions after award of the contract. 5-1.05 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS Attention is directed to the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. 5-1.06 PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS The Contractor shall return all moneys withheld in retention from the subcontractor within 30 days after receiving payment for work satisfactorily completed,even if the other contract work is not completed and has not been accepted in conformance with Section 7-1.17, "Acceptance of Contract," of the Standard Specifications. This requirement shall not be construed to limit or impair any contractual, administrative or judicial remedies otherwise available to the Contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the Contractor or deficient subcontract performance or noncompliance by a subcontractor. FR-30 Page 12-30 March 15,2001 LPP 01-04 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment L • LOCAL AGENCY BIDDER-DBE INFORMATION This information may be submitted with your bid proposal. If it is not,and you are the apparent low bidder or the second or third low bidder,it mustbc submitted and received by the administering agency no later than the time specified in the special provisions. COJRTEJP:M.: BIDDER'S NAME: CONTRACT NO.: ADDRESS: BID AMOUNT: $ BID OPENING DATE: DBE GOAL FROM CONTRACT % ITEM OF WORK AND DESCRIPTION NAME OF DBE'" DOLLAR PERCENT CONTRACT OF WORK OR SERVICES TO BE (Name of DBEs,Certification Number, AMOUNT "•• ITEM NO. SUBCONTRACTED OR MATERIALS and Telephone Number) •" DBE TO BE PROVIDED DBE Total Claimed 1 $ $ • Participation % % • if W09%of item is not to be performed or furnished by DBE,describe exact portion,including planned location of work to be perfogn2lof item to be rmed or famished by DBE. - "' DBEs must be certified by Caltrans on the date bids are opened Subcontractors and suppliers certified state-funded only cannot be used to meet goals on federally funded contracts. - - I ' Credit for a DBE supplier,who is not a manufacturer is limited to 60°/a of the amount paid to the supplier. (See Section "Disadvantaged Business"(DBE)of the special provisions) IMPORTANT: Names of DBE subcontractors and their respective item(s)of work listed above should be consistent with the name and items of work in the""List of Subcontractors" submitted with your bid pursuant to the Subcontractors Listing Law. Signature of Bidder Date (Area Code)tel.No. Person to Contact (Please type or print) Distribution for NBS Projects: (1)Original-Cattrans DLAE for NHS Projects,(2)Copy-Loaf Agency project fife Distribution for non-NHS Projects: (1)Original local Agency project file DEPT.OF TRANSPORTATION (FED DBE)MODIFIED DC-OE-19(REV 09-18-95) • FR-31 Page 12-103 LPP 01-04 March 15,20.01— Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions - Attachment M • 5-1._ BUY AMERICA REQUIREMENTS.-Attention is directed to the"Buy America"requirements of the Surface Transportation Assistance Act of 1982(Section 165)and the Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA)Sections 104l(a)and 1048(a),and the regulations adopted pursuant thereto. In accordance with said law and regulations,all manufacturing processes for steel and iron materials furnished for incorporation into the work on this project shall occur in the United States;with the exception that pig iron and processed,pelletized and reduced iron ore manufactured outside of the United States may be used in the domestic manufacturing process for such steel and iron materials.The application of coatings,such as epoxy coating, galvanizing,painting,and any other coating that protects or enhances the value of such steel or iron materials shall be considered a manufacturing process subject to the`Buy America"requirements. A Certificate of Compliance,conforming to the provisions in Section 6-1.07,"Certificates of Compliance,"of the Standard Specifications,shall be furnished for steel and iron materials. The certificates,in addition to certifying that the materials comply with the specifications,shall also specifically certify that all manufacturing processes for the materials occurred in.the United States,except for the exceptions allowed herein. The requirements imposed by said law and regulations do not prevent a minimal use of foreign steel and Iron materials if the total combined cost of such materials used does not exceed one-tenth of one percent(0.1%)of the total contract cost or$2,500,whichever is greater. The Contractor shall famish the Engineer acceptable documentation of the quantity and value of any foreign steel and iron prior to incorporating such materials into the work. • • FR-32 Page 12-105 LPP 01-04 March-Y5;2001 Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment C • (THE BIDDER'SEXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO CONSTTTUTE ANENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE APART OF THIS PROPOSAL) EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder proposed subcontractor hereby certifies that he has_ has not ,participated in a previous contract or subcontract subject to the equal opportunity clauses,as required by Executive Orders 10925, 11114,or 11246,and that,where required,he has filed with the Joint Reporting Committee,the Director of the Office of Federal Contract Compliance,a Federal Government contracting or administering agency,or the former President's Committee on Equal Employment Opportunity,all reports due under the applicable filling requirements. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor(41 CFR 60-1.7(b)(1)),and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. • (Generally only contracts or subcontracts of$10,000 or under are exempt.) Currently, Standard Form 100(EEO-1)is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1)prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director,Office of Federal Contract Compliance,U.S.Department of Labor. • FR-33 Page 12-79 LPP 01-04 - March 15,2001 Local Assistance Procedures Manual EXHIBIT 12-E PS&E ChecIdist Instructions - Attachment D • Noncollusion Affidavit (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY/COUNTY of DEPARTMENT OF PUBLIC WORKS. In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of,or on behalf of,any undisclosed person,partnership, company, association,organization,or corporation;that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid,and has not directly or indirectly colluded,conspired,connived,or agreed with any bidder or anyone else to put in a sham bid,or that anyone shall refrain from bidding; that the bidder has not in any manner,directly or indirectly, sought by agreement,communication,or conference with anyone to fix the bid price of the bidder or any other bidder,or to fix any overhead,profit,or cost element of the bid price, or of that of any other bidder,or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements • contained in the bid are true;and,further,that the bidder has not,directly or indirectly, submitted his or her bid price or any breakdown thereof,or the contents thereof,or divulged information or data relative thereto,or paid, and will not pay,any fee to any corporation,partnership,company association, organization,bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. • ER-34 Page 12-81 LPP-01-04 _ -Marcv-13,2001 APPENDIX 1 TEMPORARY RIGHT-OF-ENTRY AGREEMENT • SCRRA FORM NO.6 SCRRA File No. SCRRA Projectaask No. Subdivision - Mile Post Thomas Guide Location This Temporary Right-of-Entry Agreement ("Agreement") is between the Southern California Regional Rail Authority(hereinafter referred to as"SCRRA"),and (hereinafter referred to as "Contractor").This Agreement is for entry upon,over,and under SCRRA and Member Agency right of way("Right of Way")at or near in the City of or in the Unincorporated County of (as such location is more specifically identified above)for the purpose of (as shown on attached drawings). 1. Definitions A. Contractor is an individual, firm, partnership or corporation, or combination thereof private, municipal or public, including joint ventures, which are referred to throughout this document by • singular number and masculine gender.For purposes of this agreement, Contractor also includes any subcontractor, supplier, agent or other individual entering the Right of Way during performance of work. B. Indemnitees are SCRRA, Member Agencies, and Operating Railroad, and their respective officers, commissioners,employees,agents,successors and assigns. C. Operating Railroad is/are that specific passenger or freight-related railroad company(s) validly operating on SCRRA and Member Agency track(s). Operating Railroads are any combination(s) of the National Railroad Passenger Corporation, (AMTRAK) the Union Pacific Railroad Company; (UPRR)and the Burlington Northern Santa Fe Corporation(BNS D. Property and Right of Way is defined herein to mean the real and/or personal property of SCRRA and/or Member Agencies. E. SCRRA is a five-county joint powers authority,created pursuant to State of California Public Utilities Code Section 130255 and California Government Code Section 6500 et seq.,to build and operate the "Metrolink" commuter train system in the five-county area on railrights-of-ways owned by the Member Agencies. The five-county Member Agencies are comprised of the following: Los Angeles County Metropolitan Transportation Authority (MTA), Ventura County Transportation Commission (VCTC),Orange County Transportation Authority(OCTA),San Bernardino Associated Governments (SANBAG),and Riverside County Transportation Commission(RCTC)_ F. SCRRA Railroad Employee (SRE) is a Southern California Regional Rail Authority employee (SCRRA General Code of Operating Rules and Territory Qualified) providing warning to Public Agency or Contractor personnel of approaching trains or on,track equipment and who has the • SCRRA FORM NO.6 Page 1 of 12 7/]22DD4 authority to halt work and to remove personnel from the Right of Way to assure safe work- 2. ork2. References When working on the Right of Way,the Contractor must comply'with the rules and regulations contained in the current editions of the following documents which are "references" incorporated in this document as if they were set out in full in this paragraph. The Contractor, by its signature on this Agreement, acknowledges receipt of these documents and agrees to abide by said Hiles and regulations at all times when on the Right of Way. A. Rules and Requirements for Construction on Railway Property,SCRRA Form No.37. B. General Safety Regulations for Third Party Construction and Maintenance Activity on SCRRA Member Agency Right of Way. 3. Entry Onto Rieht of Way No verbal approvals will be granted. The Contractor shall not enter onto the Right of Way unless Contractor has arranged for SCRRA safety training as well as protective services, (SCRRA Railroad Employee (SRE) and/or other protective services to be determined by.SCRRA)and has paidall charges and fees.A fully executed copy this Form 6 must be in the possession of the contractor at the job site and must be produced by Contractor upon request by SCRRA or Member Agency's representative. If said Agreement is not produced, SCRRA has the right to suspend work in the Right of Way until Contractor demonstrates possession of Agreement at the job site. 4. Termination of Agreement SCRRA or Member Agency reserves the right to terminate or revoke this temporary Agreement at any • time upon two hours notice; however, in the event of an unsafe condition on the Right of Way, SCRRA shall have the-right to terminate this Agreement immediately, without any advanced notice. Unless subsequently modified, extended, terminated or revoked by SCRRA, this temporary Agreement shall extend until the work authorized hereunder is completed or accepted by SCRRA. In any event,however, the Agreement shall be automatically terminated if or when the insurance that the Contractor is required to maintain hereunder lapses or expires. The Contractor agrees to notify SCRRA, in writing and orally, when use of the Right of Way or work is completed (see Section 18 of this Agreement for SCRRA contact). Under no circumstances shall the temporary right of entry provided for under this Agreement be construed as granting to the Contractor or its Subcontractors and agents any right,title or interest of any kind or character in,on,or about any Property. At the request of SCRRA or Member Agency, Contractor shall remove from the Right of Way any employee or other individual who fails to conform to the instructions of SCRRA's or Member Agency s representative in connection with work on the Right of Way.Any right of Contractor to enter upon the Right of Way shall be suspended until such request of SCRRA or Member Agency is met Contractors shall defend, indemnify and hold harmless SCRRA and Member Agency against any claim arising from the removal of any such employee or other individual from the Right of Way. 5. Indemnification Contractor,on behalf of itself and its employees,subcontractors,agents,successors,and assigns,agrees to indemnify, defend, by counsel satisfactory to SCRRA and Member Agency, and hold harmless "Indemnitees", and each.of them to the maximum extent allowed by law, from and against all loss, liability, claims, demands, suits, liens, claims of lien; damages (including incidental consequential damages), costs and expenses (including, without limitation, any fines, penalties, judgments, actual Mitigation expenses, and experts' and actual attorneys' fees), that are incurred by or asserted against • SCRRA FORM NO.6 - Page 2 of 12 - - 7/12/2009 Indemnitees arising out of or connected in any manner with(i)the acts or omissions of the Contractor,or its officers, directors, affiliates, subcontractors or agents or anyone directly or indirectly employed by • them or for whose acts the foregoing persons are liable (collectively, "Personnel") in connection with or arising from the presence upon or performance of activities by the Contractor or its Personnel with respect to the Right of Way,(ii)bodily and/or personal injury or.death of any person(including without limitation employees of Indemnitees) or damage to or loss of use of Property resulting from such acts or omissions of the Contractor or its Personnel,or(iii)non-performance or breach by Contractor or its Personnel of any term or condition of this Agreement, in each case whether occurring during the term of this Agreement or thereafter. The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative, joint, concurring or comparative) on the part of Indemnitees, unless .caused by the sole negligence or willfid.misdonduct of Indemnitees,and is in addition to any other rights or remedies,which Indemnitees may have under the laW or under this Agreement. Claims against the Indemnitees by the.Contractor or its Personnel shall not limit the Contractor's indemnification obligations hereunder in anyway, whether or not such claims against Indemnitees may result in any limitation of the amount or type of damages,compensation,or benefits payable by or for the Contractor or its Personnel under workers' compensation acts, disability benefit acts or other employee benefit acts or insurance. The provisions of this section shall survive the termination or expiration of this Agreement. 6. Assumption of Liability To the maximum extent allowed by law, the Contractor releases Indemnitees from and assumes any and all risk of loss, damage or injury of any kind to any person or property, including without limitation, the ProPerty and/or Right of Way and any other property of or under the control or custody of,the Contractor 'or its personnel in connection with any acts undertaken under or in connection with this Agreement. The Contractor's assumption of risk shall.include,without limitation,loss or damage caused by defects in.any structure or improvements (including easement, lease of license agreements for other existing. improvements and utilities)on the Right of Way,accident or fire or other casualty on the Right of Way,or electrical discharge,noise or vibration resulting from SCRRA, Member Agency, and Operating Railroad transit operations on or near the Right of Way and any other persons or companies employed,retained or engaged by SCRRA or Member Agency. The Contractor, on behalf of itself and its Personnel (as defined in Section 5, "Indemnification")as a material part of the consideration for this Agreement,hereby waives all claims and demands against the Indemnitees for any such loss, damage or injury of the Contractor and/or its Personnel. The Contractor waives the benefit.of California Civil Code Section 1542, which provides as follows; "A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the release, which if known.by him must have materially affected his settlement with the debtor." The provisions of this Section shall survive the termination or expiration of this Agreement. 7. Insurance The Contractor, at its sole cost and expense, shall obtain and maintain in full force and effect during the term of this Agreement insurance as required by SCRRA or Member Agency in the amounts, coverage, and terms and conditions specified, and issued by insurance companies as described on Exhibit "A". SCRRA or Member Agency reserve the right, throughout the term of this Agreement, to review and change the amount and type of insurance coverage it requires in connection with this Agreement. Prior to entering the Right of Way or performing any work or maintenance on the Right of Way, the Contractor shall furnish SCRRA with insurance endorsements or certificates in the form of Exhibit "B", evidencing the existence,amounts and coverage of the insurance and signed by a person authorized by the insurer to • SCRRA FORM NO.6 Page 3 of 12 7/12/2oa4. bind coverage on its behalf.In most instances, SCRRA and Member Agency do not allow self-insurance; however, if the Contractor can demonstrate assets and retention funds meeting SCRRA and Member • Agency self-insurance requirements, SCRRA and Member Agency may in SCRRA's sole and absolute discretion permit the Contractor to self-insure. The right to self-insure with respect to any coverage required hereunder may be granted or revoked at the sole and absolute discretion of SCRRA or any Member Agency_ SORRA or Member Agency shall not be liable for the payment of any premiums or assessments for insurance required to be maintained by the Contractor under this Agreement. Contractor affirms that all subcontractors covered by this Agreement are insured to the same limits required of the Contractor or included in Contractor's policy. Prior to the expiration of any policy, the Contractor shall furnish SCRRA with certificates of renewal or "binders" thereof. Each certificate shall expressly state that such policies shall not be cancelable or otherwise subject to modification except after thirty(30)days prior written notice to SCRRA and Member Agency. S. No Assienment The Contractor shall not assign this Agreement or any right hereunder without SCRRA's and Member Agency's prior written consent. 9. Compliance by Contractor The Contractor shall take all steps necessary to assure that its subcontractors comply with the terms and conditions of ibis Agreement and applicable laws and regulations.The Contractoishall assure that no lien is placed against the Right of Way arising from performance of work hereunder by Contractor or any subcontractor, and in the event of such a lien, Contractor shall immediately remove or cause to be removed such lien. • 10. Safety Orientation Class The Contractor and his subcontractors may be required to attend a Pre-Construction meeting and/or SORRA Safety Orientation Class prior to receiving permission to enter the Right of Way. IL SCRRA Safety and Protective Services The Contractor must request and arrange for on track safety protection satisfactory to SCRRA in the following circumstances: A. When Contractor's personnel or equipment encroach onto the Right of Way; E. When any part of any equipment is standing or being operated within or adjacent to the Right of Way,or when any erection or construction activities are in progress within such limits; C. For any excavation within the railroad Right of Way; D. For any clearing, grubbing, grading, or blasting in proximity to the Right of Way which, in the opinion of SCRRA or Member Agency's representative, may endanger the Right of Way or operations; E. For any street construction and maintenance activities, located within the Right of Way or in the vicinity of an at-grade crossing,requiring temporary work area traffic control; The.Contractor shall notify the SCRRA Maintenance of Way office(909-3924506) a minimum of five (5)working days prior to beginning work on the Right of Way and secure any protection SCRRA deems necessary. This prior notification does not guarantee the availability of on track safety protection for.the • SCRRA FORM NO.6 Page 4 of 12 7/12/2006 proposed date of construction. To the full extent of Paragraph 4 above (Indemnification), Contractor agrees to indemnify SCRRA against any and all claims resulting from sickness or any other absence. • SCRRA will charge the Contractor four hours minimum for services four hours or less in duration.The Contractor will be charged for an entire eight-hour day if the Contractor cancels SCRRA services after the SCRRA Railroad Employee is on the site on the day of the appointment. 12. Reimbursement of Costs and Expenditures The Contractor agrees to reimburse SCRRA or Member Agency for all cost and expense incurred by SCRRA or Member Agency in connection with said worst, including without limitation the expense of engineering plan review,staff costs to process approvals and agreements, furnishing an SCRRA Railroad Employee, and protective services as SCRRA deems necessary. Contractor agrees to reimburse SCRRA for all construction related services including but not limited to installation and removal of falsework beneath tracks, restoration of railroad roadbed and tracks, installation of appropriate protective devices, temporary and permanent repairs of signal or communication equipment,restoration of the Right of Way to a condition satisfactory to SCRRA's and Member Agency's representative. The Contractor agrees to reimburse SCRRA or Member Agency actual cost and expense reasonably incurred for all services and work performed in connection with said work,including SCRRA's allocated overhead and fringe benefits. SCRRA will charge the Contractor for eight hours minimum if the Contractor cancels SCRRA services after SCRRA Railroad Employee is on site on the day of the appointment. The Contractor also agrees to reimburse SCRRA,Member Agency and/or Operating Railroad for any and all cost and expense incurred as a result of Contractor's work which may result in(i)unscheduled delay to the trains or interference in any manner with the operation of trains,(ii)unscheduled disruption to normal train operation, (iii) unreasonable inconvenience to the public or private user of the system, (iv) loss of revenue,and(v)alternative method of transportation for passengers.SCRRA will submit final bills to the • Contractor for cost incurred. Prior to commencement of work,the Contractor shall deposit with SCRRA the sum of dollars($) representing the estimated expense to be incurred by SCRRA and Member Agency in connection with said work- As the work progresses, SCRRA may require additional progress payments as the scope of work changes or becomes clearer. SCRRA may discontinue services to Contractor pending receipt of progress payments.The deposit and progress payments shall be applied to SCRRA's and Member Agency's actual costs and expenditures.The Contractor shall be responsible to pay any amount exceeding the above payments upon receipt of notice or invoice by SCRRA. SCRRA shall exercise its best efforts to provide final invoicing to Contractor within 90 days following completion of the work; however, Contractor acknowledges that it,shall be responsible for payment of all expenses incurred by SCRRA and Member Agency in connection with the work even if the final_ invoicing is provided to Contractor thereafter. Upon satisfactory completion of all work, any payments in excess of SCRRA's and Member Agency's costs and expenditures shall be returned to the Contractor within reasonable time. If there is no amount indicated in the blank space provided above for the deposit to be made by the Contractor, and if prior SCRRA written approval is obtained, in lieu of such deposit, Contractor shall cause surety bond to be executed by a reliable surety acceptable to SORRA and Member Agency, conditioned upon the faithful performance of the provisions of this Agreement. 13. Temporary Traffic Control Temporary traffic control shall be used when a maintenance or construction activity is located on the Right of Way or when the activity is located in the vicinity of a highway-rail grade crossing,which could result in queuing of vehicles across the railroad tracks. Refer to SCRRA's "Temporary Traffic Control • SCRRA FORM NO.6 Page 5 of 12 7112r2M Guidelines"for further information on definitions,referenced standards, traffic control plans,submittals, traffic control elements and responsibility/authority for temporary traffic control at highway-rail grade • crossings. The guidelines provide acceptable alternatives and procedures, which prescribe appropriate temporary traffic control measures at highway-rail grade crossings and are available on the SCRRA website. (httv://ww-w-metrolink-trains.com/Public Projects Site/PDF Files/Temporary Traffic Control Guidelines.pdf) 14. Environmental Health and Safety Plan Contractor shall immediately notify SCRRA and the appropriate regulatory agency (ies) of any spill, release, discharge,or discovery of any hazardous material or contaminants in,on,or under the Property. After providing such notice to SCRRA and the appropriate regulatory agency (ies), any contaminated soils or hazardous materials which are spilled,released,discharged,or discovered by the Contractor,shall be promptly removed and disposed of by Contractor in accordance with all the applicable laws at Contractor's sole cost and expense. To the extent preexisting contamination or hazardous material,which was not caused or contributed to by Contractor,is discovered or unearthed by Contractor,Contractor shall only be obligated by this provision to removing and disposing of that portion of the contaminated soils or hazardous materials that are unearthed or otherwise disturbed during Contractor's operations. Prior to entry onto the Property,.Contractor(s)performing trenching,excavations,or soil borings may be required by SCRRA to submit a "Hazardous .Materials Work Plan." if required, said plan shall include Contractor's site-specific health and safety plan and any other information that SCRRA may require. Contractor shallensure that all documentation for transportation or disposal of contaminated soils of hazardous materials is prepared in the Contractor's name only and that neither SCRRA nor Member Agency shall have any responsibility or liability therefor. Contractor shall defend and indemnify SCRRA for any spill, release, or discharge of contaminants or hazardous materials by Contractor in connection with activities hereunder in accordance with Section 5 Indemnification(Page 2 of 12) 15. Warranty for Plan Review • Review and or approval of the plans and calculations by SCRRA shall not relieve the Contractor of responsibility for bill compliance with contract requirements,correctness of design drawings and details, proper fabrication and construction techniques, and coordination with other government and private permitting agencies,nor shall such review or approval by SCRRA in any way relieve Contractor from, or otherwise modify, Contractors' indemnity obligations (Section 5) or assumption of liability obligations (Section 6). Execution of this right of entry does not imply design warranty or responsible charge on the part of SCRRA engineering employees. The parties expressly agree that SCRRA makes no warranty of any kind and assumes no responsibility therefore. 16. Miscellaneous Wherever the context of this document so requires,words used in the masculine gender shall include the feminine and neuter genders; words used in the neuter gender shall include the masculine and feminine genders;words in the singular shall include the plural;and words in the plural shall include the singular. 17. Emergency Telephone Numbers The Contractor must immediately contact SCRRA in case of accidents, personal injury, defect in track, bridge or signals, or any un*sual condition that may affect the safe operation of the railroads. The following are SCRRA's emergency numbers: • ._ SCRRA FORM N0.6 Page 6 of 12 7112/2004 Signal emergencies and grade crossing problems (888)446-9721 Metrolink Chief Dispatcber (909)593-0661 or(888)446-9715 • Metrolink Sheriffs Dispatcher (323)563-5280 Signal and Communications Cable Location (909)392-8476 18. Notices Except as otherwise provided in this agreement, all notices, statements, demands, approvals, or other communications to be given under or pursuant to this agreement will be in writing, addressed to the parties at their respective addresses as provided below, and will be delivered in person, or by certified or registered mail,postage paid,or by telegraph or cable,charges pre-paid. SCRRA: Manager Public Projects Southern California Regional Rail Authority(SCRRA) 700 South Flower Street,Suite 2600 Los Angeles,CA 90017-4101 Attn:Right of Way Engineer 2131452-0256 Contractor: Contractor's address is shown below. 19. California Law This agreement shall he construed and interpreted in accordance with and governed by the laws of the State of California. The Contractor hereby agrees to the terms as set forth in this Agreement,and hereby acknowledges receipt of this Agreement and of the insurance certificate forts(Exhibits A&B)herein provided. • (Name of Contractor) (Signature) (Address) (print Name) (Title) (Telephone) (Contractor's State License No.) (Far) Receipt of the foregoing agreement and certificated of insurance famished by the Contractor are hereby acknowledged on this day of 20 SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY By: Right of Way Engineer By: Manager Public Projects lApp�ed As To Form By legal Counull • SCRRA FORM NO.6 Page 7 of 12 7/12n004 EXRIBIT "A" • INSURANCE REQUIREMENTS FOR RIGHT OF ENTRY AGREEMENTS Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to Property,which may arise from or in connection with the performance of the work by the Contractor,his agents,representatives,employees or subcontractors. 1. Minimum Scone of Insurance Coverage shall be at least as broad as: O Insurance Services Office Commercial General Liability coverage(occurrence form CG 0001). © Insurance Services Office form No.CA 0001 (Ed. 1/87)covering Auto.Liability,code I(any auto). - 0 Worker's Compensation insurance as required by the State of CA.&Employer's Liability Insurance. ❑ Course of Construction insurance form providing coverage for"all risks"of loss. ❑ Property insurance against all risks of loss to any tenant improvements or betterment. ❑ Contractor's Pollution Liability 2. Minimum Limits of Insurance Contractor shall maintain limits no less than: D General Liability:$2,000,000 per occurrence for bodily injury,personal injury and Property damage.. OO If Commercial General Liability Insurance or other form with a general aggregate limit is used, either ' the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. ❑x Automobile Liability: $1,000,000 per accident for bodily injury and Property damage. 0 Employer's Liability:$1,000,000 per accident for bodily injury or disease. • ❑ Course of Construction:Completed value of the project. ❑ " Property Insurance:Full replacement cost with no coinsurance penalty provision. ❑ Contractor's Pollution Liability:$1,000,000 per occurrence/$2,000,000 annual aggregate 3. Certificate Holder/Additional Insured Certificate holder and/or insured will be the following: Southern California Regional Rail Authority(SCRRA) Additionally Insured will be the following: Los Angeles County Metropolitan Trans.Auth.(MTA) Burlington Northern Santa Fe.Corp.(BNSF) . Orange County Transportation Authority(OCTA) Union Pacific Railroad Company(UPRR) Riverside County Transportation Commission(ROTC) National Railroad Passenger Corporation{Amtrak) San Bernardino Associated Government(SANBAG) Vcntura County Transportation Commission(VCTC) 4. Railroad Protective Liability Insurance ❑D Railroad Protective Liability Insurance The Contractor shall provide,with respect to the operations they or any of their subcontractors perform on the Property, Railroad Protective Liability Insurance, AAR-AASHTO (ISO/RIMA) in the name of the railroads and Member Agencies shown in Section 3 above. • SCRRAFORMNO.6 Page B or 12 M2/2004 The policy shall have limits of liability of not less than$2 million per occurrence,combined single limit, for coverage and for losses arising out of injury to or death of all persons,and for physical loss or damage to or destruction of Property, including the loss of use thereof. A $6 million annual aggregate shall • apply. If coverage is provided on the London claims-made form,the following provisions shall apply: A. The limits of liability shall be not less than $3 million per occurrence, combined single limit. A$9 million aggregate may apply. B. Declarations item 6, extended claims made date, shall allow an extended claims made period no shorter than the length of the original policy period plus one year. C. If equivalent,or better,wording is not contained in the policy form,the following endorsement must be included: , It is agreed that"physical damage to Property"means direct and accidental loss of or damage to rolling stock and their contents, mechanical construction equipment or motive power equipment,railroad tracks,roadbed,catenaries,signals,bridges or buildings. For certain low-hazard activity,Contractor may request that the SCRRA and Member Agency waive the requirement to provide the Railroad Protective Liability Insurance. If the exposure to the track is physically separated by a building, floor, or a continuous fence(no thoroughfares)and the employees of the Contractor are explicitly notified that they are not permitted to have any contact with the track, the Railroad Protective Liability Insurance requirement may be waived by SCRRA's Manager Public Projects or his/her designated representative. 5. Deductibles and Self-Insured Retentions Any, deductibles or self-insured retentions must be declared to and approved by SCRRA and Member • Agency. At the option of SCRRA, either: the insurer shall reduce or eliminate such deductibles or self- insured retentions as respects SCRRA and Member Agency, its officials and employees or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. 6. Other Insurance Provisions The General Liability and Automobile Liability policies are to contain, or be endorsed to contain, the following provisions: A SCRRA and Member Agency, its subsidiaries,officials and employees are to be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Contractor,premises owned,occupied or used by the Contractor,or automobiles owned,leased;hired or borrowed by the Contractor.The coverage shall contain no special limitations on the scope of protection afforded to SCRRA and Member Agency,its subsidiaries,officials and employees. B. For any claims related to this project,the Contractor's insurance coverage shall be primary insurance. as respects SCRRA and Member Agency, its subsidiaries,officialsand employees.Any insurance or self-insurance maintained by SCRRA and Member Agency,its subsidiaries, officials and employees shall be excess of the Contractor's insurance and shall not contribute with it. C. Any failure to comply with reporting or other.provisions of the policies including breaches of warranties shall not affect coverage provided to SCRRA and Member Agency, its subsidiaries, officials and employees. A. The Contractor insurance shall apply separately to each insured against whom claim is made or suit is brought,except with respect to the limits of the insurer's liability. • SCRRA FORM NO.6 Page 9 of 12 7/172004 E. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended,voided,canceled by either party,reduced in coverage or in limits except after thirty(30) days' prior written notice by certified mail, return receipt requested, has been given to SCRRA and/or Member Agency: Course of Construction policies shall contain the following provisions: A. SCRRA and Member Agency shall be named as loss payee. B. The insurer shall waive all rights subrogation against SCRRA and Member Agency. 7. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best's rating of no less than ANII, unless otherwise approved by SCRRA and Member Agency. 8. Verification of Coversee Contractor shall furnish SCRRA with original endorsements effecting coverage required by this clause. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. The endorsements are to be on forms provided by SCRRA. All endorsements are to be received and approved by SCRRA before work commences. As an alternative to SCRRA's forms, the Contractor's insurer may provide complete,certified copies of all required insurance policies,including endorsements effecting the coverage required by these specifications. 9. Subcontractors Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. • 10. Train Services Approximate daily train traffic is passenger trains and freight trains. 11- Submittal The original insurance policy(s)shall be submitted to: Manager Public Projects Southern California Regional Rail Authority(SCRRA) 700 South Flower Street,Suite 2600 Los Angeles,CA 90017-4101 Attnt Right of Way Engineer 2131452-0256 • SCRRA FORM NO.6- Page 10 of 12 7/122004 EXHIBIT ,tBt, RAILROAD PROTECTIVE LIABILITY POLICY DECLARATION • POLICY Insurance Company: Policy Number: Policy Period: From: To: 12:01 am Standard time at location CERTIFICATE HOLDER AND ADDITIONALLY INSURED - Certificate Holder/insured: Southern Califomia Regional Rail Authority(SCRRA) 700 South Flower Street,Suite 2600,Los Angeles,CA 900174101 Additionally Insured: Los Angeles County Metropolitan Transportation Authority(MTA) Burlington Nmthan Santa Fe Corporation(BNSF) Orange County Transportation Authority(OCTA) Union Pacific Railroad Company(UPRR)- Riverside County Transportation Commission(RCTC) National Railroad Passenger CoMormion(Amtrak) San Bernmdhro Annotated Oovnnments(SANBAO) Ventura County Transpoe"m Commission(VCfC) LIMITS OF INSURANCE Aggregate Limit $6,000,000 Each Occurrence Limit $2,000,000 DESCRIPTION OF WORK AND JOB LOCATION(S) NAME AND ADDRESS OF DESIGNATED CONTRACTOR • NAME AND ADDRESS OF INVOLVED GOVERNMENT AUTHORITY OR OTHER CONTRACTING PARTY PREMIUM Contract Cost Premium Base Rate per 1,000 of Advtutce Premium FORM OF ENDORSEMENT Title Number COUNTERSIGNATURE - - Countersigned by Date (Aurfpraed RepreumaiveJ • SCRRA FORM N0,6 Page 1 I of 12 7/1212W4 ENMIT ,IBt1_ ISSUE D 7E(IvII.7/DD/YY) PRODUCER TIESL'ERTMCATE OF NSURANCE ISNOT AN NSUAANCEPOUCYANDDOFS NOTAMFfID,L�Ofl(DOs[ALTF]R _ Tws covEEAGEAFFORDm BYTHE ro1RO'BFww. A COMPANIES AFFORDING COVERAGE COMPANY A LEITER COMPANY B LETTER INSURED COMPANY C LETTER COMPANY D LETTER .. COMPANY E LEITER COVERAGES THIS ETOCERTIFTTNAT TW POLI 10 OF BSSIIRANCI LtS1ED BELOW HAVEBEEN SsuWNAMEUABOVE PORTNEPt'MJt PFRIODPIDICATFD,NOTWMWANI)WANYREQtftE lWM TERM OR CONATION OF ANY CONTRAR OR OTHER DOCUMENT WmI RPsrPCTN THIS CFR7IFlCATE MAY BE SSUFDOR MAY PERTADC 7HENSURAN(Y.si'POtIDED Irc 711E POUGWDESCMBWHEREINBSUBIECTTOALL NETTAA6•FXCLVSIOSANDCOHDfff OFSU{51 r�LICIFS UMrl$SHOWN MAY HAVE BEEN RmVCED BYPAR)CLANt4. m TYPE OF NSURANCE MUCYNUMBER POLICY EFFECTIVE POLICY EXPIRATION UMm LTR mn(MNDAYY) DATE(M4IDAYY) GENEILST.LIAAMM GENERAL AGGREGATE I ❑COMWRCIALOENEnALUABRm FRON)CTS.ComplorAGG. s OCIAIMSMADEOOCNR IERSO3sALt ADY.031URY I ❑owNPA &cowrmC RSMOT. EACH OCCURRENCE I ❑OTHER �D Apam dw) S ' (Agamposon) AUTOMODILELIABSI COMBNED S 13 ANY AUTO - SNGLE LIMIT' C3 AM OWNED AUTO BODmyvUmY S O SCRWULED AUTOS (hrpmsa) (3 m RcDALn s . O NON-0wasED AI)N)S BODRYDUURY S' O uARAGEUAetu" (P dd.0 PRo TYDAMAOE s Excess LrABIL" EACH GCCURREPKM s O UMBRELLA FORM• " OOTIIFRTPANUA(BRFIIAFORN AGGREGATE S PROPERTY INSURANCE AMOUNT OF NSVRANCY S O COURSE OF COtfSTMICIRXa WORRERSCOAIPENSATION STAMARYLIMM AND EACH ACCIDENT S - P ftaY -sUABR3TY DtSFASE-POTJCYLImrr S OI EASE-EACH EMPLOYEE S DFSCTRVTION OF OPERATONSN.00AT)OWVENICL PEC)ALITEMI THE FOLLOWING PROVISIONS APPLY: 1. Nom of dw above-desmTeA policies will he cm led,limited in scope of cmervge a nmaawved Wit ahm 30 dayewsinen ndice Im been given to SCRRA at dw address indk-AW bel., 2- As opgMimts of Rhe named irrsrnW perfornrd an behaDofSCRRA,the folbwing arc added uaddiUaW irweA on ail liability irssururca polices lined abossi SCRibAits Member Ageveies,Operming RailemA,Nssu6udrries,o(fid tsmlenpbyeea. - 3. N is agmed that any iosm ofself-iramence maimained by SCRRA win apply in esccm ofand not mms'bsR widti the ims w &"bed above 4. SCRRA 6,..d•Ess payee m it.propeny item c policies desm'bcd above,if any. 5. Ail rights cfmbr%mion undn dw pop.M insumrRe pAky lined sbmx have tern waived again SORRA. G Any fail.by to i, n to .omp ly wide��{FwwnrR��ngm odwrpsor6ivns ofilw policies inchWing breaews ofwammiesaMll rna aRea rnverage pswidedm SCRRA,ib Member Agem6s,its sa6sidiari4 o/fnNs erred e�myees. 7. The ttV,a's gwpensalion insures mmed alwve, ilities.ifarry,sgrmbwaiv<dl rights ofsubtopMion againatSCRAA fee injrviesbempbym of the bmnW eesuhirsg Isom work far$CRRA err rsMesuba Agencies piemiza err fac CERTIFICATE HOLDER - AUTHORIZED REPRESENTATIVE Southern California Regional Rail Authority(SCRRA) 700 South Fiowa St-Smtc 2600,Los Angetes,CA 90017_4101 S%-NATURE ADDITIONAL INSURED - TIME MTA,OCTA,RCTC,SANBAG,VCTC _ - BNSF,UPRR,AMTRAK - PHONE NO. • SCRRA FORM NO.6 Page 12 of 12 7!122004 APPENDIX 2 METROLINK. Southern California Regional Rail Authority 700 South Flower Street,26th Floor • Los Angeles,California 900174101 RULES AND REQUIREMENTS FOR CONSTRUCTION ON RAILWAY PROPERTY SCRRA FORM NO.37 1.0 GENERAL 1.1 Purpose The rules and requirements were adopted to protect the Southern California Regional Rail Authority's (SCRRA) operations, including the proper manner of protecting the tracks, signals, fiber optic cables, pipe tines, other Property, and tenants or licensees upon, adjacent to, across. (under, and/or over), and along SCRRA and Member Agency Property during the construction and/or maintenance activities on or adjacent to Railway Property. 1.2 Definitions 12.1 SCRRA, is a five-county joint powers authority, created pursuant to State of California Public Utilities Code Section 130255 and California Government Code Section 6500 et seq., to build, maintain and operate the "Metrolink" commuter train system. The five-crnmty member agencies are comprised of the following; Los Angeles County Metropolitan Transportation Authority (MTA), Ventura County Transportation Commission (VCTCj Orange County Transportation Authority(OCTA),San Bernardino Associated Governments (SANBAG), And Riverside County Transportation Commission.(RCTC). SCRRA builds, • operates and maintains commuter rail system in the five-county area on rail rights-of-ways owned by the member agencies. 1.2.2 MEMBER AGENCY, is that specific county transportation entity, whose Property is directly affected by the Contractor's actions herein. The five county transportation Member Agencies are the Los Angeles County Metropolitan Transportation Authority, the Orange County Transportation Authority,the Riverside County Transportation Commission,the San Bernardino Associated Governments,and the Ventura County Transportation Commission. 1.2.3 PROPERTY, is defined herein to mean the real and/or personal Property of SCRRA or Member Agency(s). 1.2.4 CONTRACTOR, is an individual, firm, third party, partnership or corporation, or combination thereof, private, municipal or public, including joint ventures, retained by SCRRA or another public entity to provide construction or maintenance services which may impact SCRRA Property and who is referred to throughout this document by singular number and masculine gender. 1.2.5 PUBLIC AGENCY, is defined to mean (i) the federal government and any agencies, departments or subdivisions thereof, and (ii) the State of California or any other state, and any county, city, city and county, district, public authority, public agency, joint powers, municipal corporation,or any other politicalsubdivision orpublic corporation therein. i • SCRRA/Metrolink Page 1 0527/04 FORM37 1.3 Submittal • 13.1 Prior to authorization to begin, any work which may infringe on SCRRA or Member Agency Property,the Contractor shall famish SCRRA'with three sets of�working drawings showing details of construction affecting the tracks and Property, specifications, falsework plans, falsework removal plans, sheeting and shoring plans,crabbing plans not included in the contract, shop drawings, traffic control plans, and other incidents not detailed in plans. The Contractor shall also furnish three sets of calculations of any falsework, sheeting and shoring,or cribbing which are to be located over,under or adjacent to tracks. Construction details affecting the tracks and the Property, and not included in the contract plans shall be submitted to SCRRA for review and approval. Plans, installation procedures and calculations shall be signed and stamped by a registered Professional Engineer licenced to practice in the State of California. 1.3.2 The Contractor shall not begin any work until notified by SCRRA that such plans have been approved. Approval of the plans and calculations by SCRkA shall not relieve the Contractor of responsibility for full compliance with contract requirements, for correctness of dimensions, clearances and material quantities, for proper design.of details; for.proper fabrication and construction techniques, for proper coordination with other trades, and for providing all devices required for safe and satisfactory construction and operation. 1.4 References 1.4.1 When working on the Property, the Contractor must comply with the rules and regulations contained in the current editions of the following documents which are "references" incorporated in this document as if they were set in full in this paragraph. The Contractor agrees to.abide by said rules andregulations at all times when on the • Property. A. Right-of-Entry agreement, SCRRA Form No. 6. The Right-of-Entry agreement is an agreement between SCRRA and the Contractor that permits the Contractor, under certain agreed upon conditions, to encroach upon, adjacent to, across (under and/or over),and along SCRRA or Member Agency Property. B. General Safety Regulations for Construction/Maintenane.e Activity on Railway Property. The Regulations are for the benefit of employees of the Contractors and others who are involved in construction,maintenance or other activities on the right- of-way. The Regulations were developed in the interest of safety and protection of trains,passengers or personnel of SORRA, Member Agency, Operating Railroad(s),. and the employees of the Contractor. C. California Public Utilities Commission(CPUC)General Orders. D. American Railway Engineering and Maintenance-of-Way Association (AREMA), Manual for Railway Engineering. E. SCRRA Engineering Standards. 2.0 PROTECTION OF SCRRA OPERATIONS 2.1 Coordination 2.1.1 The Contractor shall cooperate with SCRRA where work is over or under the tracks, or 1 SCRRA/Metrolink Page 2 05/27/04 • FORM37 within the limits of the Property,so as to expedite the work and to avoid interference with the operation of railway equipment • 2.1.2 The Contractor's ability to enter the Property is subject to the absolute right of SCRRA or Member Agency to cause the Contractor's work on the Property to cease if, in the opinion of SCRRA or Member Agency, Contractor's activities create hazard to the Property, employees,and/or operations. 2.13 It is expected that SCRRA and Member Agency will cooperate to the extent possible with the Contractor such that the work may be handled and performed in an efficient manner, but the Contractor shall have no claim whatsoever for any type of damages or for extra or additional compensation in the event its work is delayed. 2.1.4 The Contractor shall take protective measures as are necessary to keep the Property, including track ballast, free of sand, debris, and other foreign objects and materials resulting from its operations. Any damage to the Property resulting from Contractor's operations will be repaired or replaced by SCRRA or Member Agency at their option and the cost of such repairs or replacement shall be recovered from the Contractor. 2.1.5 The Contractor will perform the construction or maintenance work in such a manner and at such times as shall not endanger or interfere with SCRRA or Member Agency's operations, including relation to the proper manner of protecting the tracks, signals, fiber optic cables,pipe lines, other Property,and tenants or licensees at or in the vicinity of the work during the period of construction. 2.1.6 All forecasts of train traffic and schedules are approximate. The train schedule shall be used for planning purposes only and shall not be used for scheduling actual work around the railroad tracks. SCRRA reserves the right to run as many trains as practical on any • track at any time. The operation of the trains will be at sole discretion of SCRRA or Member Agency. The Contractor's work may be halted or delayed whenever necessary to accommodate train service. 2.2 Safety and Protective Services 2.2.1 The Contractor must request and arrange for a flag person, inspector and/or other protective services from SCRRA authorized representative for the following conditions: A. When Contractor's personnel and equipment(s) are within twenty (20) feet of the nearest rail. B. When any part of any equipment is standing or being operated within or adjacent to the Property, or when any erection or construction activities are in progress within such limits,regardless of elevation above or below track. C_ For any excavation below the elevation of track sub-grade if, in the opinion of SCRRA or Member Agency's representative, track or other Property may be subject to settlement or movement D. For any clearing,grubbing,grading,or blasting in proximity to the Property which,in the opinion of SCRRA or Member Agency's representative, may endanger the Property or operations. E. For any street construction and maintenance activities, located within the right-of- SCRRA/Metrolink Page 3 05/27/04 FORM37 way or in the vicinity of the highway-rail grade crossing, requiring temporary work • area traffic control, which may affect or create unsafe conditions for employees, public,trains and vehicles. 2.2.2 SCRRA will furnish such personnel or other protective services when, in the opinion of SCRRA's representative, the Property, including, but not limited to, tracks, buildings, signals,wire lines or pipelines,may be endangered. The Contractor agrees to reimburse SCRRA or Member Agencies for all cost and expense incurred by SCRRA or Member Agency in connection with the safety and protective services. 2.3 Time of Work The Contractor will work daylight hours only and no more than five (5) weekdays not on Saturday,Sunday or legal holidays)per}week. Variations from this schedule must have approval of SCRRA's authorized representative. 3.0 DESIGN 3.1 Clearances 3.1.1 The Contractor shall also abide by the following minimum clearances during the course of construction- 15'-0" Horizontally from centerline of track(including temporary falsework) 22'-6" Vertically above top of rail 21'-6" Vertically above top of rail (Temporary Falsework Clearance - requires prior CPUC approval by resolution or decision and SCRRA approval) • 27'-0" Vertically above top of rail for electric wires carrying less than 750 volts 28'-0" Vertically above top of rail for electric wires carrying 750 volts to 15,000 volts 30'-0" Vertically above top of rail for electric wires carrying 15,000 volts to 20,000 volts 34'-0" Vertically above top of rail for electric wires carrying more than 20,000 volts 3.1.2 Any infringement on the above clearances or walkways due to the Contractor's operations shall be submitted to SCRRA and to the Public Agency and shall not be undertaken until approved in writing by SCRRA, and until the Public Agency has obtained any necessary authorization from CPUC for the infringement. No extra compensation will be allowed in the event the Contractor's work is.delayed pending SCRRA approval, and/or CPUC authorization. 3.1.3 In the case of impaired vertical clearance above top of rail, SCRRA shall have the option of installing tell-tales or other protective devices SCRRA deems necessary (at Contractor's cost)for protection of SCRRA or Member Agency trainmen or rail traffic. 3.2 Support and Shoring Systems 3.2.1 SCRRA permission is required for installation of support and shoring systems on the right-of-way. • SCRRA/Metrolink Page _ 0527/04 FORM37 3.2,2 The support and.shoring systems shall be in accordance with the American Association of State Highway and Transportation Officials (AASHTO), AREMA- and Caltrans • requirements. The support and shoring system shall.be designed to support all lateral forces caused by the earth,railroad and other surcharge loads. The railroad loading to be applied is a Cooper's E-80 loading. 3.2.3 When excavation is within the sheet piling zone[the area between the vertical line offset 8'-6"from the nearest track centerline and a one part horizontal to one part vertical(1:1) projection, beginning at a point located 8'-6" from the nearest track centerline and 18 inches below the bottom of the rail of the nearest track and sloping down and away from the nearest track], interlocking steel sheet piling driven prior to excavation,must be used to protect track stability. Steel sheet piling shall be abandoned in place, except for the top three(3)feet,which shall be removed,backfilled. 3.2.4 When excavation is within the shoring zone (the area between a one part horizontal to one part vertical (1:1) projection, beginning at a point located 8'-6" from the nearest track centerline and 18 inches below the bottom of the rail of the nearest track and sloping down and away from the nearest track and a one and half part horizontal to one part vertical (1.5:1)projection,beginning at a point located 11'-0" from the nearest track centerline and 18 inches below the bottom of the rail of the nearest track and sloping down and away from the nearest track], soldier pile system with lagging elements which are placed as excavation proceeds can be used. 3.2.5 When excavation is within the excavation zone [the area that is located beyond a one and half part horizontal to one part vertical (1.5:t) projection, beginning at a point located I V-0"from the nearest track centerline and 18 inches below the bottom of the rail of the nearest track and sloping down and away from the nearest track], shoring is not required • and sloping system is allowed. 3.2.6 Tiebacks or any other excavation support mechanisms that are installed under the track structure shall be at least four(4)feet clear below top of the rail. 3.2.7 Support and shoring system drawings shall include plan view indicating the extent of all proposed shoring relative to the nearest track centerline; cross-sections of all proposed shoring cut perpendicular to the track and indicating track location with equal horizontal and vertical scale; details of all structural members, connections and embedment depth$ and impacted facilities including construction access locations, ditches mitigated measures. Vertical. dimensions shall be relative to the top of rail and horizontal dimensions shall be relative to the nearest track centerline. 3.2.8 Prior to commencing the excavation of a'trench five (5) feet in depth or greater and into which a person will be required to descend,the Contractor shall first obtain a permit to do so from the Division of Industrial Safety. Any excavation adjacent to track shall be covered and ramped and provided with standard handrails. Handrails shall be in accordance with the State of California Occupational Safety and Health Standards (CAUOSHA)and CPUC General Order No.26-D. 3.2.9 The face of all jacking and receiving pits shall be located a minimum of 25 feet from the center line of the nearest track, measured at right angle to the track, unless otherwise approved by SCRRA. The;use of trench boxes may be permitted for jacking and receiving pits,however,trench boxes are not acceptable within the sheet piling zone. • SCRRA/Metrolink Page 5 05/27104 FORM37 3.2.10 Footing for all piers, columns, walls, or other facilities shall be located and designed so • that any temporary support and shoring system for support of adjacent track or tracks during construction shall not be closer than ten (10) feet from the centerline of the nearest track. 4.0 CONSTRUCTION 4.1 Excavation and Backfill 4.1.1 The Contractor shall compact all backfill to 90 percent of maximum standard density as determined by AASHTO T-99 or ASTM D-698. Where it becomes necessary to excavate beyond the normal lines of excavation to remove boulders or other interfering objects,the voids remaining after such materials are removed shad be back-filled with suitable material approved by SCRRA. The material obtained from the project excavation may be suitable for use as fill or backfill at the discretion of SCRRA. Any excess materiahmust be disposed of by hauling off-site. The excess material must not be piled-up or scattered on the right-of-way. 4.11 The Contractor shall perform excavation and grading so that the finished surfaces are in uniform planes with no abrupt breaks in surface and having positive drainage on the right-of-way away from the track structure. 4.2 Utilities 4.2.1 The Contractor is responsible for the location and protection of any and all surface,sub- surface, and overhead utilities and structures. Approval of the project and the Right-of- Entry agreement by SCRRA and/or Member Agency does not constitute a representation as to the accuracy or completeness of location or the existence or non-existence of any • utilities or structures within the limits of this project The Contractor shall notify the appropriate regional notification center [Underground Service Alert (DIGALERT) at (800)-227-2600], railway companies, and utility companies prior to performing any excavation close to any underground pipeline, conduit, duct, wire, or other structure. SCRRA is not a member ofDIGALERT,it is,therefore, necessary to call SCRRA signal department at(909)392-8476 to mark signal and communication cables and conduits. In case of signal emergencies or grade crossing problems, the Contractor shall call SCRRA's 24-hour signal emergency number(888)446-9721. 4.2.2 . There are oil,gas,and fiber optic lines running along most of the right-of-ways. Damage to any of the lines will create dangerous and hazardous situations. 4.3 Hazardous and Toxic Materials 4.3.1 The Contractor shall operate and maintain the Property in compliance with all, and shall not cause or permit the Property to be in violation of any federal, state or local environmental,health and/or safety-related laws, regulations; standards,decisions of the courts, permits or permit conditions, currently existing or as amended or adopted in the future which are or become applicable to the Contractor or SCRRA or Member Agency Property. Except for hazardous materials expressly approved by SCRRA and Member Agency in writing, the Contractor shall not cause or permit, or allow the Contractor personnel to cause or permit, or any hazardous materials to be brought upon, stored, used, generated, treated or disposed of on or about the Property. Any hazardous SCRRA/Metrolink Page 6 05/27/04 FORM37 materials on the site shall be stored, used, generated and disposed of in accordance with all applicable environmental laws. • 4.3.2 In addition, in the event of any release on or contamination of the Property, the Contractor, at its sole expense, shall promptly notify SCRRA of any spill, release, or discharge of any hazardous material and take all actions necessary to clean up the affected Property (including SORRA or Member Agency Property and all affected adjacent Property-whether or not owned by SCRRA or Membet Agency) and to return the affected Property to the condition existing prior to such release or contamination, to the satisfaction of SCRRA and Member Agency and any governmental authorities having jurisdiction thereover. 4.3.3 Prior to commencing any hazardous materials work(testing for or removal of hazardous materials), the Contractor shall obtain the prior written approval of SCRRA of the proposed work plan,which plan shall include site-specific health and safety plan for such hazardous materials work, and any parties, other than employees, who will be entering upon the Property or performing work. The Contractor shall not perform any hazardous materials work on the Property which is not set forth in the approved hazardous materials work plan and shall not make any changes to the approved plan without prior written consent,which consent may be withheld in SCRRA's sole and absolute discretion. 4.3.4 The Contractor shall furnish copies of: (i)all results (including all technical data and laboratory reports) of any sampling and analytical tests performed in the course of the hazardous materials work; (ii)all evaluations, technical data and analyses,reports (draft and final),and recommendations relating to environmental conditions in,on,or under the Property; and (iii)all plans, permits, registrations, approvals, orders, notices'(including notices of violation and notices to comply), inquiries, directives, guidelines, standards, reports (routine and non-routine), and other correspondence submitted to, or received from, any federal, state, or local governmental authority regarding the hazardous • materials work. 4.3.5 The Contractor shall ensure that all documentation for transportation or disposal of hazardous materials from the Property shall be prepared and executed in Contractor's name only and.SCRRA or Member Agency shall not have any responsibility or liability therefore. Prior to transportation or disposal of any wastes or hazardous materials from the Property, the Contractor shall provide SCRRA with copies of all draft transportation and disposal documentation required for the transportation and disposal of such waste or hazardous materials,and immediately subsequent to the transportation or disposal of any wastes or hazardous materials from the Property,provide SCRRA with copies of all final and complete transportation and disposal documentation required for the transportation and disposal of such waste or hazardous materials. (Such transportation and disposal documentation shall include, but not be limited to any and all hazardous waste manifests). 4.3.6 To the extent permitted by law and unless the Contractor has obtained the prior written consent of SCRRA(which SCRRA may withhold in its sole and absolute discretion),the Contractor hereby covenants and agrees to.(i)keep all information concerning or arising from the hazardous materials work confidential; and (ii) refrain from disclosing such information to third parties, except as may be required by order of a governmental agency having jurisdiction over the hazardous materials work, and shall use its best efforts to ensure that, to the extent permitted by law, Contractor's parties also comply with these covenants. In the event that the Contractor believes that it, or any of • SCRRA/Metrolink Page 7 0527/04 as. FORM37 Contractor's parties,are legally compelled to disclose any of the information concerning or arising from the hazardous materials work to any person or entity other than SCRRA, • including a governmental agency or other third parry not authorized to receive such information, Contractor shall immediately notify SCRRA, prior to such disclosure, so that SCRRA may seek a protective order or other appropriate remedy before timely release of such information. If such protective order or other remedy is not obtained or a waiver is granted,Contractor shall reveal only that portion of the information which it is legally required to disclose and will exercise all reasonable efforts to obtain assurance that the information so revealed will be treated as confidential. If such information is to be provided by any of Contractor's parties, Contractor shall use its best efforts to ensure that such parties act in the same manner. 4.3.7 The Contractor shall cooperate with SCRRA in any tests or inspections deemed necessary by SCRRA or Member Agency. The Contractor shall pay or reimburse SCRRA or Member Agency, as appropriate, for all reasonable costs and expenses incurred due to the tests,inspections or any necessary corrective work and inspections thereafter. 4.4 Temporary Construction Crossings The Contractor shall not move its equipment or materials across the tracks. No vehicular crossing over SCRRA and/or Member Agency tracks shall be installedor used by contractor without prior written permission of SCRRA and/or Member Agency. Proper grade crossing surfaces and warning devices, signage and all other devices required by SCRRA must be provided at the Contractor's sole cost. 4.5 Temporary Traffic Control 4.5.1 Temporary traffic.control shall be used when a maintenance or construction activity is • located on the railroad right-of-way or when the activity is located in the vicinity of Highway-Rail Grade Crossing, which could result in queuing of vehicles across the railroad tracks. 4.5.2 Refer to SCRRA's,"Temporary Traffic Control Guidelines for Highway-Rail Grade Crossings" for further information on definitions, referenced standards, traffic control plans, submittals, traffic control elements and responsibility/authority for the temporary traffic control at Highway-Rail Grade Crossing. .The guidelines provide acceptable alternatives and procedures to prescribe the appropriate temporary traffic control measures at highway-rail grade crossings. The guidelines are available on SCRRA's website at www.metrolinktmins.com (About Metrolink, "Public Projects" and "Guidelines"); 4.6 Explosives The Contractor shall not use or store explosives on the Property without prior written approval from SCRRA's Director of Engineering and Construction. 4.7 Restoration of Property 4.7.1 Upon completion of its work,the Contractor and its subcontractors shall, at the option of SCRRA and Member Agency (a) leave the Property in a condition satisfactory to SCRRA and Member Agency, (b)restore the Property to its original condition (this may include,without limitation,the restoration of any fences ditches,signs or roads removed • SCRRA/Metrolink Page 8 0527/04 FORM37 or damaged by the Contractor or its subcontractors)and(c)remove all of the Contractor's and its subcontractors' tools, equipment and materials from the Property_promptly upon • completion of work 4.7.2 Upon receipt of the Contractor's written assertion that the work has been completed, the work will be inspected by SCRRA for acceptance. All work shall be guaranteed by the Contractor against defective workmanship and material furnished by the Contractor for a period of one(1)year from the date the work was accepted by SCRRA. • SCRRA/Nietrolink Page 9. 05/27/04 • - FORM37 _ - - 07-20-2004 U:32pm From-ENGINEERING i CONSTRUCTION *izisaszuars h-sea APPENDIX 3 CONSTRUCTION AND MAINIENANCE AGREEMENT For Pedestrian,Underpass. VEREDA BIKEWAY UNDERCROSSING • CPUC Crosti No. 101 OR-197.11-BD DOT Crossing No. NIA SCRRA File No. S0001244 SORRA - llc=bleNo. 196003D2 ThisAGREEMENT;is made and entered I=on 29th- - day of July 2004,by and between.the City of SAN JUAN CAPISTRANO, a general law city and a musucipal cotpontion duly organi=d and existing under thelaws of the -3um, of California, herrinafter referred to as."C IFY', and the SOUTHERN CALIFORNIA REGIONAL RAIL AUT.VORITY, a joint powers authority existing under the laws of the State of California, hereinafff referred to as "S .; SCRRA is a five oounry joint powers authority,created pursuant to California Public Unlides Code Section 130255 and California Goveranseut Code Section 6500 et seq.,to build,maintain and opmue•the MrttolithY commuter train system. Ile.fsve-county mernbcr'ngencles are comprised of the following: Los Apples,Copury Metropolitan Trarrponation Authority (MTA), Vcmura.COunty Transportation. Cothmlission (VCTC). Orange County Transportation Authority (OCTA), San Bernardino Associated Goveromenrs (SANDAG), and Riverside Cmmy T anspor rtion Comtrussam (RCTC). SCRRA-builds, operates and.maintains a commuter rail systems is the five-county area on no tights-of-ways round by the member agencies. For this project,the owner of the rail right-of-way is OCTA. . Vereda Bikeway Undercrossing in the CITY will cross.the.Orange subdivision,by an undercrossing and will be identified as Crossing No, 161 OR-197.99-131). At this crossing location. SCRRA memhu...agency, the Orange County Transportation Audwrity,owns.the rail right-of--way and SCRRA,AMTRAK and railroad operator Burlington Northern Santa Fe Railway Corporation operate trains along the rail right-of-way.. • CITY has approved a project to design,construct,rnaintain and operate Vereda ItikewayUnderewssing,including a three span railroad bridge,bike path,retaining walls,signs and stripping,hereinafter referred to as the'RROJECT:- In conjunction with the PROJECT,SCRRA,at CITY's cost,agrreees.to remove and replace portions of its track;and furnish engineering, coordination & inspection services in order to accommodate the PROJECT,hereinafter referred to as the "RAILROAD WORK,"as shown on Attachment A. CITY and SCRRA desire to cooperate and complete the PROJECT and RAILROAD WORK with she least smount of disruption to vehicle and rail traffic. . AGREE�n� in consideration of the promises and mutual understandings of the parties hereto,SCRRA and CITY agrees as follows: SECTIOT I SCRRA AGPXXS: t. To perform. at CITY's sok expF rse,the RAILROAD WORK,consisting of removal of portions of track which interfere with constructionof the bridge and acplacernent of the track at appropriate new grade line at the completion oftte construction of the bridge;furnishing inspector,watchmen and flagonam as may be necessary for the safety of SCRRA.and,OCTA property and apendiow of Metrolink or other lawful users of the right-of-way during The construction of the PROJECT: furnishing engineariog, coordination and inspection as required for construction of the PROJECT; and furnish rail, nes,ballast, and onher material necessary forthetrack consuuOon. • Vat&eoc:wmy Underrmsv% -t. Construction and Mainaomce wgeememh Cawsma No.101 OR-191.8"D 5727/04 07-28-ZD04 04:32pa Prom-MINEERING i MRSTRUCTION +IZI345Z94Z3 I-554 r.saseuhm r-ars 2. To perform the RAILROAD WORK as soca as practicable, considering-availability of SCRRA materials and SCRRA manpower,after notification by CUY.that it is ready to proceed with the PROJECT. SCRRA threes • ordi=rily engaged in the operation and mi intemBec of a main lime railroad shall perform the RAILROAD WORK and.theaefms.achednlimg of the work is subject to change due so operational ismes,weather,accidents, emergencies and Federa0y�tnandated inspections and maintenance, .Notwithstanding the foregoing, SCRRA agrees to complete the RAILROAD WORK within two years of the effective date of this AGREEWNf, pmvidcdahnt said taro-year deadline shall be anmmaticalty extended due to events of force ma jeure,as described in paragraph 10 of Section Bl of this AGREEMENT. .. 3. .SCRRA wilt,acits espewi i amaia.the eante superstructure of Ute grade separation suUctuse above the bridge seats.imchtding.bez ing assemblies,roadbed,tracks,railroad drainage,.ud all other related railroad faclitiea 4. To submit invoices to CITY for payment of cost and expense incurred by SCRRA and its contradras and eonadtads in cormeerion with the PROJECT and the RAILROAD WORK on the basis of items ext forth in Auachment B atuehed hereto and made a part hescoE - S. SCRRA reserves the tight, in the performance of its chary as a comnot carrier, to raise or lower fin grade os rhangethe alignment of its track or to ley additional track or tiscks or to build other facilities in correction with Ute operation of the mkond,atits atpeasc,in such tamer as act unreasonably to interfere with CrMs use of 16!bikeway. In due event of etch alsentian and the CITY shall, at its sole cost and expense, .modify the blxway to conform with the railroad consattcdo SECT!"B CITY AGRIMS: 1. To prepare the plana, specifications, con estimates, to obtain all required permits and approvak, and to administer the construction contract for the PROJECT, all at CITY expense. To 6uaish a CITY expense all necessary labor.malenal and equipment to consttasctard compacts the PROJECT. All work pafomed within Ute limits of the tail sight-of-way shall be parfotmed in a good and wotl=mhlm numnar and in,acco lama with plats • and spexifientions,approved by SCRRA. Changeswr modAcation during coattruwtior that affect Un rail ried of- way,or SCRRA or its member egeacy'sptppeuty shall also bu approved in advance and in writing by SCR-RA. 2. To obtain and comply,with say and all approvals,-ptmi tor, licenses and otter authorizations required by applicable laws, regulations; mks and ordiwoces, *Iuding obtaining permits from the CPUC prior to the commencement ofany work within the rail rigbt-of-way. 3. ' To act as the lead agency on all planning,zoning,environnenat approval and permitting activities required by watt law with respect to the PROJECT. 4. To submit two sets of plus and apecifications to SCRRA for approval prior to comincocetnent of each phase of construction of the PROJECT. CrrY shall requite its contractor(s)to famish SCRRA two sets of plans Bad two sag of calculations for any falsawotir,shoring or cribbing Qat may be planned for use over,wader or sdjaoeat to the tracks in the rail tight-of-way. CITY shall prepare a index and bounds legal description of the portion of rail right-of-way required by CITY tar the construction and use and mainamance of the grade crowing. S. To provide SCRRA with the permanent reproducible prima of all design and shop drawings as soots as possible for the bridge struenuc over which mains are to be operated or for which SCRRA has any responsibility for maintenance. Upon completion of construction, the CITY shall furnish SCRRA two Sens of"As Constructed" priest and in addition, upon request of SCRRA, "As Constructed" permanent reproducible prints of all or any portion of the structure. 6. To obain from SCRRA's member agency,the Orange County Transportation Authority,prior to commencing any work,all necessary real estate permits,licenses or easements in order for CITY and its contractor to enter and perform work within dw tail right-of--way. 7. To execute and deliver to SCRRA,prior to commencing any work within the rail right-of-way,SCRRA Form No. 6,ltd deliver and secure approval of the insurance required by the two exhibits attached to SCBRAForm No. 6, • Vemdr B&rmy Uddenamiog -2- Cwncaudion mon Maitaeeanro Agegpem taeuine lJo.IOt OR-•19'IAB.BP 52?.et 07-20-2004 04:33pm Fros-ENGINEERING Z CONSTRUCTION +1Z134504N t-ae4 r.u04/UIU r—oro . _ .. If CTTY tetsua a iuiiitraclot'lo pcfutm'snyr ofwork within the[ail rigkobway,it=CITY shall incorporate in '.its contract dowmaaf;SCRRA Form No. 6(Righ"f-Eriliy agreement) and SCRRA Form No- 37 (Rides and • _ --RequiremenRsjorCorotraerTonolrRailwwyf'ropary):CDTY`shaNber<xpolsibbtomalersmttha[tbecontractor .. bas an'apprwdd"e*eptd d ompy+af saRRA Form Ko_ 6 and delivered and secured approval of the inmracce [oquired by 4h a two czhibits attached-to SCRJIA Farm JVo. 6 prior[0-[6e-c0ntractor's emery on dee raid A&-of- Way. &o€way. -S. To comply and ensure that irs contractor compiitr,,at all times when an thetal4igbr of way,with the rules and regulations contained in die waren[editions of the folbaiog documents.which are"refaences"incorporated in this document as if they were ad in full in this pncaggaph. These dowmes is can be accessed through SCRRA's webske ("About Meholize,"Public Projects"."Agreements/Forms"). Rightof-Eery agreement,SCRRA Form No.6 a Rales and Requirements for Construction oa Railroad Property SCRRA Form No.37 Geuaal SafetyItegislabont for CoaetruetiodMainanenoc Activity on Railway Property . a SCRRA Engineering Standards 9. To.comply and to ensue that' its contractor complies with instructions of SCRRA's Inspectors and ter mrsuuives,in relation to the'proper mummer of protection of rte tracks and the traffic moving dieraa,pole liners,signals mod other property of SMPA or in member agency tenants or liceamei at or in dor vicinity of die work during this PROJECT,and chill perform die wotk at such don as not to endanger or homfere with safe and timely operation of SCRRA's made and other raw-lines- If at any time the CITY or SCRRA representative shall be of the opinion that any work of to CITY or CITY's contractor is being or is about to be dace or prosecuted without due regard and_precaufion for sahry and setprity,dor CITY shall immediately suspend the work until suitable,adequate and proper protective measures are adopted and provided. 10. To make all necessary arrangements at CITY's expense for the protection,relocation or removal ofany public or private utility facility that conflicts with the PROJECT. 11. To complete the PROJECT within two years of ter effective date of this AGREEMENT,provided that said two- • year deadline shall be auomatieally extended due to events of force r"cum, as desedbed in Paragraph 10 of Section III ofthis AGREEMENT. . 12. Installation of bridge strucmtrc and other installation either on ora4acewr to the railroad track arc restricted to time periods avai able.between regularly scheduled passenger and fieigha trains..7U CITY shall consider this train traffic when.scheduling duration and efficiency for each activity and work. SCRRA requires that the railroad.trsck remain fully operational at all times,except for"sack outage window during which a track is slot down to train traffic-for rutaig pttiods of time It wA helfle CITY's—raVonsibility to seaae permission for any such track outage window from SCRRA .The CITY still make a request for such track outage window to SCRRA at least ten working days in advance . CITY's n truest will be subject to SCRRA approval. Tore will not be blanket approval issued. The CITY shall sot regard track outage window as routine even. ' ,.- ..- ...._.-I3_-To.nopifYSCRRA five(S2.woriougAays.inadvaae:ofanyrmaimtmaaeemfabr7oaway,ifthatmainamaauadivity is to occur within 20 fact of a track, Any SCRRA fiag&g or inspection required red to protxt SCRRA tracks or die ---..kaf&mavimg.thereoa fbaR.bo-aidfar_.by CITY. CITY u its expense atiall mairrnin advance summing sibvage and ingkiags.as required ander,tea State.of Cahimnis.Vehicle Code,Section 21362,and the Sate of California Department of Transportation's(Caltrans)7Mf)Fc JllomwL 14. To control or remove at CITY expense weeds orveg'etasion on each side of the crossing easement arca. If CITY may not bwf dlyperfomt the control or neuoval work:_CDTY..sball reimburse SCRRA for the coat of pulbrming - such control or removal . . . . . . _ 15- To provide and maintain at CITY's expense-suit"facilities for.draining the btYnway sad itsappurve amm and shall not allow drainage water themfrom to flow or cohort.-hg o_p_.property of SORRA of its member agency. CITY.at its espouse AWI provide adequate passageway for the.VA&W-of any streams, bodies of water and dra sage facilities(either natural or artificial,and including water from SORRA and it membef agency's culvert and drainage facilities), so that said water may not, because of any facilities or work of CITY, be impeded, •-- - Ye�edaBYdwayIJadeMaiiiO . . . -...:...--:.._l. - - ---GoaurunameMainrem0ke nycrnme Cmuing No.101 O1.-197.2&nD 321/04 07-21-2004 04:33pm From-ENGINEERING t CONSTRUCTION ♦121345214Z3 T-554 f.005ioto F-Rb obstntard,diverted or caused to back up,overflow or damage the property of SCRRA,its toember agency or of others. CITY shall not obstruct or interfere with existing ditches or drainage facilities. 16. CITY shall perform all necessary grading for tine construction of the PROJECT. The grading performed by the CITY shall.providcfor-suitable draimge, both.temporary and penmaaent, as provided for in the plans and specifications for the PROJECT. 17. CITY shall advise SCRRA.in..writipg of.the cpmpletion.date of the_PROJECL,.within 30_days alter such completion-. CITY shag-find= notify SCRRA,in writing,of the dame onwhich CITY,-SCRRA and/or their., oattuacto*j,will meet for the purpose of makkg flan{inspection of the PROJECT SORRA rdaim dwsighuo inview the work and .4gmaad satisfactory cowflouoa of the PROJECT in accordance. with plans and __._...apeciWas approved by SCRRA and oa file wMCPUC farad rarlgecr tosoch Held chaogesas any be approved by SCRRA). However.in no event shall SCRRA•s reviu%inspectl9n,appnoval or demands make SORRA liable. orreepomaible for soy problems with the PROJECT' smar ad11 SCRRA be responsible to. reparc er.remedyaurh . probkxns. The CITY and its cooaactor bear such liability and responsibility. - _-.18.-efFY ahslli'at its expenser maintain die portion of the PROJBET std below the bridge seats, including piers and shaw-ots,.maiming wYy lighdo&drainage sysm+rr bawaftypavement.hiloeway Acilities, . _.- . nab amd giitw�signap and appurtenances, (Yl Y-shatlseatove ti frau the bt7cawyand�eaittimg walls oua,retpiac basis, 19. To retmbucee SORRA its actual cont.and expense incurred by SCRRA and ia,erndracbts and consultants for all services and work perforated in connection-with the PROJECT and RAILROAD WORK,including a computed surcharge representing SCRI A's costs for administ adon and maaag4ment. The estimated amount of cost and ccpenft a be iwmu and by SORRA is a mmariad.inAttwhmmr B.amvlied hercmaodmade s part hereof. The cnst and expense shown heroin is an estimate only and CITY shall reimburse SCRRA on the basis of actin cost. To deposit with-SCRRAS64.000,reptcseoeng90%.ofSCRRA s cosy of$$0,000 for the PROJECT and RAILROAD WORK. • . 21. To pay SCRRA its cost and nspeases incurred bemind the amount deposited.bty CITY within thirty(30)days of receipt of invoices from SCRRA. 22. To reimhucsa SORRA forany additional work incidental in the PROJECT and RATIROAD WORK upon written request or approval of CITY,provided that timergavey work deemed accessary fly SORRA for the sounediate , restoration of SCRRA.operations,or.for.protectim of persons or SCRRA property or property in care,custody, or control of SORRA within or in the vidnily of the PROJECT And RAILROAD WORK construction area,may be periban d writhau prior�appmwd,, SCRRA shall, as soon as reasonably practicable, notify CITY of said emergency and the nature of the work .. --23. To provide SORRA with adequate-rod-reamnabk-access thmmghncc .CITY property for inspection and . . maintmaacao€thaRMiIL,ROAD1{tOBKamdomscsignaLaadcammumicatioma.fscilRicc . 24. Thattiter fumae-right.to nrodi$t its use of the Yereda.Bikeway Underpass is subject to review and approval by SCILRA. In the event CLTY deems it nomsopy or damnable in.Me fmume to.aha,clupnge or reconstruct the ' PROJECT,die cost of such worksball be at the fail expense of CITY.subject to approval of any such skeration, change or remnamucalon of the PROJECT by die CPUC and provided, that inch alteration, chaW or_ reconstructionshall not.encroach find=upon,or occupy,due surface of right-of--way to a greater extent than is currently identified herein,without prior written consent of SCRRq. SECTION III J MUTUAL AGREEMENT: I. Neitha.SCRRA nor Any of its board members. member Bgeocies, officers, agents, volunteers, contractors, or emp)oyeps.shall,be roapgnpilok for_any damage,or liability occurring by reason of my acts or omissions on the _part.of CITY..its.cotmcil, officers, Agents, nom incras..or woloyecs undmor.in.comection with say work, authority or jurisdiction delegated to CITY under this AGREEMENT. CITY shall indemnify,defend and hold • l}obdam vusimir,Oar+rt see _ ..,1- .__ emsuvn:m.na rd.nxm.ar<apsmee tJe,161 OR-msaaa-era OT-28-2004 04:33pa Frog-ENGINEERING i CONSTRICTION +12134520423 T-864 P.006/010 F-625 ..haemleu SCRRA.its boaird.me mbc a,.member agencies,offwM.agimts,vOkWO ts,conttaetork and amploYees harmless from any and all liability, loss,expense(including.masonable.nueracys•.tees and other defense costs), • or claims imposed for damages of any nature whatsoever, including but not limited to, bodily Wary, death, personal injury.or property damage occuenng by reason of any acts or omissions on the part of CITY.its council, officers agents comr►cmrs, or employees under or.to connection with any Work. authority or jurisdiction delegated to CITY under this AGREEMENT.This indemnity shall survive termination of this AGREEMENT. __2.- Neither CEM ntocits condi,of scars.sgcom contractors or employees shall be responsible for any damage or liability oeamiag by reason of air am or emissions on the pan of SCRRA under or in connection with any work authority"Jurisdiction delegated w SCRRA under tltisAGREEM U-SCRRA,shall imden miffs,defend. and hold CITY.its counci6.of=m agew s,contractom and amployoes barmlen from say and all liability.lose, OWMe(including reasonable attomeys' fees and other defense costal or claims imposed Ibt damages of any. .nature whatsoever. including but ao limited to. bodily injury, death, personal upary, or property darna8e occurringby reason of any am or-omisdots..on duLpart.of SCRRA,.its bewd_members, oftrua, agents, volunteets,.contractors or amplpyt onudpr or in.comeactioa with any work,authority or jurisdiction delegated to SCRRA under this AGREEMENT This indrmnitydull survive terrunusu n of this AGREEMENT, 3. ..In eomemplationof theprovisims of Govemment Code.UZI imposing certain tort liability jointly upon public cantles @ol*by reason.of n"ca dos beiag patties to an agree enty as dafimed in Government Code§895,the Parties MrOW,pursuant to the authorizatan contained in Governmem Code§395A and 0954 will assume the fid liability unposed upon it orsay of its of icers,agpus o employeea by law for injury caused by any neeigeor or wrwngGtl.act ur.omission oer"ring in,.Ow,performance of this AGREEMENT to the sonic extent that such liability vmuld.be imposed,inthe absence of 68952 of such,code. To achieve this putpesa,each party agrees to indemnify and hold banmleae the other+Patty fof ally cost or expense that may mVosed upon such other party solely by virtue of said §895.2. The provisions of Civil Code §2778 arc made a part bereof as if incorporated herein. ....4. ...This.AGREEMENTshal)continue fm force arid effect until mutual la mnation by the parties or the eliotioatim of the tirade cmu sing. 'Thecovenants and provisions of the fomgoing instrument shall ba binding upon and toure to the benefit of the successors and assigns of SCRRA and CITY. • 5- This AGREEMENT may be modified or amended in writing. All modifications, amendments, changes and . revisions of this AGREEMENT in whole or par,and from time to time,shall be bindiag upon the paries,so long as the some shall be in writing and executed by SCRRA and die CrrY. 6. SORRA and CITY books penaining to the work shall be-open,to inspection.and audit by representative of the SCRRA and CITY for three years period atler.paymeat of final invoice. If finding is provided by Sure and FIiWA, under Section 130, the books...pettainiag to The work shall.be open to inspection and audit by representative of the Sura and FHWA for duet years period after FHWA payment of final invoice. 7. The article nd section headings in this AGREEMENT are for convenience only and shall not be used in its interpreted"or be considered part of this AGREEMENT. B. 11e,axeeution and.delivery of this AGREEMENT by each party and the consummation of the transections ce nremplamd hereby are within Bre power of each party and have been dulyauthorized by all necessary actions of each patty. 9... This AGREEMENT and the exhibits attached hereto,contain rite entire understanding between the paries and "PerwAt any prior wuitten or oro]understandings and agreements between them mprdimg the subject matte of this AGREEMENT. Them ate no represcotation%_sgreements.arrangements or undemledings.oral or written, between the paries relating to the subject matter of this AGREEMENT,whish arc rot fully expressed bum. 19:In addition to the specific provisions of this-AGREEMENf:delay in performs ce by any party bmuodor shall not be a default wbwe del►ys one..defiulw-err►dna to VW, lmxxsacduo: snikat'i kH*-QuW, riots; floods; weatbor-,fires:eamaldcs: otGod;aetsof4he public enemy:epidemics; . . q�•••.••••:•�^rmsmctinn5;.5tCi8liceobestgta:W of transportation:uouvrally severe weather;Federally-mandetcd .Jospectnons and maimenance.and/or any other causes beyond the control or utithout the fault of tseparty clairnipg an extension of Time for any.such case. An extension of time for any such cause shall only be for the period of • Verner&&namrar thwicrOrrsta -s- . ...-Camnzdm nsunvheehmeexprwsem &004Na tot a*!.to.son- ' SrS7p+ 07-20-2004 04:34pm From-ENGINEERING 4 CONSTRUCTION' *121345Z04Z3 T-354 r.00tioro f—M die enforced deby, which.perio4.shall eooumeace to me bum the time of coa usamee neoc of the cautc. 14 however. notice by the party claiming such adcustoa is Scut b duh other party more than 30 days after duo • commeoceawnt of the cause,die period Shall commence to sun only 30 days prior to the giving of Such notice. 11. SCRRA and the CITY covenants and agmec that both•.SCRRA and Cl1Y abaft carry am all construction and . other.work in connection with the PROIECf and the RAU anon.WOM and.any other wotk performed h. pursuant to •this AGREEMENT: in compliauec With all applicable. laws, including but not.%Wtcd to, all applicable federal and.state occtpadonsl..sefely mal bealdh amndard% nondlacriminadon.requirements, accessibility for the disabled,and prevailing wages 12, la the event any part of cis AGREEMB4T is declared by court ofcompetent jurisdiction to be invalid,void or tmcofmaabk,suet part shall be. sovered 6nm the remainder of due AGREEKUM and the balance for •,rJLe.AGRB>llr(li�'ahaY . 13. This AGREP.tv>F W17 shall be coratrued and interpreted under the laws of the State of California 14. Any notice sent by fine class.04 poMCA pad,to the address and addressee,elull be downed to have been given when is the ordinary course it would be dcivered The..reptesentatives of the Woks who are pranwily rampaaeltia,for the administration of this AGREEMENT, and to whom notices,demands and eomaamieatioos shallbe given are as Follows: . gain S : Mr.R.Anthony Foster Mr.Nuesh Patel - Eagiaceting Awhtw t-Tru7 Coordinator. . . . Public Projects Engineer City of San Juan Capistrano Southern California Regional Rail Authority 32400 Paseo Adelauto 700 South Flower Street,26th Floor San Juan Capistrano.CA 92677 Las Angeles;CA 900174101 E-mail: mail: patcla�riocaa.net _....q�fkhsterlalsanivanoahristranoE-mail:. . Telephone: (949)4434351 Telephone: (213)4524MU • Facaiurik: (949)493_1053. Facsimile•. (213)452.0423 If thane are Any chaagep in the above.amp cs and/or addresses,cider party shall give a wriam notice m the other parry within five(5)days'of such change. • Vewda BilsaayUodvioh®g -6- Qnwucto and Mriel�Anr d ew"inguo.tot OR-197.2s.10 S@7/01 N N - {{ � LWO TTTiYTON11�tYMONIfWTiN xM�/x+l•' r4g ONWtt1iTAAAAA NT TTi0.W0 ~ S NIY11 �/• .. \ 1 » MRS. Yw Q Yv.WIN. MIM1�IT'•ir iM>I $ i. .rlln lY[Ibf bW •.V$9YQGI � � . � .w1A� W —�� YYYwnhaYM1� .rxda,vyMYy � 1fi� �' Y,ln.a er./IY141 afr CG � �� Yn��jrnN lel I .}ln r�r / NYi+r .�Yi,mi I' �� . • ('�I_� �y�Yl "L>��1 - r /n� ,� t• Oar, ' I1 � � Y" ' •,If� NYI MYY � � -' .yiY '/rYrl V IN IN nll.. M! Wb Nw xi n lalw N 'IN '{. � 1114r. ♦•.• , IYMI IN.IIY41' Iil WWW •. . .1.{ ♦ o{•ie,;...{. !•� {{L' ° I { 1 woa HNwx w _ 0 r - � /�1 ` �• � iutY ups � .. i1.4sMgM . Irw rOM YcrMW 1 iBB� •�I�,�� ,. H l..r � PYYIW Y ' - +l NII V aw 1 N+1 Y i .. yIVYNYUrwra,gnblOrrq. �. . Iry�'�l�'�GN Y1pl+[w; rlrr/ YYNT' N N O 07-28-2004 04:35pm Frm-ENGINEERING i CONSTRUCTION +1Z1745ZU4Z3 I-ea4 r.ummu r-eco a ; ATTAt�HOIFIV B COST EST MAW.OFSCRRA'SMVICFS - • VERBDA BIKEWAY PRIVATE CROSSMG Oraosc,Subdivision Crossing Nn.103 0R497.88-A0 Stgnl Support Cost 54,000.00 TrackCaaitracdon Cost 325,000.00 Removal and xWbaameot of main line miltwd.tock For Bwm"y construction .Bridge Construction Ceardinadon 516,000.00 Ensfoeeritsg Administration,Consultation,Documentation 310,000.00 IFU=ittg mad Inspection Services $25A00.00 Total 6,atimated SORRA Celt $80,000.00 Notes: 1. The cost and expense shown herein is an estimate only and CITY shall reimbwse SORRA on Ow basis of somal cost • • XtredaB�rawy lla0trrossitm ., - ;:.-V- - _.. - ._. Coocsroaimaeal4imamnJtrFaemvl[ . CmssitmNm 101 Oa-197.41-BO YL7A1 DT-21-2004 04:35po From-ENGINEERING & CONSTRUCTION +IZ1345Z04Z3 I-a34 r.UUD/UIu r-ezm 9Ypmw WHMtBOF,doe Cify of SAN JUAN CAPLSIRANO and ft SOUTHERNCALMQPNIA REGIONAL • RAIL A UMOPAW have ema9ed this AGREELIEM dsecu0e I amAL aMeatmd * thew duly *whftd and m ot5ciats. SOU'T'HERN CAT.TFomu REGIONAL C1TP OF 5 , AN WMAN�, "n,AUTIIO Name: DrMS646w = ' Joe'Sdtb1 S•ida Chkf-OlxuoveOffieax APPROVMASTOFORbf - APPROY AST4DIrf1RM: Loa AWAt*Coynty Cit'of SMJusu Capisnaao Cour"C W"d. City .Anw-y, By Bp Name ohn:Shea•,. Tide: Deputy Cadluty CauvvJ Tide: City Attorney ATTEST— RA __pVR. Monahan, City Clerk • Vaeda BBzvy thda,u"in6 -7- Cw Vm Ki"ana,`.Linrmase Aysunmh "ridaii�N6.lel"OR:-t97:aB-BD - '...Y27A>• . APPENDIX 4 REIMBURSEMENT AGREEMENT QA • THIS R M U SEMENT AGREEMENT(herein "Agreement")is made and entered into and effective this day of 2004, by and between MCI WORLDCOM Network Services, Inc., a Delaware corporation (h ein"MWNS"), on behalf of itself and/or its Affiliate(s), having a mailing address at 2250 Lakeside Boulevard, Richardson,Texas 75082, and CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, a municipal corporation (herein "Reimbursor"), having a mailing address at 32400 Paseo Adelanto, San Juan Capistrano, California 92675. "Affiliate"means an entity that directly or indirectly owns or controls,is owned or controlled by;or is under common ownership or control with,MWNS. For the purposes of this Agreement,'own" or"control"means to own an-equity interest(or equivalent)of at least ten percent(10%), or the right to control the business decisions, management and policy of another entity performing any of the obligations set forth in this Agreement WITNESSETH: WHEREAS, Reimbursor is constructing, reconstructing, crossing, or otherwise changing a portion of the Burlington Northern Railroad Company as successor-in-interest to Atchison,Topeka and Santa Fe Railway Company easement in San Juan Capistrano, California (Vereda Bikeway)which requires the protection or relocation of MWNS facilities along, over and/or under said easement or right-of-way; and WHEREAS, as a result of Reimbursor's construction activity, Reimbursor has requested MWNS to relocate or protect a portion of its facilities without cost or risk to MWNS; and WHEREAS, MWNS, under the terms hereinafter stated, is willing to undertake such relocation or protection of its facilities (herein the"Project')solely in order to accommodate Reimbursor, provided Reimbursor reimburses MWNS for all of its costs, both direct and indirect, associated with the Project. NOW THEREFORE, in consideration of the promises and mutual covenants herein contained, MWNS hereby agrees to undertake the Project in accordance with the attached Exhibit A subject to the following terms and • provisions: 1. Reimbursor agrees that Exhibit A represents the scope of work for the Project. 2. Reimbursor may, at its own expense, inspect construction performed by MWNS in connection with the Project. 3. Except as provided in paragraph 4., Reimbursor agrees to bear all direct and indirect costs incurred by MWNS and relating to any.construction by MWNS in connection with the Project, including, but not limited to, labor, materials, construction, damages,administrative overhead, taxes,travel expense, legal fees and other reasonable out of pocket expenses. Reimbursor waives any and all delay damage' claims, except if caused solely by the gross negligence or willful misconduct of MWNS. 4. The total cost of the Project is estimated to be Sixty-Seven Thousand,Two Hundred Seventy-Nine and Fifty Hundredths Dollars ($67,279.50), as detailed in Exhibit B. Reimbursor acknowledges and agrees that this amount is an estimate and shall not be construed as limiting the amount MWNS is to be reimbursed by Reimbursor under this Agreement MWNS shall provide notice to Reimbursor when MWNS becomes aware that actual costs will exceed the estimate by more than ten percent(10%). Reimbursor agrees to submit advance payment of 100% of the estimated Project cost in the amount of $67,279.50 along with this executed Agreement prior to the commencement of work by MWNS. Provided that the actual costs exceed the advanced payment,MWNS may, in its sole discretion, submit to Reimbursor an itemized invoice for actual Project costs not more often than monthly. Reimbursor shall pay the full invoice within thirty(30)days'following receipt of same. 5. Following the completion of this Project, MWNS shall make an accounting of final, unpaid, actual costs of the Project and provide Reimbursor with a copy of said accounting and an itemized invoice therefor. Reimbursor shall pay the full invoice within thirty(30)days after receipt. If the lotgLactual costs of the Project are less than the advanced payment, MWNS shall refund the difference to • Reimbursor. 6. No work shall be performed by Reimbursor within ten feet(10') on either side of the existing MWNS facilities in the right-of-way until the Project has been completed. 7. The obligations of MWNS are subject to force majeure and MWNS shall not be in default of this Agreement if any failure or delay in performance is caused by strike or other labor problems; accidents; acts of God; fire; flood; adverse weather conditions; material or facility shortages or unavailability; lack of transportation; the imposition of any governmental codes, ordinances, laws, rules, regulations or restrictions, including, without limitation, the necessity of obtaining permits or environmental assessments or environmental approvals; condemnation or the exercise of rights of eminent domain;war or civil disorder; or any other cause beyond the reasonable control of MWNS. 8. Written notice shall be given to MWNS by Reimbursor at least forty-eight(48) hours, excluding Saturday, Sunday and legal holidays, in advance of commencement of any work in the immediate permitted area, but not within said ten feet(10)on either side, of the MWNS facilities as set forth in Section 6., above. Said notice shall be given to those individuals listed on the Contact Sheet of Exhibit A. In the event of an emergency, Reimbursor shall provide telephonic notice to MWNS at 1- 800-MCI-WORK upon Reimbursor's notice of such emergency. 9. This Agreement supersedes every antecedent or concurrent oral and/or written declaration and/or understanding by and between MWNS and Reimbursor pertaining to the Project. 10. The terms of this Agreement shall be binding upon and inure to the benefit of the parties hereto and their successors and assigns. 11. Each party warrants that it has the full right and authority to enter into this Agreement. All necessary • approvals and authority to enter into this Agreement have been obtained and the person executing this Agreement on behalf of each party has the express authority to do so and in so doing, to bind such party hereto. IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first above written. 7Nam N J CAPISTRANO, MCI WORLDCQM NETWORK SE I INC. A By: Name: arty Heror Title: enior Man ger, OSP Services gz& _Vtf� Date: �99�sr a, aooy APPROVED AS TO I�1: John Shaw, i Attorney A=ST:I A U, pa/�� 7et� . Monahan, City Clerkmagr 2 02/26/01 EXHIBIT A • SCOPE OF WORK MCIWorldCom Project Number 90751 H San Juan Capistrano, CA. Vereda Bikeway Relocation BACKGROUND MCIWorldCom is required to relocate existing MCI Long Distance facilities to accommodate the construction of the Vereda Bikeway Under crossing by the City of San Juan Capistrano, California SCOPE OF WORK MCIWorldCom contract work forces will be required to relocate (1) existing TX 5' handhole; place (2)temporary utility poles; place conduit and risers from existing handholes to temporary poles; and place approximately 750' of F.O.C. MCIWorldCom OSP Operation crews will be required to splice F.O.C.for the temporary relocation. Contract work forces will start the final restoration by placing approximately 150 feet of 4-2 HDPE in 4" GIP, across the overpass constructed by the City of San Juan Capistrano. These same contract crews will tie into the existing underground system and place approximately 5000 feet of F.O.C.to maintain the original splice locations. • MCIWorldCom OSP Operation work forces will complete the permanent restoration by splicing F.O.Q. Contract crews will then remove all temporary facilities including poles and cable. CONTACTS MCIWorldcom: Brandon Jacome-Regional Manager Dan Garden —Project Engineer 2175 N. California Blvd. Ste. 700 Office 315-006 157 South Lilac Avenue Walnut Creek, CA. 94596 Rialto, CA 909 925%951-2061 office 909-879-2716office 925/951-2732 fax909-544-9282mobile brandon.iacome(&mci,com dan.garden0mci.com CITY OF SAN JUAN CAPISTRANO: Tony Foster 32400 Paseo Adelanto San Juan Capistrano, CA. 92675 949/493-1171 office tfostei-O-sanivancapistrano.org i Project Budget G 711512004 Pave 1 nf2 2 •Project#: 90751H Revision: 3 Date Prepared: 7/14/2004 Title: SAN JUAN CAPISTRANO.CA VEREDA BIKEWAY. Engineer: GARDEN.DAN Site Code: NWBHCA Lead Engineer: BECKERMANN.DON Capital Project: City: SAN JUAN CAPISTRANO Capital Prj.Title: - .State: California _ Regen/Regen Spans: Footage: 500 ESTIMATED ENGINEERING TIME:(DAYS) ESTIMATED CONST.TIME:(DAYS) Engineering: 10 - - Construction: Drafting: As Built Doc TIME FRAME TOTAL TIME FRAME TOTAL: Investigation#: Eng.Start: Construction Start: 9/102004 ..Disposition: Refund Eng: Construction Complete: 12/172004 A) ENGINEERING $5,200.00 B) INSPECTION SERVICES $12,900.00 C) MCI FURNISHED MATERIALS 599730, D) CONTRACTOR UNIT PRICE SCfIEDULE $42,250.00 E) SPLICING LABOR $0.00 F) SUBTOTAL $61,34730 G) OVERHEAD-20%OF ITEMS A-C it E $3,81930 H) OVERHEAD-5%OF ITEM D $2,112.50 TOTAL-LOADED PROJECT COST $67,27950 REF DESCRIPTION QTY UNITS EXT.S I) Engineer Day.%nmemall. 10 $520.00 $5,200.00 ENGINEERING Sub TOTAL $5,200.00 Lead-ngmeer Date: _ T- --,psmission Systems Constry `ion EXHIBIT B R&U Project Budget 7/15/2004 Page 2 of 2 2 t' REF DESCRIPTION DAYS QTY UNIT$ EXT.$ 2) MCI Tnsnectnr(Inc.mob.)(External) 15 1 $360.00 - $5.400.00 5) Railroad Flagman 15 1 $500.00 $7,500.00 INSPECTION SERVICES Sub TOTAL $12,900.00 REF DESCRIPTION UNITS QTY UNIT$ EXT.$ 9) Handhnlas F.A _ 2 $498.75 $997.50 MCI FURNISHED MATERIALS Sub TOTAL $997.50 Addendum to Unit Price Schedule REF DESCRIPTION UNITS QTY UNIT$ EXT.$ 59) Contractor to Relocate Existing i Inderground FOC, LS 1 $42,250.00 $42,250.00 CONTRACTOR UNIT PRICE Sub TOTAL $42,250.00 • • APPENDIX 5 FILE: OC-225 • LICENSE AGREEMENT This LICENSE AGREEMENT ("Agreement") is made and entered into as of July 27, 2004, by and between the ORANGE COUNTY TRANSPORTATION AUTHORITY, a public entity ("OCTA"), and the CITY OF SAN JUAN CAPISTRANO ("Licensee"), upon and in consideration of the agreements, covenants, terms and conditions below: PART I. - BASIC LICENSE PROVISIONS 1. Description of License Property: A. A portion of OCTA Orange Subdivision railroad right of way at Mile Post 197.88, in San Juan Capistrano, California, as shown in Exhibit "A", attached hereto and incorporated herein by this reference. Approximate area: 5827+/- square feet. Legal Description: Licensee shall provide a Legal Description of the License Property (as defined herein) to OCTA within 30 days after the License Commencement Date (as deferred herein). After said Legal Description is approved by OCTA, said Legal Description shall be attached to the Agreement as Exhibit "C", incorporated herein by this reference. • 2. Use of License Property: Licensee desires to use the License Property to create and maintain a pedestrian/bicycle undercrossing for use by the public. Licensee is granted a non- exclusive license to access and use the License Property to construct, install, alter, maintain, reconstruct, remove and repair the Facility (as defined herein). The License permits the Licensee to allow the public to access and use the Facility. 3. Commencement Date: This Agreement Is made effective as of the date on which all parties have signed this Agreement; 4. Condition Precedent: In the event that the Licensee fails to obtain project approval from the California Public Utilities Commission ("CPUC") on or before January 26, 2006, this Agreement is null and void and Licensee shall forfeit any and all License fees paid as of that date. Licensee shall not enter the License Property or make any improvements on the License Property until after the CPUC issues final approval for the Licensee's Facility, 5. Term: Twenty (20) years beginning on the date first written above; 6. License Fees: • Page 1 of 20 FILE: OC-225 The License is granted for a one time fee of one-thousand-dollars ($1 ,000) which is due and payable in full upon on the Commencement Date. 7. Insurance Requirements: Insurance requirements are detailed in Section 16 of the General License Provisions of this Agreement. 8. A) OCTA's Address: ORANGE COUNTY TRANSPORTATION AUTHORITY 550 S. Main Street P. O. Box 14184 Orange, CA 92863-1584 Southern California Regional Rail Authority 700 South Flower Street, 26th Floor Los Angeles, CA 90017-4101 Attn: Naresh Patel B) Licensee's Address: Licensee's Address: • CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, CA 92675 9. Definition of Facility; Licensee's Facility is defined as a project approved by the CPUC consisting of a pedestrian/bicycle u ndercrossing a nd a t hree-span rail b ridge, i ncluding, b ut not limited to: bridge piers and abutments, retaining walls, lighting, drainage system, 600' +/- of bikeway pavement, bikeway facilities, curb and gutter, striping, signage and appurtenances as shown and described on Exhibit "D" attached. PART II. GENERAL LICENSE PROVISIONS 1. License/Term. 1.1 License. OCTA hereby grants Licensee a non-exclusive license in, on, over, under, across and along the real property of OCTA in the location shown in the diagram attached hereto as Exhibit "A" and incorporated herein by this reference, and described in Item 1 of the Basic License Provisions (the "License Property"), for construction, installation, operation, alteration, maintenance, reconstruction and/or removal of the Facility described in Item 9 of the Basic License Provisions, and any usual, • Page 2 of 20 FILE: OC-225 necessary and related appurtenances thereto (the "Facili '), for the limited purposes described in Item 2 of the Basic License Provisions, together with rights for access and entry onto the License Property as necessary or convenient for the use of the Facility, subject to the terms and conditions contained herein. In connection with this license, Licensee, its employees, agents, customers, visitors, invitees, licensees and contractors (collectively, "Licensee's Parties"), subject to the provisions hereof, may have reasonable rights of entry and access onto the License Property. The License Property, adjoining real property (or any interest therein) of OCTA and personal property of OCTA located thereon shall hereinafter collectively be referred to as OCTA Property("OCTA Property"). 1.2 Term of Agreement. The term ("Term") of this Agreement shall commence on the "Commencement Date" specified in Item 3 of the Basic License Provisions. This Agreement shall be a license for the term specified in Item 5 of the Basic License Provisions; provided, however, that OCTA shall have the right to terminate this Agreement if Licensee breaches this Agreement, or if Licensee abandons the Facility or the License Property. 1.3 Condition of Premises. Licensee acknowledges that it has inspected and accepts the License Property in its present condition as suitable for the use for which this license is granted. Execution of this Agreement by Licensee shall be conclusive to establish that the License Property is in a condition which is satisfactory to Licensee as of the Commencement Date. 2. Payments • A one-time license fee of$1,000 is due and payable upon the Commencement Date. 3. Taxes. Licensee shall be liable for and agrees to pay promptly and prior to delinquency, any tax or assessment, including but not limited to any possessory interest tax, levied by any govemmental authority: (a) against the Facility and its operations, the License Property and/or any personal property, fixtures or equipment of Licensee used in connection therewith, or (b) as a result of the Licensee's use of the License Property, or the Facility, or(c), both (a) and (b). 4. Construction. 4.1 General Provisions. Any work performed or caused to be performed by Licensee on the Facility or the License Property shall be performed: (a) at Licensee's sole cost and expense; (b) in accordance with any and all applicable laws, rules and regulations (including OCTA's rules and regulations); and (c) in a manner which is (i) equal to or greater than the then applicable standards of the industry for such work, and (ii) reasonably satisfactory to OCTA. Licensee shall prepare detailed work plans (the "Work Plans") setting forth any and all construction, reconstruction, installation, restoration, alteration, repair, maintenance, replacement, removal, landscaping, fencing and sign erection work (hereinafter, "Construction Work") Licensee plans to perform on • Page 3 of 20 FILE: OC-225 the License Property. Such Work Plans shall be submitted to OCTA for its review and • approval prior to any work being performed, and shall be developed, altered and/or changed so as to meet the requirements of OCTA. Licensee shall not perform, nor cause any of Licensee's Parties to perform, any Construction Work on License Property until it has received written approval of the relevant Work Plans from OCTA. Changes to approved Work Plans are allowed hereunder. However, all such changes must be reviewed and approved in writing by OCTA prior to their implementation. Any Construction Work to be performed on the License Property must be carried out pursuant to Work Plans or changes approved in writing by OCTA. In no event shall approval by OCTA of any plans for any Construction Work be a representation that any such plans comply with any applicable laws nor shall OCTA bear any liability or responsibility for the work performed on the License Property. Licensee shall comply with all laws applicable to any Construction Work, and shall be solely responsible for obtaining all required approvals and permits for the same and for any liability for the same. 4.2. Initial Construction of Facility. With respect to the initial construction and installation of the Facility, Licensee shall ensure that neither it nor any of Licensee's Parties shall enter upon the License Property until Licensee and each of Licensee's Parties which plan to enter the License Property have met all of the requirements of SCRRA and OCTA, which may include a requirement that each of such Licensee's Parties enter into a written right-of-entry agreement with SCRRA and OCTA. Licensee's request for such SCRRA and OCTA requirements shall be made in writing and must be delivered to SCRRA and OCTA, at the addresses set forth in Item 8 of this Agreement's Part I, at least ten (10) working days prior to any of Licensee's Parties proposed entry • onto the License Property. 4.3 Work Performed After Initial Construction. Except for emergency work and normal day-to-day maintenance work, the provisions of Sections 4.1 and 4.2 of this Agreement's General License Provisions shall apply to all work performed on the Facility or the License Property after the initial construction and installation of the Facility. In cases of emergency, Licensee shall notify OCTA's representative personally or by phone and obtain authorization prior to commencing such work. Normal, day-today maintenance work on the Facility or the License Property, may be performed by Licensee or authorized Licensee's Parties without written notice to OCTA or SCRRA, without Work Plans and without Work Plan approval by OCTA (subject to the other provisions of this Agreement), so long as Licensee and its authorized Licensee's Parties performing such day-today maintenance; (i) have previously met OCTA's and SCRRA's requirements; (ii) have previously received OCTA's and SCRRA's written approval to access the License Property to perform similar work; (iii) abide by OCTA's and SCRRA's requirements at all times while on the License Property, and (iv) perform all such maintenance work from entirely within the License Property. 4.4. As-Built Drawings. Within ninety (90) days after the substantial completion of the construction and installation of the Facility, Licensee shall deliver to OCTA, for OCTA's and SCRRA's review and approval, two (2) full sets of as-built drawings for the Facility (the "As-Built Drawings"). The As-Built Drawings are subject to the review and • Page 4 of 20 FILE: OC-225 approval of OCTA and SCRRA, and shall be developed, altered and/or changed so as to • meet the requirements of OCTA and SCRRA. At a minimum, however, such As-Built Drawings must: (i) be substantially of the form of the Work Plans approved by OCTA and SCRRA; (ii) include all changes to the Work Plans which were approved, in writing, by OCTA; (iii) show all improvements and construction performed by Licensee, or caused to be performed by Licensee, on the License Property; (iv) clearly indicate and label the area of the License Property; (v) show the centerline of all railroad tracks existing on the OCTA Property as of the date that construction and installation of the Facility was substantially complete; and (vi) show, to scale, on all overhead and cross section drawings the easterly and westerly boundaries of the License Property, and the Facility with respect to the centerline of the mainline railroad track existing on the OCTA Property as of the date that construction and installation of the Facility was substantially complete. To the extent that the As-Built Drawings indicate or show that the Facility has not been constructed pursuant to the Work Plans approved by OCTA or any change thereto approved by OCTA, Licensee shall, at the request of OCTA or SCRRA, rebuild, reconstruct and/or reinstall th facility, at Licensee's sole cost and expense, so that the Facility will be constructed, located and installed in accordance with the approved Work Plans and the approved changes thereto. Failure to provide As-Built Drawings to OCTA as set forth herein shall be deemed a material breach of this Agreement. 5. Cbntractors—Aoaroval and Insurance. All agents of Licensee performing construction work on the Facility or the License Property shall first be approved in writing by OCTA. Licensee shall cause any and all of its agents which may (a) be involved with such construction work, or (b) may, for any reason, need to enter onto the License • Property, to obtain and maintain in full force and effect during the term of such construction work insurance, as required by OCTA, in the amounts and coverages specified on, and issued by insurance companies as described on Section . OCTA reserves the right, throughout the term of this Agreement, to review and change the amount and type of insurance coverage it requires in connection with this Agreement. 6. Reimbursement. Licensee agrees to reimburse OCTA and SCRRA for all reasonable costs and expenses incurred by OCTA and SCRRA in connection with any construction work on or maintenance of the License Property or the Facility, including, but not limited to, costs incurred by OCTA and SCRRA in fumishing any materials or performing any labor, reviewing Licensee's Work Plans and/or inspecting any Construction Work, installing or removing protection beneath or along OCTA's track, fumishing of watchmen, flagmen and inspectors as OCTA deems necessary, and such other items or acts as OCTA in its sole discretion deems necessary to monitor or aid in compliance with this Agreement. 7. Liens. Licensee will fully and promptly pay for all materials joined or affixed to Facility or the OCTA Property, and fully and promptly pay all persons who perforin labor upon said Facility or the OCTA Property. Licensee shall not suffer or permit to be filed or enforced against the OCTA Property or the Facility, or any part thereof, any mechanics', materialmen's, contractors', or subcontractors' liens or stop notices arising from, or any claim for damage growing out of, any testing, investigation, maintenance, construction • Page 5 of 20 FILE: OC-225 work or out of any other claim or demand of any kind. Licensee shall pay or cause to be paid all such liens, claims or demands, including all sums due with respect to stop • notices, together with attorney's fees incurred by OCTA with respect thereto, within ten (10) business days after notice thereof and shall indemnify, hold harmless and defend OCTA from all obligations and claims made against OCTA for the above-described work, including, but not limited to, attorney's fees. Licensee shall furnish evidence of payment upon request of OCTA. Licensee may contest any lien, claim or demand by furnishing a statutory lien bond or equivalent with respect to stop notices to OCTA in compliance with applicable California law. If Licensee does not promptly discharge any mechanic's liens or stop notice for works performed for Licensee, OCTA shall have the right to discharge same (including by paying the claimant), and Licensee shall reimburse OCTA for the cost of such discharge within ten (10) business days after billing. OCTA reserves the right at any time to post and maintain on the OCTA Property such notices as may be necessary to protect OCTA against liability for all such liens and claims. The provisions of this Section shall survive the termination of this Agreement. 8. Maintenance and Repair. Licensee, at Licensee's sole expense, shall maintain the License Property and the Facility in a condition satisfactory to OCTA during the term of this Agreement and shall perform all maintenance and clean-up of the License Property and the Facility as necessary to keep the License Property and the Facility in good order and condition, to OCTA's satisfaction and in accordance with applicable laws. Licensee shall be responsible for any citations issued as a result of Licensee's failure to comply with all applicable laws. If any portion of the OCTA Property or any property of the Southern California Regional Rail Authority (SCRRA), the National Railroad Passenger • Corporation (Amtrak), the Burlington Northern Santa Fe (BNSF) or other freight or passenger rail operators, including improvements, fixtures or rolling stock, suffers damage by reason of the access to or use of the License Property, by Licensee, Licensee's Parties or by Licensee's partners, officers or directors, including but not limited to damage arising from any test or investigations conducted upon the License Property, Licensee shall, at its own cost and expense, immediately repair all such damage and restore the damaged property to as good a condition as before such cause of damage occurred. Repair of damage shall include, without limitation, regrading and resurfacing of any holes, ditches, indentations, mounds or other inclines created by an excavation by Licensee's Parties. Repair work shall be performed at License's sole expense. 9. Landscaping and Protective Fencing. If required by OCTA, Licensee, at its sole cost and expense, shall install barrier fencing and/or landscaping to shield the railroad track area from public access and/or the Facility from public view. The barrier landscaping, fencing and signs required herein shall be installed and maintained by Licensee to the satisfaction of OCTA. Licensee shall prepare landscaping, fencing and sign plans as part of the Work Plans to be prepared by Licensee pursuant to the provisions of Section 4 of this Agreement's General License Provisions. As with all other Work Plans, such landscaping, fencing and sign plans shall be submitted to OCTA for review and approval prior to the installation of any barrier landscaping, fencing or signs. All landscaping, fencing (including gates) and sign installation and work shall be constructed and maintained in accordance with the provisions of Section 4 and Section 5 • Page 6 of 20 FILE: OC-225 of this Agreement's General License Provisions, and shall be subject to Section 6 and Section 7 of this Agreement's General License Provisions. After installation, all • landscaping, fencing (including gates) and signs shall be maintained and repaired in accordance with the provisions of Section 8 of this Agreement's General License Provisions by Licensee. 10. Use. The License Property and the Facility shall be used only for the purposes specified in Item 2 of the Basic License Provisions. No change shall be made by Licensee in the use of the License Property or the Facility without OCTA's prior written approval. 11. Abandonment. Should Licensee at any time abandon the use of the Facility or the License Property, or any part thereof, or fail at any time for a continuous period of ninety (90) days to use the same for'the purposes contemplated herein, then this Agreement shall terminate to the extent of the portion so abandoned or discontinued, and in addition to any other rights or remedies, OCTA shall immediately be entitled to exclusive possession and ownership of the portion so abandoned or discontinued, without the encumbrance of this Agreement. OCTA at its options, may remove any improvements remaining on the abandoned property, at Licensee's sole cost and expense. 12. Breach. Should Licensee breach, or fail to keep, observe or perform any agreement, covenant, term or condition on its part herein contained, then, in addition to any other available rights and remedies, OCTA at its option may: • (a) perform any necessary or appropriate corrective work at Licensee's expense, which Licensee agrees to pay to OCTA upon demand; (b) with written notice or demand, and Licensee's failure to cure the breach within thirty (30) days of notice being given, or fewer days in the event the breach impacts public health, welfare or safety, OCTA may terminate this Agreement and at any time thereafter, recover possession of the License Property or any part thereof, and expel and remove therefrom Licensee or any other person occupying the License Property, by any lawful means, and again repossess and enjoy the License Property and the Facility, without prejudice to any of the rights and remedies that OCTA may have under this Agreement, at law or in equity by reason of Licensee's default or of such termination. 13. Surrender. Upon termination of this Agreement, (including, but not limited to, a termination resulting from expiration of the license term, or a breach or an abandonment of all or a portion of the Facility or the License Property) unless otherwise required in writing by OCTA prior to the date of termination, Licensee may, at its own cost and expense: (i) remove the Facility and restore the OCTA Property to the same state and condition as existed prior to the construction, reconstruction or installation of said Facility, or (ii) leave all, or any portion of, the Facility in place on the License Property, or (iii) replace the Facility with a comparable facility approved by OCTA. Should Licensee fail to select one of the options listed in the preceding sentence prior to six (6) months before the termination date, unless termination is due to a breach by Licensee in which case • Page 7 of 20 FILE: OC-225 OCTA shall select the option which Licensee shall implement immediately, OCTA may at • its option (a) select an option on Licensee's behalf and at Licensee's sole expense, or (b) assume title and ownership of said Facility. No termination hereof shall release Licensee from any liability or obligation hereunder, whether of indemnity or otherwise, resulting from any acts, omissions or events occurring prior to the date the Facility is removed and the OCTA Property is restored. 14. Indemnification. Licensee shall indemnify, defend (by counsel satisfactory to OCTA), and hold harmless OCTA, SCRRA, and other passenger and freight railroad entities including, but not limited to, Amtrak, BNSF, and their respective officers, directors, commissioners, employees, agents, contractors, successors and assigns (individually and collectively, "Indemnitees"), to the maximum extent allowed by law, from and against all loss, liability (including liability with respect to death, injury and personal and property damage), claims, demands, suits, liens, claims of lien, damages (including, but not limited to consequential damages), costs and expenses (including, without limitation, any fines, penalties, judgments, litigation expenses, and experts' and attorneys' fees) (collectively "Claims and Expenses'), that are incurred by or asserted against Indemnitees arising out of or connected in any manner with the use or misuse of the Licensed Property, the Facility and/or the OCTA Property, by Licensee's Parties, members of the public and all others who enter onto the License Property and any alleged act or omission to act of the Licensee, its officers, directors, affiliates, Licensee's Parties or anyone directly or indirectly employed by or for whose acts Licensee is liable (collectively, "Personnel") in connection with this Agreement, the License Property, the Facility and/or the OCTA Property. • The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative, joint, concurring or comparative) on the part of Indemnitees. Licensee's obligation to indemnify OCTA and the above-referenced passenger and freight railroad entities shall survive termination of this Agreement; and is in addition to any other rights or remedies which Indemnitees may have under the law or under this Agreement. Claims against the Indemnitees by Licensee or its Personnel shall not limit the Licensee's indemnification obligations hereunder in any way, whether or not such claims against Indemnitees may result in any limitation on the amount or type of damages, compensation, or benefits payable by or for Licensee or its Personnel under workers' compensation acts, disability benefit acts or other employee benefit acts or insurance. 15. Assumption of Risk and Waiver. To the maximum extent allowed by law, Licensee assumes any and all risk of loss, damage or injury of any kind to Licensee, Licensee's Parties and Personnel, members of the general public and their property and Licensee's property, including, without limitation, the Facility, the License Property and any other property of, or under the control or custody of, Licensee, which is on or near the License Property or the OCTA Property. Licensee's assumption of risk shall include, without limitation, loss or damage to Licensee, Licensee's Parties and Personnel, and Licensee's Property caused by defects in any structure or improvement on the OCTA Property, accident, fire or other casualty on the OCTA Property, or electrical discharge, noise or • Page 8 of 20 FILE: OC-225 vibration resulting from Indemnitees' transit operations on or near the License Property • and/or OCTA Property. Licensee, on behalf of itself, its agents and their Personnel (as defined in Section 14) as a material part of the consideration for this Agreement, hereby waives all claims and demands against the Indemnitees for any such loss, damage or injury of Licensee, its agents and/or Personnel. In that connection, Licensee waives the benefit of California Civil Code Section 1542, which provides as follows: A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the release, which if known by him must have materially affected his settlement with the debtor. Licensee accepts the risk that the facts or the law may later turn out to be different than Licensee understands them to be at this time and acknowledges that this assumption of risk and waiver will not be affected by such different state of facts or law. The provisions of this Section shall survive the termination of this Agreement. 16. Insurance. A. Licensee shall procure and maintain insurance coverage or evidence of self insurance during the entire term of this Agreement. Licensee shall provide the following coverage: 1. Commercial General Liability, to include Products/Completed Operations, Independent Contractors', Contractual Liability, and Personal Injury Liability with a minimum of $5,000,000 of coverage and a $10,000,000 aggregate limit. • 2. Automobile Liability Insurance with combined single limits of a minimum of $2,000,000; 3. Workers' Compensation with limits as required by the State of California; with a waiver of subrogation rights favorable to Licensor and Employers' Liability with limits of a minimum of$1,000,000; and 4. Railroad Protective Liability insurance will also be purchased at the following levels: $2,000,000 per occurrence, combined single limits, for coverage and for losses arising out of injury or death of all persons, and for physical loss or damage to or destruction of Property, including the loss of use thereof and a $6,000,000 annual aggregate. B. Proof of such coverage, in the form of a letter of self-insurance evidencing sufficient assests to meet the aforementioned requirements or an insurance company issued policy endorsement and a broker-issued insurance certificate, must be received by AUTHORITY within ten (10) calendar days from the date of execution of the Agreement; with the Orange County Transportation Authority, its officers, directors, employees and agents designated as additional insurers. Furthermore, AUTHORITY reserved the right to request certified copies of all related insurance policies. C. Licensee shall include on the face of the certificate of Insurance the Agreement Number ; and, attention to the Right of Way Department. • Page 9 of 20 FILE: OC-225 D. OTHER INSURANCE PROVISIONS • OCTA, its officers, directors, employees and agents must be designated as additional insured on the Licensee's Comprehensive General and Automobile Liability Insurance policies. Licensee shall furnish OCTA with insurance endorsements and certificates, evidencing the existence, amounts and coverages of the insurance required to be maintained hereunder. There shall be no exclusion for explosions, collapses and underground hazard. SCRRA, Amtrak and BNSF, and other freight and passenger rail services providers as designated by OCTA and their officers, Directors, Employees and agents must be designated as an additional insured on the Licensee's Comprehensive General and Automobile Liability Insurance Policies. Coverage purchased on a claims made form shall provide for at least a two (2) year extended reporting or discovery period if (a) the coverage changes from a claims made form to an occurrence form, (b) there is a lapse/cancellation of coverage, or (c) the succeeding claims made policy retroactive date is different for the expiring policy. The coverage shall be primary and any insurance or self-insurance maintained by OCTA, SCRRA, their subsidiaries, officials and employees shall be excess of the Licensee's insurance and shall not contribute with it. • Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled or reduced in coverage or in limits, except only after thirty (90) days prior written notice has been given to OCTA. In the event OCTA learns that Licensee's insurance coverage is being terminated and Licensee fails to provide adequate assurances that continuous coverage is being provided, OCTA and at its sole discretion, may obtain such coverage at Licensee's expense. Course of construction policies shall contain the following provisions: 1. OCTA shall be named as loss payees. 2. The insurer shall waive all subrogation rights against OCTA. Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A- VII, unless otherwise approved by OCTA. Licensee shall fumish OCTA with original endorsements effecting coverage required by this clause. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All endorsements are to be received and approved by OCTA before Construction Work commences. • Page 10 of 20 FILE: OC-225 17. Tests and Inspection. OCTA has the right at any time to inspect the License • Property and the Facility so as to monitor compliance with the terms of this Agreement. OCTA shall be permitted to conduct any tests or assessments, including but not limited to environmental assessments, of, on or about the License Property, as it determines to be necessary in its sole judgment, or useful to evaluate the condition of the License Property. Licensee shall cooperate with OCTA, and its agents in any tests or inspections deemed necessary by OCTA. Licensee shall pay or reimburse OCTA and the appropriate regulatory agencies for all reasonable costs and expenses incurred due to the tests, inspections or any necessary corrective work and inspections thereafter. Licensee's liability pursuant to the preceding sentence shall be limited to situations where either Licensee is (or was) not in compliance with this Agreement or law or where OCTA had reasonable cause to believe Licensee was not in compliance. Except in the case of emergency, OCTA or SCRRA will provide Licensee with ten (10) days' written notice prior to undertaking said test and inspections and corrective work . 18. Hazardous/Toxic Materials Use and Indemnitv. Licensee shall construct the Facility, and shall operate and maintain the License Property in compliance with all applicable federal, state and local environmental, health and/or safety-related laws, regulations, standards, decisions of the courts, permits or permit conditions, currently existing or as amended or adopted in the future which are or become applicable to Licensee or the License Property ("Environmental Laws"). Licensee shall not cause or permit, or allow any of Licensee's Parties to cause or permit, any Hazardous Materials to be brought upon, stored, used, generated, treated or disposed of on or about the OCTA • Property. As used herein, "Hazardous Materials" means any chemical, substance or material which is now or becomes in the future listed, defined or regulated in any manner by any Environmental Law based upon, directly or indirectly, its properties or effects. Licensee shall indemnify, defend (by counsel acceptable to OCTA) and hold harmless the Indemnitees (as defined in Section 14) from and against all loss, liability, claim, damage, cost or expense (including without limitation, any fines, penalties, judgments, litigation expenses, attorneys' fees, and consulting, engineering, and construction fees and expenses) incurred by Indemnitees as a result of (a) Licensee's breach of any prohibition or provision of this Section or (b) any release of Hazardous Materials upon or from the Facility or the License Property or contamination of the OCTA Property or adjacent property (i) which occurs due to the use and occupancy of the Facility or the OCTA Property by Licensee or Licensee's Parties, or (ii) which is made worse due to the act or failure to act of Licensee or Licensee's Parties. The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative, joint, concurring or comparative) on the part of Indemnitees, unless caused solely by the negligence or willful misconduct of Indemnitees; shall survive termination of this Agreement; and is in addition to any other rights or remedies which Indemnitees may have under the law or under this Agreement. In addition, in the event of any release on or contamination of the License • Property, the OCTA Property and/or any adjacent property, whether or not owned by Page 11 of 20 FILE: OC-225- OCTA, Licensee, at its sole expense, shall promptly take all actions necessary to clean • up all such affected property and to return the affected property to the condition existing prior to such release or contamination, to the satisfaction of OCTA and any governmental authorities having jurisdiction thereover. Upon the termination of this Agreement at any time and for any reason, Licensee shall, prior to the effective date of such termination, clean up and remove all Hazardous Materials in, on, under and/or about the OCTA Property, in accordance with the requirements of all Environmental Laws and to the satisfaction of OCTA and any governmental authorities having jurisdiction thereover. In all cases, Licensee shall immediately notify OCTA of any release on, or contamination of, the License Property or OCTA Property of which Licensee or any of Licensee's Parties becomes aware. 19. Underground Storage Tanks. NEITHER LICENSEE NOR LICENSEE'S PARTIES SHALL INSTALL OR USE ANY UNDERGROUND STORAGE TANKS ON THE LICENSE PROPERTY. 20. Subordinate Rights. This Agreement is subject and subordinate to the prior and continuing right and/or obligation of OCTA, its successors and assigns, to use the OCTA Property in the exercise of its powers and in the performance of its duties, or for any other purpose including but not limited to those as a public transportation body. Accordingly, there is reserved and retained unto OCTA, its successors, assigns and permittees, the right to construct, reconstruct, maintain and use existing and future rail tracks, facilities • and appurtenances and existing and future transportation, communication, pipeline and other facilities and appurtenances in, upon, over, under, across and along the OCTA Property, and to otherwise use the OCTA Property, and in connection therewith the right of OCTA, its successors and assigns, to grant and convey to others, rights to and interests in the OCTA Property in, upon, over, under, across, or along the License Property and in the vicinity of the Facility. This Agreement is subject to all licenses, leases, easements, restrictions, conditions, covenants, encumbrances, liens, claims and other matters of title ("title exceptions") which may affect the OCTA Property now or hereafter, and no provision of this Agreement shall be construed as a covenant or warranty against the existence of any such present or future title exceptions, whether or not arising out of the actions of OCTA, its successors or assigns. OCTA makes no representations or warranties of any kind with regard to title to the License Property. 21. Compliance with Laws. Licensee shall comply with all applicable federal, state and local laws, regulations, rules and orders in its work on, or maintenance, inspection, testing or use of, the Facility and the OCTA Property. Licensee shall not interfere with OCTA, SCRRA, and other freight and passenger railroad entities. Their compliance with all applicable Federal and State laws including, but not limited to, the requirement of the sounding of homs, when approaching crossings. OCTA may enter the License Property to inspect the Facility at any time, upon provision of reasonable notice of inspection to Licensee. Licensee shall obtain all required pen-nits or licenses required by any governmental authority for its use of the License Property and the Facility, at its sole cost and expense. • Page 12 of 20 FILE-0C-225 • 22. Condemnation. in the event all or any portion of the License Property shall be taken or condemned for public use (including conveyance by deed in lieu of or in settlement of condemnation proceedings), Licensee shall receive compensation (if any) from the Condemnor only for the taking and damage to the Facility. Any other compensation or damages arising out of such taking or condemnation awarded to Licensee are hereby assigned by Licensee to OCTA. 23. Markers. Project markers in form and size satisfactory to OCTA, identifying the Facility and its owners, will be installed and constantly maintained by and at the expense of Licensee at such locations as OCTA shall designate. Such markers shall be relocated or removed upon request of OCTA without expense to OCTA. Absence of markers in, on or about the OCTA Property does not constitute a warranty by OCTA of the absence of subsurface installations. 24. General Provisions. 24.1 Notices. All notices and demands which Licensee or OCTA are required to or desire to give to the others shall be made in writing by certified mail, return receipt requested, postage prepaid, and addressed to such parties at the addresses set forth in the Basic License Provisions. The parties may change their addresses for the receipt of notice by giving written notice thereof to the other parties in the manner herein provided. Notices shall be effective on the date delivered to custody of U.S. Postal Service. • 24.2 Non-Exclusive License. The license granted hereunder is not exclusive and OCTA specifically reserves the right to grant other licenses within the License Property. 24.3 Governing Law. This Agreement shall be governed by the laws of the State of California. The parties consent to the jurisdiction of the California courts with venue in Orange County. 24.4 Severability. If any term, covenant, condition or provision of this Agreement, or the application thereof to any person or circumstance, shall to any extent be held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the terms, covenants, conditions, or provisions of this Agreement, or the application thereof to any person or circumstance, shall remain in full force and effect and shall in no way be affected, impaired or invalidated thereby. 24.5 Interest on Past-Due Obligations. Except as expressly herein provided, any amounts due to OCTA which are not paid when due shall bear interest, from the date due, at the maximum rate then allowable by law. Such interest will be due OCTA as it accrues. Payment of such interest shall not excuse or cure any default by Licensee under this Agreement. 24.6 Survival of Obligations. All obligations of Licensee hereunder not fully • performed as of the expiration or earlier termination of the Term of this Agreement shall Page 13 of 20 FILE: OC-225- survive the expiration or earlier termination of this Agreement, including without limitation, • all payment obligations with respect to License Fees and all obligations concerning the condition of the OCTA Property and the Facility. 24.7 Waiver of Covenants or Conditions. The waiver by one party of the performance of any covenant or condition under this Agreement shall not invalidate this Agreement nor shall it be considered a waiver by it of any other covenant or condition under this Agreement. 24.8 Amendment. This Agreement may be amended at any time by the written agreement of OCTA and Licensee. All amendments, changes, revisions, and discharges of this Agreement in whole or in part, and from time to time, shall be binding upon the parties, so long as the same shall be in writing and executed by the parties hereto. 24.9 Assignment. This Agreement and the license granted hereunder are personal to the Licensee. Licensee shall not assign or transfer (whether voluntarily or involuntarily) this Agreement in whole or in part, or permit any other person or entity to use the rights or privileges granted hereunder, without the prior written consent of OCTA, which may be withheld in OCTA's sole and absolute discretion, and any attempted act in violation of the foregoing shall be void and without effect and give OCTA the right to immediately terminate this Agreement. 24.10 Attorney's Fees. In any judicial or arbitration proceeding involving • performance under this Agreement, or default or breach thereof, the prevailing party shall be entitled to its reasonable attorney's fees and costs. 24.11 Nondiscrimination. Licensee certifies and agrees that all persons employed and any contractors retained, by either Licensee or Licensee's affiliates, subsidiaries, or holding companies, with respect to the License Property, are and shall be treated equally without regard to or because of race, religion, ancestry, national origin, disability or sex, and in compliance with all federal and state laws prohibiting discrimination in employment, including but not limited to the Civil Rights Act of 1964; the Unruh Civil Rights Act; the Cartwright Act; and the California Fair Employment Practices Act. 24.12 Further Acts. At OCTA's sole discretion but at the sole expense of Licensee and without a Licensee claim for reimbursement, Licensee agrees to perform any further acts and to execute and deliver any documents which may be reasonably necessary to carry out the provisions of this Agreement, including the relocation of the Facility and the license granted hereunder. 24.13 Waiver of Relocation Rights. Licensee hereby waives any right to relocation assistance, moving expenses, goodwill or other payments to which Licensee might otherwise be entitled under the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended, 42 U.S.C. § 4601 et sem., and/or the California Relocation Assistance Law, as amended, Government Code § 7260 et seg., • but for this waiver and OCTA's express right of termination. Page 14 of 20 FILE: OC-225 • 24.14 Time of Essence. Time is of the essence in the performance of this Agreement. 24.15 No Recording. Licensee shall not record or permit to be recorded in the official records of the county where the License Property is located any memorandum of this Agreement or any other document giving notice of the existence of this Agreement or the license granted hereunder. 24.16 Revocable License. Licensee agrees that notwithstanding the improvements made by Licensee to the License Property or other sums expended by Licensee in furtherance of this Agreement, the license granted hereunder is revocable by OCTA if Licensee breaches this Agreement, as set forth in Section 12 of this Agreement's General Provisions or if Licensee abandons the Facility or the License Property, as set forth in Section 11 of this Agreement's General License Provisions. 24.17 Entire Agreement. This Agreement constitutes the entire agreement between the Parties with respect to the subject matter hereof and supersede all prior verbal or written agreements and understandings between the Parties with respect to the items set forth herein. 24.18 Captions. The Captions included in this Agreement are for convenience only and in no way define, limit, or otherwise describe the scope or intent of this • Agreement or any provisions hereof, or in any way affect the interpretation of this Agreement. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives. ORANP CO INTY TRANSPORTATION AUTHORITY CW B Stanley G. Phe ambucq Executive Director of Construction & Engineering Date: APPROV D AS TO FORM: By: Kennard R. Smart, Jr. General Counsel Date: • Page 15 of 20 FILE: OC-225 • CITY SA JU PISTRANO By: Name: J e Soto Title: M yor Date: APPROVED AS TO FORM: By: Name: Joh Shaw Title: City Attorney Date: 11 . o� ATTEST: By: Nam argaret R. Monahan Title: C' Clerk Date: • Page 16 of 20 FILE: 0-C-225 EXHIBIT "B" • This Agreement is subject to the following additional terms and conditions: 1. If a natural disaster causes the railroad track located above the or adjacent to the Licensed Property to become inoperable, OCTA, at its sole and exclusive discretion, may terminate this Agreement, or suspend access to the License Property while repairs are underway, or allow the Licensee to relocate the bikeway/pedestrian underpass within the OCTA right-of-way at the sole cost and expense of the Licensee. 1. The Licensee agrees to execute and deliver to SCRRA, prior to commencing any worts within the rail right-of-way, SCRRA Right-of-Entry agreement (Form No. 6), and deliver and secure approval of the insurance required by the two exhibits attached to Form No. 6. If the Licensee retains a contractor to perform any of work within the rail right-of-way, then the Licensee shall incorporate in its contract documents SCRRA Form No. 6 and SCRRA Rules and Requirements for Construction on Railway Property (Form No. 37). The Licensee shall be responsible to make sure that the contractor has an approved and executed copy of Form No. 6 and delivered and secured approval of the insurance required by the two exhibits attached to SCRRA Form No. 6 prior to the contractor's entry on the rail right-of-way. • 2. The Licensee agree to comply and to ensure that its contractor complies, at all times when on the rail right-of-way, with the rules and regulations contained in the current editions of the following documents which are "references" incorporated in this document as if they were set in full in this paragraph. These documents can be accessed through SCRRA's website www.metrolinktrains.com, ("About Metrolink", "Public Projects/Engineering" and "Agreements/Forms"). • Right-of-Entry agreement, SCRRA Form No. 6 • Rules and Requirements for Construction on Railroad Property, SCRRA Form No. 37 • General Safety Regulations for Construction/Maintenance Activity on Railway Property • SCRRA Engineering Standards. 3. The Licensee agrees to comply and to ensure that its contractor complies with instructions of SCRRA's inspectors and representatives, in relation to the proper manner of protection of the tracks and the traffic moving thereon, pole lines, signals and other property of SCRRA or its member agency tenants or licensees at or in the vicinity of the work, and shall perform the work at such times as not to • Page 18 of 20 FILE: OC-225 endanger or interfere with safe and timely operation of SCRRA's track and other • facilities. 4. If SCRRA requires Lessee/Licensee to relocate or modify its facilities for any railroad safety or operational reasons, Lessee/Licensee agrees to relocate or modify at its own expense upon receipt of appropriate notice. 5. The Licensee shall notify SCRRA's Maintenance-of-Way office at (909) 392- 4506) a minimum of five (5) working days in advance of any maintenance or construction activity on the right-of-way. Any SCRRA flagging or inspection required to protect SCRRA tracks or the traffic moving thereon shall be paid for by Licensee. 6. Temporary Traffic control plan shall be submitted to SCRRA for all activities located within or in the vicinity of highway-rail grade crossing. 7. Landscaping installed by the Licensee in the right-of-way shall meet SCRRA's Landscaping Design Guidelines. SCRRA's guidelines are available on the Metrolink website. UTILITIES • 8. The Licensee shall be responsible for the location, protection, relocation and removal of any and all public or private surface, sub-surface and overhead lines and structures. The Licensee shall not damage, destroy or interfere with any existing encumbrances, licenses and rights (whether public or private), granted upon or relating to the railroad right-of-way. The Licensee shall call SCRRA's signal department at (909) 392-8476 to mark signal and communication cables and conduits. In case of signal emergencies or highway-rail grade crossing problems, the contractor shall call SCRRA's 24-hour signal emergency number 1-888-446-9721. 9. The Licensee shall obtain permission from any fiber optic, gas or oil lines that may be located along or across the right-of-way. U/G UTILITIES 10.For a period of two years following the first operation.of trains by SCRRA over its tracks, the Licensee shall reimburse SCRRA for any costs incurred by SCRRA in correcting slides, settlements and/or erosion caused by the instability of the cut slopes or embankments, potholes, and for costs incurred by SCRRA in maintaining its tracks and other facilities, to the extent that said costs exceed such normal expense of maintenance work as would have been necessary if • there had been no track work. Page 19 of 20 I'll F:_OC X25 • BRIDGE MAINTENANCE 11.The Licensee shall, at its expense, maintain the portion of the bridge and appurtenances below the bridge seats, including piers and abutments, retaining walls, lighting, drainage system, bikeway pavement, bikeway facilities, curb and gutter, striping, signage and appurtenances. The Licensee shall remove graffiti from the bikeway and retaining walls on a regular basis. • • Page 20 of 20 OCTA LICENSE AGREEMENT EXHIBIT- "B' SKETCH TO ACCOMPANY LEGAL DESCRIPTION T W�• ►E • VARIES 25' i SCALE: 1 INCH = 20 FEET 5F- /L TRACKS /$9 I N83 57'33"W (RAD moo I OR I N87-53'01'WN 53.02' tK we 41 Q - • h MP 197.88 / 0 �.y�l. • �,6 w '\ 4 M it f •+ /f 00 iD 010 411 In xr.W glgb n - f/' j f r'r j 1 IO O� CA PROPOSED Q O. JPS 09 BIKE TRAIL I Oma. / / M % h /'• I. 6,95 N8T53'01"W 65.35' 01,ryryl S- SJC—CIP124 BIKE EASEMENT EX B.dwg REPARED BY: '' •,. are Enterprises, Inc. o o 2109 Via Gavilan \,.4i1 , \+ temente, CA 92673 EXP. 12-31-05 \/(�, �� p� 949-661 -9156 T N0. 5031 ax: 949-366-9611 D. MARK WARE P.L.J. 5031 0p CAU EXP. DATE- 12-31 -05 BIKE TPAILWCQP124 01K EASEMENT U BAwg,6/18f D 10:11:50 AM;HP Lag 6 ,1:20,WARE BRERPRLSES,INC EXHIBIT=!A" LEGAL DESCRIPTION • THAT PORTION OF THE LAND IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA SHOWN AS "A.T.&S.F. RAILROAD, O.R. 316-89" ON RECORD OF SURVEY NO. 87-1004 FILED IN RECORD OF SURVEYS BOOK 122, PAGES 27-46 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF PARCEL "B" OF THE PARCEL MAP FILED IN PARCEL MAP BOOK 141, PAGES 40-41 IN THE OFFICE OF THE COUNTY RECORDER OF -SAID COUNTY AS SHOWN ON SAID RECORD OF SURVEY; THENCE ALONG THE WESTERLY LINE OF SAID PARCEL "B" NORTH 02'06'59" EAST 64.70 FEET; THENCE NORTH 87'53'01" WEST 53.02 FEET TO THE EASTERLY LINE OF THE LAND DESCRIBED IN BOOK 6609, PAGE 359 OF OFFICIAL RECORDS OF SAID COUNTY, BEING A POINT ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 930.37 FEET, A RADIAL LINE TO WHICH BEARS SOUTH 83'57'33" EAST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 06`12'29" A DISTANCE OF 100.81 FEET, THENCE SOUTH 87'53'01" EAST 65.35 FEET TO THE EASTERLY LINE OF SAID "O.R. 316-89" AND THE SOUTHERLY PROLONGATION OF THE SAID PARCEL "B"; THENCE ALONG SAID EASTERLY LINE AND PROLONGATION NORTH 02'06'59" EAST 35.30 FEET TO THE POINT OF BEGINNING. CONTAINING: 5827 SQUARE FEET OR 0.134 ACRES, MORE OR LESS. • ALL AS SHOWN ON EXHIBIT "B THE SKETCH TO ACCOMPANY THIS DESCRIPTION, ATTACHED HERETO AND MADE A PART HEREOF. PREPARED BY: cltii (9 1 a o4— *kRK w D. MARK .WARE, PLS 5031 MY LICENSE EXPIRES: 12-31-05 EXP. 12-31-05 NO. 5031 FO CA O 0 C:\Owg\CVWD\SJC BIKE TRAIL\SJCQPI21 BIKE EASEMENT IX BAwg,6/18/2 10:10:32M,HP Lss Jd 6Pa 1:20,WARE ENTERPRISES,INC Auc-oz-2ooa U5:15pm From— APPENDIX 6 RIGHT OF ENTRY - VEREDA BIKEWAY UNDERCROSSING • City of San Juan Capistrano CIP No. 124 Caltrans Project Designation: STPLER-5372 (008) Date ;1uRuidc Z_ -Looy City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attention: William Huber, Assistant City Manager Permission is hereby granted to enter upon our land, as outlined on the attached map which is part of this Right of Entry, for the purpose of construction of an access ramp for the Vereda Bikeway, including retaining walls, storm drain, security fencing, and landscaping. Owners acknowledge they have been advised of their right to receive immediate compensation and have waived that right, agreeing to be compensated at a later date with interest. It is anticipated that an appraised value can be obtained no later than September 30, 2004. If agreement for the purchase of the required property cannot be reached, you will commence eminent domain proceedings including a deposit of funds to support an Order for Possession to have our compensation determined. • It is understood that the City of San Juan Capistrano will pay interest from '6( Z1 D� , 2004 which will be computed on the final compensation for the property described herein. The rate of interest will be the rate of earnings of the Surplus Money Investment Fund and computation will be in accordance with Section 1268.350 of the Code of Civil Procedure. Interest will be computed to and including the date of deposit of compensation. Sincerely, DONAHUE SCHRIBER REALITY GROUP, L. P. a Maryland corporation , as General Partner ACCEPTED: APPROVED AS TO FORM: William M. Huber, Assistant City Manager John Shaw, City Attorney City of San Juan Capistrano • DONAHUE SCHRFBER EASEMENT wi S . WWFt 7 74m.r.`20 peer . } -$f `{1Hg.,CooYthngkes� f;' arft1 g� 00AP..00.-Fasting'SflFifJ$000 - eAGjn b{ kal�a;e 1`J�e T."Us Are ben MtN Tarrgep;.f Descop bn t_ pC D3�, EasF(ng:.�.3.0F1b.^Qpl � - 17 UNE -. 5� �'�EP't'6� Bi�T`a`a�C ::�rVor Be3r•in5> u �iS"j`T� ..�.� - (:losur6' tesislgri>:`i: a Qi7S:52� j9LE 6 fhlT 9REA G ACES 6 t ,ore Enterprises, Inc. tX09 Vrrfi U'trv�lan EM h -CJ4r4 jT1e CA 92B73 JA3 .6fi1 915 _' '9+�9 3 6 - all, D.. MAIM F E . . L 5,. 5037: �. ._.:". ESP_ 7� ,3� �� . � •. +N\ klo'&£riN(Ew-"ix$FF1Bf{:ti�—W.6 0"9.:W02-!1 LC;76m:A kfPla Aetbv,1p,WAAEEM`f3wP�.1!4t X APPENDIX 7 GEOTECHNICAL INVESTIGATION REPORT VEREDA BIKEWAY UNDERPASS SAN JUAN CAPISTRANO, CALIFORNIA Submitted to. The City.of San Juan Capistrano Prepared for J.L. PATTERSON &ASSOCIATES 725 Town & Country Road, Suite 100 Orange, CA 92868. -G � Prepared by GROUP DELTA CONSULTANTS, INC. 92 Argonaut, Suite 120 Aliso Viejo, CA 92656 Tel.(949) 609-1020 Fax (949) 609-1030 ET T A GDC Project No. 1-256 L Jubo, 2001 GROUP July 5, 2001 J.L PATTERSON &ASSOCIATES I 725 Town &Country Road, Suite 100 / Orange,CA 92868 DELTA Attention: Mr. Naren Patel, P.E. CedifW MBE Project Manager GgKyniNl Engiw,�inp Subject: Geotechnical Investigation Report 6.clogy Vereda Bikeway Underpass Hyd-9m." San Juan Capistrano, California - C.Mi Egimrdng - GDC Project No. 1-256 Hy"M Hydmftiio Dear Naren: EnwmmrN/al - - ,. Enrbrm"` We are pleased-to present this Geotechnical Investigation Report for the proposed - Vereda Bikeway Underpass located in San Juan Capistrano, California. This investigation was performed in general accordance with our Proposal No. 100-100 dated September 21, 2000. We appreciate the opportunity to assist you on this important project. Should you have any questions, please call us at (949)609-1020. Very truly yours, GROUP DELTA CONSULTANTS, INC. to �QP9V-AfONq�`� C os V.Amante, P.E. o =' v �m z Kul Shushan, Ph.D., G.E. wNo.C057831 to Project Engineer cc President Fxp.06/30/02 QQpFESS/ON CIVIC �OFCAUF°P ti"4 KULBHUSHM Gi E2 No.GE 0001 M m Distribution: Addressee (5) an E%p.12/31/01 OFC 2291 W 205'"Street,Suite 105—A Torrance,California 90501 A (310)32(F:5100 voice A (319)320-2118 ax Aliso Viejo,Califomia A {949)609-1020 San Diego,California ♦ (858)573-1777 .W.GroupDeltaxom TABLE OF CONTENTS • Page No. 1.0 INTRODUCTION 1 1.1 Background 1 1.2 Project Description 1 1.3 Purpose and Scope of Work 2 2.0 FIELD AND LABORATORY INVESTIGATION 2 2.1 Field Exploration Program 2 2.2 Laboratory Testing Program 3 3.0 SITE AND SUBSURFACE CONDITIONS 3 3.1 Site Conditions 3 3.2 Subsurface Conditions 3 4.0 SEISMIC DESIGN CONSIDERATIONS 4 4.1 Ground Surface Rupture 4 4.2 Seismic Ground Shaking 4 4.2.1 Deterministic Seismic Hazard Analysis 4 4.2.2 Probabilistic Seismic Hazard Analysis 5 4.3 Liquefaction Potential 5 4.5 Other Seismic Hazards 5 • 4.5.1 Slope Instability and Lateral Spreading 5 4.5.2 Tsunamis 6 5.0 DISCUSSION AND RECOMMENDATIONS 6 5.1 Foundation Type 6 5.2 Axial Pile Capacity 6 5.3 Lateral Pile Capacity 7 5.4 Retaining Walls 7 5.4.1 Soil Parameters 7 5.4.2 Bearing Capacity of Footings 7 5.4.3 Lateral Resistance of Footings 8 5.4.4 Static Wall Pressure 8 5.4.5 Seismic Wall Pressure 8 5.4.6 Surcharge 8 5.5 Soil Corrosivity 9 5.6 Minimum Pavement Sections 9 5.7 Scour and Flooding Potential 10 5.8 Post-Report Geotechnical Input 10 6.0 LIMITATIONS 10 7.0 REFERENCES 11 ROUP Lt7!rA 1256-Vereda Bikeway Underpass-Geote hnkal Report.dm --- LIST OF TABLES - • Table 1 Recommended Lateral Pile Capacities LIST OF FIGURES Figure 1 Site Location Map Figure 2 Exploration Location Map -Figure 3 Bridge Plan and Profile Figure 4a Retaining Wall Plan, Right Side Figure 4b Retaining Wall Plan, Left Side Figure 5 Cross Section A-A' Figure 6 Cross Section B-B' Figure 7 Recommended Caltrans SDC ARS Curve Figure 8a Recommended Response Spectra for 95-Year Return Period Figure 8b Recommended Response Spectra for 356-Year Return Period Figure 8c Recommended Response Spectra for-1,350-Year Return Period LIST OF PLATES • Plate 1 Log of Test Borings, Vereda Bikeway Underpass LIST OF APPENDICES Appendix A Field Exploration Appendix B Laboratory Testing ROUP 1756—Vereda Bikeway Underpass—Geote finical Repomdoc aTA GEOTECHNICAL INVESTIGATION REPORT VEREDA BIKEWAY UNDERPASS • SAN JUAN CAPISTRANO, CALIFORNIA 1.0 INTRODUCTION 1.1 Background This Report presents the results of a geotechnical investigation performed by Group Delta Consultants, Inc. (GDC) to provide recommendations for the design and construction of the proposed Vereda Bikeway Underpass. The bridge site location is shown in Figure 1. Our understanding of this project is based on discussions with bridge structural designers at J.L. Patterson & Associates, our review of preliminary design plans for the proposed bridge structure, a review of previous geotechnical reports for the San Juan Creek Railroad Bridge by Schaefer Dixon (1993) and Geomatrix (1996), and review of Preliminary Foundation Report (PFR) prepared by GDC (2001).A list of the references reviewed is provided in Section 7.0. 1.2 Project Description • The project will consist of excavation and construction of retaining walls for the bikeway underpass and construction of a three-span railroad bridge, and a sewer realignment. The existing bike path is present on the north embankment of the San Juan Creek Channel. The proposed bridge for the bikeway will be located about 30 ft north of the existing railroad bridge over the San Juan Creek Channel. The bridge will have three spans of 28 ft each and a width of about 14 feet. The elevation of the bottom of the bridge will be about El. 72 feet and the bike path under the bridge will be at El. 60 feet. The approach of the bike path will have retaining walls on one or both sides. The approximate location of the bridge; the bike path approaches to the bridge, and existing borings are shown in Figures 2 and 3. The proposed construction is to provide access for the existing bike path on the north dike of the San Juan Creek under the railroad. The creek bed is at about El. 55 ft to El. 58 feet in the area of the improvements. Retaining walls with height varying from 0 to about 15 feet are proposed on both sides of the bike path as it approaches the bridge. The proposed retaining wall plans and profiles are shown in Figures 4a and 4b. GROUT' M6—Vweda Bfl ay R Unde as—Geotechnical Re rt.doc po Geotechnical Investigation Report July 5, 2001 --Vereda Bikeway Underpass Page 2 J.L Patterson S Associates GDC Project No. 1-256 • 1.3 Purpose and Scope of Work The purposes of this investigation were to evaluate the physical and engineering properties of the subsurface soils encountered in field explorations, and to provide geotechnical recommendations for foundation support for the proposed bridge structures. Specifically, our scope of work included: • Review of existing geotechnical data, • Drilling two hollow-stem auger soil borings at the proposed bridge site (see Appendix A), • Performing field and laboratory testing of soil samples (see Appendices A and B), • Performing engineering analyses to develop geotechnical data and recommendations for seismic- hazards, site grading, structural backfill, foundation support for the retaining walls, pile foundations for the bridge, and • Preparation of this report. 2.0 FIELD AND LABORATORY INVESTIGATION 2.1 Field Exploration Program The subsurface conditions at the bridge site were investigated by GDC on May 24, 2001 by performing two hollow-stem auger soil borings (GB-1 AND GB-2) to depths ranging from 40 to 61.5 feet below ground surface. The GDC boring locations are shown in Figure 2 and Log of Test Boring (LOTB) sheet in Plate 1. A detailed description of the field exploration program for this project including a boring summary (see Table A-1) and the boring logs are provided in Appendix A. Standard Penetration Tests (SPT) were performed in all the borings to evaluate the density/consistency of subsurface materials. California drive sampler blow counts were converted to equivalent SPT blow counts using a sampler end-area correction factor of 0.67. GROUP ELTA 1256—veredaaikewayurtderpam—G�Ie WwalReportd« Geotechnical Investigation Report July 5,2001 Vereda Bikeway Underpass Page 3 J.L. Patterson&Associates GDC Project No. 1-256 • 2.2 Laboratory Testing Program Laboratory tests were performed on collected disturbed and undisturbed samples to characterize the soils and to develop indices and properties of the soils. Descriptions of laboratory testing program and test results are provided in Appendix B. Laboratory tests performed consisted of • In situ moisture content and dry density, • Atterberg limits (liquid limit, plastic limit, and plasticity index), ` • Grain size distribution test (sieve analysis), • Wash analysis (%passing #200 sieve or fines content), • Corrosivity tests (pH, sulfates, chlorides, and electrical resistivity), • Compaction test (maximum dry density- optimum moisture content), • Direct shear test, and • R-Value Test. 3.0 SITE AND SUBSURFACE CONDITIONS 3.1 Site Conditions The proposed bridge site consists of a raised railroad embankment with an elevation of about El. 76 feet. The embankment is about 3 to 6 ft above the surrounding grade. An existing railroad bridge over San Juan Creek is located south of the proposed bridge. The area northwest of the bridge outside the railroad right-of-way is a City of San Juan Capistrano maintenance yard while the area on the northeast is presently a Vons Supermarket parking lot. 3.2 Subsurface Conditions The`subsurface conditions at the site was evaluated based on the borings GB-1 and G13-2 performed by GDC and existing borings B-18, B-19, B-30, B-21, and B-22 (see Figure 2). The subsurface profile is shown in Sections A-A' and B-B' in Figures 5 and 6. These sections indicate that the soil conditions below EI. 75 feet consist of loose to medium dense silty sand embankment fill to about El. 56 feet. This is underlain by medium dense to dense sand to El. 30 feet. These soils are underlain by dense to very dense sands to about El. —10 feet. Based on boring B-31, bedrock in the area of the bridge is estimated to be at EI. —50 feet. Groundwater was encountered in our borings and previous borings at about the channel elevation of El. 55 ft to EI. 56 feet. Higher groundwater elevation may occur during rainy season FG�ROUP and Flooding of the channel. DBLTA 1256-Vereda Bikeway Underpass-Geotechnical Report.dx r Geotechnical Investigation Report July-5, 2001 Vereda Bikeway Underpass Page 4 J.L Patterson&Associates GDC Project No. I-256 • 4.0 SEISMIC DESIGN CONSIDERATIONS 4.1 Ground Surface Rupture The site is not located within an Alquist-Priolo Earthquake Fault Zone. The closest active fault is the Newport-Inglewood Fault Zone located at a distance of about 8 km to the southwest of the site. This fault is a strike-slip fault and capable of generating a magnitude 6.9 earthquake. No active faults are known to trend towards or cross the site. Therefore, ground rupture due to faulting is not considered a significant hazard at the site. 4.2 Seismic Ground Shaking The site is located in a seismically-active area and, thus, ground shaking due to nearby and distant earthquakes should be anticipated during the life of the bridge structure. 4.2.1 Deterministic Seismic Hazard Analysis We performed a deterministic seismic hazard analysis of the site using the 1*QFAULT computer program (Blake, 1989-2000). The program computes the peak , • ground horizontal acceleration from the "maximum" earthquake on each of the faults found within a user specified radius. The computation of the peak acceleration is based on the closest distance between the site and each digitized fault and a user specified attenuation relationship. For our analysis, we used a 62-mile radius and the average of five attenuation relationships: Boore et al. (1997), Sadigh et al. (1997), Idriss (1994), Campbell & Bozorgnia (1997), and Abrahamson and Silva (1997). The mean value of maximum credible ground acceleration is 0.35g. Based on Caltrans California Seismic Hazard Map (Mualchin, 1996), the maximum credible earthquake (MCE) acceleration at the site is 0.4g.We recommend a peak ground acceleration of 0.4g for design. Since the proposed bridge is located within 15 km from the controlling fault, we recommend a modified Caltrans Seismic Design Criteria (SDC) response spectra for Peak Bedrock Acceleration of 0.4g, Soil Profile Type D and MCE magnitude 7. To account for near-source effect, the following adjustment on the spectral acceleration values was made on the SDC response spectra (see Figure 7) 20% increase for periods equal to or greater than 1.0 second. • No changes for periods less than 0.5 second. ROUP ' Linear interpolations for periods between 0.5 second and 1.0 second. LD M6—Vereda Blk v y Underpass_Geotechnkal Reportdo Geotechnical Investigation Report Jully5,2001 Vereda Bikeway Underpass Page 5 J.L Patterson&Associates GDC Project No. 1-256 • 4.2.2 Probabilistic Seismic Hazard Analysis We performed a probabilistic seismic hazards analysis of the site using the FRISKSP computer program (Blake, 1989-2000) following the Interim Geology Review Guidelines by the Los Angeles County Department of Public Works. We used three strong-motion attenuation relationships, namely, Boore et al. (1997), Campbell and Bozorgnia (1997), and Sadigh et at. (1997). Based on our analysis, the average values of peak accelerations for seismic events with average return periods of 95 years, 356 years, and 1,350 years are 0.18g, 0.299, and 0.46g, respectively. The computed uniform-hazard acceleration response spectra for these design earthquake events are shown in Figures 8a through 8c. 4.3 Liquefaction Potential The soils at the site are primarily sands and silty sands to depths of about 125 feet (El. -50 feet). The soils are medium dense to depths of about 30 feet and dense to very dense below that depth. Bedrock in the area of the bridge is anticipated to be about 125 ft deep. Groundwater is assumed to be at the bed of the creek about EI. 55 feet. • We evaluated the liquefaction potential at the site for the maximum credible earthquake acceleration using borings GB-1 and GB-2. Limited zones of silty sand, about 5-ft thick, between El. 40 ft and EI. 55 It may liquefy under the maximum credible earthquake. Due to the limited thickness and depth of the potentially liquefiable zones, we only expect limited surface settlement from liquefaction. Sand boils as surface manifestation of liquefaction may occur in the channel bottom or at the lowest elevation of bike path under the bridge. We'estimated the amount of settlement that would likely occur if these sand layers liquefied using the method of Tokimatsu and Seed (1987). Our analysis indicates that the liquefaction-induced settlement at the proposed bridge abutments may range from less than 1 inch to 4 inches. 4.5 Other Seismic Hazards 4.5.1 Slope Instability and Lateral Spreading The potential for lateral spreading due to liquefaction is present along the San Juan Creek Channel. The lateral spreading could cause movement of the dike towards the GROUP channel and may cause damage to the dike, bike path, and retaining walls. Some lateral spreading may also occur towards the bike path bridge slopes. We performed DEI T-A 1256- Yereda gike y Underpass-Geotechnical Repoq_doc Geotechnical Investigation Report —July 5, 2001 Vereda Bikeway Underpass Page 6 J.L Patterson&Associates GDC Project No. 1-256 • simplified Newmark analysis and estimated the lateral movement to be on the order 4 to 8 inches. If lateral spreading were to occur, the greatest damage potential would be to the existing railroad bridge and the channel dikes. If the existing bridge and the dikes are not protected from lateral spreading, it may be of limited benefit to design the new bikepath bridge to withstand the effects of lateral spreading. We can provide recommendations to mitigate lateral spreading, if required. . 4.5.2 Tsunamis All low-lying areas along California's coast are subject to potentially dangerous tsunamis. Tsunamis are long-period waves generated primarily from distant and local offshore earthquakes, landslides, or volcanic eruptions. The bridge at EI. 72 feet is well above the predicted run-up for a 500-year tsunami and potential for damage from tsunami is negligible. 5.0 DISCUSSION AND RECOMMENDATIONS 5.1 Foundation Type Due to the presence of loose sands near the abutment and bent foundations, the • bridge should be supported on pile foundations. The soils around the piles may settle up to 4 inches during the maximum earthquake and should be designed for downdrag loads. The approximate abutment and bent design loads are 460 kips and 335 kips, respectively. The bridge may be supported on driven steel H-piles. Due to presence of gravels and potential for hard driving and refusal above the design penetration, we do not recommend driven prestressed concrete piles. 5.2 Axial Pile Capacity Assuming three piles are driven at each support, the total dead plus live load per pile are 155 kips and 115 kips for the bents and abutments, respectively. The recommended pile penetration lengths are 55 It for the bent piles and 50 It for the abutment piles. In calculating our design penetration, we have included downdrag loads from settlement of near-surface soils due to liquefaction. We used factors of safety of 2.0 for static structural loads and 1.5 for seismic-induced downdrag loads. In general, batter piles may be subjected to significant damage and are not ROUP recommended in case the piles are subjected to soil settlement due to liquefaction. LTA 1256-Yereda Bke=y Underpass-GeotechFkar Reportdo Geotechnical Investigation Report July 5,2001 Ver-eda Bikeway Underpass Page 7 J.L Patterson 6 Associates GDC Project No. 1-256 • Therefore, we recommend, that either only vertical piles be used or if batter piles are to be used, the batter should be less than 1:6 (horizontal:vertical). 5.3 Lateral Pile Capacity The lateral capacities of the HP 14 x 117 steel piles are shown in Table I for the free-head and fixed-head conditions for both 1. and 1. and for bridge abutment and bent piles. We used the PILEDIG computer program (Geosoft, 1987) to evaluate the lateral capacities of the proposed HP 14 x 117 steel piles. 5.4 Retaining Walls Retaining walls with heights of up to 15 ft will be constructed for the proposed bike path. We understand that Caltrans standard walls will be used where feasible. We provide the following recommendations for retaining wall design. 5.4.1 Soil Parameters The following soil parameters may be used for retaining wall design: Groundwater Table E1. 55 feet (may be higher during periods • of Flooding in the channel) Unit Weight (Moist) 120 pcf Angle of Internal Friction 30 degrees Coefficient of Friction 0.35 (static without key) Coefficient of Friction 0.45 (static with key) Coefficient of Friction 0.55 (seismic) Active Earth Pressure Coeff., Ka 0.33 Passive Earth Pressure Coeff., KP 3.0 At-Rest Earth Pressure Coeff., Ko 0.5 5.4.2 Bearing Capacity of Footings For footings founded in compacted structural fill on level ground we recommend a net allowable bearing capacity of 3,500 psf. The allowable pressures may be increased by 33% for short-term transient loading conditions. All footings should be supported on a minimum of 2 ft onsite soils overexcavated and recompacted to 95% relative compaction in accordance with ASTM D1557. All footing excavations should be observed by GDC before placement of concrete to verify that the foundation conditions meet the requirements of the geotechnical report. tROUP DELTA C%—Vereda ewaytlnderP fl—_Geotechnical Repomdoc Geotechnical Investigation Report July 5,2001 Vereda Bikeway Underpass Page 8 J.L. Patterson S Associates GDC Project no. 1-256 • 5.4.3 Lateral Resistance of Footings For lateral resistance of footings placed in compacted fill on level ground, we recommend an ultimate passive fluid pressure of 300 pcf. We recommend a sliding friction coefficient of 0.35 for design. Passive and sliding resistance may be used in combination without reduction. 5.4.4 Static Wall Pressure Active earth pressure may be used where walls can move 1/4 inch laterally for 10 It height. We recommend that an equivalent fluid pressure of 36 pcf be used for the design of cantilever retaining walls with level backfill. For rigid walls,we recommend an equivalent fluid pressure of 60 pcf for level backfill. The above values assume non= expansive granular backfill and free draining conditions. The backfill soils should not have fines content (percent passing No. 200 sieve) of more than 35%. Most of the soils along the alignment are granular and will be suitable for fill. In localized areas, clays may be encountered and should not be used as backfill. These pressures assume that adequate drainage is provided in the backfill to avoid buildup of hydrostatic pressure behind the wall. During periods of high floods, the south retaining wall may be subjected to hydrostatic pressures unless specific provisions for drainage are made. • 5.4.5 Seismic Wall Pressure Caltrans standard walls are not designed for seismic lateral earth pressures. Walls normally designed for static loads have performed well in major earthquakes. However, if the walls need to be designed for seismic pressures, they are generally calculated using the Mononobe-Okabe formula. Seismic design recommendations provided in Standard Specifications for Highway Bridges, Section 6.4.3 (AASHTO, 1998) provide that for walls or abutments, which can move horizontally at the top, a seismic coefficient equal to 0.5 times the maximum acceleration may be used to compute lateral soil pressure using the Mononobe-Okabe formula. Using this approach and peak ground acceleration of 0.4g, we calculate seismic pseudo-static pressure of 18 psf / ft of depth. This pressure should be applied as an inverted triangle. 5.4.6 Surcharge Traffic surcharge may be taken as equivalent to 2 ft of additional soil. For other lateral surcharge, we recommend utilizing a horizontal load equal to 35 percent of the vertical load for the cantilever walls and 50 percent for rigid walls. ROUP Lmma 1256-vereda akeway Gndwpaw—Geotechnical ReporLd� Geotechnical Investigation Report July 5,2001 Vereda Bikeway Underpass Page 9 J.L Patterson 6 Associates GDC Project No. 1-256 • 5.5 Soil Corrosivity Two representative samples of the subsurface soils encountered in the project area were tested to evaluate the corrosion potential of soils. The tests included determination of pH value, electrical resistivity, and water soluble chloride and sulfate concentrations. Results of the corrosivity tests performed are presented in Table B-4 in Appendix B. The pH of the soil ranged from 8.4 to 8.6. The water-soluble chloride content was less than 10 ppm and the water-soluble sulfate content ranged between 80 to 450 ppm. The minimum electrical resistivity ranged from 3,800 fo 4,530 Ohm-cm. Section 3-1 of Caltrans Memo to Designers defined a corrosive area as "an area where the soil contains more than 500 ppm of chlorides, more than 2,000 ppm of sulfates or has a minimum resistivity of less than 1,000 Ohm-centimeters." Based on this Caltrans criteria, the on-site soils have low corrosion potential to buried concrete and bare metals in contact.Mth on-site soils. 5.6 Minimum Pavement Sections No R-value data is available from previous investigation. We obtained an R-value of • 47 for one near-surface bulk sample in boring GB-2. We evaluated the minimum pavement sections for asphalt concrete pavements (ACP) using the NEWCON90 program by Caltrans for a design R-value of 30 for the subgrade and traffic index value ranging from 5 to 7. The recommended minimum asphalt pavement sections are summarized in the following table: RECOMMENDED MINIMUM PAVEMENT SECTIONS VEREDA BIKEWAY UNDERPASS Minimum Thickness (ft Traffic Index Asphalt(AC) Aggregate Base (AB) 5 0.25 0.45 6 0.25 0.70 7 0.30 0.85 * Based on design R-value of 30. The pavement sections should be selected based on anticipated traffic and traffic index. In general, earthwork should be performed in accordance with Sections 6 and 19 of the Caltrans Standard Specifications. Any soils used within 4 ft of finished GROUP grade in pavement areas should have a minimum R-value consistent with the pavement design. DUL! 1256-v�edeStk ,aonderpau-Get«rrsicanz"pomd« Geotechnical Investigation Report July 5, 2001 Vereda Bikeway Underpass Page 10 J.L Patterson 6 Associates GDC Project No. 1-256 • Recommended structural pavement materials should conform to the specified provisions in the Caltrans Standard Specifications including grading and quality requirements, shown below: • Aggregate Base (AB) should be Class 2 and should conform to Section 26 of the Standard Specifications. • Asphalt Concrete (AC) for pavement should be Type A and .conform to Section 39 of the_Standard Specifications. Asphalt concrete specimens should be tested for surface abrasion in accordance with California Test 360. 5.7 Scour and Flooding Potential The bridge although adjacent to the existing San Juan Creek Channel is protected . by the embankments and scour should not be an issue for this bridge. During Periods of high Floods in the adjacent Channel, the potential for flooding in the proposed bikeway under the railroad is present. We recommend that adequate drainage devices be installed in the bikeway to prevent flooding. 5.8 Post-Report Geotechnical Input • Post-report geotechnical services will be required during design and construction. It is recommended that GDC review the foundation plans and specifications prior to finalization. During construction, the Geotechnical Engineer should be present to observe the soil conditions encountered during excavation of foundations, to verify the applicability of recommendations, and to evaluate the need for design changes, if construction methods or subsurface conditions differ from those anticipated. 6.0. LIMITATIONS The report, exploration logs, and other materials resulting from GDC's efforts were prepared exclusively for use in designing the proposed project. The report is not intended to be suitable for reuse on extensions, or modifications of the project, or for use on any other development, as it may not contain sufficient or appropriate information for such uses. If this report or portions of this report are provided to contractors or included in specifications, it should be understood that they are provided for information only. GDC's recommendations and evaluations were performed using generally accepted engineering approaches and principles available at this time, and the degree of care GROUP and skill ordinarily exercised under similar circumstances by reputable geotechnical DELTA 1256-Vereda Bkeway Underpm-Geotechnical Report.doc Geotechnical investigation Report July 5.2001 Vereda Bikeway Underpass Page ]I J.L Patterson&Associates GDC Project No. 1-256 • engineers practicing in this area. No other representation, either expressed or implied, is included in our report. 7.0 REFERENCES Blake, T.F.; 1989-2000, "EQFAULT, A Computer Program for the Estimation of Peak Horizontal Acceleration From 3-D Fault Sources," Windows 95/98 Compatible ; Versions, User's Manual. Blake, T.F., 1989-2000, "FRISKSP, A Computer Program for the Probabilistic Estimation of Peak Acceleration and Uniform Hazard Spectra Using 3-D. Faults as Earthquake Sources," Version 4.0, User's Manual. California Department of Conservation, Division of Mines and Geology, 1977, . "Geologic Map of California," Geologic Data Map No. 2, Scale 1:750,000 with topographic contours. California Division of Mines and Geology, 1954, "Geology of Southern California," Chapter Il, Geology of the Natural Provinces, CDMG Bulletin 170. • Geomatrix Consultants, Inc., 1996; "Foundation Pile Evaluation and Review," San Juan Creek Railroad Bridge Replacement, San Juan Capistrano, California," a report prepared for Boyle Engineering Corporation, dated December 30, 1996. Geosoft, 1990, "AXIAUG, Axial Pile and Pier Capacity, A Program for Calculating Axial Capacity of Driven and Drilled Piles." Geosoft, 1987, "PILED/G, Lateral Load Analysis of Drilled Piers and Piles With Internal Generation of P-Y Curves." Meyerhof, G.G., 1976, "Bearing Capacity and Settlement of Pile Foundations," Journal of Geotech. Eng. Division," ASCE, Vol. 102, No. GT3. Mualchin, L., 196, "A Technical Report to Accompany the Caltrans California Seismic Hazard Map 1996," A report prepared by the California Department of Transportation, Engineering Service Center, Office of Earthquake Engineering, Sacramento, California, dated July 1996. GROUP DELTA 1256—Vereda Bikeway Underyaw Geotechnical Repomdac- Geotechnical Investigation Report July 5, 2001 Vereda Bikeway Underpass PageA2 J.L Patterson 8 Associates GDC Project No. 1-256 • Schaefer Dixon Associates, 1993, "Geotechnical Investigation Report, San Juan Creek Railroad Bridge, Reconstruction and Realignment, San Juan Capistrano, California," a report prepared for Boyle Engineering Corporation, dated December 17, 1993. Seed, H.B., Tokimatsu, K., Harder. L.F., and Chung, R.F., 1985;."Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations," Journal of Geotech. Eng. Division, ASCE, Vol. 111, No. 12. Tokimatsu, K. and Seed, H.B., 1987, "Evaluation of Settlements in Sands Due to Earthquake Shaking," J. of Geotech. Eng. Division, 'ASCE, Vol. 113, No. 8. • ROUP 1256-Vereda Bikeway Underpass-Ge to hnfcal Reportdo DELTA TABLES TABLE 1 • RECOMMENDED LATERAL PILE CAPACITIES VEREDA BIKEWAY UNDERPASS FREE HEAD FIXED HEAD Pile Lateral Deflection Max. Depth Deflection Max Type Load Moment to Max. I Moment (kips) (inches) (kip-ft) Moment (ft) (inches) (Idp-ft) AB(IT. PILES: HP 14 x 117 (Srong Axis-lxx) 10 0.11 35 6 -- _ 20 0.36 91 7 0.08 -85 30 -- -- - 0.16 -131 40 1.30 223 9 0.27 -191 HP 14 x 117 (Weak Axis-lyy) 10 0.22 34 5 - _ 20 0.78 85 7 0.16 -71 30 - -- - 0.35 -121 40 2.83 209 8 0.59 -176 • BEFIT PILES: HP 14 x 117 (Srong Axis-hx) 10 0.21 36 4 - - 20 0.71 121 9 0.15 -99. 30 - - - 0.30 -166 40 2.23 301 11 0.47 -237 HP 14 x 117 (Weak Ms-lyy) 10 0.46 45 7 - _ 20 1.55 109 9. 0.34 -93 30 3.19 191 10 0.67 -154 40 - - - 1.06 -219 dotes: I. Deflection or nmlmum bending moment may control the design lateral capacity. 2. Tabular values are for single pile,level ground conditions,and minimum pile penetration of 30 feet. 3. Factors of safety of 2.0 for deflection and 12 for maximum bending moment are recommended for sustained loads. GROUP 4. For ultimate seismic load,a Iowa factor of safety may be used. n 5. The fixed-head condition assumes moment transfer capacity at the pile head Is present. FIGURES • 1� t .6 i` r - a7 n1 •_� ''•V m•sc - O f �`% [Sbt 1. �� T'S�'♦ a .g`! ' ..`. 6 ' r g t '�• � �• .� ells O - rry t•,� / San J an H,IIS- '�. n Capistr 7W 'r'j v �} Counby Club PRO✓E T Trader >: Y } ._ i 4 '♦ .�. - - Trailer ParkY�,— 'j; _I t EQY_ well ;4Wtic Trailer Park , . j ti al /.4 aJl'7 ipWpp`1 r`� � ilii. 6P2 i I y railer. - r �� f ark a 7. "¢. . S' {/ ...�I ��_.,. � (. kms/ i !'i�✓ N� �� AN the base map is from the USGS 7.5 minute ' ` Son Juan Captshano and Del Mar CoK Quadrangles Appfox Soale 1 :24=0 ...,t,v ur GDC Project No. 1-256 Vereda Bikeway San Juan Capistrano, California 71 Site Location Map DELTA 'Figure i -� low JS 'QF�G CITY � •,•, MMNT G ' �. �\ r EXIST e 6 ��''� �'� 12/2 B ✓� - V., \ 920 \� �TP-18 �.,a., Vons Rot M I4i' LEGEND B-2s Location of existing boring GROUP GDC Pro'ect-No. 1-266 TP-19 " - Location of test pit Q vereds Bikeway. San Juan Capistrano,.California GDC-2 Exploration Location Map Location of GDC boring DELTA Fig re 2 I AA IgVE E&SrA a 6t1}. I L-VA eM0 E ICIROtM( fl)6.)Y ^ ron EeRLrr awes � • I so I . so i e r 70 70 q •_ .... r .._._ a ... ...:...... .. .��..... .e __- ..uazu._....�'. ------ ............._ _ u..s . - . - tla.Eu ' B Ri ebz . _ ._ - .. EL G&V sa � .. __ s 50 ` 50 1.00 2.00 3•00 ZC 4.00 5.00 6.00 6.50 ' BIKEWAY ELEVATION o`er ae MTV% CURVE TABLE ``"tel [Il51LIG qIA sle}009 gyEur R iRSY N0. R T EISIW UCIA R/N 4rAYpW ry [l 6t$]- I //'�/,i ,)' O #']YGf �` SIA 9.Y9.S3 IfIRgH{IRLP yp l 1 7737 mm f/:� of .� i�,+ IRAa llrixaxv O .iorsrm wom n.» MroRy `so 0 l" p TY M Op .%`• a t.,�� L"6oTwx l.xr O o-zR's.• ne u• siav (mr a•sssto LK MMA SArfR Vt . i r•' / meRµosio M¢E-. LOT OESCMSO -7 Ll �\ YE1ER/M `% ,� prol eN 9AC ,, eR rzx¢ PW WRA 5 Figure 3 - -=v— oo •„ �i Lmx loedu um na a rauo'iml A �- t [SI®Ti M n901 FNR AW NW - MT. Too RHROq - 5' 0 s' V FPL5µ CREEK PLAN M rcxn LxA=lec scar �r.s' A CITY OF SAN JUAN CAPISTRANO •L '^""�°"`•'^syn VEREDA BIKEWAY UNDERPASS RRAnrm C-01 1 mreua. PLAN AND PROFILE e LV O.i[ [NE AS SHOWN q y■( /-'0' rampwl saw wu NORQONTALCURY IF I E06tI1Ci Ml L t3 • p& J np L.'6Vw sro n.W•L3W-0 1q A.wA sro mm nu �I a 1p• 4 a� k� NO. A N '..,T M KO LxgW sm eRxL :. Yl D 2 1•t i �T� " s}I.A••'V'°° lar np rtxv•ezmu w 6 i •i is}e w Of r KTAM, eft- iYc >yym. _ Js .;,qpr @' g M q`W y:'xwC XA1 kC 5)4.. O Y 0.11f• .bJ.tO' qV6 SL04 wfil IXgrvcA 1s400 F�AV,I.mM� � � ,w.L „ �-�_` x lf•y1,L} TQa 4yL�4r},gP�rL4. ; / 2.00 IMINs 11 nm malragr cut-xgxa `-i p0 OEM a Asc a F�LRAr IASL PLAN-RETAINING WALL(LEFT) I.00 S�sa,:r* _ wL[:r.}n 5.OD V� . 6axru 1 - C..,I nleA,.0 _ -6.00 . 0.00 _J s m 0 m - .la S A E B E eo Ic a' Edid io Dn e „5 tz 'x A VO "• 4 JOA, go., 511M - •S / VERTICAL CURVE TABLE - 1 lov ar roollq 4 II.H r3lsao sL1aA4 41619Cr rPolrq SIEV \`d _ x IRMI Cr wxL Ib, lx SN m Pfp MVA SIp%N Ln-I ISM IQ J. Jf — 4 I, / 4 SSJJ EL 6]L,a ..� 'a O e014 SI)Y -111.5p fS.116.{3 Rein _ ]I•m xJ Iy.3{ [L rom 0.roJ} 4 6Ln I O 30ptl i}lz �L.IQ r1w'Al FD JI pEA SIA,•3L6 [VJI 11M pwA liD n.W O 64b -NJQLNY m-0• 30'-a 33'C 2Y-O. IY- 6n-1(rYOJ 3,-m HI El 6}p SI.L SQIJ, IrY rf lrglxG nM Sl }ym }.b3 3JQ e•m In¢sen ZY-0• 35'-0'M•P A'P µ .- MQ• V -3• ' ' iW' 33'w SO'-4 Ni NY M!' l' O Iw 1JQ OAST ' X. N,'. 03� w LEKIN fr L1R!{6 SY Tmx JBWI Im M . 8� n � n � F � s � 9 e a • ` n Figure 4b 0.00 F00- 2.00 3.00 4.00 5.00 fi•DO - .MYyy]P.aV�O�jIr�6Q xfAt�Gggt SCJP r•JI` ELEVATION-RETAINING WALL(LEFT), s E: xalez rm ' RRt RS• - Kp1:W.V1K SCNF: r.y .. .Qe<a... CITY OF SAN JUAN CAPISTRANO VEREDA$IIFEWAY UNDERPASS uuRxO,p pnaox ELEVATION-RETAINING WALL C-03 -i i Y PIJw A"!MgmR.�R.m LEFT SIDE Rtv6gx 4aL:xo. _ SCxf AS SNOVJN IND"MIAMI M . fA6)RCI iSI 1 ai*At - E0.1M:A[4F MS, • � aP MIA S)0 RM•60.1 1 • 2.00 - _—_ _ - 4.Op • v"WOLU"IMMIX" fENIFR LN _$ :J - K K¢xAr 1.00 / 5.00 a: xu. ] 6.00 y S FWTM THE rtrN - 0.00NN6'asIn a q y S: _—_—_—_—F� _ ` _ _ S\'v0'A 4�2¢N V•P. 9%IN� yg Lp6)RLCi r9S 1 ai-IINL 8 9C yRN lm SIT Si •? :$Y aR MyA 3)O KM.1.1 2 ry sw�ffi..w' �, g8 Su 5IS.sI f93NA_y arAL(Q HORIZONTAL CURVE TABLE' g gk3 [w Awa]yNL ' I]A f.m,ry Ki MILL La N0. p R l - T w: 9A B." eN[MAY,)10 PLAN-RETAINING WALL(RIGHT) O KI Ki/NI3 ylt 6.5f'A' a. 8,,w .,or - SGIE:1M KIM AOtp y.¢} Oe•3Ym Ip531` )L¢o' ]S.eT E 0 M S, G :• � a � 7E C` e � e�� waxc scx.n r.ln 8 A ` d.Fa sd »z :8 `q .1 Vag - - G ---- [rsi uwlRo g b IT - --- tlYs�yy. €dz'^"s-dna `r1I�III/_� VERTICAL CURVE TABLE )U d v o v1= m i ¢)a11 ¢191 W. ii o1 ¢] ,SJI I.sR¢xF `�. d t d i ..tm IrTV. R fees N IRP1I.ff 11NL OO SaW R 619 R 6131 `� R 61.e9 iCF ff EM1MC 1)WI O ]S W •63C -171i RR=IffrINM SIM R"I'SR6N6 R 0.M p 6}A1 © ]¢W '..III er lt' NVR 6537. R M.UI ¢59.0 I N6 NI• NS © raW .SW NlN 16Pm tt IWM IM) R 56.9 SIA 3P .48 ]P9 MV 0.6213 fYP JS MIMRx 510 OE 10.E0 N.f9 93)C aM 691IrYM N[I LN s6W PI)I[i(IO R1P N6P1 M'R 5910 a, YAO YY 50 9N Rsi34 O "W 047. •oAK' 50 ]5'-Y }5'.Y ]6'9• b-P ]s'4 3¢P 3V4 16'-0• 3Y-P 3C4 ltl-0• } F NI' NC NS' M@ KY NT ]FO M N•T/ N•V N-p Me' }M)M 6!MI(6 flY[19LN IHWi 1w. §d r 1 .. Figure 4a.. 0.00 1.00 - 2.00 3.00 4.00 5.00. 6.00 6.50 - b]V K o b W v ELEVATION-RETAINING WALL(RIGHT) s® scxo ICI[ I. r T,dVPIC scILR r s' YD1I rs• CITY OF SAN JUAN CAPISTRANO CWT )W. •. ..a... .:•op 9R... VEREDA BIKEWAY UNDERPASS oxA.xa w._ C_04 ELEVATION-RETAINING WALL ¢ NE 69N "u��i`1�"' a•-a. .,.. "°° RIGHT SIDE uswvila Aw scALE SIS SHOWN PLATES • D ' PLAN RE 1pl + ��I Xu 1'-1.r wM.l Nm,nw.w u..<.R1 11c.tlem. . \ — afllhYNM1 A IY SUIJ. ,aC a ..w r., rtaow.a,ma: a 11.11 3 9l SuMe 140' f.Y' 1.°A ]0' °� ew.waw.m,e. :UR, t SPi gowwnl.—99 .1 0.al .m/Ik6mllm Iae1y al 11 a�l 1 !1 1 y — - L • { __.w - � 60 0 r 5, SO E ILI,11 1 11 N. 1 )i 1 11111 1 PROFILE v .o o s ao 4.w ono o.w m.w Sd1E 1-.to ME stANON NUMBERS.mN4 car MUBuo 1111° PLATE CITY OF SAN JUAN CAPISTRANO waaN.i Na M—.. ..,.. .n CITY OF SAN JUAN CAPISTRANO VEREDA BIKEWAY UNDERPASS "1V5pM1XQ LOG OF TEST BORINGS APPENDIX A FIELD EXPLORATION APPENDIX A • FIELD EXPLORATION A.1 Introduction The subsurface conditions at the project site were investigated by Group Delta Consultants, Inc. (GDC) on May 24, 2001 by performing two soil borings (GB-1 and GB-2). The borings were drilled to depths ranging from 40 to 61.5 feet below ground surface. The boring locations are shown in Figure 2. A summary of the soil borings is presented in Table A-1. A.2 Soil Drilling and Sampling The borings were advanced using CME 85 Hollow-stem Auger (HSA). The borings: had a hole diameter of about 8 inches..Bentonite mud was used in the boreholes.to prevent caving. The borings were performed by A & R Drilling under a continuous technical supervision.of a Group Delta field engineer, who visually inspected.the soil ' samples, maintained detailed logs of the borings, interpreted stratigraphy, classified the soils, and obtained relatively undisturbed Modified California (CA) drive'samples, as well as Standard Penetration Test (SPT) samples at about 5 feet intervals. The soils were classified in the field and further examined in.the laboratory in accordance with the Unified Soil Classification System (see Figure A-la). Field classifications • were modified, where necessary, ark the basis of laboratory test results. Relatively undisturbed soil samples were obtained using 3.25-inch outside diameter sampler lined with brass rings, each 1-inch high and 2.42-inch inside diameter. The ring and tube samplers were driven with a 140-pound hammer dropping 30 inches. In addition, Standard Penetration Tests were performed in accordance with ASTM D1586-82 using a 2-inch outside diameter and 1.38-inch inside diameter split-spoon barrel sampler. The SPT sampler was driven with a 140-pound safety hammer released with automatic release dropping 30 inches. The Standard Penetration Test consists of counting the number of hammer blows it 'takes to drive the sampler 1 foot into the ground. SPT blow counts are often used as an index of the relative density and resistance of the sampled materials. The blow counts obtained by driving the ring sampler can be converted to equivalent SPT blow counts using a multiplication factor of 0.67. Pocket Penetrometer tests were also performed on cohesive soil samples to determine the.undrained shear strength of the soil. The results are presented on the boring logs. Detailed logs of the soil borings, including blow count data and in-situ moisture • content and soil density are presented in Figures A-2 and A-3. Laboratory tests performed, other than themoisturecontent and dry density determination, are • shown on the boring logs in the column "Other Tests". Descriptions and result summaries of laboratory tests performed are provided in Appendix B. TABLE A-1 SUMMARY OF BORINGS VEREDA BIKEWAY UNDERPASS Exploration Station Offset• Ground Exploration Groundwater Remarks No. No. Surface Elev. Depth Depth . ftft.MLLW) ft (ft) GB-1 10+53 36 RT +70 40 15 Terminated due to caving GB-2 9+70 27 RT +75 61.5 20 •Measured from the railroad centerline - - - r KEY FOR SOIL CLASSIFICATION FRIUMMMIWO Iloilo 1111 GROUP PRIMARY DWISIONS SYMBOL SECONDARY DIVISIONS new aww¢ 'GW We6graded gravel,gavel with sand,lige or no fines GRAVEL GP Poodygaded gravel,gravel with sand.kde a mares $9 IY a vO.' '".B xaNnl wnrawv¢ GM SAY gravel.silty gavel with sand.sky anaplastic fines GC Clayey gravel.dayey gravel with sand.clayey or Plastic hrec E! a.riut soca SW Wel-graded sand.sand with gravel,Mtle or no fines a� SAND 6®w„ax w1 - SP Poor"reded sand,sand Wklt gavel,Agit or no fins i i vnrrauo SM Silty salt,sky,sand with gavel,silt or nonplastic bras pa.n.,rrx wt SC Clayey 33T4 dayay sand with gavel,dryer a paas.I. SILTS AND CLAYS ' ML Inrganie slit.sandy Sq graver skl,or dayey SM with low paslidly - j (Li limit ass man 50) CL Inorganic day of W.to ntedkmt Dasficky,sandy day,gravelly my,aid day.Lean Cay OL Law to nled'arm pastisky SW or Clay with significant agaric wheat(vegeakve mala) SILTS AND CLAYS - MH aaganic easkc sq sandy sed,gavelly ith,or dayey$11 of median No high plasticity _ (Liquid Umk W or roam) CH Inorganic day of high Paskdly.Fal Cay OHMedan a Ngh pasRMyb a SClay with significantaga*conlaa(v"eakve Matta) .. HIGHLY ORGANIC SOILS n Peat or oma Npdy organic sods Note:Dual synbeN as mod for coarse gained Saks with 5 to 12%fines(ex:SP-SM).and for sok wkaAkerberg LAMA bang N the CL-ML banal In tha Plasticity.Chart _ Bordedsro classMa:ations between Wolds may lie hdicaled by Iwo symbols separated bra slash(":QICN.SWMW). 1 COARSE GRAINED SOILS FINE GRAINED SOILS - BIOWCOUnt Blowcounts Undrained DRY-Absence d ta moise.dusty,dry m much ude - Shear MOIST-Dar P but no visible water SPT' - Consistency SPT' Consistency- 0 -Veba bee water.muakysoil is below water blob (CAL)2 - (CAL? - Strengths.S. - - (its 2 a Very Soft <0.25 04 (00.6) Very Loose 0.25-0.50 (Se Soft CONSISTENCY NOTES:540 .. (7-16) Loose Firth 0.50-1.0 - 1.Number of blows as 1404b.aamer falling 304nd)es a drive 24oCh 0.0.11.375 inch LD]SPT Samoan IASW D-151151 thernaf 72Yldras d*Wbm AWMia.Dense 1}5 SUR 1.0-1.5 2.Number of blows d a 1404b.ham faling 30 Wm b drive a 34ndi OD.(242- dr LD.)Cablornis Raw Sampler the SW 124Khes of ddvirm F (4676) 16410 3.thdaaed shear strength dpReq cohesive soils predicted"a bba wcara is Dense (z Very Stiff 1.5-2.0 generally unreliable.Whets Prisma,consistency chola be based m S,data born pZSj Very Dense >31 >2.0 Pocket penebanear,to ane,or abo awry testing. 45 Hard Grain Size Classiftcatfors SAND GEL CLAY AND SILT Fine Medium Coarse Fine TCgarse COBBLES BOULDERS mswn —il No.MI No.QI No.101 No.41 3/4-1 WI 12" `aehsbem —> 0A75 0.425 2 4.76 19.1 762 304.11 PLASTICITY CNART Classification of earth materials shown On the logs is based On field inspection and should not be construed to imply laboratory analysts unless an stated. 6o Granular Soil Gradalmn Parnmet 50 Coefficient of Uniformity. Ca=Vw y D10 . S — Coefficient of Curvature: Cc=(Daaf I(Dao x Dag)) 40 D1o= 10%of the soil is finer than this diameter z Dm= 30%of tl10 sod is finer than alis diameter 30 Dao= 60%of the cog is fuser than this diameter y n20 w, Grow SYMbd Gradation or Pastklty Reouaement 10 'ca o` SW C,>6 and Cs between 1 and 3 lar a GW Ca>4 and Cs between i and 3 o GP or SP Clean gravel or sand not meeting requirement for GW a SW 0 20 w W so 100 GM or SM Plots below-A'Line on Plasticity Chart or PI a 4 LIQUID LIMB,LL GC or SC Plots above'A Line on Plasticity Chart and PI>7 Metric Unit Conversion:1"=25.4 mm, T.0 ksf=47.68 kPa - Group Delta Consultants,Inc-. - - - - FIGURE-A-la- LOG OF TEST BORING PROJECT NAME PROJECT NUMBER BORING Vereda Bikewa unde ass Project 1 1-256 LEGEND SITELOCATION START FIMSFI. SHEETHO. n Juan Capistrano,Califomia 1 Of 1 NG COMPANY DRILLING METHOD LOGGED BY - CHECKED IBY DRILLING EQUIPMENT BORING DIA(in.) TOTAL DEPTH(K) GROUND ELEV(iL) DEPTHIELEV..GROUNDWATER( � lna SAMPLING METHOD - NOTES O LU Zw Z F.azo' Nc �y � n. Z w r z I-'c a-l7 DESCRIPTION AND CLASSIFICATION CUL,J NO Win' 2— w N Y� - \ w J Q ZWm �} W- Q O w N W a� IL (L GRAB,CAL,SPT-Refers to Me.sampling method as described below 5 1 GRAB-Refers to collecting,sample by method of placing disturbed soil cuttings into a plastic bag - 10 2 _ CAL(CALIFORNIA MODIFIED)-A.3.0"o.d.split tube sampler lined vAth 2.42"Ld,metal sample rings generally driven Into the soil by a free falling hammer . • 15 3 - SPT(STANDARD PENETRATION TEST)-A 2.0"o.d.split spoon sampler with a 1.375"Ld.generally driven into the soil with a 140#hammer free falling a height of 30" 20 ABBREVIATIONS FOR OTHER TESTS: AL=Atterberg Limits GS=-Grain Size Analyses CN=Consolidation PP=Pocket Pen CO=Corrosmiy, RV=R-Value CP=Laboratory Compaction WA=Wash on#2DO Sieve DS=Direct Shear 25 30 GROUP DELTA CONSULTANTS; INC. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. SUBSURFACE CONDITIONS MAY DIFFER AT OTHER 92 Argonaut, .SU.Ite 120 LOCATIONS AND MAY CHANGE AT THIS LOCATION FIGURE A-1. _ WITH THE PASSAGEOF TIME. THE DATA ----- M PRESENTED IS A SIMPLIFICATION OF THE ACTUAL Aliso Viejo, CA .926556) CONDITIONS ENCOUNTERED. G OF TEST BORING PRGdEGT NAME ROJECT NUMBER BORING [LO ,-,erpass Project I-256. GB-1 SITE LOCATION - START FINISH SHEET NO. man Juan Ca istrano, California 5/24/01 5/24101 1 of 2 WCOMPANY - DRILLING METHOD LOGGED BY CHECKEDay D:rilli Hollow Stem A er C.Amante DRILLING EQUIPMENT BORING DIA On.) TOTAL DEPTH(R) GROUND ELEV(R) DEPTWELEV.GROUNDWATER(IL) CME 85 8 40 70 1 15.0155.0 SAMPLING METHOD - NOTES Hammer.140 lbs. Drop:30 in. 0 L:) a z oo� W 9 z � I z� h W 0. ag y o o e r w v�! Y v a J DESCRIPTION AND CLASSIFICATION �. ui co wWm E OI- ¢ O N. B.�,.. o Ipmmm V As half and Base FILL(M Silty SAND(SM), - loose to medium dense fight brown moist B-1 — 8.0 CO 28 ALLUVIUM(Qan:- DS Silty SAND(SM).. GS medium dense,yellow.brown,mast,fine grained 5 ' 65 D-2 '12 91.2 20.6 Poorly Graeed SAND(SP), 10 medium dense,yellow brown,moist,medium to coarse grained S-3 15 — 2.7 WA 4 Silty SAND(SM), loose to medium dense,yellow brown,moist to wet,fine to 15 55 F medium grained D-4 9 103.8 10.4 - WA -13 20 50 - ::. ,•• Well Graded SAND w/Gravel(SW), medium dense to very dense•yellow brown,wet,medium to .S-5 80 — 13.9 GS 3 �• '� coarse grained Gad. 25 5. c:•:•D S-6 27 — 15.1 WA 3 '•CIti Color change to gray d :a 30 40 a lV'v S-7 95 — 12.3 WA 2 o:•D Q;4 T C. THIS SUMMARY APPLIES ONLY AT THE LOCATION GROUP DELTA CONSULTANTS, IN OF THIS BORING AND AT THE TIME OF DRILLING_ SUBSURFACE CONDITIONS MAY DIFFER AT OTHER 92 Argonaut, Suite 120 LOCATIONS AND MAY CHANGE AT THIS LOCATION FIGURE A-2 a WITH THE PASSAGE Or-TIME. THE DATA HL+LTAI - - - PRESENTED IS A SIMPLIFICATION-OFTHE ACTUAL Aliso Viejo, CA 92656 CONDITIONS ENCOUNTERED. LOG OF TEST BORING PROJECFNAME PROXCr HUMBER BORING - Vereda Bikewa Underpass Project 1-256 GB-1 SITE LOCATION - START IFtNISH- _ SHEET NO. Juan Capistrano, California 5/24/01 5/24/01 2 of 2 G COMPANY DRILLING METHOD LOGGED BY CHECKED BY rillina Hollow Stem Au er C.Amante - - DRILLING EQUIPMENT BORING DIA(in.) TOTAL DEPTH(IL) GROUND ELEV(IL) DEPTIVELEV.GROUND WATER(R.) CME 85 8 40 70 T.15.0/55.0 SAMPLING METHOD NOTES Hammer.1401bs. Drop:30 in. 0 RO Z V5w Wu+ Y cVQ DESCRIPTION AND CLASSIF- ICATION on (n F - o Wv In Wwm UIw w a a IL No sample recovery due to caving - 40 30 Boring Terminated at 40 feel due to caving Groundwater encountered at 15 feet" - Soring backfilled with excavated.sclls and patched wlth - cold- fx asphalt 45 25' 50 20 55 15 50 10 65 5 GROUP DELTA CONSULTANTS, INC. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. SUBSURFACE CONDITIONS MAY DIFFER AT OTHER 92 Argonaut, Suite 120 LOCATIONS AND MAY CHANGE AT THIS LOCATION FIGURE A-2 b WITH THE-PASSAGE OF TIME. THE DATA DELTAIAfiSO Viejo, CA 92656 CONDITIONS ENCOUNTERED-TION OF THE ACTUAL LOG OFTEST BORING PROJECT NAME PROJECT NUMBER BORING Vereda 13ikewa Unde ass Pro ed 1-256 GB-2 SITE LOCATION START FINISH SHEET NO. So n Juan Capistrano,California 5/24/01 5/24/01 1 0( 2 G COMPANY _ DRILLING METHOD LOGGED BY CHECKED BY D 'Ilio Hollow Stem Au er Q Amante DRILLING EQUIPMENT - BORING DIA(la) TOTAL DEPTH(1L) GROUND ELEV(1L) DEPTWELEI/.GROUND WATER(R) CME 85 8 61.5. 75 20.0155.0 SAMPLING METHOD NOTES - Hammer. 140 Ibs., Drop:30 in. 0 z a o Z > r z O z ods`' ~ Ir Ky x to U ., M j n a a4 y'� w =y z w 9 a O DESCRIPTION AND CLASSIFICATION a w E I-iI- O.- t- x�• W w N aWW O 0 a a e - 3'As halt and Base - FILL Ian: Silty SAND(SM)w/Gravel, loose to medium dense,brown,moist,One to medium grained 8-1 — 6.3 CO 16 � GS RV 5 - 70 PoorFy Graded SAND wISOt and GrivN(SP SM)- — D-2 . 8 93.5 5.2 WA 10 - loose to dense,brown,moist line to medium grained 10 65 S-3 50/5" — 6.1 WA 8 - d. 15 60 S-4 5 — 2.1 GS 2 Poorly Graded SAND wlSilt(SPSM), loose to medium dense,yellow brown,moist to wet,medium to coarse grained 20 55 D-5 .40 106.8 10:3 DS '12 WA 25 50 S-6 15 - — 16.0 WA -8 Color change to gray 30 45 S-7 30 — 12.7 WA 12 ——— SiSAND(sM), medium dense,gray,wet fine to coarse grained GROUP DELTA CONSULTANTS, INC. THiSOFTHISSUMMARYAPPLIBORINGANDAT THE TIME THEONLAT THETIMIME OF OF LOCATION DRILLING. SUBSURFACE CONDITIONS MAY DIFFER AT OTHER 92 Argonaut, Suite 120 LOCATIONS AND MAY CHANGE AT THIS LOCATION FIGURE A-3 a WITH-THE PASSAGE OF TIME. THE DATA LDEIL-T- AIiSO Ielo, CA 926756 CONDITIONS ENCOUNTERED. OF THE ACTUAL V OF TEST BORING RIECT NAMIE PROJECT NUMBER BORWG-- Vereda Bikewa Unde ass Project 1-256 GB-2 ATION START FINISHSHEETNO:an Capistrano,California 5124/01 5/24/01 2 of 2 (01G COMPANY DRILLING METHOD - LOGGED BY CHECKED BY" Drilli Hollow Stem Au er C. - DRIWNG EQUIPMENT BORING DUL(in.) TOTAL DEPTH(R.) GROUND ELEV(R)- DEPTHIELEV.GROUND WATER QL) . CME 85 8 61.5 75 T 9001550 SAMPLING METHOD NOTES - Hammer i40 lbs. Drop:30 in. 111 z o z } �N a ' 0 j m - h 3r In - w (`1Ta N a tut; "z g a - DESCRIPTION AND CLASSIFICATION W Ui �_ �v Ot- fn UV �J p W co WWm IX `L Q O" - 0 SS - 27 - 13.9 WA 16 - 40 35 - - S-9a 11 - GS 19 1:0' " --------------- ------- -_------- --- Silty CLAY(CL). -'_---- - S-9b - 21.2 WA 85 - stiff,gray,wet _ ' Poorty Graded SAND w%Silt(SPSM), medium dense to dense,gray,wet,fine to coarse grained 45 30 D-10 - 32 101.0 21.3 WA 9 - • 50 25 S-11 16 - - - 20.3 GS 3, 55 20 5-,12 28 - 12.2 WA 12 60 15 S-13 36 - - 16.8 WA 12 - Boring terminated at 61.5 reef Groundwater encountered at 20 feet Boring backgged with excavated softs and patched with cold-mix asphalt 65 10 GROUP DELTA CONSULTANTS, INC. TOFTHISSBORINGANDATTTHETQ.EOF wNGG.. SUBSURFACE CONDITIONS MAY DIFFER AT OTHER - 92 Argonaut, Suite 120 LOCATIONS AND MAY CHANGE AT THIS LOCATION FIGURE A-3 b WITH THE PASSAGE OF TIME THE DATA — - :i - - _- RESENTED IS.A.SIMPLIFICATION OF THE ACTUAL f�T� Aliso Viejo, CA 92656 CONDITIONS ENCOUNTERED. APPENDLX.B LABORATORY TESTING APPENDIX B • LABORATORY TESTING B.1 Introduction Relatively undisturbed Modified California drive samples and Standard Penetration Test (SPT) samples were carefully sealed in the field to prevent moisture. loss: These samples were then transported to our geotechnical laboratory for examination and testing. Tests were performed on selected samples as an aid in.classifying the soils ` .and to evaluate their physical properties, engineering characteristics, and identify specific contaminants that may be present in the soil samples, Details of the laboratory testing program and test results are discussed in the following sections. All tests were performed in general accordance with appropriate.American.$ociety for Testing and Materials (ASTM) Test Methods and. California :Department. of Transportation (Caltrans) Test Methods (CTM). Brief descriptions of the laboratory testing program and test results are presented below. 13.2 Soil Classification The subsurface materials were classified using the Unified Soil Classification System . (USCS) in accordance with ASTM Test Methods D2487-85 and D2488-84. The soil • classifications are presented on the boring logs in Appendix A' B.3 Moisture Content and Dry Density Moisture content and dry density,were determined for selected samples. The drive samples were trimmed to obtain volume and wet weight then were dried in accordance with ASTM D2216-71. After drying, the weight of each sample was measured, and moisture content and dry density were calculated. The moisture content of selected SPT samples were also determined. Moisture content and dry density values are presented on the boring.logs in Appendix A. BA Grain Size Distribution and Fines Content Representative samples were dried, weighed, soaked in water until individual soil particles were separated, and then washed on the #200 sieve. The portion of the material retained on the #200 sieve was oven-dried and then run through a standard set of sieves in accordance with ASTM 13422-94. The results,of grain size distribution tests performed are graphically shown in Figures B-1 and B-2. The relative proportion (or percentage) by weight of gravel, sand and fines (silt and clay) are determined from Figures B-1 and B-2 and summarized in Table B-1. Fines content or percent passing #200 sieve were performed on selected samples. The fines content is an important factor for evaluating the liquefaction potential of sandy • soils. The test results are presented on the boring logs in Appendix A. B.5 Compaction Test Compaction testing was performed on a representative bulk sample in accordance. with ASTM D1557 in order to evaluate the maximum dry unit weight and optimum moisture content for the material tested. The test results are summarized in Table.B-2. B.7 R-value Test R-value tests .were performed on selected samples of the subgrade soils encountered in areas where traffic lanes are to be constructed. The tests were conducted in general accordance with CTM 301. The test results are summarized in. Table B-3. B.8 Corrosivity Tests Selected samples were tested for corrosion potential and included soluble sulfate content (CTM 417), soluble chloride content . (CTM 422), minimum electrical -resistivity (CTM 643) and pH. The test results are presented in Table B-4. • 9.0 Direct Shear Test To determine the shear strength parameters of the on-site soils, direct shear tests were performed on selected in situ and remolded samples in accordance with ASTM D3080. After the initial. weight and volume measurements were made, the sample was placed in the shear machine, and a selected normal load was applied. The sample was submerged, allowed to consolidate,.and then was sheared to failure. Shear stress and sample deformations were monitored throughout the test. The process was repeated under two additional normal loads. The test results are presented in Figures B-3 through 5-6. B.10 List of Attached Tables and Figures The following tables and figures are attached and complete this appendix: Table B-1 Summary of Grain Size Distribution Test Results Table B-2 Summary of Compaction Test Results Table B-3 Summary of R-Value Test Results Table B-4 Summary of Corrosivity Test Results Figures B-1 and B-2 Grain Size Distribution Test Results • Figures B-3 through B-6 Direct Shear Test Results • TABLE B-1. SUMMARY OF GRAIN'SIZE DISTRIBUTION TEST RESULTS VEREDA BIKEWAY UNDERPASS Boring Sample USCS Gravel Sand Fines No. Depth Soil Content Content Content feet Type % . % GB-1 1 -5 SM 8 64 28 GB-1 10- 11.5 SP - - 4 GB-1 15-16.5 SM 13 GBA 20-21.5 SW . . 15 82 3 GB-1 25-26.5 SW 3 GB-1 36-31.5 SW 60 39, GB-2 1 -5 SM 17 67 16, GB-2 5-6.5 SP-SM ]0 GB-2 10-11.5 SP-SM - 8 GB-2 .15-16.5 SP-SM 2 96 2 GB-2 20-21.5 Sp-SM - 12 GB-2 25=26.5 SP-SM 8 GB-2 30-31.5 SP-SM . 12 GB-2 35-36.5 SM - 15 GB-2 40-41 Sp-SM 8 73 19 • GB-2 41 -41.5 CL - _ 85 GB'-2 45-46.5 SP-SM 9 GB-2 50-51.5 SP-SM 3 GB-2 55-56.5 SP-SM 12 GB-2 60-67.5 SP-SM 12 TABLE B-2 SUMMARY OF COMPACTION TEST RESULTS VEREDA BIKEWAY UNDERPASS Boring Sample USCS Optimum Maximum No. Depth Soil Type Moisture Content Dry Density ft (% cf GB-1 1 -5 SM 9.0 132.0 TABLE B-3 SUMMARY OF R-VALUE TEST RESULTS VEREDA BIKEWAY UNDERPASS Boring Sample USCS R-value R-value No. Depth Soil Type By Expansion By Exudation it GB-2 1 -5 SM 47 TABLE B-4 SUMMARY OF CORROSIVITYY TEST RESULTS VEREDA BIKEWAY UNDERPASS Boring Sample USCS PH Water Soluble Water Soluble Minimum INo. Depth Soil Value Chloride Sulfate Electrical Type Content Content Resistivity (feet) CTM 422 CTM 417 CTM 643 (PPm) (Ppm) (Ohm-cm) GB-1 1 -5 SM 8.8 < 10 80 4,530 GB-2. 1 -5 SM. 8.4 < 10 450 3,800 1111 li)oiillllllmllll I MUNI 1111 llloillililloillilli 1111 lsillilill 1111111,101111111 1111m I IN 1111111111 liii'l�liksillilill NO 1 11111111 milli IN 11111111111 Milli I I iiiiiislill 11111 IN 11 MUNI 111m 1II1111m1llI1111m1llI11 1111211,16111111 111111 I I BATO go MWITOMMMOM CO UTAI I COBBLES GRAVEL fine SAND SILT OR CLAY coarse fine coarse medium U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYOROMETEik 6 '4 3 2 ib 3/4 4 6 670 16 20 30 40 60 100 200 100 90 e � CO w 70 3 m w 60 IIIR I'z LL LU 50 ILIa- 40 30 '20 10 0 100 10 1 - 0.1 .0.01 - 0.001 GRAIN SIZE IN MILLIMETERS SYMBOL BORING DEPTH (ft) DESCRIPTION • GB-2 40.0-41.0 (SM)Silty SAND M GB-2 50.0-51.5 (SP) Poorly Graded SAND SYMBOL BORING DEPTH (ft) 0100 D60 D30 D10 LL PL E( Cc Cu o • GB-2 40.0 -41.012.5 0.347 0A37 M GB-2 50.0 -51.5 9.5 1.103 0.583 0.263 1.17 4.19 3 6 ROUP GRAIN SIZE DISTRIBUTION Project: Vereda Bikeway Underpass Projept Location: San Juan Capistrano, Cal'dorria Group Delta Consultants, Inc. Number. I-256 DELTA FIGURE B-2 DIRECT SHEAR TEST RESULTS • 10,000 ------ ------- 8,000 - - --- -------- CL ,000 f a W 6,000 - - ---- ---- -- - \. U) = --c' PO5'5 +444 0 Q --- --------- 4,000 - -- - 4,000 2,000 - 1 0 0 2,000 4,000 6,000 8,000 1.0,000 NORMAL STRESS, psf • MOISTURE DENSITY DATA TEST RESULTS Peak Normal Shear Dry Densi4 Moisture, % Stress Stress pcf before I after Point No. psf psf 117.9 9 1 143.8 1 1,000 1,116 2 2,000 1,368 3 . 4,000 2,712 SHEAR STRENGTH PARAMETERS Cohesion I Friction An,le psf degrees 444 29 Boring No.: GB-1 Sample Depth, ft: 1 Geologic Unit: of ROUP Project: Vereda Bikeway Underpass Project DIRECT SHEAR TEST Location: San Juan Capistrano, California Project No.: 1-256 ELTA Group Delta-Consultants Inc. Figk".B-3 DIRECT SHEAR TEST RESULTS • 10,000 - 8,000 - - ------------ 0,0008,000 -- * -- ---- w 6,000 F y= 1.0183x+264 y -- --- --- ------ 4,000 ---4,000 ------ -- --------- 2,000 I i 0 0 2,000 4,000 6,000 8,000 10,000 NORMAL STRESS, psf MOISTURE DENSITY DATA TEST RESULTS Peak Normal Shear Dry Densi Moisture, % Stress Stress pcf before I after Point No. psf psf 103.8. 10.4' 20.8 1 1,000 1,200 2 2,000 2,424 3 a,000 4,296 SHEAR STRENGTH PARAMETERS . Cohesion I Friction An le psf degrees 264 46 Boring No.: GB-1 Sample Depth,ft: 15 Geologic.Unit: Oat ROUP Project: Vereda Bikeway Underpass Project DIRECT SHEAR TEST Location: San Juan Capistrano, California Project No.: 1-256 ELTA Group D-eRa GEMsultants,-anc. Figure-B4 DIRECT SHEAR TEST RESULTS • 10,000 8,000 a -- - vi -- - - - w 6,000 � -_ �/ _ ..I f -1 l t f --1 Q y=0.7337x - ' _:_ _.:_ = 4,000 N ---- ---- -------- - r---- 2,000' 0 -f 0. 2,000 .4;000 6,000 8,000 10,000 NORMAL STRESS, psf • MOISTURE DENSITY DATA TEST RESULTS Peak Normal Shear Dry Densit Moisture, % Stress Stress pcf before after Point No. psf psf 106.8 10.3 13.8 1 1,000 792 2 2,000 1,380 3 . 4,000 2,964 SHEAR STRENGTH PARAMETERS Cohesion I Friction Angle psf degrees 0 36 boring No.: GB-2 Sample Depth,ft: 20 Geologic Unit: Of GROUP Project: Vereda Bikeway Underpass Project DIRECT SHEAR TEST Location: San Juan Capistrano, California y. Project No-: I-256 E TA Group Delta ConsultantsInc. Figure B-5 DIRECT SHEAR TEST RESULTS - • 10,000 T -- - -;-- -- 8,000 --- __ ------- O. y'-U•7171X+ 140.26 ____ f/1 - -r- . . W 6,000 _ --------- --- ----- = 4,000 -- 2,000 0 0 2,000 4,000 6,000 8,000 10,000 NORMAL STRESS, psf MOISTURE DENSITY DATA TEST RESULTS Peak Normal Shear Dry Densi Moisture, % Stress Stress pd before after Point No. psf psf 101 21:3 24.4 1 1,000 972 2 4,000 2,808 . 3 8,000 5,963 SHEAR STRENGTH PARAMETERS Cohesion Ncrion Angle psf degrees 140 36 Boring No.: GB-2 Sample Depth,ft: 20 Geologic Unit: Of GROUP Project: Vereda Bikeway Underpass Project DIRECT SHEAR TEST Location: San Juan Capistrano, California Project No.: I-256 :IPTA Group Delta Consultants Inc_ Figure B-6 APPENDIX 8 ' FEDERAL PREVAILING WAGE RATES: • WAIS Document Retrieval Page 1 of 20 GENERAL DECISION: CA20030035 09/09/2005 CA35 •Date: September 9, 2005 General Decision Number: CA20030035 09/09/2005 Superseded General Decision Number: CA020035 State: California Construction Types: Building, Heavy (Heavy, and Dredging) and Highway County: Orange County in California. BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work) ; HEAVY CONSTRUCTION PROJECTS (does not include water w@11 drilling) ; HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 06/13/2003 1 01/30/2004 2 03/05/2004 3 04/02/2004 4 05/21/2004 5 07/16/2004 6 08/27/2004 7 10/08/2004 8 01/14/2005 • 9 01/28/2005 10 02/11/2005 11 04/08/2005 12 04/22/2005 13 06/17/2005 14 07/22/2005 15 08/05/2005 16 08/19/2005 17 09/09/2005 ASBE000S-002 08/01/2004 Rates Fringes Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) . . .$ 34 .06 9.84 -----------------------——--------------- ASBE0005-004 01/01/2004 Rates Fringes Asbestos Removal worker/hazardous material • handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA2O0... 9/28/2005 WAIS Document Retrieval Page 2 of 20 and disposing of all insulation materials from • mechanical systems, whether they contain asbestos or not) . .$ 15.75 2 .55 --------------------------- ------- BRCA0004-010 05/01/2005 Rates Fringes Bricklayer; Marble Setter. . . . . .$ 30.46 8.40 -—----------------------------------------------------------— BRCA0018-007 09/01/2004 Rates Fringes Marble Finisher. . . . . . . . . . . . . . . .$ 20.70 5.81 Tile Finisher. . . . . . . . . . . . . . . . . .$ 17.25 5.16 Tile Layer. . . . . . . . . . . . . . . . . . . . .$ 27.50 9.37 -----—--—- -------------------- BRCA0018-010 09/01/2004 Rates Fringes Terrazzo Finisher. . . . . . . . . . . . . .$ 21.89 7.76 Terrazzo Worker. . . . . . . . . . . . . . . .$ 29.13 7.76 ------------------------------------------- - CARP0409-001 07/01/2005 Rates Fringes • Carpenters: (1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer. . . . . .. . . . . . . . . . . . .$ 31.71 8.47 (2) Millwright. . . . . . . . . . . . . .$ 32 .21 8.47 (3) Piledriver/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial) . . . . . . . . . . . . . . . .$ 31.84 8 .47 (4) Pneumatic Nailer, Power Stapler. , . . . . . . . . . . . . .$ 31.96 8.47 (5) Sawfiler. . . . . . . . . . . . . . .$ 31.79 8.47 (6) Scaffold Builder. . . . . . .$ 25.01 8.47 (7) Table Power Saw Operator. . . . . . . . . . . . . . . . . . . .$ 31.81 8.47 FOOTNOTE: Work of forming in the construction of open cut sewers or storm dxains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by • piledrivers) : $0.13 per hour additional. Certified Welder - $1.00 per hour premium. ---------------------------------- CARP0409-005 07/01/2005 http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 3 of 20 Rates Fringes • Drywall INSTALLERS. . . . . . . . . . . . . . . . . .$ 31.71 8.47 STOCKER/SCRAPPER. . . . . . . . . . . .$ 10.00 5.96 ---------------------------------------------------------------- ELEC0011-002 12/01/2004 COMMUNICATIONS AND SYSTEMS WORK Rates Fringes Communications System Installer. . . . . . . . . . . . . . . . . . .$ 23 .08 3!k+7.15 Technician. . . . . . . . . . . . . . . . . .$ 24 .88 3%�+7.15 SCOPE OF WORK: Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, security and entertainment purposes for the following: Tv monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms, fire alarm (see last paragraph below) and low voltage master clock systems in commercial buildings. Communication Systems that transmit or receive information and/or control systems that are intrinsic to the above • listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function; excluding all other data systems or multiple systems which include control function or power supply; excluding installation of raceway systems, conduit systems, line voltage work, and energy management systems. Does not cover work performed at China Lake Naval Ordnance Test Station. Fire alarm work shall be performed at the current inside wireman total cost package. ---------------------------------------------------------------- ELEC0440-001 06/03/2003 Rates Fringes Cable splicer. . . . . . . . . . . . . . . . . .$ 30 .63 3%+9.76 Electrician. . . . . . . . . . . . . . . . . . . .$ 30 .13 3%+9.76 ZONE PAY: Zone A: Free travel zone for all contractors performing work in zone A. Zone B:Any work performed in Zone (B) shall add $8.00 per hour to the current wage scale. Zone (B) shall be the area from the eastern perimeter of Zone (A) to a line which runs north and south begininng at Little Morongo Canyon (San Bernardino/Riverside County Line) , Southeast along the Coachella Tunnels, Colorado River Aqueduct and Mecca Tunnels to Pinkham Wash the South to Box Canyon Road, then southwest along Box Canyon Road to Highway 195 west onto 195 south to Highway 86 to Riverside/Imperial County Line. ELEC1245-001 06/01/2005 http://frwebgate.access.gpo.gov/cgi-bin/getdoe.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 4 of 20 Rates Fringes • Line Construction (1) Lineman; Cable splicer. .$ 36.51 3 .75%+10.03 (2) Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below) , and overhead and underground distribution line equipment) . . . . . . . . . . . . . . . . . .$ 31.03 3 .75 +9.25 (3) Groundman. . . . . . . . . . . . . . .$ 23.73 3 .75%+9.25 - (4) Powderman. . . . . . . . . . . . . . .$ 34.69 3.75%+9.29 ---- --------- ELEV0018-001 01/01/2005 Rates Fringes Elevator Mechanic. . . . . . . . . . . . . .$ 38 .22 12 .015 FOOTNOTE: Vacation Pay: 8% with 5 or more years of service, 6%- for 6 months to 5 years service. Paid Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Friday after, and Christmas Day. ---------------------------------------------------------------- ENGI0012-003 07/01/2005 • Rates Fringes Power Equipment Operators (Cranes, Piledriving & Hoisting) GROUP 1. . . . . . . . . . . . . . . . . . . .$ 31.45 14.95 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 32.23 14.95 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 32.52 14.95 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 32.66 14.95 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 32.88 14 .95 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 32 .99 14 .95 GROUP 7. . : . . . . . . . . . . . . . . . . .$ 33 .11 14 .95 GROUP 8 . . . . . . . . . . . . . . . . . . . .$ 33 .28 14 .95 GROUP 9. . . . . . . . . . . . . . . . . . . .$ 33 .45 14 .95 GROUP 10. . . . . . . . . . . . . . . . . . . .$ 34 .45 14.95 GROUP 11. . . . . . . . . . . . . . . . . . . .$ 35.45 14 .95 GROUP 12. . . . . . . . . . . . . . . . . . . .$ 36.45 14.95 ' GROUP 13. . . . . . . . . . . . . . . . . . . .$ 37.45 14 .95 Power Equipment Operators (Tunnel Work) GROUP 1. . . . . . . . . . . . . . . . . . . .$ 32 .73 14.95 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 33 .02 14.95 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 33 .16 14.95 GROUP 4 . . . . . . . . . . . . . . . . . . . .$ 33 .38 14 .95 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 33 .49 14 .95 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 33 .61 14 .95 • GROUP 7. . . . . . . . . . . . . . . . . . . .$ 33.91 14 .95 Power Equipment Operators GROUP 1. . . . . . . . . . . . . . . . . . . .$ 30 .10 14.95 http://frwebgate.access.gpo.gov/cgi-bin/getdoe.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 5 of 20 GROUP 2 . . . . . . . . . . . . . . . . . . . .$ 30.88 14.95 GROUP 3 . . . . . . . . . . . . . . . . . . . .$ 31.17 14 .95 • GROUP 4 . . . . . . . . . . . . . . . . . . . .$ 32 .16 14.95 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 33 .76 14.95 GROUP 6 . . . . . . . . . . . . . . . . . . . .$ 32 .88 14.95 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 33 .98 14.95 GROUP 8. . . . . . . . . . . . . . . . . . . .$ 32 .99 14 .95 GROUP 9. . . . . . . . . . . . . . . . . . . .$ 34 .09 14 .95 GROUP 10. . . . . . . . . . . . . . . . . . . .$ 33 .11 14 .95 GROUP 11. . . . . . . . . . . . . . . . . . . .$ 34 .21 14.95 GROUP 12 . . . . . . . . . . . . . . . . . . . .$ 33 .28 14.95 GROUP 13 . . . . . . . . . . . . . . . . . . . .$ 33 .38 14.95 GROUP 14 . . . . . . . . . . . . . . . . . . . .$ 33 .41 14.95 GROUP 15. . . . . . . . . . . . . . . . . . . .$ 33 .49 14 .95 GROUP 16. . . . . . . . . . . . . . . . . . . .$ 33 .61 14 .95 GROUP 17. . . . . . . . . . . . . . . . . . . .$ 33 .78 14 .95 GROUP 18 . . . . . . . . . . . . . . . . . . . .$ 33 .88 14 .95 GROUP 19. . . . . . . . . . . . . . . . . . . .$ 33 .99 14 .95 GROUP 20 . . . . . . . . . . . . . . . . . . . .$ 34 .11 14 .95 GROUP 21. . . . . . . . . . . . . . . . . . . .$ 34 .28 14 .95 GROUP 22 . . . . . . . . . . . . . . . . . . . .$ 34 .38 14.95 GROUP 23 . . . . . . . . . . . . . . . . . . . .$ 34.49 14.95 GROUP 24 . . . . . . . . . . . . . . . . . . . .$ 34 .61 14 .95 GROUP 25. . . . . . . . . . . . . . . . . . . .$ 34 .78 14 .95 FOOTNOTES: PREMIUM PAY of $3 .75 per hour shall be paid on all power equipment operator work at Camp Pendleton, Point Arguello, and Vandenburg AFB. Workers required to suit up and work in a hazardous material • environment: $2 .00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman GROUP 2: Asphalt-rubber plant operator (nurse tank operator) ; Concrete mixer operator-skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant) ; Petromat laydown machine; PJU side dum jack; Screening and conveyor machine oeprator (or similar types) ; Skiploader (wheel type up to 3/4 yd. without attachment) ; Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3 : Asphalt-rubber blend operator; Bobcat or similar type (side steer) ; Equipment greaser (rack) ; Ford Ferguson (with dragtype attachments) ; Helicopter radioman (ground) ; Stationary pipe wrapping and cleaning machine operator • GROUP 4 : Asphalt plant fireman; Backhoe operator (mini-max or similar type) ; Boring machine operator; Boxman or mixerman http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 6 of 20 (asphalt or concrete) ; Chip spreading machine operator; Concrete cleaning decontamination machine operator; • Concrete Pump Operator (small portable) ; Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types - drilling depth of 30 ' maximum) ; Equipment greaser (grease truck) ; Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel) ; Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting) ; Screed operator (asphalt or concrete) ; Trenching machine operator (up to 6 ft. ) ; Vacuum or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift) . GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type) ; Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type) ; Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum) ; Drilling machine operator (including water wells) ; Hydrographic seeder machine operator (straw, pulp or seed) , Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool • operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt) ; Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar) ; Micro tunnel system (below ground) ; Pavement breaker operator (truck mounted) ; Road oil mixing machine operator; Roller operator (asphalt or finish) , rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck) ; Self-propelled tar pipelining machine operator; skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds. ) ; slip form pump operator (power driven hydraulic lifting device for concrete forms) ; Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types) ; Tugger hoist operator (1 drum) ; Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 7: Welder - General GROUP 8: Asphalt or concrete spreading operator (tamping or finishing) ; Asphalt paving machine operator (Barber Greene or similar type) ; Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd. ) , small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work) ; compactor operator (self-propelled) ; Concrete mixer operator (paving) ; Crushing plant operator; Drill Doctor; • Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - http://frwebgate.access.gpo.gov/cgi-bin/getdoe.egi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 7 of 20 drilling depth of 60 ' maximum) ; Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; • Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types) ; Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Rackley-Presswell or similar type) ; Pumperete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type) ; Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck) ; Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck) ; Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit) ; Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds. ) ; Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine) ; Tractor operator (boom attachments) , Traveling pipe wrapping, cleaning and bendng machine operator; Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating) ; trenching Machine with Road Miner attachment (over 6 ft depth capacity) : Ultra high pressure • waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 9: Heavy Duty Repairman GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum) ; Dual drum mixer, dynamic compactor LDC350 (or similar types) ; Monorail locomotive operator (diesel, gas or electric) ; Motor patrol-blade operator (single engine) ; Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat. ) ; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck) ; Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck) ; Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck) , Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds. ) ; Woods mixer operator (and similar Pugmill equipment) GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified. • GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA2O0... 9/28/2005 WAIS Document Retrieval Page 8 of 20 similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175 ' maximum) ; Hoe ram or similar . with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine) ; Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) ; Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units) GROUP 13 : Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 14 : Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional) ; wheel excavator operator (over 750 cu. yds. ) GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck) GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, • over 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck) ; Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 19: Rotex concrete belt operator (or similar types) ; Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck) ; Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds. struck) • GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA2OO... 9/28/2005 WAIS Document Retrieval Page 9 of 20 single engine, over 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating in tandem • (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 Cu. yds. struck) GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck) ; Rubber-tired • earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types) GROUP 2 : Truck crane oiler GROUP 3 : A-frame or winch truck operator; Ross carrier operator (jobsite) GROUP 4 : Bridge-type unloader and turntable operator; Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type) ; Tugger hoist operator (1 drum) GROUP 6: Bridge crane operator; Cretor crane operator; Hoist • operator (Chicago boom and similar type) ; Lift mobile operator; Lift slab machine operator (Vagtborg and similar types) ; Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 10 of 20 type) ; Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc) ; Tugger hoist operator • GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc) ; Tower crane repair; Tugger hoist operator (3 drum) GROUP 8: Crane operator (up to and including 25 ton capacity) ; Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity) ; Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity) ; Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds. , M.R.C. ) GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc) ; Derrick barge operator (over 25 tons up to and including 50 tons mrc) ; Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc) ; K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc) ; Derrick barge operator (over 50 tons up to and including 100 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc) , Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.) ; Tower crane operator and tower gantry • GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc) ; Derrick barge operator (over 100 tons up to and including 200 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc) ; Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12 : Crane operator (over 200 tons up to and including 300 tons mrc) ; Derrick barge operator (over 200 tons up to and including 300 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc) ; Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13 : Crane operator (over 300 tons) ; Derrick barge operator (over 300 tons) ; Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons) ; Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2 : Power-driven jumbo form setter operator GROUP 3 : Dinkey locomotive or motorperson (up to and • including 10 tons) GROUP 4 : Bit sharpener; Equipment greaser (grease truck) ; http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 11 of 20 Slip form pump operator (power-driven hydraulic lifting device for concrete forms) ; Tugger hoist operator (1 drum) ; • Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhoe operator (up to and including 3/4 yd. ) ; Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types) ; Mucking machine operator (1/4 yd. , rubber-tired, rail or track type) ; Pneumatic concrete placing machine operator (Rackley-Presswell or similar type) ; Pneumatic heading shield (tunnel) ; Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum) ; Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ---------------------------------------------------------------- ENG20012-004 08/01/2005 Rates Fringes Power equipment operators: (DREDGING) (1) Leverman. . . . . . . . . . . . . . . .$ 38.10 14 .95 (2) Dredge dozer. . . . . . . . . . . .$ 33.63 14 .95 (3) Deckmate. . . . . . . . . . . . . . . .$ 33 .52 14.95 • (4) Winch operator (stern winch on dredge) . . . . . . . . . . . .$ 32.97 14 .95 (5) Fireman-Oiler, Deckhand, Bargeman, Leveehand. . . . . . . . . . . . . . . . . . .$ 32 .43 14 .95 (6) Barge Mate. . . . . . . . . . . . . .$ 33 .04 14 .95 --------------—------------------------------------------------ * IRON0002-004 07/01/2005 Rates Fringes Ironworkers: Fence Erector. . . . . . . . . . . . . . .$ 31.16 15 .285 Ornamental, Reinforcing and Structural. . . . . . . . . . . . . .$ 32 .06 15.285 PREMIUM PAY: $3 .00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sedley, Vandenberg AFB $2 .00 additional per hour at the following locations: •Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps http://frwebgate.access.gpo.gov/cgi-bin/getdoacgi?dbname=Davis-Bacon&docid=CA200.,. 9/28/2005 WAIS Document Retrieval Page 12 of 20 Logistics Center $1.00 additional per hour at the following locations: • Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ------------------------------------------------------ . LAB00300-003 07/01/2005 Rates Fringes Laborer: Gunite GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 23 .69 16.36 GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 22 .74 16.36 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 19.20 16.36 Laborer: Tunnel GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 24 .28 12 .95 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 24 .60 12 .95 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 25.06 12 .95 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 25 .75 12 .95 Laborers: GROUP l_ _ . . . 21.24 12 .89 GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 21.79 12 .89 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 22 .34 12 .89 GROUP 4 . . . . . . . . . . . . . . . . . . . . .$ 23 .89 12.89 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 24 .24 12 .89 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or • shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 75' -0" above base level and which work must be performed in whole or in part more than 75 ' -0" above base level, that work performed above the 75' -0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks) ; Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; • Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 13 of 20 GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger • mixer and handling bulk cement) ; Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition) ; Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper - pot tender and form person; Guinea chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small) ; Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender) ; Septic tank digger and installer(lead) ; Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same) ; Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling • of such materials for pipe wrapping and waterproofing) ; Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer' s backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types) ; Concrete core cutter (walls, floors or ceilings) , grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever • and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster http://frwebgate.access.gpo.gov/cgi-bin/getdoe.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 14 of 20 (nozzle person) , water blasting, Porta Shot-Blast • GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1: Batch plant laborer; Bull gang mucker, track person; Changehouse person; Concrete crew, including rodder and spreader; Dump person; Dump person (outside) ; Swamper (brake person and switch person on tunnel work) ; Tunnel materials handling person GROUP 2 : Chucktender, cabletender; Loading and unloading agitator cars; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc. ) ; Vibrator person, jack hammer, pneumatic tools (except driller) GROUP 3 : Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine) ; Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer • house) ; Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1: Nozzle person and rod person GROUP 2: Gun person GROUP 3: Rebound person ---------------------------------------------------------------- LAB00882-002 01/01/2005 Rates Fringes Asbestos Removal Laborer. . . . . . .$ 22 .50 10.10 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of • decontamination stations. ---------------------------------------------------------------- LABO1184-001 07/01/2005 http://frwebgate.access.gpo.gov/cgi-bin/getdoc.egi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 15 of 20 Rates Fringes • Laborers: (STRIPING/SLURRY SEAL) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 22.67 11.19 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 23 .97 11.19 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 25.98 11.19 GROUP 4 . . . . . . . . . . . . . . . . . . . . .$ 27.72 11.19 LABORERS - STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2 : Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc. ) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic • delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4 : Striper: layout and application of traffic stripes and markings; hot thexmo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment ---------------------------------------------------------------- PAIN0036-001 07/01/2005 Rates Fringes Painters: (1) Repaint Including Lead ' Abatement. . . . . . . . . . . . . . . . . . .$ 23.40 7.49 (2) All Other work: . . . . . . . . .$ 26.67 7.49 REPAINT of any structure with the exception of work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities, tenant • improvement work not included in conjunction with the construction of the building and all repainting of tenant improvement projects. http://frwebgate.access.gpo.gov/cgi-bin/getdoc.egi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 16 of 20 ----------------------------------------------------------------- PAIN0036-008 10/01/2004 • Rates Fringes Drywall Finisher. . . . . . . . . . . . . . .$ 27 .58 9.73 ----------------------—----------—-------------------------- PAIN0036-015 06/01/2005 Rates Fringes Glazier. . . . . . . . . . . . . . . . . . . . . . . .$ 31.20 10.84 FOOTNOTE: Additional $1.25 per hour for work in a condo, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing state or any suspended contrivance, from the ground up ----`-------------------- ----------------------------- PAINJ.247-002 05/01/2005 Rates Fringes Soft Floor Layer. . . . . . . . . . . . . . .$ 28.05 7.45 ____-_ _____--_____ _______________________ PLAS0200-009 01/01/2005 Rates Fringes Plasterer. . . . . . . . . . . . . . . . . . . . . .$ 28 .29 7.46 -—------------ ---------- ----------—--------- • PLAS0500-002 07/01/2005 Rates Fringes Cement Mason. . . . . . . . . . . . . . . . . . .$ 25.00 15 .33 ---------------------------------------------------------------- PLUM0016-001 07/01/2005 Rates Fringes Plumber/Pipefitter (1) Work on strip malls, light commercial, tenant improvement and remodel work$ 24 .19 10.44 (2) Work on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5, 000 sq. ft. of floor space... . . . . . . . . . . . . . . .$ 30.32 12.06 (3) All other work. . . . . . . . . .$ 31.36 12 .63 -___.,___________________________________________________________ PLUM0250-002 03/01/2005 Rates Fringes • Refrigeration Mechanic Refrigeration Fitter. . . . . . . .$ 33 .30 12.70 _________________________ PLUM0345-001 07/01/2005 http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 17 of 20 Rates Fringes • Plumbers Landscape/Irrigation Fitter.$ 23 .98 11.85 Sewer & Storm Drain Work. . . .$ 21.06 12 .21 -------------------------------- -------------------- ROOF0036-002 09/01/2004 Rates Fringes Roofer (including Built Up, Composition and Single Ply) . . . .$ 26.25 7.17 FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour- "pitch premium" pay. ---------------------------------------------------------------- SFCA0669-008 01/01/2005 DOES NOT INCLUDE SAN CLEMENTE ISLAND, THE CITY OF SANTA ANA, AND THAT PART OF ORANGE COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes Sprinkler Fitter, Fire. . . . . . . . .$ 27.75 12 .25 _ _______________________________ ______________________ •SFCA0709-003 01/01/2004 SAN CLEMENTE ISLAND, THE CITY OF SANTA ANA, AND THAT PART OF ORANGE COUNTY WITHIN 25 MILES BEYOND THE CITY LIMITS OF LOS ANGELES: Rates Fringes Sprinkler Fitter, Fire. . . . . . . . .$ 31.68 15.15 ---------------------------------------------------------------- SHEE0105-003 08/01/2005 INYO, KERN (Northeast part, East of Hwy 395) , LOS ANGELES (including Pomona, Claremont, Catalina Island, Long Beach and area South of Imperial highway and East of the Los Angeles River) , MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes Sheet metal worker (1) Commercial - New Construction and Remodel work. . . . . . . . . . . . . . . . . . . . . . . .$ 31.95 14 .08 (2) Industrial work including air pollution control systems, noise abatement, hand rails, • guard rails, excluding aritechtural sheet metal work, excluding A-C, htip://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 18 of 20 heating, ventilating systems for human comfort. . .$ 28 .18 18.24 --------- ------------------------------------------ •TEAM0011-002 07/01/2004 Rates Fringes Truck drivers: GROUP 1. . . . . . . . . . . . . . . . . . . .$ 23 .24 13 .44 GROUP 2 . . . . . . . . . . . . . . . . . . . .$ 23 .39 13 .44 GROUP 3 . . . . . . . . . . . . . . . . . . . .$ 23 .52 13.44 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 23 .71 - 13 .44 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 23 .65 13 .44 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 23 .77 13 .44 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 24 .02 13.44 GROUP 8 . . . . . . . . . . . . . . . . . . . .$ 24 .27 13.44 GROUP 9. . . . . . . . . . . . . . . . . . . .$ 24 .47 13.44 GROUP 10. . . . . . . . . . . . . . . . . . . .$ 24.77 13.44 GROUP 11. . . . . . . . . . . . . . . . . . . .$ 25.27 13 .44 WORK ON ALL MILITARY BASES: PREMIUM PAY: $3 .00 per hour additional. [29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, Fort Irwin, George AFB, Marine Corps Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception, Vandenberg AFB] TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Truck driver • GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom GROUP 3 : Driver of vehicle or combination of vehicles - 3 axles; Hoot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver GROUP 4 : Driver of transit mix truck, under 3 yds. ; Dumperete truck, less than 6-1/2 yds. water level GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person) ; Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6: Transit mix truck, 3 yds. or more; Dumperete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level GROUP 7 : A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver • GROUP 8 : Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 19 of 20 GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over • GROUP 10 : Dump truck - 50 yds. or more water level; Water pull - single engine with attachment GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) ) . ---------------------------------------------------------------- In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. ------ -------- ---------------------- • WAGE DETERMINATION APPEALS PROCESS 1. ) Has there been an initial decision in the matter? This can be: • an existing published wage determination • a survey underlying a wage determination • a Wage and Hour Division letter setting forth a position on a wage determination matter • a conformance (additional classification and rate) ruling on survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2 . ) and 3 . ) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor • 200 Constitution Avenue, N.W. Washington, DC 20210 http://frwebgate.access.gpo.gov/cgi-bin/getdoc.egi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 WAIS Document Retrieval Page 20 of 20 2 . ) If the answer to the question in 1. ) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator •(See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party' s position and by any information (wage payment data, project description, area practice material, etc. ) that the requestor considers relevant to the issue. 3 . ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4 . ) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION • • http://frwebgate.access.gpo.gov/cgi-bin/getdoc.cgi?dbname=Davis-Bacon&docid=CA200... 9/28/2005 ,r APPENDIX 9 No man 0 • CONSULTING rl LETTER OF TRANSMITTAL TO: BonTerra Consulting DATE: December 11, 2002 151 Kalmus Drive, Suite E-200 RBF JOB NO.: 10-102516 Costa Mesa, CA 92626 REFERENCE: Vereda Biketrail DESCRIPTION: Delineation ATTN: Ms. Kathleen Brady SENT TO YOU VIA Rexl MModem Messenger Rloueprinter ur Pick-Up Overnight Delivery NO.OF NO.OF DESCRIPTION COPIES SHEETS 1 Delineation of Jurisdictional Waters-Vereda Biketrail Underpass Project SENT FOR YOUR: HSignature Approval HxUse Review Comments X Per Your Request X Information REMARKS; Enclosed please find the Delineation for the Vereda Biketrail Underpass Project(for your file),located within the City of San Juan Capistrano, California. Please note that written concurrences from the Corps and CDFG have been received, and no regulatory permits are required. Please do not hesitate to contact me at 949/855-3687 should you have any questions. RBF C U BY: Richard Beck Regulatory Coordinator! Environmental Analyst C&TO: Mr.Tony Foster(City) PLANNING ■ DESIGN ■ CONSTRUCTION 14725 Alton Parkway.Irvine,CA 92618-2027 a P.O.Box 57057.Irvine,CA 92619-7057 N 949.472 3505 a Fax 949.472.6373 Offices located throughout California,Arizona&Nevada • www.RBFcom om.a o .w+r.a mow DEPARTMENT OF THE ARMY D C C �S LOS ANGELES DISTRICT,CORPS OF ENGINEERS P.O.BOX 532711 - - LOS ANGELES,CALIFORNIA 90053-2325 y dT 8 2002 CITY OF SAN JUAN CAPISTRANO REPLY TO ENGINEERING DEPARTMENT ATTENTION OF, October 23,2002 Office of the Chief Regulatory Branch City of San Juan Capistrano Engineering Department Attention: R.Anthony Foster Engineering Assistant 32400 Paseo Adelanto San Juan Capistrano,California 92675 RE: Corps'Reference No. 200300079-CJF Dear Mr.Foster: Reference is made to your letter dated October 15,2002 and request for a jurisdictional •determination to determine whether a Department of the Army Permit is required to construct a bikeway undercrossing of the railroad tracks and bridge located east of 32400 Paseo Adelanto, in the city of San Juan Capistrano, Orange County, California. As proposed, the project includes the construction of a bikeway undercrossing to be located in the uplands,and the installation of two 10-inch storm drain inlets in the concrete panels along the side slope of the right descending bank of San Juan Creek,above the Ordinary High Water Mark. All work is to be performed from the upper bank,whereby no equipment will enter the Creek and Best Management Practices will be implemented to avoid any discharge of construction debris or other fill material into the Creek. Based on the information furnished in your letter and the project description explained to Ms.Corice Farrar of my staff,during the site meeting on October 22,2002,we have determined that your proposed project does not discharge dredged or fill material into a water of the United States or an adjacent wetland. Therefore, the project is not subject to-our jurisdiction under Section 404 of the Clean Water Act and a Section 404 permit is not required from our office. • .:I 2 • ib _ ii. The receipt of your letter is appreciated. If you have any questions,please contact Corice J. Farrar of my staff at(213)452-3296. Sincerely, k Durham /`' Chief,South Coast Section Regulatory Branch cc: Jeremy Haas,California Regional Water Quality Control Board,San Diego Region Laura Crum,California Department of Fish and Game,South Coast Region Bruce Grove,Jr.,RBF Consulting • • APPENDIX 10 ;• —CATEGORICAL EXEMPTION C,•tt♦ GORICAL F-XCLUSIONIPRMRAMMATIC-CATEGORICAL EXI�LUSION DETERMINATION FORM KP 72 l:P _ IPM) State P i rim to i pro00rtJ Dis -R�te,i Qf; yon Agency) K.P./K.P.(P.MJP.M.) .0.(Slate Project) tfmj,IVO.( 1�yro(ap) (Fod.fhog•Prefix Prof.No., No.) PROJECT DUSM.IPTION; (4tritlilyciftcribe project.Purpom location,licilts,righl-aftiainvrequk0inerls.and activities Invoked.) The project pro ;s tits construoon of a now sindercrossing of the Los AngelesSan Diego(LOSSAN)Rail Corridor, Spade 6+pamatlon for the Vereda(tail crossing within the Gly of San Jan Gaplstrano. The project includes a neylj {led bgteuvay,new railroad bridge,retaining wags,and mocWmation of the mpstiatg drainage system. CEQA COMFU CE (for St�te Projects Q*) i Dakad en act ug npi n of Wil Proposal.suopovi rq iMonnaeon.Wulf the fobaysnD sbltemamtt:(see 14 CfCR 15300 at seg.):. •�� • g this441 falls widlin exgmpl class 3,4,5,a or 11,ii does not impact an environmental resource of hazardous or critical r.�m,Miers deslgrated,Precisely mapped and officially"led pursuant b law. I Therr,�hl'jryj;be a significant armula6w etled by This project and successive projects of91e spme type in the came place,ypmti. e. - 1 • There; Rif reasonable pionibility that the project will have a slgnifeanr effect on dw envi nt due to unusual IW, This p (r�:tdces ria darrmpo a Srm&resource wiUlin an officially dulgnakd alatu acep:oN y - . TblsP :'lq not Iocarod op a sft Included an any list compiled Pursuant to Govt Code S e•)'Sr2.5 rCadoae Lis(). • This pi Fl �gow not cause,a substantial adverse charge M the aignlfnnce da historical rest urce. CALTRANS RMINATICIIN ❑Exempt I t'yey PRC 21080 Based on an ex vyfpn of this Propaeal.euPPOr6a0 bdotmetiom•and dart•ahr at stxternnnh,the Prefect e: ❑Gsfegertugept Gass(CIIGk level.or Q Gcrwral Rule oxempNon(This piOjeCt Goes not fallithin an exempt doss. but g can be seggl*g(ieAalny Inst U1lve h rro pacslblllty teat Una aesviy may have a stgNkeanl ailed op the environment[CCR NIA • Signature:E'aTfirentalOffice Mef 6319 S!gnature:Pv4ecLfAn29er' Dale NEPA COMP4i '►CE (23 CFI{771.117) j Based on ane> tlnallon of 1hiS proposal,strpourtinu Information,and rhe following slatemerPe j Thispjµ�"' not have q significant Impact on the enviroomont as defined by the NEPA. Thls pnot Inwihry substantial controversy on environmental grounds. • Tisk p s not invohq significant Impacts on Properties prolacted by Soc lion 4(f)of the pOT AU or Section 106 of Ute H4 tlitstonc Pfeseri allon Act. I • M nom, laFnrgaat or r00111 erjance areas for Federal air quality standards:this project comes bol a curlengy conforming plan ar>d porta on Improvement Program w is exempt form regional conionnity. r TTnc p pvY.1•f oonoratoM With an Federal,Stab,a local lav ,requ;mnems or Mdnllnlslr.0Evn WdErtnx"110113 rcIAYp9 to Vic Ccwrar �.TIFII aspects of this"ort. NCPA D TION Bused on an e�I1�4iM of this propgsal,supporting information,and the statements above under'NEPf, Compliance",Il is determined oat viiijt:irljad is a: i p�1... I ❑ PROGRAM�µ'�(ff CA7EGORIcjpL EXCLUSION(PCE); 0ased on the irvaluehon of this project anP supporting docmet. rnati ' k4ne project Ness aU Mw condNons of tka September 7, 1990 Programmatic Caleco(Ica(Etduclon have been met. .,1�,...'t; ® CATEGOM EkCLUSION(CE:far aodons that do not Individuahy a outnulalvaly have a slgnifI P11 environmental effect and art X11:14 tied from the,requirement to Prepare an Em@onmentat Assessment(EA)or Envlljonmental Impact S terternt(:.1.4.Kegditee FMW%t Determination. _ 1 1 rlk N` jffta� _ ///•4'///.0.3 nature:E Tat Office t;nlef a 5-gnalure.Projacl Mana9edD1A Eng; ar hate ai TWA DETp tltAAT10N Based an the Itvtl .tlpri of this projectand the slatemeniy a eve,It is dela, ned that the project meets lie criteria of and is • PnrPedy clasmfied aft d GaMgarlral Exousinn. 1 . r - Signature•F A Transport7lion Effglneer ®AddlYovetulougp ;F•treanad Of n ttNencea,as appropriate(e.g,gltlgatlon comn)tmenIs fa NEPA any;' Quality studios or documoraaUon of eNIfUiJypn from replOnM wrlfwmlb or use of CO Protacon;9106 cammilmrlrat;SAn or Progrorgmetic 54(0:deto of COE nationwide pemdt;G7:Q%Was survey resuitt:Wetlands Finding;Floodplain Finding;addllionsl sludlesi deo;gn"tions..Rev,WWI r d ~i : -CATEGORICAL EXEMPTION i CiIT�+90RICAL FXCLUSIONIPROGRAMMATIC CATEGORICAL EXbLUS10N DETERMINATION FORM i CONTINUATION SHEET r 0(� 12.OkV^,-ICP 965100 _j STPA5372(00B) _ Dist.-Co.-Rtc,'Ic�r 44x-1 Agency)�� K.PJK P.(P.MJP.M) E.H.(Stale project) Prof.Na(Loral project) _ JFed,Prog.Prefa Prej.No.. !. rt tq(.No.) ,I No'significar? .pIronrnental consequences are anticipated with the proposed project. In addition to the meas"t!'relating to construction noise, air pollution control, and leroslon, as given in Caltrans StaT%rdiW 3urcirications,the following measures are regWied: 1. If cultural r4rt1.4F are discuveced during excavation and/or construction activities-all earth moving activity within and around r :ite area must be diverted taild a qualified Archaeologist can assess the find. If human remains are discov 'tate Health and Safety Code Section 7050.5 states that disturbances amd activities shall cease. lTr Colin ("groner must 1)p notified of the find imrnediutcly so dmr helshe prdy!abcelWUl Ute origin and dispositions Mant to Public Resources Code Section 5907.99. Further, an archaeologist rims, be notified of the find ittrutlttely. If the remains are determined to be prehistoric then the coroner will notify thc.Native Anrcrir.au F go Curmnissiun(NAHC)who will Then notify the Most Likely Descendent(MLD). The MLD may inspee ,IljK=irernains widj the approval of the Landowner ur the authorized representative. The MLD must .complete t s.:in{pection within 24 hours after notification of the NAHC. The MLD may recommend teianrifir removal an :now estructivc apalysis. r , i 2. All disposal:�ci jp;;harrow sitrz� aiaging arras and haul roads associated with this project avhiehere seleued by the contractor,aieiW ib ove not been identified with this project, require environmental ieview and compliance. Eriv;ronmetalj:i.(:vrew and compliance is also required for any earthwork or vegetatign clearing and grubbing which has ,C6p6- n identified 4o date. r i!T l� l 3. Technical st ( ;')>reformed for,his project include: j • - Wales pity Study Floodp iiii!tu',rudy - BIOIOg�tSltt4y Wetlands$k4dy Huzard" ";Waste Study - SectiomlE){candy Y i t _ ... I i I - I I' . .. • DATE POSTED: 7 o2S_ — O® NEGATIVE DECLARATION REMOVE POSTING: B�y-� city of san Juan Capistrano, califomia n 20 days or 0 [] 30 days for SCH review 1. APPLICANT: City of San Juan Capistrano; Attn. Tony Foster 2. ADDRESS: 32400 Paseo Adelanto, San Juan Capistrano, CA 92675 3. PHONE NUMBER: (949) 443-6351 4. LEAD AGENCY: City of San Juan Capistrano, 32400 Paseo Adelanto, 92675 5. PROJECT MGR.: Tony Foster; (949) 443-6351 6. PROJECT TITLE: North San Juan Creek Trail/Los Angeles San Diego Rail Corridor Grade Separation. 7. DESCRIPTION: The City, in partnership with the Orange County Transit Authority is proposing a grade separation for the Vereda (San Juan Creek) Trail crossing of the Los Angeles San Diego (LOSSAN) Rail Corridor. The proposed grade separation of the LOSSAN Corridor is the final missing link of the Vereda Bikeway. The bikeway is located along the north levee of San Juan Creek within the Cities of San Juan Creek and Dana Point. This trail section will connect the completed sections of the 4.4 mile long Vereda Bike Trail. This trail is located on both the City and County's master plan of bikeways, and connects Doheny State Beach to the eastern City limits of San Juan Capistrano. • ENVIRONMENTAL ADMINISTRATOR (EA) DETERMINATION: This project has been evaluated by the Environmental Administrator of the City of San Juan Capistrano in accordance with the Section 21080©of the California Environmental Quality Act (CEQA). On <date>, the Environmental Administrator determined that this project will not have a significant effect on the environment and issued a <Negative Declaration; or, Mitigated Negative Declaration>. The basis for the Administrator's determination is the attached Initial Study (copies may be obtained from the Planning Department, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675). All public comments on the negative declaration must be provided in writing to the Planning Department on or before the "Posting Removal Date" cited above, F i LD POSTED C J. —_ _ JUL 2 8 2000 J U L 28 2000 C.VAmstrup, EnvirdRmental Coordinator GA ,G LE,Clerk•Recorder GARY L.GN ILLS,Clerk•Reco(del gy DEPUTY By DEPIM The City Council has delegated authority for issuing Negative Declarations to the Environmental Administrator by Resolution 94-7-5-1 adopting the City's Environmental Review Guidelines. Pursuant to Section 9-2.314, Appeal s of the Land Use Code, any person may file an appeal of the Environmental Administrator's decision to issue a Negative Declaration. Appeals must be filed in writing with the City Clerk within fifteen (15) days of the"date posted". The filing of an appeal stays the issuance of a negative declaration until a determination on appeal by the City Council. If the City determines that the appeal is based on environmental factors not • previously considered which may have a significant effect on the environment, the City Council may require preparation of an environmental impact report(EIR). Recorded in Official Records, County of Orange Gary Granville, Clerk-Recorder x rvtpr # I®3 (111111!Illl11111111111111!111111111111111111111111011111NO FEE 20008500052911:20am 07128100 170 52 Z01 cc: County Clerk project file CEQA file • lobby posting site posting library posting (C:\OFFICEIW PWIN\ENVFORMSW D0623.CIT) • • INITIAL STUDY city of san Juan capistrano california 1. PROJECT: North San Juan Creek Trail/Los Angeles San Diego Rail Corridor Grade Separation. 2. LEAD AGENCY: City of San Juan Capistrano 3. CONTACT PERSON & PHONE: C.J. Amstrup, Senior Planner, (949) 443-6327 4. PROJECT LOCATION: Northeast corner of Descanso Veterans Park, Paseo Adelanto, San Juan Capistrano. 5. APPLICANT: City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano 6. GENERAL PLAN DESIGNATION: General Open Space 7. ZONING: Open Space (OS) • 8. PROJECT DESCRIPTION: The City, in partnership with the Orange County Transit Authority is proposing a grade separation for the Vereda (San Juan Creek) Trail crossing of the Los Angeles San Diego (LOSSAN) Rail Corridor. The proposed grade separation of the LOSSAN Corridor is the final missing link of the Vereda Bikeway. The bikeway is located along the north levee of San Juan Creek within the Cities of San Juan Creek and Dana Point. This trail section will connect the completed sections of the 4.4 mile long Vereda Bike Trail. This trail is located on both the City and County's master plan of bikeways, and connects Doheny State Beach to the eastern City limits of San Juan Capistrano. 9. SURROUNDING LAND USE(S) & PROJECT SETTING: Surrounding land uses include the City of San Juan Capistrano's maintenance facility, Descanso Veteran's Park, and San Juan Creek. 10. OTHER REQUIRED AGENCY APPROVALS: Orange County Transportation Authority Orange County Flood Control District Souther California Regional Rail Authority (Metrolink) 11. PREVIOUS ENVIRONMENTAL DOCUMENTATION: • Initial Study/Environmental Checklist -2- City of San Juan Capistrano California • 12. CONSULTATION: A. Federal, State, and Other Local Agencies: United States Fish & Wildlife Service (USFWS) U.S. Army Corps of Engineers (COE) California Department of Fish & Game (DFG) California Department of Transportation (CALTRANS) Orange County Flood Control District (OCFCD) B. City of San Juan Capistrano Tony Foster, Engineering Assistant Tom Tomlinson, Planning Director C.J. Amstrup, Senior Planner C. Documents & resources: City of San Juan Capistrano, General Plan. City of San Juan Capistrano, Title 9, Land Use Code. City of San Juan Capistrano, Environmental Review Guidelines. Federal Emergency Management Agency, Flood Insurance Rate Maps. U.S.G.S. Topographic Quadrangle, San Juan Capistrano. 13. SUMMARY OF ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: Staff • has not identified any potentially significant environmental effects. • Initial Study/Environmental Checklist -3- City of San Juan Capistrano, California • 14. ENVIRONMENTAL CHECKLIST (Explanations are required in Section 14) Potentially Potentially Less than No Significant Significant Significant Impact Impact Impact Impact Unless Mitigated I. AESTHETICS. Would the project: [] [] [] [X] a. Have a substantial adverse effect on a scenic vista? [] [] [] [X] b. Substantially damage scenic resources, including, but not limited to trees, rock outcroppings, and historic building along a State-designated scenic highway? [] [] [] [X] c. Substantially degrade the existing visual character or quality of the site and its surroundings? ]] [] [] [X] d. Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? [] [] [] [X] ll. AGRICULTURAL RESOURCES. Would the project: a. Convert Prime Farmland, Unique Farmland, Farmland of Statewide Importance as depicted on maps prepared pursuant to the Farmland Mapping and Monitoring Program of the Ca. Resources Agency? [] [] [] [X] • b. Conflict with existing zoning for agricultural use, or a Williamson Act Contract? [] [] [] [X] c. Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland,to non-agricultural use? [] [] I [X] III. AIR QUALITY. Would the project: a. Conflict with or obstruct implementation of the applicable air quality plan? [] [] [] [x] b. Violate an air quality standard or contribute to an existing or projected air quality violation? [] [] [] [X] G. Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under the applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? [] [] [] [X] d. Expose sensitive receptors to substantial pollutant concentrations? H I I [X] e. Create objectionable odors affecting a substantial number of people? I [] [] [x] IV. BIOLOGICAL RESOURCES. Would the project: • Initial Study/Environmental Checklist -4- City of San Juan Capistrano, California • Potentially Potentially Lessthan No Significant Significant significant Impact Impact Impact Impact Unless Mitigated a. Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or the USFWS? [] [] [] IN b. Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game (DFG) or U.S. Fish and [] [] [] [X] Wildlife Service? c. Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including,but not limited to, marsh,vernal pool,coastal, etc.) through direct removal, filling, hydrological interruption, or other means? [] [] I IN d. Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or • impede the use of native wildlife nursery sites? [] [] [] [X] e. Conflict with any local policies or ordinances protecting biological resources, such as tree preservation policy/ordinance? [] [] [] IN f. Conflict with the provisions of an adopted Habitat Conservation Plan,Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? [] [] [] IN V. CULTURAL RESOURCES. Would the project: a. Cause a substantial adverse change in the significance of a historical resource as defined in § 15064.5 of CEQA? [] [] [] [X] b. Cause a substantial adverse change in the significance of an archaeological resource pursuant to § 15064.5 of CEQA? [] I [] [X] c. Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? [] [] [] [X] d. Disturb any human remains, including those interred outside of formal cemeteries? [] I [] [X] VI. GEOLOGY AND SOILS. Would the project: • Initial Study/Environmental Checklist -5- City of San Juan Capistrano California Potentially Potentially Less than No Significant Significant Significant Impact Impact Impact Impact Unless Mitigated a. Expose people or structures to potential substantial adverse effects,including the risk of loss,injury, or death involving: I.) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist, or based on other substantial evidence of a known fault (Refer to DM&G Pub.42)? [] [] [] [X] ii) Strong seismic ground shaking? [] [] (] IN iii) Seismic-related ground failure, including [] I] I] IN liquefaction? I I I IN iv) Landslides? b. Result in substantial soil erosion or the loss of topsoil? [] [] (] [X] c. Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on-site or off-site landslide, lateral spreading,subsidence, liquefaction or collapse? [] [] [] [X] d. Be located on expansive soil, as defined in Table 18- 1-B of the 1994 UBC, creating substantial risks to life or property? [] [] [] IN . e. Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? [] [] [] IN VII. HAZARDS AND HAZARDOUS MATERIALS. Would the project: a. Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? [] [] [] IN b. Create a significant hazard to the public or the environment through reasonably foreseeable conditions involving the release of hazardous materials into the environment? (] [] [] [X] c. Emit hazardous emissions or handle hazardous or acutely hazardous materials,substances,or waste within one-quarter mile of an existing or proposed school? [] [] I] [X] d. Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result,would it create a significant hazard to the public or the environment? [] [] [] [X] • • Initial Study/Environmental Checklist -6- City of San Juan Capistrano California Potentially Potentially Less than No Significant Significant Significant Impact Impact Impact Impact Unless Mitigated e. For a project located within an airport land use plan or,where such a plan has not been adopted, within two miles of a public airport or public use airport,would the project result in safety hazard for people residing or working in the project I I I [X] area? f. For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in the project area? [] [] [] [X] g. Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? [] [] I [X] h. Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? [] [] I [X] VIII. HYDROLOGY AND WATER QUALITY. Would the project: • a. Violate any water quality standards or waste discharge requirements? [] [] I [X] b. Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre- existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? [] [] [] [X] c. Substantially alter the existing drainage pattern of the site or area including through the alteration of the course of a stream or river,in a manner which would result in substantial erosion or siltation on-or off-site? d. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on or off site? [] [] [] [X] e. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? [] [] [] [X] f. Otherwise substantially degrade water quality? [] I [] [X] • Initial Study/Environmental Checklist -7- City of San Juan Capistrano, California • Potentially Potentially Less than No Significant Significant Significant Impact Impact Impact Impact Unless Mitigated g. Place housing within a 100-yearflood hazard area as mapped on a Federal Flood Hazard Boundary or Flood Insurance Rate map or other flood hazard delineation map? [] [] [] [X] h. Place within a 100-year flood hazard area structures which would impede or redirect flood flows? [] [] [) (X] i. Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? [] [] (] [Xj j. Inundation by seiche,tsunami,or mudflow? [] [] [] [X] IX. LAND USE AND PLANNING. Would the project: a. Physically divide an established community? [) [] I [X] b. Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project(including, but not limited to the General Plan, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? [] [] [] [X] • c. Conflict with any applicable habitat conservation plan or natural community conservation plan? [] [] I (X] X. MINERAL RESOURCES. Would the project: a. Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state? [] [] [) IN b. Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? [] (] [] (X) Xl. NOISE. Would the project result in: a. Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? [] [] [] [X] b. Exposure of persons to or generation of excessive ground- borne vibration or ground-borne noise levels? [] [] ]] [X] c. A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? [] [] [] IN d. A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the • project? 11 11 11 IN Initial Study/Environmental Checklist -8- City of San Juan Capistrano, California • Potentially Potentially Less than No Significant Significant Significant Impact Impact Impact Impact unless Mitigated e. For a project located within an airport land use plan or,where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? [] [] [] [X] f. For a project within the vicinity of a private airstrip,would the project expose people residing or working in the project area to excessive noise levels? [] [] I [X] XII. POPULATION AND HOUSING. Would the project: a. Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses or indirectly (for example, through extension of roads or other infrastructure)? [] [] (] IN b. Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere? [] [] [] (X] • c. Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? [] I I [X] XIII. PUBLIC SERVICES. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Fire Protection? (] [] (] [X] Police Protection? (] [] [] [X] Schools? [] [] [] [X] Parks? [] [] [] [X] Other public facilities? [] [] [] [X] XIV. TRANSPORTATION/TRAFFIC. Would the project: a. Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system(.e., result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? [j [] I [X] b. Exceed, either individually or cumulatively, a level of service standard established by the county congestion/management agency for designated roads or highways? [] [] [] (X] • Initial Study/Environmental Checklist -9- City of San Juan Capistrano, California • Potentially Potentially Less than No Significant Significant Significant Impact Impact Impact Impact Unless Mitigated c, Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? [] [] [] [X] d, Substantially increase hazards due to a design feature(e.g., sharp curves or dangerous intersections) or incompatible uses (e.g.,farm equipment)? [] [] [] [X] e. Result in inadequate emergency access? [] [] [] [X] f. Result in inadequate parking capacity? [] [] [] IN g. Conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)? (] [] [] IN XV. UTILITIES AND SERVICE SYSTEMS. Would the project: a. Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? [] [] I IN b. Require or result in the construction of new water or wastewater treatment facilities or expansion of existing • facilities, the construction of which could cause significant environmental effects? [] [] I IN c. Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? [] [] [] IN d. Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? [] (] [] [X] e. Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments? [] [] [] IN f. Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? (] [] [] IN g. Comply with federal, state, and local statutes and regulations related to solid waste? [] [] [] IN XVI. MANDATORY FINDINGS OF SIGNIFICANCE. • Initial Study/Environmental Checklist -10- City of San Juan Capistrano, California • Potentially Potentially Less than No Significant Significant Significant Impact Impact Impact Impact Unless Mitigated a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species,cause a fish or wildlife population to decrease below self-sustaining levels,threaten to eliminate a plant or animal community,reduce the number or restrict the range of a rare or endangered plant or animal, or eliminate important examples of major periods of California history or prehistory? [] [] [j [X] b. Does the project have the potential to achieve short-term,to the disadvantage of long-term, environmental goals? [] [] [] [X] c. Does the project have impacts which are individually limited, but cumulatively considerable ("Cumulatively considerable" means the project's incremental effects are considerable when compared to the past, present, and future effects of other projects)? [] [] [] [Xj d. Does the project have environmental effects which will have substantial adverse effects on human beings, directly or [] I I [X] indirectly? • • Initial Study/Environmental Checklist -11- City of San Juan Capistrano, California • 14. DISCUSSION OF ENVIRONMENTAL EVALUATION I. AESTHETICS: City-adopted significance thresholds provide that aesthetic impacts may be deemed significant if the project would: result in visually offensive structures/uses (outdoor storage,towers/antenna, etc.) or development within view of General Plan-designated scenic highways, or obstructs views of General Plan- designated ddgelines; or, be substantially inconsistent with the City's Architectural Design Guidelines; or, the installation of outdoor lighting including lighted athletic fields/courts, commercial/industrial parking lots, automobile sale display areas in excess of lighting standards established by Title 9. The project would not exceed significance thresholds with respect to light and glare impacts. II. AGRICULTURAL RESOURCES. The City's adopted significance thresholds provide that an agricultural resource impact maybe deemed significant if the project would: convert Prime Farmland (as defined by the California Dept. of Agriculture) to a non-agricultural use; or, conflict with existing agricultural zoning a Williamson Act contract or require cancellation of a contract; or, result in changes in the physical environment which would result in the conversion of farmland to non-agricultural use. The project would not exceed significance thresholds with respect to potential agricultural resource impacts. • III. AIR QUALITY: The City's adopted significance thresholds provide that air resource impacts may be deemed significant if the project would: exceed advisory project emission thresholds established by the SCAQMD using the Mobile Assessment of Air Quality Impacts (MAAQI) model or other air quality assessment method(s) recognized or established by the California Air Resources Board; or, result in locally elevated levels of regulated air emissions (e.g. carbon monoxide) in close proximity to schools, hospitals, senior housing, senior assisted living/congregate care facilities or similar land uses; or involve animal storage, manure stockpiling, industrial processes, food processing or similar uses which consistently produce detectable, offensive odors. The proposal would provide the final link in an existing bicycle trail and would not result in any additional vehicle trips or activities which could have air quality impacts. Therefore, the project would not result in have significant air quality impacts. IV. BIOLOGICAL RESOURCES: The City's adopted significance thresholds provide that biological resource impacts may be deemed significant if the project would: clear areas, previously undeveloped, of existing natural vegetation which serves as primary habitat for animal species protected by the California Endangered Species Act (CESA) and Federal Endangered Species Act(FESA); or, after or remove areas under jurisdiction of the US Army Corps of Engineers pursuant to Section 404 of the Federal Clean Water Act; or, block/develop over established wildlife corridors (streams and valleys) which link major habitat areas or introduce livestock or unrestricted domestic pets to previously undeveloped areas. • Initial Study/Environmental Checklist -12- City of San Juan Capistrano, California • The project would not exceed significance thresholds with respect to biologic resource impacts. V. CULTURAL RESOURCES. City-adopted significance thresholds provide that cultural resource impacts may be deemed significant if the project would: disturb paleontological resources; or, disturb archeological resources; or, demolish/alter a site/structure, or alter the context of a site/structure listed on the City's Inventory of Historic and Cultural Landmarks or the State or National Register of Historic Places (CEQA, Appendix'W); or the project is on a recorded sensitive site or adjoins such a site; or effect a site of City-documented historical significance to the Juaneno Band of Mission Indians; or, restrict existing religious or sacred uses. The project site is located in close proximity to the banks of San Juan Creek; an area in which the presence of archaeological resources is a high probability. Mitigation is appropriate. Mitigation Measure#6 -Prior to issuance of a grading permit ,the applicant will retain the services of a SOPA (Society of Professional Archeologists)-certified archeologist who will monitor all grading and excavation for potential impacts on cultural resources including archeological, paleontological, and historic resources. The applicant will provide an executed contract for services with a SOPA- certified archeologist including a scope-df-work which provides for comprehensive monitoring; a contingency for assessment, recovery, and/or evaluation; and the preparation of a technical memoranda or report. In the event cultural resources are encountered during grading, the monitor may cease grading operations, consistent with City Council policy, to allow for the assessment, • recovery, and/or evaluation of any cultural resources. VI. GEOLOGY & SOILS: The City's adopted significance thresholds provide that geologic impacts may be deemed significant if the project would: be situated in an area of moderate or high risk potential for seismic ground shaking per the General Plan Seismic Safety Element; or, be situated in an area of moderate or high risk potential for seismic ground shaking per the General Plan Seismic Safety Element; or, be situated in an area of moderate or high risk potential for liquefaction per the General Plan's Geotechnical Land Use Capabilities Map; or, be situated within the potential area of effect associated with seiche,tsunami, or volcanic events; or, be situated in an area of moderate or high risk potential for landslides per the General Plan's Geotechnical Land Use Capabilities Map; or, grade erosion-prone soils in areas subject to high winds or water flow (channel or sheet); or, bore,grade, cut,or construct on an otherwise stable land mass resulting in a reduction of bearing capacity below minimum accepted engineering limits; or, be situated in an area of moderate or high risk potential for expansive/erosive soils per the General Plan's Geotechnical Land Use Capabilities Map; or, grade or develop within a General Plan-designated "major ridgeline", or a canyon, drainage swale, steep slopes, floodplain, or significant rock outcropping. The project would not exceed significance thresholds with respect to geology and soil impacts. VII. HAZARDS&HAZARDOUS MATERIALS: The City's adopted significance thresholds provide that hazard • impacts may be deemed significant if the project would: Initial S_tudy/Environmental Checklist -13- City of San Juan Capistrano, California • consist of a service station, commercial nursery, agriculture, electroplating, or similar use which uses, stores, dispenses, and/or transports hazardous materials (per California Government Code) within 300 feet of sensitive receptors including residential areas, day-care centers, hospitals, convalescent homes, etc.; or, be inconsistent with the San Onofre Nuclear Generating Station (SONGS) emergency evacuation plan; or, include the use,processing,and/or transport of solid waste (landfill), household hazardous waste (facilities), manufacture of explosives or flammables, hazardous waste processing, radioactive materials (medical) or similar uses; or,. develop residential uses in close proximity to a solid waste landfill, household hazardous waste facilities, manufacturing of explosives or flammables, hazardous waste processing, radioactive materials or similar uses; or, not comply with the City's adopted fuel modification ordinance provisions. The project would not exceed significance thresholds and therefore will not have significant hazard impacts. VIII. HYDROLOGY & WATER QUALITY: The City's adopted significance thresholds provide that water resource impacts may be deemed significant if the project would: increase the impervious surface coverage more than 20%, or increase the quantity of stormwater ,runoff by greater than 20%, or discharge new stormwater to existing storm drainage facilities; or, be located in a designated 100 year special flood hazard area based on the FEMA Flood Insurance Rate Maps or the project would obstruct or interfere with stream flows in such areas; or, consist of power plant operation,industrial/manufacturing processes, or automotive repair/service • subject to NPDES (National Pollution Discharge Elimination System) standards which would involve the discharge of cooled/heated water, or pollutant laden runoff into surface waters; or, change the water surface elevations of ponds/lakes by at least one foot or the quantity (Q) of water by at least 10%; or, move the alignment or modify the channel geometrics of existing an "blueline"stream. change the quantity of groundwater, either through direct additions or withdrawals, or by interception of an aquifer by cuts or excavations; or, alter the direction or rate of flow of groundwater; or, likely result in conditions which violate groundwater quality standards established by the San Diego Regional Water Quality Control Board (RWQCB); or, use at least 5% of existing estimated groundwater capacity as determined by the San Diego Regional Water Quality Control Board (RWQCB). The project would not exceed significance thresholds with respect to water resource impacts. IX. LAND USE: The City's adopted significance thresholds provide that a land use impact may be deemed significant if the project would: not be a permitted or conditional use within the Zoning classification or proposes a General Plan, or Zoning Map designation which are inconsistent with the General Plan or Land Use Code consistency matrix; or, conflict with adopted environmental plans/policies adopted by agencies with jurisdictiorr over the project; or, include a General Plan Amendment or zone change to change the designation of a parcel from one category to another (categories include residential [1.0], open space and recreation [2.0], commercial [3.0], industrial [4.0], and institutional [5.01); or, • convert an amount of agricultural acreage so that less than 20 acres or 50% of the original acreage remained; or, Initial Study/Environmental Checklist -14- City of San Juan Capistrano, California • propose a physical barrier including an arterial street, utility corridor, open drainage way, or similar feature. Based on the significance thresholds,the project would not result in a significant land use impact. X. MINERAL RESOURCES:The City's significance threshold provides that energy&mineral resource impacts may be deemed significant if the project would conflict with adopted energy conservation plans; or use non-renewable resources in an inefficient manner; or result in the loss of availability of a known mineral resource that would be a future value to the region and State's residents. The project will not exceed thresholds and therefore will not result in significant energy&mineral resource impacts. Xl. NOISE: The City's adopted significance thresholds provide that noise impacts may be deemed significant if the project would: include outdoor recreation, amplified sound, industrial processes, automotive repair or similar activities and/or is situated next to noise sensitive land uses including hospitals, convalescent homes, or schools; or, result in noise levels which exceed the standards established by the General Plan's Noise Element. The project would not exceed significance thresholds with respect to noise impacts. XII. POPULATION & HOUSING: The City's adopted significance thresholds provide that population and housing impacts may be deemed significant if the project would: • exceed population projections established by the General Plan Land Use Element.; or, exceed population projections for a project site based on General Plan designations; or eliminate existing very-low or low income dwellings (based on Housing & Urban Development (HUD) or Housing & Community Development (HCD) criteria); or, proposes five or more lots/dwellings with no provision for very-low or low income dwellings. Based on the significance threshold, the project would not result in significant population and housing impacts. XIII. PUBLIC SERVICES: The City's adopted significance thresholds provide that public service impacts may be deemed significant if the project would exceed the General Plan Growth Management Element service standard for police, fire, parks, roads, and government services; or in the case of schools, Capistrano Unified School District(CUSD) service standards. The project would not exceed significance thresholds and therefore will not have significant public service impacts. XIV. TRANSPORTATION: The City's adopted significance thresholds provide that transportation impacts may be deemed significant if the project would: generate traffic resulting in at least a 5% increase in ADT on adjoining public streets; or, reduce intersection levels of service on primary/secondary arterials to a level below the minimum established by the General Plan Growth Management Element; or, provide no frontage improvements to attain a geometric section consistent with that established by the General Plan Circulation Element and Master Plan of Streets&Highways; or, increase traffic in areas with statistically-significant, higher than average accident rates; or, not meet emergency access requirements of the Orange County Fire Authority(OCFA). convert existing parking to an alternate use or requires additional parking and does not meet Title 9 parking standards; or, • create barriers to non-motorists (e.g. pedestrians, bikes, etc.); or, Initial Study/Environmental Checklist -15- City of San Juan Capistrano, California • conflict with adopted policies supporting alternative transportation; or, create rail,waterborne, or air traffic impacts? In order to minimize rail traffic disruptions during construction, construction is proposed to be phased such that the rail line will only need to be closed for one night. During this period freight traffic will be re-scheduled, however two passenger trains may be affected by the closure. To accommodate passenger service,the passengers of these two trains will be bused from the San Clemente Metrolink Station to the Irvine Metrolink Station, providing uninterrupted travel. Furthermore, the proposal would provide the final link in an existing bicycle trail and would not result in any additional vehicle trips. Therefore,the project would not exceed significance thresholds with respect to transportation or circulation impacts. XV. UTILITIES: The City's adopted significance thresholds provide that utility impacts may be deemed significant if the project would exceed standards of San Diego Gas and Electric (SDG&E) Company for gas and electric, Pacific Bell Telephone for telephone, Capistrano Valley Water District(CVWD) for water, Southeast Regional Reclamation Authority (SERRA) for sanitary sewer, City Master Plan of Drainage for storm drainage, and the California Integrated Water Management Board/Agency for solid waste. The project would not exceed significance thresholds and therefore will not have significant utility impacts. XVI. MANDATORY FINDINGS OF SIGNIFICANCE. a. The project does not have the potential to degrade the quality of the environment,substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to decrease below self- sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal, nor eliminate important examples of major periods • of California history or prehistory. b. The project does not have the potential to achieve short-term, to the disadvantage of long-term, environmental goals. c. The project does not have impacts which are individually limited, but cumulatively considerable ("Cumulatively considerable" means the project's incremental effects are considerable when compared to the past, present, and future effects of other projects). d. The projectwill not have environmental effects which will have substantial adverse effects on human beings, directly or indirectly. 16. PREPARATION. The initial study for the subject project was prepared by: C.J. mstrup, Senior Plan er 17. D TERMINATION. (To be completed by lead agency) Based on this initial evaluation: [ ] I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. • Initial Study/Environmental Checklist -16- City of San Juan Capistrano, California • [X] I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because the mitigation measures described herein have been included in this project. A MITIGATED NEGATIVE DECLARATION will be prepared. [ ) I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. 18. DE MINIMIS FEE DETERMINATION (Chapter 1706, Statutes of 1990-AB 3158) [X] It is hereby found that this project involves no potential for any adverse effect, either individually or cumulatively, on wildlife resources and that a "Certificate of Fee Exemption" shall be prepared for this project. [ ] It is hereby found that this project could potentially impact wildlife, individually or cumulatively, and therefore fees shall be paid to the County Clerk in accordance with Section 711.4(d) of the Fish and Game Code. 19. ENVIRONMENTAL ADMINISTRATOR DETERMINATION (Section 9-2.201 of SJC Municipal Code): The initial study for this project has been reviewed and the environmental determination, contained in Section V. preceding, is hereby approved: Thomas Tomlinson, Environmental Administrator 20. PROPERTY OWNER/APPLICANT CONCURRENCE: The property owner/ applicant signifies by their signature below their concurrence with all mitigation measures contained within this environmental document: R. Anthony F ster, Engineering Assistant (C:\OFFICE\W PW IN\ENVFORMS\IS0623.CIT) • O� 9G) ' Gary L.Granville Orange County Clerk-Recorder �P P.O.Box 238 • q� /PO Santa Ana, Ca 92702 (714)834-3005 I ^ Office of the Orange County Clerk-Recorder Memorandum SUBJECT: Environmental Impact Reports- Amendment of"Public Resources Code,Section 21092.3" --7b M The attached Negative Declaration was received,filed and a copy was posted on It retrained posted for 30(thirty)calendar days. Gary L. Granville County Clerk-Recorder of the State of California in and for the County of Orange By. Rose M. S010fio Deputy Public Resource Code 21092.3 The notices required pursuant to Sections 21080.4 and 21092 for an environmental impact report shall be posted in the office of the County Clerk of each county***in which the project will be located and shall retrain posted for a period of 30 days. Ile notice reruired pursuant to Section 21092 for a negative declaration shall be so hosted for a period of 20 days,unless otherwise required by law to be posted for 30 days. The County Clerk shall nost notices within 24 hours of receigt, Public Resources Code 21152 All notices filed pursuant to this section shall be available for public inspection, and shall be posted ***within 24 hours of receipt in the office of the County Clerk. Each notice shall remain posted for a period of 30 days. ***Thereafter, the clerk shall return the notice to the local jgad agency***within a notation of the period it was posted. The local lead agency shall retain the notice for not less than nine months. • Additions or changes byunderline; deletions by*** �y A COUN RgRIPMLVERMIT Pae 1 of 2 2004-ll1045 3/2004 aARASG 4:2101PM Permit No: 2004_01045 INS,ff41 N p County of Orange Effective Date: 9/7/2004 714 ] Public Facilities and Resources Department County Property Permits 12:00:ooAM Inspection office shall be notified at least Expiration Date: 9i600 00A5 TWO(2)WORK DAYS PRIOR to Main Office:300 North Flower Street,Room 122 commencing permitted use.FAILURE Santa Ana,California 92703-5001 TO OBTAIN INSPECTION SHALL or P.O.Box 4048,Santa Ana,California 92702-4048 VOID THIS PERMIT Phone:(714)834-5529 or Fax: (714)835-7425 PERMITTEE FACILITY City of San Juan Capistrano 32400 Paseo Adelanto Type Facility Name Number San Juan Capistrano,CA 92675 SAN JUAN CREEK CHANNEL Lot Vereda/San Juan Creek Bikeway(Regi NONE 949493-1171 Contact Person Tony Foster Telephone No. 949443-6351 Insured GROUP DELTA CONSULTANTS,INC. Policy BKOI299702 Expires 2/4/2005 (County/Flood) PERMITTED USE: User of County property is hereby authorized as follows,subject to provisions attached hereto: To construct and maintain V ereda/San Juan Creek Bikeway(Regional Class I)undercrossing,construct and maintain two(2) 18-inch storm drain entries,and modifly and maintain two(2)existing 24-inch entries within a portion of Orange County Flood Control District's San Juan Creek Channel(1-0 1)right-of-way. THE ABOVE USES ARE ACCEPTABLE AS DETERMINED BY A —CONCEPTUAL REVIEW"AND WILL REQUIRE ADDITIONAL REVIEW AND PLAN REVISION TO MEET COUNTY STANDARDS. PERMITTEE REQUIRED TO OBTAIN • A RIDER PERMIT AND PAY INSPECTION FEES PRIOR TO START OF CONSTRUCTION TO FINALIZE ISSUES ADDRESSED IN ATTACHED SPECIAL PROVISIONS. FAILURE TO OBTAIN A RIDER PERMIT WILL VOID THIS PERMIT. CEQA Code 1 LOCATION OF WORK: Vereda/San Juan Creek Bikeway(Regional Class I)at San Juan Creek Channel(LO I)and OCTA Railway and 550'east of Camino Capistrano. Dimension/Type: Regional Class I Bikeway Thomas Brothers: 972;C2 Area: San Juan Capistrano CONSIDERATION: Types PWO# Permit Fees Surety Penalty Total Total Fees: $100.00 FC EF68210 $50.00 (2061) $0.00 (2091) $0.00 $50.00 HC EH68210 $50.00 (2062) $0.00 (2092) $0.00 $50.00 PERMITTEE'S ACCEPTANCE: COUNTY APPROVAL: 9/3/2004 George Rakas • PERMIT AND APPROVED PLANS SHALL BE MAINTAINED ON JOB SITE. PERMITTEE SHALL COMPLY WITH REGULATIONS PRINTED ON REVERSE SIDE OF PERMIT AND ATTACHMENTS. ALL UNDERGROUND WORK REQUIRE'btPel Q�ty`� d$t- 'iY l c�io�� e` ��nR&6 n1Yfi>AI'F CJ&0Q 1#JAW9ABLE. TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 2004-01045 1. Permits issued by this Department are pursuant to the authority vested by the Board oVSupervisors for the County of Orange, Orange County Flood Control District,any one or all of which are hereinafter referred to as County. 9 Permittee agrees to save County,its agencies,districts, etc.,including its officers,agents or employees,harmless from any and all Walties, liabilities or loss resulting from claims or court actions, arising directly out of any damage or injury to persons or property by on of the acts or omissions of Permittee, its agents,employees or independent contractors in exercising any of the privileges herein granted or in consequence thereof. The Permittee shall file a written accident report with the County of Orange for any property damage, death or injuries on project site within 48 hours atter such incident occurs. The accident report shall include,but is not limited to,the following information,0 available: time and date,location, nature of accident, names of people injured, description of property damage,police report number,and description of job site condition at the time of accident. Failure to file an accident report shall be considered a violation of the permit provisions and may cause revocation of this permit. Accident report shall be filed with the Inspection section assigned to the project. Contact can be made at the following telephone numbers: Construction Inspection 567-7804 1152 E. Fruit Street Santa Ana, CA 92702 Operations Inspection 567-6300 10852 Douglass Road Anaheim, CA 92806 3. Should any damage or injury to County works occur during initial use and/or as a result of this permitted use, either through the acts of agents,servants, or employees of Permittee or by any indepepdent contractor of Permittee In the exercise of the rights herein granted, Permittee shall immediately,upon the written demand of County, restore such works to the condition of same on the date of the occurrence of said damage or injury at Permittee's cost or expense. The question as to whether or not any such damage or injury has been caused to the works shall be determined by the Director of Resources&Development Management Department and his determination shall be final. In the event repair by County is necessary, Permittee shall pay County the cost of such repairs. unty reserves the right unto itself to perform any work, upon any portion or all of the area covered by this permit, or to do any other work cessary at any time. Such work may be performed without incurring any liability of any nature whatsoever to the Permittee. It is further understood and agreed that County reserves unto itself the rights of ingress over all or any portion of the subject area. 5. Neither this permit nor any of the rights herein granted shall be assigned without the prior written approval of the County. 6. By acceptance of this permit, Permittee acknowledges and assumes all responsibility for compliance with requirements of other regulatory governing agencies including, but not limited to,zoning regulations, applicable ordinances and laws,etc.,of the County of Orange,the State of California, or others having regulatory control over the use granted herein. 7. A copy of this permit and approved plans, If applicable,shall be maintained at the site of work and be shown to any authorized representative of the County or other regulatory governing agency upon request. 8. No access or work shall be performed within County rights of way without the full knowledge of County's inspector,who shalt be given not less than two work days'advance notice of the initiation of permitted use. Failure of Permittee to obtain inspection shall void this permit and necessitate reapplication by Permittee. 9. This permit may be immediately revoked for reasons in the best interest of the County, including violation of permit provisions or other applicable rules and regulations or for the creation of a nuisance upon notice given by the Director of the Public Facilities& Resources Department or authorized representative. In the event of such revocation, Permittee shall immediately cease all operations and restore County right of way as directed by County's inspector. 10. Any construction performed within County properties shall be in accordance with Orange County Public Facilities & Resources Department Standard Plans and established criteria. Any deviation must be specifically detailed and highlighted on plans in a manner meeting the approval of County Property Permits. No uses other than that as stated on this permit shall be exercised. Public right of way shall not be used for administrative operations or storage of equipment, materials, supplies, etc. (Codified Ordinances,Title 6,Section 6-1-1,at seq.,of the County of Orange) TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 2004-01045 11. RIGHT OF WAY RESERVATIONS: The permission granted hereby extends only to those which the County of Orange has in the real Aftperty and no warranty of any kind is made hereby that the said County possessed any or all of the rights of title necessary for Permittee accomplish work under this permit, and Permittee is cautioned to satisfy itself that it has obtained all necessary rights or permits prior to commencement of work. This permit shall not constitute a grant of any interest in or to real property belonging to the County of Orange or any other person or entity. References to Director signify the Director, Resources&Development Management Department(RDMD),or his assignees. 12. WORKING HOURS: All work shall be performed within working hours of Orange County RDMD permit inspection group,unless prior arrangements have been made with the inspection group. 13. SURVEY MONUMENTS: It is imperative that Permittees NOTIFY THE SURVEY OFFICE,telephone 714-834-3102,of Orange County RDMD at least 48 hours prior to removing or replacing any Survey monuments. All monuments shall be replaced at Permittee's expense and MUST be replaced in kind within 0.01 feet of their original horizontal and vertical location,unless otherwise specified in writing. CONSTRUCTION REQUIREMENTS 14. RESURFACING BY PERMITTEE OR COUNTY SPECIFICATIONS: Temporary patching of trench is required on lateral cuts in surfaced streets immediately after backfilling. Permanent pavement shall be placed within thirty(30)working days after completion of backfilling operations. All excavations shall be backfilled or covered or otherwise protected, in a manner meeting the approval of the inspector, at the end of each work day.The inspector may require any pavement removal to be patched with temporary AC immediately after backfilling. Where pavement or surfacing has been removed by acceptable method,as determined by inspector,and trench edges sawed, Permittee shall replace it with a structural section the same as that removed plus an additional one inch(1")of AC. In no case shall the replacement structural section be less than 5"AC/NS or 3"AC/6"PMB per Standard Plans. The inspector shall approve all structural sections prior to placement. Where Portland Cement Concrete pavement is removed or damaged, it shall first be sawed at excavation limits, providing distance to the next"joint is more than five(5)feet away; if not,then it shall be removed to next joint without damaging adjacent pavement and subsequently replaced with Portland Cement Concrete. 15. LOCATION OF PIPES AND CONDUITS: All pipes and conduits laid parallel to the roadway at least five(5)feet from edge of the pavement or graded traveled roadway,unless otherwise authorized in writing by the Director. A&MUM COVER: The uppermost portion of any pipeline or other facility shall be installed NOT LESS THAN thirty(30)inches below the lowest portion of the roadway surface or ditch, unless otherwise authorized in writing by the Director. 17. STANDARD SPECIFICATIONS: Unless otherwise indicated on permit, all work shall be done in accordance with Orange County Public Facilities& Resources Department Standard Plans and the Standard Specifications for Public Works Construction latest issues. 18. COUNTY PROJECTS: This permit DOES NOT give Permittee permission to delay or interfere with the construction of County projects. Installation shall be subject to the approval of and at the convenience of County s contractor. Prior to any excavation, written permission must be obtained from said contractor and presented to resident engineer,stating that installation will NOT DELAY or interfere with said contractor's operation. If permission is DENIED,then work shall be delayed until completion of said contract. 19. TUNNELING OR BORING: All improved streets, as shown on Master Plan of Arterial Highways, MUST be bored or tunneled. All boring, tunneling and placing conduits, casing and pipelines shall be done in such a manner that the existing driving lanes will NOT be disturbed. If a casing is installed to receive conduit or pipeline,all voids between casing and conduit shall be filled with grout or sand. Bore pit shall not encroach within five(5)feet from edge of pavement. 20. OPEN CUT METHOD: Open cutting of local streets may be permitted. NOT more than one-half(1/2) of the width of a traveled way shall be disturbed at one time and the remaining width shall be kept open to traffic. Two-way traffic shall be maintained on pavement at all times. A. Minimum clearance of two (2)feet adjacent to any surface obstruction and a five (5)toot clearance between excavation and traveled way shall be maintained. B. Backfill material shall be subject to RDMD inspector's approval prior to placement. RDMD inspector may require 2-sack cement slurry backfill. PERMANENT A.C. PATCH shall be placed within thirty(30)working days after completion of backfilling operations. 21. COMPACTION: All backfill replaced in excavation within road right of way shall be compacted until relative compaction is NOT LESS than ninety percent(90%), as determined by the Relative Compaction Test as specified in the Orange County Public Facilities&Resources ..Qepartment Standard Plans. PMB (aggregate base)shall be compacted to a relative compaction of NOT LESS than ninety-five percent Continued... TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 2004-01045 After completion of backfill and compaction operations and before permanent paving is-replaced,contractorshall call for compaction tests to be performed and shall provide for test holes at locations and as directed by the inspector. In lieu of test holes as specified above, contractor may elect to call for compaction tests in successive lifts of backfill not to exceed two(2)feet vertically in time each lift of backfill is placed and compacted. PLACING ENTIRE DRIVING AND/OR BIKE LANE: If surfacing or pavement within driving lanes of a highway,as shown on the Master Ian of Arterial Highways or within a bikeway,is removed or damaged by Permittee's operation, existing surfacing or pavement for width of the driving or bike lane and for the length of the damaged surfacing shall be removed and replaced to a distance of not less than one hundred(100)feet. Such removal and replacement shall be to the satisfaction of the Director. 23. OIL-MIXED SHOULDERS: Improved oil-mixed shoulders are to be remixed to minimum depth of four(4)inches with an approved oil-mixing machine using approximately Yz gallon to 2Yx gallons of SC 800 per square yard as determined by the Director. In lieu of the former,the entire width of the shoulder may be removed to a minimum depth of two(2)inches and replaced with a minimum of two(2) Inches of AC. 24. CONCRETE SIDEWALK OR CURB: All concrete sidewalks or curbs shall be saw-cut to the nearest control joint and replaced in conformance with applicable provisions of the Orange County Public Facilities&Resources Department Standard Plans and Standard Specifications for Public Works Construction. Sidewalk removal and replacement shall be to the satisfaction of the Inspector. 25. CARE OF DRAINAGE: If the work herein contemplated shall interfere with established drainage, ample provision shall be made by the Permittee to provide for it,as may be required by the Director. All roadside drainage ditches shall be restored to original grades, and inlet and outlet ends of all culverts shall be left free and clear. 26. COMPLIANCE WITH TERMS OF PERMIT: Permittee shall not make or cause to be made any excavation,at construct,place upon, maintain, or leave any obstruction or impediment to travel,or pile or place any material in or upon any highway, under the surface of any highway, at any location or in any manner other than that described in application as approved by the Director, or contrary to terms of permit or of any provision of the Ordinance hereinbefore referenced. Permittee agrees that if installation of any nature or kind placed in the excavation,fill or obstruction,for which permit is issued,which shall at any time in the future interfere with use, repair, improvements,widening or change of grade of highway, Permittee or his successors or assigns,with ten (10) days after receipt of written notice from the Director to do so,at his own expense,either remove such installation or 0cale to a site which may be designated by the Director. Permittee hereby agrees to do all work and otherwise comply with provisions of Orange County Codified Ordinances Title 6,Section 6-1-1, et seq., as amended,terms and conditions of this permit, and all applicable rules and regulations of the County of Orange. All work shall be performed in accordance with provisions of this Ordinance and of all applicable laws, rules and regulations of Orange County and to the satisfaction of the Director. After work has been completed, all debris and excess material from excavation and backfill operations shall be removed from right of way and the roadway left in a neat and orderly condition. All approaches to private driveways and intersecting highways and streets shall be kept open to traffic at all times. Excess materials which adhere to roadway surfacing,as a result of construction operations,shall be removed by approved methods to the satisfaction of the Director. TRAFFIC 27. ARTERIAL HIGHWAY TRAFFIC LANES: Two-way traffic shall be maintained at all times.At no time between the hours of 7:00 a.m. and 8:30 a.m. and between the hours of 4:00 p.m.and 6:00 p.m.,Monday through Friday(excluding legal holidays),shall there be any obstruction of an arterial highway traffic lane. Said restriction shall apply to vehicles, equipment, material,traffic control devices, excavation, stockpile or any other form of obstruction. Any exceptions must be approved specifically by a traffic control plan and by County-designated Supervising Construction Inspector. 28. PROTECTION OF TRAVELING PUBLIC: Permittee shall take adequate precautions for protection of the traveling public. Barricades, flashing amber lights and warning signs,together with flagmen,where necessary,shall be placed and maintained in accordance with the State of California Manual of Traffic Controls, For Construction and Maintenance Work Zones until the excavation is refilled,the obstruction removed, and roadway is safe for use of traveling public. The Director may specify,as a condition of the issuance of the permit,safety devices or measures to be used by Permittee, but failure of Director to so specify the devices or measures to be used shall not relieve Permittee of his obligation hereunder. Trenching for installation across any intersecting roadway open to traffic shall be progressive. NOT more than one-half(1/2) of the width of a traveled way shall be disturbed at one time,and the remaining width shall be kept open to traffic by bridging or backfilling. • Continued TO BE ATTACHED TO AND MADE A PART OF PERMIT NO. 2004-01045 29. SIGNALIZED INTERSECTION: Permittee shall notify Orange County RDMD/rraffic Section at 714-834-5961, at least 72 hours in advance of any excavation within one hundred(100)feet of a signalized intersection. Permittee and/or his contractor shall assume cost and responsibility for maintaining existing and temporary electrical systems or any other item or portion of work, as may be deemed necessary dvisable for protection of highway and traveling public and payment of all costs incurred by the County of Orange in repairing facilities maged during construction. Applicant shall immediately repair or replace any damaged traffic control devices and/or striping facilities. PERMITTEE'S OBLIGATION 30. RESTORATION: APPLICANT SHALL RESTORE THE ROADWAY TO ITS ORIGINAL OR BETTER CONDITION AND CAUSE ANY PERMANENT PAVING TO BE COMPLETED AS SOON AS POSSIBLE. Immediately upon completion of the work necessitating the excavation or obstruction authorized by any permit issued pursuant to the aforementioned Ordinance, Permittee shall promptly,and in a workmanlike manner, refill the excavation or remove the obstruction to the satisfaction of the Director. If Permittee fails or refuses to refill any excavation which he has made or remove any obstruction which he has placed on any highway, the Director may do so and Permittee shall promptly reimburse County the cost thereof. If any anytime subsequent to first repair of a surface of a highway damaged or destroyed by any excavation or obstruction in such highway,it becomes necessary again to repair such surface due to settlement or any other cause directly attributable to such excavation or obstruction, Permittee shall pay to County the cost of such additional repairs made by the Director. Cost shall be computed by the Director as provided in Section 6-3-47 or Section 6-3-49 of the aforementioned Ordinance,whichever, in the judgment of the Director,will most fairly compensate County for expenses incurred by it. 31. PERMITTEE TO PAY DEFICIENCY. If any deposit is insufficient to pay all fees and costs herein provided, Permittee shall,upon demand, pay to the Director an amount equal to the deficiency. 32. EFFECT OF FAILURE TO PAY COSTS OF DEFICIENCY: If Permittee, upon demand,fails to pay any deficiency as provided in Section 6-3-77 of the aforementioned Ordinance,or shall fail to pay any other costs due County hereunder for which no deposit has been made, County may recover same by an action in any court or competent jurisdiction. Until such deficiency or costs are paid in full, a permit hereunder shall not thereafter be issued to Permittee. 33. TAXABLE POSSESSORY INTEREST: Permittee acknowledges that a taxable possessory interest may have been created by this permit and that Permittee may be subject to payment of property taxes levied on such interest. (Reference is made to California Revenue and axation Code,Sections 107, 107.4 and 107.6.) 3 DITIONAL COST: Any additional cost incurred by Permittee incidental to this work NOT shown on the face of the permit, shall be bome by Permittee. 35. COMPLIANCE: Any CONDITIONS shown in regulations,attachments,and/or provisions of Codified Ordinance and all applicable laws, rules and/or regulations of Orange County or any other regulatory governing agency pertinent to work on the face of this permit MUST be complied with. Section 6424 of the California Labor Code requires contractors planning excavation or trench work to obtain a permit for such work from the State of California, Department of Industrial Relations, DIVISION OF INDUSTRIAL SAFETY. CONDITION:ORANGE COUNTY RESOURCES&DEVELOPMENT MANAGEMENT DEPARTMENT DOES NOT PERFORM ANY INSPECTION UNDER THIS PERMIT PERTAINING TO THE PROTECTION AND SAFETY OF PERSONNEL OR EQUIPMENT. THIS IS THE RESPONSIBILITY OF PERMITTEE. The Director may, either at the time of the issuance of the permit or at any time thereafter until completion of the work, prescribe such additional conditions as he may deem reasonably necessary for the protection of the highway or for the prevention of undue interference With traffic or to assure the safety of persons using the highway. The Permittee shall make proper arrangements satisfactory to the Director for and bear the cost of relocating any structure, public utility, tree or shrub where such relocation is made necessary by the proposed work for which a permit is issued. Permittee is aware of Ordinance No.2717 concerning the registration and disclosure of lobbyists �m/ot U$ - "R RESOURCES & DEVELOPMENT MANAGEMENT DEPARTMENT COUNTY PROPERTY PERMITS �9``F�"�P SPECIAL 2004-01045-PROVISIONSPermit No. • By acceptance of this permit, permittee agrees to the following: 1. City to provide Orange County Flood Control District (OCFCD) with ingress-egress easement rights covering the bikeway/maintenance road where it extends outside of the OCFCD's existing Right-of-Way (ROW). Additionally, City to obtain a license in favor of the OCFCD authorizing the OCFCD's ingress-egress under OCTA's railroad bridge and ROW. 2. The AC bikeway/maintenance road section constructed has a minimum of 4"AC/6"AB. The section under the railroad (8%+) shall be constructed of PCC and satisfy the County's RDMD/Materials Lab Engineer requirements. 3. City shall be responsible for installing,operating and maintaining the bikeway and bridge improvements. 4. Currently, Trabuco Creek and San Juan Creek Channels may not be capable to convey the 100-year peak discharges. Consequently, the City shall acknowledge that OCFCD will not be responsible for any potential damages to the proposed facilities during major flood events. 5. If the future improvements to Trabuco Creek and San Juan Creek Channels require relocation of any of the proposed storm drains, bikeway and the related easements, then City's improvements will be relocated at City expense. • 6. Based on the needed level of flood protection provided by the City, mitigation measures (i.e., flap gates) may be necessary for any storm drains connecting to San Juan Creek or its tributaries to prevent backflows and flooding of the proposed improvements from the channel during high water stages in San Juan Creek Channel. 7. The City should review the hydrology calculations and ensure that the tributary areas for the proposed storm drains are consistent with the City's Master Plan of Drainage and no diversions are proposed via these storm drains. 8. Portions of the proposed project are located within a FEMA designated 100-year floodplain. Consequently, the City, as the floodplain administrator, should ensure that floodplain regulations are followed. 9. Only Reinforced Concrete Pipes (RCP) shall be constructed within OCFCD right-of-way, not PVC or CMP pipes. 10. The proposed project shall not interfere with OCFCD's operation and maintenance of Trabuco Creek and San Juan Creek. Page 1 of 2 • 11. The City should be solely responsible for any environmental impacts of the proposed project,, including any needed regulatory pern-tits-that may be required (e.g. Army Corps of Engineers and Department of Fish &Game). • 12. Signage and detour plan shall be provided notifying bikeway users of the subject construction work, including start and end dates. 13. Any vehicles using the bikeway for access to the construction site shall exercise caution and proceed slowly, keeping alert for pedestrians and bicyclists. Upon the approach of bikeway users, vehicles shall pull over to the side as far as possible, stop, and allow bikeway users to pass. 14. Pave the under crossing to a width of at least 12 feet so that striping on each side will provide at least 10 feet of usable bikeway width. 15. The vertical and horizontal clearances shall comply with County's flood control design criteria for a Class I bikeway. 16. The bikeway shall be restored to its original condition or better after construction. Repairs shall be coordinated with Ron Broadbelt, Supervising Maintenance Technician, at (714) 567-6222. 17. Label "Proposed Easement"boundaries on plans. 18. Show ownership, maintenance responsibility, permit number and delineate OCFCD right- of-way on plans. • 19. Storm Drain entrances: a. Construct entry per Std. Plan 1326 for trapezoidal channel lined with native soil, and modified for concrete lined channel and for use with flap gates. b. ALL concrete mix designs shall be submitted for County approval prior to use in project. All concrete shall be 560-C-3250 minimum. c. ALL cement residues resulting from saw cutting MUST be vacuumed entirely and disposed in accordance with State requirements. d. RCP bedding per Std. Plan 1319 in OCFCD right-of-way. 20. Retaining wall: Defer to Flood Design group for structural acceptability. 21. Return revised redlined check print with revised drawings. Concur: Print Namme' Sign Name /K Date Page 2 of 2 • ikuv Construction & Demolition Waste Recycling Program ®S Information Sheet �trmx�`r The City of San Juan Capistrano has established a Construction and Demolition (C&D) Waste Recycling Program per ordinance No. 887 and Resolutions No. 03-11-04-04 and 03-11-04-05 to help in diverting C&D waste from landfills and also to comply with mandates of the California Integrated Wasted Management Board (CIWMB). The City's diversion requirement is 50%, which means that certain projects are required to divert 50% of the total C&D waste tonnage at a project site from landfills. Sec. 6-3:08.01 Minimum Construction and Demolition Debris Diversion Requirements Every demolition, remodeling and construction project subject to this article shall recycle, reuse or divert from the landfills or disposal sites the following minimum amounts of designated recyclable and reusable materials in the following percentages based upon the waste tonnage of construction or demolition debris involved in the construction, remodeling or demolition project: (i) Demolition—Fifty percent (50%) of waste tonnage of construction and demolition debris including concrete and asphalt, and fifteen percent (15%) of waste tonnage of construction or demolition debris excluding concrete and asphalt. (ii)Re-roofing of Homes with Shingles, Shakes or Tiles as a Separate Project—fifty percent(50%) of waste tonnage of construction or demolition debris. (iii) Construction and Remodeling—Fifty percent (50%) of waste tonnage of construction or demolition debris. Separate calculations and reports will be required for the demolition and for the construction portion of projects involving both demolition and construction. What projects ate EXEMP-Ffrotri the requirement to divert C&D debris? See. 6-3.08.03: Exemptions The following projects are exempt from the requirements of Section 6-3.08.01. 1. Work for which only a plumbing, electrical, or mechanical permit is required. 2. Seismic tie-down projects. 3. Installation of prefabricated patio enclosures and covers when no foundation or other structural building modifications are required. 4. Installation of prefabricated accessories such as signs or antennas where no structural building modifications are required. 5. Projects less than 250 square feet in size. 6. Projects which have a valuation of less than$10,000.00. 7. Projects which involve a roof, but the tear-off of the existing roof is not required. 8. The construction of new fencing. 9. Single family dwelling (SFD), on a single lot, and not part of a subdivision project, which • obtains a construction and demolition Drop Off Box ("DOB") Service for the projedt-from a solid waste hauler that holds a franchise for solid waste disposal issued by the City, and using that Service for the disposal of all construction and demolition waste from the project that is not reused or recycled at the site of the project. Additionally,this exception shall not apply to SFD with a valuation of$500,000.00 or more, or which exceeds 5,500 s.f. , whichever is-less. •10. Construction or demolition work that the Solid Waste Coordinator determines will not produce construction or demolition waste. The deposit is in the amount of 1%of the valuation of the project. What steps are iti�olvcd if) the Recyclini, Program? Follow the steps below if your project is required to divert C&D debris: Step 1 —Complete and submit a Waste reduction and recycling Plan (WRRCP), Security Deposit, and an Administration Fee($65)with your building or demolition permit application. The WRRCP indicates the estimated quantifies of C&D debris generated at your project site, the estimated quantities of materials reused, recycled, and/or disposed of, and the reuse, recycling, and disposal facilities and service providers you plan to use. Step 2 — During construction/demolition, gather data for your Recycling Summary Report. You are required to keep all weight tags, gate receipts, and/or invoices necessary to document actual quantities of materials generated, reused, recycled, and/or disposed of throughout your project, as well as facilities or service providers used. • Step 3 — Complete and submit a Construction and Demolition Waste Recycling and Disposal Report Summary (Report Summary). Unlike the WRRCP, which is an estimate, the Report Summary documents your actual C&D Waste tonnages. You will need to attach all documentation gathered in Step 2 to the Report Summary. The Report Summary must be completed within sixty (60) days after completion of your project. Step 4— Fill and submit a security deposit refund form along with your report summary. The City will refund your Security Deposit if you have diverted at least the City of San Juan Capistrano's Diversion Requirement of 50%, or illustrated a"good faith effort"to divert C&D Waste. ■ The City of San Juan Capistrano franchised waste hauler, CR&R, will provide assistance to applicants in developing and implementing a WRRCP. CR&R's phone number is (949) 728-0446. ■ Should you have any questions regarding this form, or the C&D Waste Reduction and Recycling Program, please call the City of San Juan Capistrano at (949) 234- 4413. Important related documents: • Ordinance No. 887: Construction and demolition debris recycling Resolution No. 03-11-04-04: Security Deposit for C&D debris and recycling Resolution W. 03-11-04-05: Administration Fee for C&D debris and recycling CITY OF SAN JUAN CAPISTRANO - GENERAL NOTES FOR EROSION AND SEDIMENT CONTROL - BEST MANAGEMENT PRACTICES PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) • IN CASE OF EMERGENCY, CALL: (RESPONSIBLE PERSON) AT (24-HOUR PHONE NUMBER). THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND CERTIFY THAT THE SYSTEM FUNCTIONS PROPERLY AND IS IN ACCORDANCE WITH THE APPROVED PLANS. (SIGNATURE AND REGISTRATION NUMBER) (DATE) 1. THE DIRECTOR OF ENGINEERING & BUILDING, OR DESIGNEE, RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED AS NECESSARY. 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID INSTALLATION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. • 3. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER/BUILDING OFFICIAL OR, IN AN EMERGENCY, BY THE DESIGN CIVIL ENGINEER OR DESIGNEE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. FORECASTS SHALL BE RECEIVED FROM BROADCASTS PROVIDED BY THE UNITED STATES WEATHER SERVICE. 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 6. GRADED AREAS AROUND THE PROJECT PERIMETER, IF APPLICABLE, MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO • AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 1 OF 7 CITY OF SAN JUAN CAPISTRANO - GENERAL NOTES FOR EROSION AND SEDIMENT CONTROL - BEST MANAGEMENT PRACTICES PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) • 8. AREAS SHALL BE MAINTAINED IN SUCH STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 9. FAILURE TO HAVE EROSION CONTROL MEASURES INSTALLED AT THE REQUIRED TIMES WILL RESULT IN FORFEITURE OF THE CLEAN-UP AND COMPLETION DEPOSIT. WORK SHALL NOT CONTINUE UNTIL THE DEPOSIT IS REPLENISHED. 10. PLANTING FOR SLOPE PROTECTION SHALL BE ACCOMPLISHED PRIOR TO ROUGH GRADE RELEASE UNLESS A WAIVER OF THIS REQUIREMENT HAS BEEN OBTAINED FROM THE CITY ENGINEER/BUILDING OFFICIAL. 11. ALL GRADED AREAS SHALL BE DESIGNED TO DRAIN TO AN ACCEPTABLE LOCATION AT A MINIMUM OF 1 PERCENT. 12. DEVICES SHALL BE PROPERLY MAINTAINED IN PLACE UNTIL PROJECT COMPLETION; TORN GRAVEL BAGS SHALL BE REPLACED. 13. BUILD-UP OF SILT AROUND ANY DESILTERS SHALL BE PERIODICALLY REMOVED TO THE SATISFACTION OF THE CITY INSPECTOR AND THE FIELD SUPERINTENDENT. THE CONTRACTOR SHALL ALSO BE • RESPONSIBLE FOR TEMPORARY STORAGE OF EXISTING MANHOLE COVERS, IF APPLICABLE, UNTIL DESILTER USE OF MANHOLE IS COMPLETE. 14. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 18 INCHES. 15. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC DRAINS OR PIPES, FROM DRAINS OR PIPES OF ADJACENT PROPERTIES, AND FROM ALL PUBLIC AND PRIVATE STREETS. 16. SUBSEQUENT RAINY SEASONS. FOR PROJECTS EXTENDING INTO SUBSEQUENT RAINY SEASONS, NEW TEMPORARY DRAINAGE AND EROSION CONTROL PLANS SHALL BE SUBMITTED. THESE PLANS SHALL COMPLY WITH ALL THE ABOVE MENTIONED REQUIREMENTS. 17. EROSION AND SEDIMENT CONTROL SHALL BE IN PLACE AND MAINTAINED DURING THE ENTIRE CONSTRUCTION PERIOD. 18. PROVIDE AT DOWNSTREAM CATCH BASINS A WAY TO CATCH DEBRIS FROM ENTERING CATCH BASIN AND PROVIDE PROTECTION AROUND IT DURING THE ENTIRE CONSTRUCTION PHASE (GRAVEL BAGS OR OTHER CITY APPROVED METHOD.) PROTECTION MUST BE IN PLACE AND • MAINTAINED DURING THE ENTIRE CONSTRUCTION PROCESS. 2OF7 CITY OF SAN JUAN CAPISTRANO - GENERAL NOTES FOR EROSION AND SEDIMENT CONTROL - BEST MANAGEMENT PRACTICES PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) . 19. PROVIDE PROTECTION DURING ENTIRE CONSTRUCTION PHASE AROUND ALL INLETS WHERE SOIL IS NOT STABILIZED YET WITH VEGETATION (GRAVEL BAGS OR OTHER CITY APPROVED METHOD.) 20. PROVIDE SEDIMENT TRAP AT OUTLET OF ALL PIPES, PRIOR TO ENTERING V-GUTTERS DURING ENTIRE CONSTRUCTION PHASE. RIP RAP MAY BE USED IF APPROPRIATE. 21. IF DEEMED NECESSARY BY CITY INSPECTOR, PROVIDE ADDITIONAL GRAVEL BAGS OR STRAW BALES ON-SITE, ESPECIALLY IN AREAS WITH STEEP SLOPES, TO SLOW WATER AND PROVIDE ADDITIONAL SEDIMENT CONTROL DURING ENTIRE CONSTRUCTION PHASE. 22. IF DEEMED NECESSARY BY CITY INSPECTOR, PROVIDE TWO ROW HIGH GRAVEL BAGS OR STRAW BALES ON THE SLOPE DOWNSIDE NEXT TO ANY PROPOSED SILT FENCES. 23. ALL DISTURBED SLOPES SHOULD BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION (SUCH AS HYDRO SEEDING, OR OTHER APPROVED MEASURES). ALL INLETS SHOULD BE PROTECTED UNTIL VEGETATION IS AT LEAST 80% ESTABLISHED. • 24. STABILIZED CONSTRUCTION ENTRANCES MUST BE SET UP PRIOR TO ANY GRADING OR EARTHWORK OPERATION. CONTRACTOR TO MAINTAIN ENTRANCE DURING CONSTRUCTION. 25. SAW CUTTING WATER RUNOFF: SAW CUTTING WATER RUNOFF CONTAINS POLLUTANTS THAT MUST BE CONTAINED AND DISPOSED OF PROPERLY. THE CONTRACTOR SHALL: REVENT SAW CUT WATER RUNOFF FROM ENTERING CATCH BASINS, MANHOLES, AND STORM DRAINS. DIRECT WATER INTO A TEMPORARY PIT, AND DISPOSE OF THE WATER BY VACUUMING THE WATER INTO A TRUCK AND REMOVING THE WATER FROM THE SITE. PLACE DRIP PANS OR ABSORBENT MATERIALS UNDER SAW CUTTING EQUIPMENT WHEN NOT IN USE. CLEAN UP SPILLS WITH ABSORBENT MATERIALS RATHER THAN BURYING. DISPOSE OF ABSORBENT MATERIAL PROPERLY. • 3OF7 CITY OF SAN JUAN CAPISTRANO - GENERAL NOTES FOR • EROSION AND SEDIMENT CONTROL - BEST MANAGEMENT PRACTICES PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) 26. CONCRETE AND MORTAR PRODUCTS: THE CONTRACTOR SHALL PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS INTO STORM WATER OR STORM WATER SYSTEMS FROM CONCRETE WASTE BY CONDUCTING WASHOUTS AT APPROPRIATE OFF-SITE LOCATIONS, PERFORMING ON-SITE WASHOUTS IN A DESIGNATED AREA, AND PROVIDING APPROPRIATE TRAINING FOR EMPLOYEES AND SUBCONTRACTORS. THE CONTRACTOR SHALL STORE AND MIX DRY AND WET MATERIALS EITHER OFF-SITE OR UNDER COVER, AWAY FROM DRAINAGE AREAS. FOR WASHOUT OF CONCRETE TRUCKS, THE CONTRACTOR SHALL PROVIDE APPROPRIATE OFF-SITE LOCATIONS OR DESIGNATED CONTAINED AREAS AT LEAST 50 FEET AWAY FROM STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. THE CONTRACTOR SHALL PREVENT RUN-OFF FROM DESIGNATED WASHOUT AREAS BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH TO HANDLE ALL PRODUCED LIQUID AND SOLID WASTE. WHEN CONCRETE SETS, BREAK UP AND DISPOSE OF • CONCRETE IN CONSTRUCTION FILLS PER DIRECTION OF THE SOILS ENGINEER OR DISPOSE OF IT AS SOLID WASTE AND/OR RECYCLE. THE CONTRACTOR SHALL INFORM CONCRETE SUPPLIERS AND SUBCONTRACTORS OF THE DESIGNATED WASHOUT LOCATIONS AND DISPOSAL SITES FOR CONCRETE AND MORTAR PRODUCTS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL WORKERS USE IT APPROPRIATELY. 27. DURING CONSTRUCTION, CONTRACTOR MUST PROVIDE DAILY STREET SWEEPING. (SWEEP AT END OF EVERY DAY TO PICK-UP DIRT AND/OR DEBRIS.) 28. CONSTRUCTION WATER: THE CONTRACTOR SHALL REDUCE OR ELIMINATE EXCESSIVE CONSTRUCTION WATER THAT MAY CAUSE EROSION AND CARRY POLLUTANTS FROM THE SITE. IN ADDITION, THE CONTRACTOR SHALL: STORE CONSTRUCTION WATER IN LEAK-PROOF TANKS LOCATED AWAY FROM DRAINAGE SYSTEMS. USE CONSTRUCTION WATER CONSERVATIVELY. • WHENEVER POSSIBLE, DISPOSE OF EXCESS WATER ON-SITE, BY ALLOWING IT TO SOAK INTO THE GROUND. 401` 7 CITY OF SAN JUAN CAPISTRANO - GENERAL NOTES FOR • EROSION AND SEDIMENT CONTROL - BEST MANAGEMENT PRACTICES PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) 29. ASPHALT AND BITUMINOUS PRODUCTS: THE CONTRACTOR SHALL PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS FROM ASPHALT AND BITUMINOUS OPERATIONS BY PREVENTING RUN-ON AND RUN-OFF OF WATER DURING PAVING OPERATIONS AND PROVIDING APPROPRIATE TRAINING FOR EMPLOYEES AND SUBCONTRACTORS. IN ADDITION, THE CONTRACTOR SHALL: AVOID PRIME OR TACK COATING DURING WET WEATHER. STORE MATERIALS AWAY FROM DRAINAGE COURSES. COVER CATCH BASINS AND MANHOLES WHEN APPLYING SEAL COAT, TACK COAT, SLURRY SEAL, FOG SEAL, ETC. MAKE SURE SAND OR GRAVEL PLACED OVER NEW ASPHALT DOES NOT WASH INTO STORM DRAINS, STREETS, OR CREEKS. DISPOSE OF OLD ASPHALT PROPERLY AND COLLECT, AND REMOVE ALL BROKEN ASPHALT FROM THE SITE, AND RECYCLE WHENEVER POSSIBLE. • DO NOT DISPOSE OF ASPHALT PRODUCTS INTO WATERWAYS. FOLLOW THE STORM WATER PERMITTING REQUIREMENTS FOR INDUSTRIAL ACTIVITIES IF PAVING INVOLVES AN ON-SITE MIXING PLANT. 30. HOUSEKEEPING/CLEANUP: THE CONTRACTOR SHALL PREVENT POLLUTION OF STORM WATER FROM CLEAN-UP AND DISPOSAL OPERATIONS BY USING GOOD HOUSEKEEPING METHODS. WHEN FLUIDS OR DRY MATERIALS SPILL, CLEAN-UP SHOULD BE IMMEDIATE, THOROUGH, AND ROUTINE. THE CONTRACTOR SHALL NEVER ATTEMPT TO "WASH THEM AWAY" WITH WATER OR BURY THEM. THE CONTRACTOR SHALL REPORT SIGNIFICANT SPILLS TO THE APPROPRIATE SPILL RESPONSE AGENCIES IMMEDIATELY. THE CONTRACTOR SHALL RECOGNIZE THAT DIFFERENT TYPES OF MATERIALS HAVE DIFFERENT DISPOSAL REQUIREMENTS AND FOLLOW APPROPRIATE PRACTICES. THE CONTRACTOR SHALL CONFINE NOW HAZARDOUS DEBRIS TO DUMPSTERS, COVERED AT NIGHT OR DURING WET WEATHER, AND TAKE THE DEBRIS TO A LANDFILL FOR RECYCLING OR DISPOSAL. THE CONTRACTOR SHALL HANDLE HAZARDOUS DEBRIS IN ACCORDANCE WITH SPECIFIC LAWS AND REGULATIONS AND DISPOSE OF THEM PROPERLY. A SEPARATE PERMIT MAY BE REQUIRED. COMMON HAZARDOUS DEBRIS FOUND ON CONSTRUCTION 5OF7 CITY OF SAN JUAN CAPISTRANO - GENERAL NOTES FOR EROSION AND SEDIMENT CONTROL - BEST MANAGEMENT PRACTICES • PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) HOUSEKEEPING/CLEANUP, CONTINUED:: SITES ARE: LIQUID RESIDUES FROM PAINTS, THINNERS, SOLVENTS, GLUES, AND CLEANING FLUIDS; LEACHING AGENTS FROM LUMBER SUCH AS FORMALDEHYDE, ARSENIC, COPPER, CREOSOTE AND CHROMIUM; MOTOR OIL; GEAR OIL; ANTIFREEZE FLUIDS; BRAKE FLUIDS; ETC.; AND UNUSED PESTICIDES. 31. NPDES AND CLEAN WATER ACT OF 1990 COMPLIANCE. (ALL DEVELOPMENTS) THE APPLICANT SHALL SUBMIT TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL FOR A WATER QUALITY MANAGEMENT PLAN (WQMP)/EROSION CONTROL PLAN SPECIFICALLY IDENTIFYING STRUCTURAL AND NON-STRUCTURAL BEST MANAGEMENT PRACTICES (BMP'S) THAT WILL BE USED ON-SITE TO CONTROL PREDICTABLE POLLUTANT RUNOFF. 32. NPDES INDUSTRIAL PERMIT FOR GRADING IN EXCESS OF 1 ACRE. THE APPLICANT SHALL SUBMIT A NOTICE OF INTENT (NOI) TO THE CALIFORNIA STATE WATER RESOURCE CONTROL BOARD FOR COVERAGE UNDER THE STATE NATIONAL POLLUTANT DISCHARGE • ELIMINATION SYSTEM PROGRAM (NPDES) GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH DEVELOPMENT/CONSTRUCTION ACTIVITY IN EXCESS OF 1 ACRE OF LAND. EVIDENCE THAT THIS REQUIREMENT HAS BEEN MET SHALL BE SUBMITTED TO THE CITY ENGINEER. THIS REQUIREMENT IS NOT NECESSARY AS THIS PROJECT AFFECTS LESS THAN 1 ACRE. 33. THE CITY OF SAN JUAN CAPISTRANO, IN CONFORMANCE WITH THE CITY'S NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, IS DEDICATED TO THE ELIMINATION/REDUCTION OF WATER POLLUTION AS A RESULT OF CONSTRUCTION PROJECTS. THE CONTRACTOR SHALL COMPLY WITH THE ITEMS DESCRIBED IN THIS SECTION NECESSARY TO ELIMINATE/REDUCE WATER POLLUTION. SAID ITEMS ARE INTENDED TO PROVIDE PREVENTION, CONTROL, AND ABATEMENT OF WATER POLLUTION INTO STORM DRAIN SYSTEMS, STREAMS, AND ANY OTHER BODIES OF WATER AS A RESULT OF THE CONTRACTOR'S OPERATIONS. THESE ITEMS ARE SUPPLEMENTAL TO THOSE REQUIRED OF THE CONTRACTOR IN SECTION 7-8 "PROJECT SITE MAINTENANCE" OF THE "GREENBOOK". 6OF7 • CITY OF SAN JUAN CAPISTRANO - GENERAL NOTES FOR • EROSION AND SEDIMENT CONTROL - BEST MANAGEMENT PRACTICES PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) THE PERMITTEE SHALL PLACE EROSION CONTROL DEVICES IN ACCORDANCE WITH THE CITY'S APPROVED STANDARDS REGARDING EROSION CONTROL AND THE CITY OF SAN JUAN CAPISTRANO GRADING ORDINANCE, AND TO THE SATISFACTION OF THE BUILDING AND ENGINEERING DIRECTOR AND/OR DESIGNATED STAFF. PERMITTEE SHALL BE RESPONSIBLE FOR PROVIDING THE FREE FLOW OF STORM RUNOFF AND FLOOD CONTROL CHANNELS, STORM DRAINS, AND TRIBUTARIES DURING THE CONSTRUCTION PERIOD; AND PERMITTEE AGREES TO ASSUME ALL LIABILITY FOR ANY AND ALL DAMAGES THAT MAY RESULT FROM SUCH. PERMITTEE SHALL DESIGN AND IMPLEMENT SEDIMENT BASINS OR USE ANY OTHER APPROVED METHOD TO MINIMIZE DOWNSTREAM SEDIMENT TRANSPORTATION DURING STREAM FLOW. ALL SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH THE CITY'S GRADING ORDINANCE AND WATER QUALITY ORDINANCE. DISPOSAL AREAS WILL BE UTILIZED IN A MANNER THAT ENSURES ADEQUATE EROSION CONTROL PROTECTION AND THE • PREVENTION OF PONDING, AS APPROVED BY THE CITY BUILDING AND ENGINEERING DIRECTOR AND/OR DESIGNATED STAFF. ALL DISPOSAL (STOCKPILING) SITES WITHIN THE CITY MUST BE PERMITTED WITH A GRADING PERMIT. 7OF7 • (revised 8/26/03) CONTACT ENGINEERING DIVISION FOR LATEST NOTES CITY OF SAN JUAN CAPISTRANO - ADDITIONAL NOTES FOR • GRADING AND SITE PLAN IMPROVEMENTS 1. THE DEVELOPER SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID CREATING ANY DRAINAGE PROBLEMS FOR PROPERTIES ADJACENT TO OR IN THE VICINITY OF THE PROPOSED DEVELOPMENT. IF ANY SUCH DRAINAGE PROBLEMS ARE EVIDENT, OR DO OCCUR, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE AND IMPLEMENT A SOLUTION ACCEPTABLE TO THE CITY ENGINEER AT NO COST TO THE CITY, AND TO SUBMIT A RECORDED INSTRUMENT TO INSURE THE FUTURE OF THE SOLUTION. 2. ANY CONNECTIONS TO THE CITY STORM DRAINS FROM PRIVATE ON- SITE DRAINS MUST BE APPROVED BY THE CITY ENGINEER. A PERMIT FOR WORK IN THE RIGHT-OF-WAY MUST BE OBTAINED FROM THE CITY ENGINEERING DIVISION PRIOR TO CONNECTION. 3. DRIVEWAYS, PEDESTRIAN WAYS, AND DRAINAGE FACILITIES SHALL BE LOCATED AND CONSTRUCTED PER CITY OF SAN JUAN CAPISTRANO MUNICIPAL CODE SECTION 9-4.1. 4. SEWER IMPROVEMENTS SHALL BE PER CITY OF SAN JUAN CAPISTRANO MUNICIPAL CODE SECTION 9-4.111. • 5. WATER SYSTEM IMPROVEMENTS SHALL BE PER CITY OF SAN JUAN CAPISTRANO MUNICIPAL CODE SECTION 9-4.109. 6. ALL MANUFACTURED SLOPES SHALL BE DESIGNED AND CONSTRUCTED PER CITY OF SAN JUAN CAPISTRANO MUNICIPAL CODE SECTION 9-3.505 AND 9-4.112. ALL SUCH SLOPES SHALL BE 2:1 OR FLATTER. 7. FULFILL FEE REQUIREMENTS AS SET FORTH IN SAN JUAN CAPISTRANO MUNICIPAL CODE SECTION 9-2.317. ADD THE FOLLOWING NOTES IF GRADING NOTES ARE NOT REQUIRED TO BE ON PLAN: 8. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH ALL SECTIONS OF THE MUNICIPAL CODE OF THE CITY OF SAN JUAN CAPISTRANO, ESPECIALLY SECTION 6-3.06(B), (C), (D), AND (E), AND SHALL SECURE THE SERVICES OF THE CITY'S EXCLUSIVE SOLID WASTE HAULER FOR THEIR SOLID WASTE HANDLING NEEDS. 9. MAINTAIN THE SITE IN A "WET-DOWN" CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY REMOVE SPILLAGE FROM THE PUBLIC RIGHT-OF-WAY BY SWEEPING OR SPRINKLING, HOWEVER, WATERING THAT RESULTS IN MUD ON PUBLIC • STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. 1 OF 4 CITY OF SAN JUAN CAPISTRANO - ADDITIONAL NOTES FOR • GRADING AND SITE PLAN IMPROVEMENTS 10. ALL RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATIONS PROVIDED FOR THIS PROJECT SHALL BE CONSIDERED A PART OF THIS PLAN, AND SHALL BE COMPLIED WITH. 11. NO WORK, SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNER'S IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNER OF THE ADJACENT PROPERTIES, AND SUBMITTING A NOTARIZED COPY THEREOF TO THE CITY ENGINEERING DIVISION. 12. ISSUANCE OF A PERMIT FROM THE BUILDING DIVISION DOES NOT ELIMINATE THE NEED FOR PERMITS FROM OTHER CITY REGULATORY DIVISIONS/DEPARTMENTS OR AGENCIES WITH REGULATORY RESPONSIBILITIES FOR CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN. 13. CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS PAST WORK AREA(S). AT NO TIME SHALL PEDESTRIANS BE DIRECTED INTO A VEHICULAR LANE. 14. NO STAGING OF CONSTRUCTION EQUIPMENT SHALL BE PERMITTED IN THE RIGHT-OF-WAY. • 15. A TRAFFIC CONTROL PLAN SHALL BE REQUIRED FOR ALL LANE CLOSURES. SAID PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE TRAFFIC ENGINEERING PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT FOR WORK IN THE RIGHT-OF-WAY. 16. SEPARATE ENCROACHMENT PERMITS SHALL BE OBTAINED FROM THE ENGINEERING DIVISION FOR INSTALLATION OF "DRY" UTILITIES IN THE RIGHT-OF-WAY. 17. ALL SIDEWALK, CURB AND GUTTER, AND DRIVEWAY APPROACHES, WITHIN THE CITY'S RIGHT-OF-WAY, SHALL BE CONSTRUCTED OVER 6" MINIMUM CLASS II AGGREGATE BASE (3/4" MAXIMUM AGGREGATE SIZE) OR CMB, PER CITY STANDARD PLANS. 18. EROSION AND SEDIMENT CONTROL SHALL BE PURSUANT TO BEST MANAGEMENT PRACTICES AND SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR DURING ENTIRE CONSTRUCTION PERIOD. • 2OF4 CITY OF SAN JUAN CAPISTRANO - ADDITIONAL NOTES FOR GRADING AND SITE PLAN IMPROVEMENTS • 19. PER CITY COUNCIL POLICY 601, AN ARCHAEOLOGICAL MONITOR IS REQUIRED TO BE ON SITE DURING ALL EXCAVATION ACTIVITIES IN EXCESS OF 18 INCHES, UNLESS DETERMINED TO BE EXEMPT BY THE PLANNING DIRECTOR. A FINAL REPORT MUST BE PREPARED AND SUBMITTED TO THE ENGINEERING DIVISION WHEN MONITORING REQUIREMENTS OF THIS PROJECT ARE COMPLETE. ALL COSTS SHALL BE BORNE BY PERMITTEE. 20. IMPROVEMENT AND/OR CONSTRUCTION OF BIKE TRAILS SHALL BE PER CITY STANDARD NO, 345. 21. BEST MANAGEMENT PRACTICES/NPDES REQUIREMENTS: IDENTIFY AND SHOW ON PLAN NEAREST DOWNSTREAM CATCH BASIN AND/OR STORM DRAIN INLETS AND PROVIDE PROTECTION AROUND IT, GAVEL BAGS OR OTHER METHOD APPROVED BY CITY, DURING THE ENTIRE CONSTRUCTION PHASE. PROTECTION MUST BE IN PLACE AND MAINTAINED DURING THE ENTIRE CONSTRUCTION PROCESS. PROVIDE PROTECTION DURING ENTIRE CONSTRUCTION PHASE AROUND ALL INLETS, GRAVEL BAGS OR OTHER METHOD APPROVED BY • CITY, WHERE SOIL IS NOT STABILIZED YET WITH VEGETATION. PROVIDE ADDITIONAL GRAVEL BAGS ON-SITE, ESPECIALLY IN AREAS WITH STEEP SLOPES, TO SLOW WATER AND PROVIDE ADDITIONAL SEDIMENT CONTROL DURING ENTIRE CONSTRUCTION PHASE. PROVIDE TWO ROW HIGH GRAVEL BAGS ON THE SLOPE DOWNSIDE NEXT TO THE PROPOSED SILT FENCES. ALL DISTURBED SLOPES SHOULD BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION (SUCH AS HYDRO SEEDING, OR OTHER APPROVED MEASURES). ALL INLETS SHOULD BE PROTECTED UNTIL VEGETATION IS AT LEAST 80% ESTABLISHED. A STABILIZED CONSTRUCTION ENTRANCE MUST BE SET UP PRIOR TO ANY GRADING OR EARTHWORK OPERATION. ADD DETAIL TO PLAN (BEST MANAGEMENT PRACTICES HANDBOOK, ESC24, PAGE 5-39). WHEN SAW CUTTING, ALL WATER SHALL BE VACUUMED. • 3OF4 CITY OF SAN JUAN CAPISTRANO - ADDITIONAL NOTES FOR • GRADING AND SITE PLAN IMPROVEMENTS DURING CONCRETE WORK, PROVIDE CONCRETE WASH AREA ON- SITE,OUT OF RIGHT-OF-WAY. DURING CONSTRUCTION, THE PERMITTEE MUST PROVIDE DAILY STREET SWEEPING. CITY ENGINEER OR HIS DESIGNEE (THE ENGINEERING INSPECTOR AND/OR NPDES COORDINATOR) MAY REQUIRE ADDITIONAL EROSION CONTROL AS HE MAY DEEM REASONABLY NECESSARY TO MEET NPDES REQUIREMENTS. PERMITTEE SHALL PROVIDE BEST PRACTICES OPERATIONS TO PREVENT CONSTRUCTION DEBRIS AND POLLUTANTS FROM DISCHARGING TO GUTTERS, STORM DRAINS, AND WATERCOURSES. IN THE EVENT OF RAIN, IMMEDIATE EROSION CONTROL MEASURES TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION MATERIALS/SPOILS FROM FLOWING ONTO THE PUBLIC WAY OR ENTERING IN TO THE PUBLIC STORM DRAIN SYSTEM. THESE MEASURES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, PLACING PLASTIC COVERING OVER STOCKPILE, CREATING A SILT DETENTION SYSTEM PRIOR TO ANY STORM DRAIN INLET, GRAVEL BAG PLACEMENT, ETC. • 22. IF REQUIRED BY THE CITY ENGINEER, "AS BUILT' MYLAR DRAWINGS AND DIGITAL COPIES (IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF SAN JUAN CAPISTRANO DIGITAL SUBMISSION STANDARDS), SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF IMPROVEMENTS IN ACCORDANCE WITH APPROVED REVISIONS, TO THE SATISFACTION OF THE CITY ENGINEER. 4OF4 • (REV. 3/4/03) CONTACT ENGINEERING DIVISION FOR LATEST NOTES City of San Juan Capistrano Construction and Demolition Recycling Materials Conversion Worksheet Material Category Volume Unit Tons/unit Tons • Asphalt/Concrete Asphalt(broken) cy x 0.7 = Concrete (broken) cy x 0.9 = Concrete (solid slab) cy x 1.2975 = Brick/Masonryrrile Brick(broken) cy x 0.7 = Brick(whole, palletized) cy x 1.512 = Masonry block(broken) cy x 0.6 = Tile sq ft x 0.00175 = Building Materials (doors, windows, cabinets,etc.) cy x 0.15 = Cardboard (flat) cy x 0.05 = Carpet By square foot sq ft x 0.0005 = By Cubic yard cy x 0.3 = • Carpet Padding/Foam sq ft x 0.000125 = Ceiling Tiles Whole (palletized) sq ft x 0.0003 = Loose cy x 0.0875 = Drywall (new or used) 1/2" (by square foot) sq ft x 0.0008 = 5/8" (by square foot) sq ft x 0.00105 = Demo/used (by cubic yard) cy x 0.25 = Landscape Debris (brush, trees, etc.) cy x 0.15 = Scrap Metal cy x 0.453 = Unpainted Wood & Pallets By board foot bd ft x 0.001375 = By cubic yard cy x 0.15 = Garbagerrrash Cy x 0.175 = • Dirt By cubic yard cy x 1.03 = cy=cubic yards sq ft=square foot bd ft=board foot City of San Juan Capistrano Construction and Demolition Recycling Materials Conversion Worksheet • Conversion Rate Tons Demolition Complete Demolition sq ft of structure x 40/2000 = Complete Demolition with tile roof sq ft of structure x 472000 = Green Waste(trees, shrubs, turf, etc.) cy x .25 = Mixed Debris(e'g, interior remodel) cy x 0.2 = Roofing Asphalt Composition Shigle roof sq.ft x x 3/2000 = Wood Shingle/Shake roof sq.ft x x 2/2000 = Concrete/Clay Tile roof sq.ft x x 10/2000 = Rood Decking roof sq.ft x x 1.5/2000 = Appliance/Equipment Cook Top 0.015 Dishwasher 0.050 Refrigerator 0.075 Oven (single) 0.038 Trash Compactor 0.020 Water Heater 30 gallons 0.025 Water Heater 40-50 gallons 0.038 Bathtub(Cast Iron) 0.150 Bathtub(steel) 0.038 • Sink, Cast iron 0.025 Sink, Porcelain 0.010 Sink, Steel 0.005 Toilet 0.020 cy=cubic yards sq ft=square foot bd ft=board foot Sample Calculation: Materials including 100 square feet of roof decking, 50 cubic yards of brick(broken), and a cast iron bathtub would compute as follows: (100 x 1.5 lbs.)/2000+ (50x.7) + .15=(.075) + 35+ 0.15 = 35.225 Tons • • ORDINANCE NO. 887 AN ORDINANCE OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, AMENDING CERTAIN PORTIONS OF CHAPTER 3 OF TITLE 6 OF THE SAN JUAN CAPISTRANO MUNICIPAL CODE REGARDING CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING (TITLE 6, CHAPTER 3). WHEREAS, Chapter 3 of Title 6 of the San Juan Capistrano Municipal Code regulates the storage, removal, transportation and disposal of solid waste; and, I WHEREAS, the Code does not currently provide for the recycling or reuse of construction and demolition debris; and, WHEREAS, the volume of recyclable construction and demolition debris going to the landfills constitutes a threat to the public health, safety and welfare in that the available landfill capacity and sites are quickly diminishing; and, WHEREAS, the State of California, through the California Waste Management Act, AB 939 (California Public Resources Code Section 40000 et seq.), has mandated that cities in California make substantial reductions in the volume of waste material going to the landfills of this State; and, • WHEREAS, the adoption of a construction and demolition debris ordinance is necessary to protect the public health, safety and welfare, and to achieve the goals of AB 939. THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO DOES HEREBY ORDAIN AS FOLLOWS: SECTION J. FINDINGS. The City Council of the City of San Juan Capistrano finds and determines as follows: (a) The State of California, through its California Waste Management Act of 1989, Assembly Bill 939 (AB 939), Public Resources Code §§ 40000 et seq., requires that each local jurisdiction in the state divert 50% of discarded materials from landfills commencing on January 1, 2000, and to maintain that level of diversion in subsequent years. (b) Senate Bill 1374 (Cpt. 501 Stats. 2002) requires the City to track construction and demolition waste generated in the City. (c) Every year construction and demolition wastes account for a significant amount of the City's total landfill disposal waste. • Ordinance 887 1 11-18-2003 (d) Construction and demolition debris has significant potential for waste reduction and recycling, and recycling Construction and demolition debris is essential to advance the City's efforts to reduce waste and comply with AB 939. (e) Except in unusual circumstances, it is feasible to divert a minimum of 50% of all Construction and demolition debris from construction, demolition and renovation projects. (f) The City accepted a condition to adopt a Construction and demolition debris Recycling Ordinance that was imposed by the California Integrated Waste Management Board when the City accepted the Board's approval of the City's SB 1066 time extension request. SECTION 2. Section 6-3.03 of the San Juan Capistrano Municipal Code (Definitions)is hereby amended by adding the following definitions: "Contractor" means any person or entity holding,, or required to hold, a contractor's license of any type under the laws of the State of California, or who performs (whether as contractor, subcontractor or owner-builder) any construction, demolition, remodeling, or landscaping service relating to buildings or accessory structures in the City of San Juan Capistrano. • "Construction, remodeling or demolition project" means the erection or demolition of or the making of changes to any building, structure or landscaping which generates construction and demolition debris. "Construction and Demolition Debris" shall mean used or discarded materials removed from premises during construction, renovation, remodeling, repair, or demolition operations on any pavement, house, commercial or industrial building, or other structure and shall include, but not be limited to concrete, asphalt paving, asphalt roofing, lumber, gypsum board, rock, soil and metal. "Designated Recyclable and Reusable Materials" means all construction or demolition debris failing within any of the following categories: 1. Masonry building materials including all products generally used in construction including, but not limited to asphalt, concrete, rock, stone and brick. 2. Wood materials including any and all dimensional lumber, fencing or construction wood that is not chemically treated, creosoted, CCA pressure treated, contaminated or painted. 3. Vegetable materials including trees, tree parts, shrubs, stumps, • Ordinance 887 2 11-18-2003 • logs, brush or any other type of plants that are cleared from a site for construction or other use. 4. Metals including all metal scrap such as, but not limited to, pipes, siding, window frames, door frames and fences. 5. Roofing materials including wood shingles as well as asphalt, stone and slate based roofing material. 6. Salvageable materials includes all salvageable materials and structures including, but not limited to wallboard, doors, windows, fixtures, toilets, sinks, bath tubs and appliances. 7. Any other construction or demolition debris that is non-hazardous and available for recycling or reuse. "Diversion" means a reduction in the amount of waste being deposited in landfills by any of the following methods: 1. Use of new construction methods, approved by the Solid Waste Coordinator, that reduce the amount of construction and demolition waste generated. • 2. On-site reuse of the construction and demolition debris. 3. Delivery of the construction and demolition waste from a site to a recycling facility as described in this Article. 4. Other methods approved by the Solid Waste Coordinator. "Recycling" shall mean the process of collecting, sorting, cleansing, treating, and reconstituting materials that would otherwise become solid waste, and returning them to the economic mainstream in the form of raw material for new, reused, or reconstituted products which meet the quality standards necessary to be used in the marketplace. "Reuse" shall mean further or repeated use of Construction and Demolition Debris. SECTION 3. The following subsections are hereby added to Section 6-3.08 of the San Juan Capistrano Municipal Code, to read as follows: Sec. 6-3.08.01 Minimum Construction and Demolition Debris Diversion Requirements Every demolition, remodeling and construction project subject to this chapter shall recycle, reuse or divert from the landfills or disposal sites the following minimum • Ordinance 887 3 11-18-2003 • amounts of designated recyclable and reusable materials in the following percentages based upon the waste tonnage of construction or demolition debris involved in the construction, remodeling or demolition project: (i) Demolition—Fifty percent (50%)of waste tonnage of construction and demolition debris including concrete and asphalt, and fifteen percent (15%)"of waste tonnage of construction or demolition debris excluding concrete and asphalt. (ii) Re-roofing of Homes with Shingles, Shakes or Tiles as a Separate Project—fifty percent (50%)of waste tonnage of construction or demolition debris. (iii) Construction and Remodeling—Fifty percent (50%)of waste tonnage of construction or demolition debris. Separate calculations and reports will be required for the demolition and for the construction portion of projects involving both demolition and construction. Sec. 6-3.08.02 Condition Precedent to Issuance of Building or Demolition Permit Prior to the issuance of, any building or demolition permit, every applicant shall submit to the Solid Waste Coordinator of the City a properly completed "Recycling and Waste Reduction Form," on a form as prescribed by the Solid Waste Coordinator. The form shall contain an accurate estimate of the tonnage or other specified units of • construction and demolition debris to be generated from the construction, demolition or remodeling project. An applicant shall not be issued a building or demolition permit until the Solid Waste Coordinator accepts the Recycling and Waste Reduction Form as complete and accurate. Sec. 6-3.08.03: Exemptions (a) The following projects are exempt from the requirements of Section 6-3-08.02. 1. Work for which only a plumbing, electrical, or mechanical permit is required. 2. Seismic tie-down projects. 3. Installation of prefabricated patio enclosures and covers when no foundation or other structural building modifications are required. 4. Installation of prefabricated accessories such as signs or antennas where no structural building modifications are required. 5. Projects less than 250 square feet in size. Ordinance 887 4 11-18-2003 • 6. Projects, which have a valuation of less than $10,000.00. 7. Projects, which involve a roof, but the tear-off of the existing roof, is not required. 8. The construction of new fencing. 9. Single family dwelling (SFD), on a single lot, and not part of a subdivision project, which obtains a construction and demolition Drop Off Box ("DOB") Service for the project from a solid waste hauler that holds a franchise for solid waste disposal issued by the City, and using that Service for the disposal of all construction and demolition waste from the project that is not reused or recycled at the site of the project. Additionally, this exception shall not apply to SFD with a valuation of $500,000.00 or more, or which exceeds 5,500 s.f, or more, whichever is less. 10. Construction or demolition work that the Solid Waste Coordinator determines will not produce construction or demolition waste. • (b) If an applicant for a project wants to obtain an exemption for that project, then the applicant shall file with the City an application for exemption. The applicant shall comply with the following: 1. The application shall be filed with the Solid Waste Coordinator 2. The application will state the facts and reasons supporting the exemption. (c) The Solid Waste Coordinator shall review each application for exemptions and determine whether an exemption is allowed by this Section and communicate that decision to the applicant. Sec. 6-3.08.04 Deposit of Security Required As a part of any application for, and prior to the issuance of, any building or demolition permit, every applicant for a building or a demolition permit that involves the production of solid waste destined to be delivered to a landfill shall post a security deposit in the form of a Performance Bond, Money Order, Letter of Credit, Certificate of Deposit or cash in the amount determined in accordance with the then current resolution of the City Council determining the same. • Ordinance 887 5 11-18-2003 • Sec. 6-3.08.05 Refund of Security Deposit. The security deposit shall be returned or released, without interest, upon proof to the satisfaction of the Solid Waste Coordinator, that no less than the required percentages or proven proportion of those percentages of the tons of construction or demolition debris generated by the construction, remodeling or demolition project have been diverted from landfills and have been recycled or reused. a. An applicant may obtain a refund of a security deposit for a project by complying with the following: 1. The applicant shall file an application for a refund with the Solid Waste Coordinator. 2. The application shall include information demonstrating that either the applicant has complied with the required waste reduction and recycling plan, or the applicant has obtained and utilized DOB Service for the project. b. The Solid Waste Coordinator shall refund or release the security deposit for a project when any of the following apply. 1. The security deposit was erroneously paid or collected. . 2. The application for the permit is withdrawn or canceled before any construction work has commenced. 3. The minimum required diversion percentage of construction and demolition debris generated by the project was diverted from landfill disposal. 4. The minimum diversion requirement has not been achieved, but the Solid Waste Coordinator determines that the applicant has made a good faith effort to comply with the diversion requirements of this chapter and it is not practicable or feasible for the applicant to meet the diversion requirement. 5. The applicant has complied with and performed all the requirements of the waste reduction and recycling plan for the project. 6. The applicant has obtained DOB Service for the project and used the Service at the project site continuously until completion of the project. Ordinance 887 6 11-18-2003 Sec. 6-3-08.06 Forfeiture of Security Deposit. If the Solid Waste Coordinator determines that the applicant has not made a good faith effort to comply with this chapter, or if the applicant fails to submit the documentation required by Section 6-3.08.04, then the security deposit shall be forfeited to the City. Sec. 6-3-08.07 Use of Forfeited Security Deposits. Security deposits received by the City shall only be used for the following: a. Administrative costs of the construction and demolition debris recycling program which are not covered by the application fee established pursuant to this chapter. b. Programs to divert construction and demotition waste from tandfilt disposal and other recycling programs. C. Programs intended to develop or improve the infrastructure needed to divert construction and demolition waste from landfill disposal and other recycling programs. d. Programs for recycling education efforts. • e. Payment of any fines levied by the California Integrated Waste Management Board for non-compliance with Integrated Waste Management Act. Sec. 6-3.08.08 Administrative Fee As a part of any application for, and prior to the issuance of, any building or demolition permit that involves the creation of construction and demolition debris, every applicant shall pay to the City an application fee sufficient to cover all City expenses incurred in administering the program. The amount of the fee shall be determined by resolution of the City Council. Sec. 6-3.08.09 On-Site Practices During the term of any construction, remodeling or demolition project, the contractor shall recycle or divert the required percentages of construction or demolition debris, and keep records thereof in tonnage or in other measurements approved by the Building Department that can be converted to tonnage. The Solid Waste Coordinator or his representative will evaluate and monitor each project to gauge the percentage of construction or demolition debris recycled, salvaged and disposed from the project. The required diversion of a minimum of the required percentages of the construction or • Ordinance 887 7 11-16-2003 • demolition debris will be measured separately with respect to the demolition segment and the construction segment of a project where both demolition and construction are involved. To the maximum extent feasible, on-site separation of scrap wood and clean green waste in a designated debris box or boxes shall be arranged, in order to permit chipping and mulching for soil enhancement or land cover purposes. In order to protect chipping and grinding machinery, metal and other materials which cannot be chipped'br ground shall not be placed in such boxes. On-site separation shall be undertaken for wallboard to the extent feasible on new construction. Sec. 6-3.08.10 Reporting Within sixty (60) days following the completion of a demolition or construction project, the contractor shall, as a condition precedent to final inspection and to issuance of any certificate of occupancy, submit documentation to the Solid Waste Coordinator, which proves compliance with the requirements of Section 6.3.08.01. The documentation shall consist of a final completed "Recycling and Waste Reduction Form" showing actual data of tonnage of materials recycled and diverted, supported by originals or certified photocopies of receipts and weight tags or other records of measurement from recycling companies, contractors and/or landfill and disposal companies. Receipts and weight tags will be used to verify whether materials generated from the site have been or are to be recycled, reused, salvaged or to otherwise disposed of. If a project involves both demolition and construction, the report and documentation for the demolition project must be submitted and approved by the Solid • Waste Coordinator before issuance of a building permit for the construction project. In the alternative, the permitee may submit a letter stating that no waste or recyclable materials were generated from the project. In which case, this statement shall be subject to verification by the Solid Waste Coordinator. Any deposit posted pursuant to Section 6.3.08.03 shall be forfeited if the permittee does not meet the timely reporting requirements of this section. SECTION 4. Section 6-3.15 of the San Juan Capistrano Municipal Code is hereby amended to read as follows: Sec. 6-3.15 Violations. (a) Any and each violation of this chapter shall constitute a separate and distinct offense punishable in accordance with Chapter 2 of Title 1 of this Code. (b) In addition to the penalties herein, if violations of the provisions of this chapter exist as to a project, the Building official may use various administrative measures to insure compliance. Measures available include but are not limited to: • Ordinance 887 8 11-18-2003 • 1) Issuance of a building permit or a certificate of occupancy for that project may be withheld until all such violations have been corrected, 2) Issuance of a stop work notice, until all such violations have been corrected, 3) Stopping all inspections on subject project, until all such violations have been corrected, 4) Other measures recommended by the City attorney. SECTION 5. If any section, subsection, subdivision, paragraph, sentence, clause or phrase added by this ordinance, or any part thereof, is for any reason held to be unconstitutional or invalid or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this ordinance or any part thereof. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase thereof irrespective of the fact that any or more subsections, subdivision, paragraphs, sentences, clauses or phrases are declared unconstitutional, invalid or ineffective. SECTION 6. Effective Date. This Ordinance shall take effect and be in force thirty (30) days after its passage. SECTION 7. City Clerk's Certification. • The City Clerk shall certify to the adoption of this Ordinance and cause the same to be posted at the duly designated posting places within the City and published once within fifteen (15) days after passage and adoption as.required by law; or, in the alternative, the City Clerk may cause to be published a summary of this Ordinance and a certified copy of the text of this Ordinance shall be posted in the Office of the City Clerk five (5) days prior to the date of adoption of this Ordinance; and within fifteen (15) days after adoption, the City Clerk shall cause to be published the aforementioned summary and shall post a certiflied copy of this ordinance, together with the vote for and against the same, in the Office of the City Clerk. PASSED, APPROVED AND ADOPTED, this 18"' day of November 2003. JORN S. , MAYOR ATTEST: --4ret R. Monahan, City Clerk • Ordinance 887 9 11-18 2003 • STATE OF CALIFORNIA ) COUNTY OF ORANGE CITY OF SAN JUAN CAPISTRANO ) I, MARGARET R. MONAHAN, appointed City Clerk of the City of San Juan Capistrano, do hereby certify that the foregoing is a true and correct copy of Ordinance No. 887 which was regularly introduced and placed upon its first reading at the Regular Meeting of the City Council on the 0' day of November 2003 and that thereafter, said Ordinance was duly adopted and passed at the Regular Meeting of the City Council on the 18"' day of November 2003 by the following vote, to wit: AYES: COUNCIL MEMBERS: Hart, Bathgate, Swerdlin, Soto, and Mayor Gelff NOES COUNCIL MEMBERS: None ABSENT:COUNCIL MEMBERS: None M G ET R. M NAHAN, City Clerk • • 11-18-2003 CONSTRUCTION AND DEMOLITION WASTE REDUCTION AND J t9bt tr/6 RECYCLING PLAN • Please complete the following form for construction and demolition materials produced as a result of work performed in the City of San Juan Capistrano. The City's franchised waste hauler, CR&R, will provide assistance to applicants in developing and implementing a Waste Reduction and Recycling Plan. CR&R's phone number is (949) 728-0446. Should you have any questions regarding this form, or the C&D Waste Recycling Program, please call the City of San Juan Capistrano at(949)234-4413. 1. Project & Applicant Info. Owner's Name: Date: Project Address: Owner Telephone: Contractor Name: Contractor Contact name: Contractor Telephone: Approximate Square Footage of Project: Demolition Dates: Start End • Construction Dates: Start End 2. Description of Diversion Plan Briefly state how waste materials will be handled at your job site to ensure salvage/reuse or recycling. Also explain how you will inform your workers/sub-contractors of your Waste Reduction and Recycling Plan requirements and ensure their participation. 3. Exemption Please fill out the section below if you believe that your project is entitled to an exemption and not required to divert or.recycle C&D debris. "CITY USE ONLY** Project Description: Approximate Dollar Value of Construction/ Demolition: $ • T 1 Project#/Permit# Rev 8-05 4. Material Handling Estimate Please complete the worksheet on page 3 that will help identify the types of materials, estimated quantities, • and how the waste material will be reduced, recycled or disposed at your project site. Estimates should be calculated in tons and use the attached Materials Conversion Worksheet for conversion factors. Fill in the estimated diversion percentage calculated in Section F on page 3 on line 4a below. 4a. Diversion Percentage Estimate form Section F. (pg. 3): % 4b. Is the percentage listed in 4a above greater than or equal to 50%? ❑YES ❑NO 4c. If NO, explain why: 5. Verification "To the best of my knowledge,the tonnage and diversion percentage estimates reported on this form are my best estimate of the disposition of the construction and demolition materials generated at this project site. Print Name: Signature: Date: • "FOR CITY USE ONLY" Plan Approval Status: Exemption Status: ❑ Approved ❑ Exempted Approved ❑ Further explanation needed (see attached) ❑ Exempted Denied ❑ Denied ❑ Administration Fee Collected ($80.00) ❑ Security Deposit Amount: $ Security Deposit CR#: Comments: Reviewed By: Signature: Date: • ' 2 _ _ Project#/Permit#_ Rev 8-05 Material Handling Estimate Worksheet Column A: List Estimated Quantities of waste for each material type(in tons). To convert yards to tons, use the attached Materials • Conversion Worksheet Columns B,C,D:List estimated quantities reused,recycled,or disposed based on Column A quantities. Column E'.State the name of all vendors or facilities used to reuse,recycle or dispose of materials listed. See example below for cases where more than one facility was used for a particular material type. Column Totals:Add up all material quantities for each column. Section F.Calculate the estimated diversion percentage in the section at the bottom of this worksheet and enter the percentage on page 2,line 4a,of this form. Attach another Worksheet if more room is needed. A B C D E Materials Total Salvage or Recycling Disposal Proposed Destination(s) Quantity Reuse (Landfill) Discarded ISCO,-pm P/ + , r5 Asphalt& Concrete Brick/Mason !Tile Cardboard Wood • Metals Landscape Debris do not include dirt Dirt Garbage/Trash XX Other Other Column Totals A B C D F. Diversion Percentages Estimate: Column Totals B + C - /A - X 100% _ % • (Transfer%amount to 4a on page 2) 3 Project#/Permit# Rev B-05 00`� CONSTRUCTION AND DEMOLITION w �� WASTE RECYCLING AND DISPOSAL REPORT SUMMARY Please complete the following form for construction and demolition materials produced as a result of work performed in the City of San Juan Capistrano. The City's franchised waste hauler, CR&R, will provide assistance to applicants in developing and implementing a Waste Reduction and Recycling Plan. CR&R's phone number is (949)728-0446. Should you have any questions regarding this form, or the C&D Waste Recycling Program, please call the City of San Juan Capistrano at(949)234-4413. 1. Project & Applicant Info. Owner's Name: Date: Project Address: Owner Telephone: Contractor Name: Contractor Contact name: Contractor Telephone: Approximate Square Footage of Project: Demolition Dates: Start End Construction Dates: Start End • 2. Description of Diversion Plan Briefly state how waste materials were handled at yourjob site to ensure salvage/reuse or recycling. Please check waste reduction activities that were practiced at this project site: [ ] Use of Prefabricated Components [ ] Reduced packaging [ ] Reuse of Materials on site [ ]Other(describe) [ ]Accurate Material Estimates 3. Material Handling Summary Please complete the worksheet on page 6 that will help identify the types of materials,quantities,and how the waste material were reduced, recycled or disposed at your project site. For this summary report, use the actual quantities, based on weight tags,gate receipts,or other documentation.Material quantities should be calculated in tons and use the attached Materials Conversion Worksheet for conversion factors. Fill in the diversion percentage calculated in Section F on page 6 on line 3a below. 3a. Diversion Percentage Actual from Section F.on (pg. 6): % 3b. Is the percentage listed in 4a above greater than or equal to 50%? ❑YES ❑NO 3c.If NO,explain why: • 4 Project#/Permit# • 4.Verification 4a. Attach weight slips or other records of measurement from recycling companies that show actual tonnage of diverted materials. 4b."To the best of my knowledge,the reported tonnage and diversion percentage are an accurate representation of the disposition of the construction and demolition materials generated and diverted from this project site. I understand the City may audit disposal and recycling documentation related to this survey." Print Name: Signature: Date: "*FOR CITY USE ONLY** Report Summary Approval Status: Security Deposit: ❑ Approved ❑ Full Refund ❑ Good Faith ❑ No Refund ❑ Further explanation needed (see attached) ❑ Partial Refund:Amount$ ❑ Denied Comments: • Reviewed By: Signature: Date: • 5 Project#/Permit# • Material Handling Summary Worksheet Column A: List Actual Quantities of waste for each material type (in tons). To convert yards to tons, use the attached Materials Conversion Worksheet Columns B, C, D: List actual quantities reused, recycled,or disposed based on Column A quantities. Column E: State the name of all vendors or facilities used to reuse, recycle or dispose of materials listed. See example below for cases where more than on facility was used for a particular material type. Column Totals:Add up all material quantities for each column. Row F. Calculate the actual diversion percentage in the section at the bottom of this worksheet and enter the percentage on page 5, line 3a, of the Plan. Attach another Worksheet to this one if you need more room. If you have a demolition project A B C D E Materials Total Salvage or Recycling Disposal Actual Destination(s) Quantity Reuse (Landfill) Discarded s halt&Concrete 7 7 Brick/Mason /Tile Cardboard • Wood Metals Landscape Debris do not include dirt Dirt Garba errrash Other Other Column Totals A B C D F.Diversion Estimate: Column Totals B +C - /A - X 100% . (Transfer%amount to 3a on page 4) 6 Project#/Permit# W C & D RECYCLING DEPOSIT �LfFUAN�P To request a deposit refund, complete and mail this form and the required documentation listed on the Refund Checklist to: C & D Refund Request City of San Juan Capistrano Attention: Solid Waste Coordinator 32400 Paseo Adelanto San Juan Capistrano, CA 92619 Refunds will be mailed within 6-8 weeks following receipt of Refund Request and project confirmation documentation, which identify how the project materials were diverted. Applicants must initiate a Refund Request within 180 days following final Please provide the following information: Permit Number Deposit Paid: $ Project Address City State Zip 1 certify that the information provided with this Refund Request represents the disposition of at least 90% of the materials gener- ated from this project. Furthermore, I certify that this information represents materials generated only from the project listed Sl ature Date Print Name Title Phone Number ( ) Refund check will be mailed to the name and address listed on the Permit Receipt. If the refund check is to be sent to a person or address other than that listed on the Permit Receipt, please complete Section 9 and 2 of this form. Change of Address for Refund Notice (To be completed by original party listed on Permit Receipt) Section 1 By signing.my name, I hereby direct any C & D Refund for Permit Number to the name and address listed in Section 2 below. Print Name Title Signature Date Section 2 r i e ATTACHMENT 4 Aess City St. Zip SAMPLE PERFORMANCE BOND • WHEREAS, the City Council of the City of San Juan Capistrano, State of California, and (hereinafter designated as"Principal")have entered or are about to enter into a"Performance Security Agreement" ("Agreement"), under which Principal is to comply with the requirements of City of San Juan Capistrano Ordinance No. 887 (codified at Section 6.03.08.01 et seq. of the San Juan Municipal Code) and the Waste Reduction and Recycling Plan ("WRRP") for the project("Project") located within the City of San Juan Capistrano, State of California, which Agreement is hereunto annexed and made a part hereof; and WHEREAS, said Principal is required under the terms of said Agreement to famish security for the faithful performance of the Principal's obligations under Ordinance No. 887 and the WRRP for the Project. NOW, THEREFORE, we, the Principal and a corporation duly authorized to do business in the State of California, as surety are held and firmly bound unto the City of San Juan Capistrano ("City"), as obligee in the penal sum of ($ ), lawful money of the United States, to be paid to the said Obligee, successors or assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, successors, assigns, executors and administrators, jointly and severally, firmly by these presents. The condition of this obligation is such that if the Principal,heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, well and truly keep and perform the • covenants, conditions and provisions in said Agreement and any alteration thereof made as therein provided, on his/her/its or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless City, its officers, agents and employees as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect and may be forfeited as specified in said Agreement. As part of the obligation secured hereby and in addition to the face amount specified thereof, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the WRRP accompanying the same shall in any way affect its obligation on this bond, and said surety does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the work or to the WRRP. IN WITNESS WHEREOF, this instrument is executed in triplicate, each one which shall be deemed an original,by the Principal and surety above named, this_day of 20 (Principal) (Surety) • By. By: PERFORMANCE SECURITY AGREEMENT FOR • DIVERSION OF CONSTRUCTION&DEMOLITION DEBRIS WHEREAS, pursuant to Ordinance No. 887, codified at Section 6-03.08.01 et seq. of the San Juan Capistrano Municipal Code(SJCMC),the City Council of the City of San Juan Capistrano has mandated the diversion of fifty percent(50%) of construction and demolition debris generated by projects within the City of San Juan Capistrano;and WHEREAS, the City of San Juan Capistrano further mandated that any project that does not meet the exemptions provided in Sec 6-3.08.03 shall submit security in the amount determined in accordance with the then current resolution of the City Council determining the same(the"Performance Security"), before the issuance of a Building or Demolition Permit for that project;and WHEREAS, (hereinafter designated as "Applicant") has filed an application for a [Building or Demolition]Permit for the ("Project")which has a total project value of $ ;and WHEREAS, Applicant has submitted a Performance Security of $ to the City of San Juan Capistrano in the form of (Performance Bond, Money Order, Letter of Credit, Certificate of Deposit, Cash]; and WHEREAS, this agreement is entered into between the Applicant and City of San Juan Capistrano to secure compliance with Ordinance No.887. NOW THEREFORE, the City of San Juan Capistrano shall retain the Performance Security until such time that repplicant submits to the Solid Waste Coordinator or his/her designee, documentation that Applicant has met the diversion quirement for the Project pursuant to Section 6-03.08-05 of the SJCMC,and the Solid Waste Coordinator(SWC)or his/her designee determines compliance with such requirement, in which case the City shall release the Performance Security. If the SWC determines the Applicant has not made a good faith effort to meet the diversion requirement for the Project or has partially met it,in accordance with Ordinance No.887,the Performance Security,or a portion of it based on the extent of compliance by the Applicant,shall be forfeited to the City. Use of the forfeited security deposit shall be used as provided for in Section 6-03- 08.07. The Applicant agrees to protect,indemnify,defend and hold harmless the City,its elected directors,appointed officers, and its agents, employees and consultants, and each of them from any and all claims, costs,expenses(including attorney's fees), damages, liabilities or judgments, including demands arising from injuries to persons or damage to property, or interference with the use of property,or errors and omissions committed by the Applicant,to the extentthatthe same arise out of oroccur in connection with the work,operation or activities of the Applicant,its agents,employees and subcontractors in carrying out the obligations under this Agreement or in any way connected with the Project. IN WITNESS WHEREOF, this Agreement is executed as an original, by the Applicant and the City of San Juan Capistrano this_day of 20. Applicant City of San Juan Capistrano By: By: The Depositor of the Performance Security shall provide written notice to the Engineering and Building Department in the event that there is a ange in depositor's interest in the property,the projector the contact person for said project. Said notice shall be mailed first Gass,postage paid,certified mail to:City of San Juan Capistrano,Solid Waste Coordinator,Engineering and Building Department,32400 Paseo Adelanto, San Juan Capistrano CA 92675_ SAMPLE LETTER FOR C&D PERFORMANCE SECURITY RETURN REQUEST • [COMPANY LETTERHEAD] Date Ziad Mazboudi, Senior Civil Engineer City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Re: Request for Return of Performance Security Deposit Construction Waste Management Plan Project Name: Address: Form of Security Deposit (Bond, Money Order; Letter of Credit; Certificate of Deposit): • Bond Number(if applicable): Dear Mr. Mazboudi: As required by the Construction & Demolition Debris Ordinance, we have recycled %of all construction debris on the above project. This is to request the return of our [monetary deposit or release of our Performance Security Bond] placed with the City of San Juan Capistrano to assure our compliance with the City's construction debris recycling program. Please find enclosed the completed Waste Recycling and Disposal report summary filled as required, along with the receipts from the [waste hauler, designated recycler and sub-contractors] which collected waste and recycling material from our project. If you have any questions,please contact me at( ) Sincerely, (Name) (Title) (Company Name) • P!4s!4JOAuu:)POOlifquw3,J!miE7a41P'e"4un x Wol°s49bayl ae, l8 � N'l fad an {adboar;, s ✓ ' d 1 t N a A a b d Qyn�dad D a r o 8 d; i 3 , 4 s- - •fir ''+� +��"�*;> r 0... aC4 x ttr Y �� Ir ��k ff' a • 4 k4A, WF 4 ��,� ' t v e x ,} }y ew. .t. '^\ H�... 5 ! r:- L tl .`3i �tib�i ' - tin.,,.,'� T. ". ,.r'.� .nK✓."� '^7' �^ra f'�{ ,_ F' �4 .. t`".-.e e� �'"� °.'�t'2' r 5� , k, nm 4011 r..,S ' ',+�"s .,`x ^• ..�m we 2"�ks '.,i.- �;m/4r hyy �' 3 �,�'>4 ' �Z� n.a4 'a` ..TY_s' �y� � {n Y*+`� ✓n i� +'� *l "yy y W# pa,4 ��M � 1F•� f �,` wn Contents • Section 1 Introduction......................................................................................................1 1.1 Regulatory Background...................................................................................1 1.1.1 Orange County NPDES Permits.......................................................1 1.1.2 General Construction NPDES Permit...............................................2 1.1.3 Water Quality Ordinances................................................................2 1.1.4 Grading Ordinances..........................................................................2 12 Glossary............................................................................................................2 Section 2 Requirements of Construction Projects............................................................3 2.1 Applicability.....................................................................................................3 2.2 General Requirements......................................................................................4 23.1 Discharge Prohibitions on Construction Sites..................................5 2.3.2 BMP Implementation........................................................................5 Section 3 Best Management Practices(BMPs)for Construction Projects........................7 3.1 BMP Implementation Requirements...............................................................7 3.2 Minimum Requirements..................................................................................8 3.3 Site Management Requirements......................................................................8 3.4 Construction BMPs........................................................................................10 3.4.1 Erosion Control...............................................................................10 3.4.2 Sediment Control............................................................................11 • 3.4.3 Waste Management.........................................................................13 3.4.4 Materials Management...................................................................13 3.4.5 Non-Stormwater Management.......................................................13 3.5 BMP Standard Plans......................................................................................14 3.6 BMP References..............................................................................................14 Section 4 Documentation Requirements........................................................................15 4.1 Documentation Requirements for Construction Projects Subject to the General Construction Permit.....................................................................................15 4.2 Documentation Requirements for Other Sites(<1 Acre)..............................16 Section 5 Municipal Inspection of Construction Sites...................................................17 5.1 Prioritization of Construction Site Threat to Water Quality..........................17 52 Inspection Frequencies...................................................................................17 5.3 Inspection Responsibilities.............................................................................18 5.4 Enforcement Actions......................................................................................19 Glossary............................................................................................................................23 List of Tables Table 2-1 General Requirements for Construction Water Quality Management...4 Table 3-1 BMP Implementation Requirements for Construction Projects...............7 Table 3-2 Minimum Requirements for All Construction Sites..................................8 • Table 4-1 Documentation Requirements for Construction Projects.......................15 Table 54 Minimum Inspection Frequency of Construction Projects.....................18 September 2004 Construction Runoff Guidance Manual i Orange County Stormwater Program Section 1 Introduction This Construction Runoff Guidance Manual (Manual) presents the construction requirements developed as part of the countywide Drainage Area Management Plan (DAMP) for compliance with the third term National Pollutant Discharge Elimination System (NPDES) municipal stormwater permits issued by the Santa Ana(Order No.R8- 2002-0010,NPDES No. CAS618030)and San Diego (Order No. R9-2002-"l,NPDES No. CAS0108740)Regional Water Quality Control Boards (Regional Boards). This Manual additionally complements requirements in the County and City Water Quality Ordinances and Grading Ordinances. The information in this Manual is intended to assist applicants for building or grading permits to understand the water quality requirements during the construction phase of new development and significant redevelopment projects. The goal of this Manual and the program described in the DAMP is to control pollutant discharges from construction sites. Water from construction sites can be a major transporter of sediment and other pollutants. Activities and materials used on construction sites may be a source of pollutants.These include paints,lacquers,and primers;herbicides and pesticides;soaps and detergents;wood preservatives; equipment fuels, lubricants,coolants,and hydraulic fluids;and cleaning solvents. • These pollutants can leak from heavy equipment,be spilled,or can be eroded by rain from exposed soil or stockpiles. Once released,they can be transported into the receiving waters of Orange County,where they may become available to enter aquatic food chains,cause fish toxicity problems,contribute to algal blooms,impair recreational uses,and degrade drinking water sources. 1.1 Regulatory Background Various permits and ordinances have been adopted to address water quality impacts from urban and construction site runoff. Summarized below are the relevant regulations and their applicability to construction sites. 1.1.1 Orange County NPDES Permits In early 2002, the San Diego and Santa Ana Regional Boards issued NPDES permits that regulate stormwater discharge from municipal storm drain systems. The permits require the County and cities to implement a program to eliminate significant pollutant discharges from construction activities by requiring the implementation of appropriate Best Management Practices(BMPs) on all construction sites. BMPs are activities, practices,procedures, or devices implemented to avoid,prevent or reduce pollution of the municipal storm drain system and receiving waters. • September 2004 Construction Runoff Guidance Manual 1 Orange County Stormwater Program Section 1 Introduction • 1.1.2 General Construction NPDES Permit In 1999, the State Water Resources Control Board adopted Order No.,99-08 DWQ National Pollutant Discharge Elimination System (NPDES) General Permit No. CAS000002, Waste Discharge Requirements (WDRs)for Discharges of Stormwater Runoff Associated with Construction Activity (General Construction Permit). This permit was subsequently amended to include smaller construction sites. The General Construction Permit requires that construction sites with 1 acre or greater of soil disturbance or less than 1 acre but part of a greater common plan of development apply for coverage for discharges under the General Construction Permit by submitting a Notice of Intent (NOI) for coverage,developing a stormwater pollution prevention plan(SWPPP),and implementing Best Management Practices(BMPs) to address construction site pollutants. The Counts and Cities construction site requirements are coordinated with,but separate from the General Construction Permit The General Construction Permit applies regardless of whether a construction site discharges directly to receiving waters or to a municipal storm drain system. Inspections of construction sites by County/Cities or by Regional Board staff are separate and carry different enforcement actions/mechanisms. 1.1.3 Water Quality Ordinances The County and Cities in Orange County have adopted Water Quality Ordinances. The • purpose of the Ordinances is the improvement of water quality and compliance with NPDES permit requirements for the control of urban pollutants. The ordinances prohibit non-stormwater discharges to the municipal storm drain system unless covered by the discharge exceptions and require that pollutants in stormwater be reduced to the maximum extent practicable using BMPs. The Ordinances require that potential pollution causing activities comply with the requirements in the DAMP. The Ordinances further provide a legal mechanism for enforcement actions to be taken. 1.1.4 Grading Ordinances Municipal Grading Ordinances set the rules and regulations for grading operations including op, rations preparatory to grading on private property. In addition to other requirements, the Ordinances require that a project owner,developer or contractor prepare erosion control plans(ECPs),obtain a grading permit,and implement and maintain erosion and sediment control BMPs. The Ordinances additionally describe County/City inspection and legal enforcement mechanisms. 1.2 Glossary A glossary of key terms used in this Manual is included at the end of the document • Construction Runoff Guidance Manual September 2004 Orange County Stonnwater Program 2 Section 2 Requirements of Construction Projects 2.1 Applicability All construction project proponents are responsible for implementing BMPs to assure compliance with the Water Quality Ordinance and,where applicable,the Grading Ordinance. A construction project for the purposes of these requirements is any site for which building or grading permits are issued and where an activity results in the disturbance of soil such as soil movement, grading,excavation,clearing,road construction,structure construction,or structure demolition;and sites where uncovered storage(stockpiling) of materials and wastes such as dirt,sand or fertilizer occurs; or exterior mixing of cementaceous products such as concrete,mortar or stucco will occur. The DAMP establishes a tiered BMP implementation system as a requirement of building and grading permits during the construction process. This system identifies minimum BMP requirements that must be implemented by the responsible parties for construction projects. Responsible parties include the owner of the construction property,the construction contractor,and any other individual or entity performing construction activities. Projects that do not meet the definition of a construction project described above are • exempt from the minimum BMP requirements. Examples of projects that might be considered exempt would be similar w the following ■ Interior Remodeling ■ Mechanical Permit Work ■ Electrical Permit Work ■ Tenant Improvements ■ Signs ■ Changes of Use within an Existing Building ■ Temporary Mobile Home and Trailer Permits ■ Minor Permits Accessory to an Existing Building(such as patio covers and dec ks). Exemption from the minimum BMP requirements does not relieve the project owner or contractor from adhering to the basic discharge prohibitions identified in the Water Quality and Grading Ordinances(see Section 2.3.1). • September 2004 Construction Runoff Guidance Manual 3 Orange County Stormwater Program Section 2 Requirements of Construction Projects • 2.2 General Requirements Construction projects are required to comply with two interrelated sets of municipal directives with respect to water quality management (1)compliance with applicable discharge prohibition requirements set forth in the Water Quality Ordinance to prevent unauthorized non-stormwater discharges, and (2) implementation of BMPs to the maximum extent practicable,in accordance with the DAMP and local agency requirements,to reduce contaminants in stormwater discharges. In addition,construction projects that involve 1 acre or greater of soil disturbance must comply with the General Construction Permit The discharge prohibitions and BMP requirements are consistent with and complementary to the requirements of the General Construction Permit. Therefore,compliance with the State's General Construction permit will typically lead to compliance with the County/Cities BNT implementation requirements. However, the County or Cities may require Erosion Control Plans (ECPs) showing all BNTs for construction,even when a proj ect disturbs less than 1 acre of soil and is not covered by the General Construction Permit(i.e.,not a part of a larger common plan of development). Table 21 shows the general requirements and expectations for construction projects based on size of land disturbance. Table 2-1 • General Requirements for Construction Water Quality Management Project Water Quality Requirements Description ■ Apply for local grading or building permit ■ Comply with grading or building permit and local ordinances ■ Submit Notice of Intent (NOI) for General Construction Permit Construction Coverage to SWRCB Projects? 1 Acre ■ Prepare a SWPPP Soil Disturbance ■ Implement SWPPP ■ Implement BMPs as required by the County/Cities and the General Construction Permit ■ Submit General Construction Permit Notice of Termination (NOT) to Regional Board at project conclusion Other Projects ■ Apply for local grading or building permit ■ Comply with grading or building permit and local ordinances ■ Implement BMPs as required by the County/Cities • Construction Runoff Guidance Manual September 2004 Orange County Stormwater Program 4 Section 2 Requirements of Construction Projects • 2.3.1 Discharge Prohibitions on Construction Sites Without exception,discharges of stormwater from a constriction site to the municipal storm drain system or receiving waters are prohibited if the discharge contains pollutants that have not been reduced to the maximum extent practicable through the implementation of BMPs. In general,construction activities require the implementation of a combination of BMPs to control erosion and sediment transport,and pollutants from materials and waste management storage and activities. Non-stonnwater discharges from a construction site to the municipal storm drain system or receiving waters are prohibited. Exceptions to prohibitions of non-stormwater discharges include (a full list is available in the Water Quality Ordinance): ■ Discharges composed entirely of stormwater, or ■ Discharges for which the discharger has reduced to the maximum extent practicable the amount of pollutants through implementation of BMPs,or ■ Discharges from certain activities that may be present on a construction site including landscape irrigation,diverted stream flows, rising groundwater and de minimis groundwater infiltration to the municipal storm drain system, passive foundation drains,and flows from riparian habitats and wetlands. • 2.3.2 BMP Implementation Construction project owners,developers,or contractors must implement the BMP requirements in the DAMP or equivalent measures,methods,or practices. Proper selection of BMPs depends on numerous factors that are specific to individual sites and activities,and therefore the DAMP does not advocate or require the use of particular practices unless the County/City determines that BMPs implemented by the project proponent are not adequate to prevent discharges of pollutants. In that case, implementation of specific BMPs,additional BMPs,and/or other controls may be required. BMPs are described more fully in Section 3. • September 2004- Construction Runoff Guidance Manual 5 Orange County Stor nwater Program Section 3 Best Management Practices (BMPs) for Construction Projects This section presents construction stormwater management requirements and required temporary construction site BMPs. Permanent post-construction BMPs are not addressed in this document These requirements can be found in the Model Water Quality Management Plan(WQMP),Exhibit 711 in Section 7 of the DAMP. 3.1 BMP Implementation Requirements All construction projects must implement BMPs to prevent or reduce pollutant discharges into the municipal storm drain system or receiving waters. The implementation requirements depend on size of disturbed soil area,and in the Santa Ana Permit area, proximity to Areas of Special Biological Significance(ASBS-see Glossary). Based on the size of disturbed soil area and location of construction sites,two categories of BMP implementation have been identified'. These categories are described in Table 3- 1 and correspond to priorities that the County and Cities assign to construction sites as discussed further in Section 5.1. • Table 3.1 BMP Implementation Re uirements for Construction Projects Site Area Priority BMP Requirements Total Disturbed Soil Area<1 ■ Meet minimum requirements(Section 3.2) Acre(except as noted below) Low ■ Implement all appropriate Construction BMPs (Section 3.4) Total Disturbed Soil Area>1 Medium ■ Meet minimum requirements(Section 3.2) Acres(covered by General Permit) ■ Implement Site Management Requirements OR (Section 3.3) Within the Santa Ana Regional Board jurisdiction where the ■ Implement all appropriate Construction BMPs total Disturbed Soil Area is<1 High (Section 3.4) Acre and tributary to and/or within 500 feet of an ASBS ■ Comply with General Construction Permit (except if<1 Acre) • The County or Cities may elect to require specific minimum BMPs for each prioritization category. September 2004 Construction Runoff Guidance Manual 7 Orange County Stormwater Program Section 3 Best Management Practices(BMPs)for Construction Projects • 3.2 Minimum Requirements All construction projects regardless of size are required,at a minimum,to implement an effective combination of erosion and sediment controls and waste and materials management BMPs. These minimum requirements are summarized in Table 3-2 and must be conveyed to construction contractors as part of the plan notes or on a separate erosion control plan as required by the agency. Table 32 Minimum Requirements for All Construction Sites Category Minimum Requirements Sediments from areas disturbed by construction shall be retained on site using an effective combination of erosion Erosion and Sediment Control and sediment controls to the maximum extent practicable and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tracking, or wind. Waste and Materials Construction-related materials, wastes, spills or residues Management Control shall be retained on site to minimize transport from the site to streets, drainage facilities, or adjoining property by • wind or runoff. BMPs that may be used to meet the minimum requirements are described later in this Section. 3.3 Site Management Requirements The following requirements are for deployment of selected construction BMPs and apply to all projects with one acre or greater of soil disturbance and projects tributary to or within 500 feet of an ASBS within the Santa Ana Regional Board jurisdiction with less than 1 acre of soil disturbance. BMPs that may be used to meet the site management requirements are described later in this Section Dry Season Requirements (May 1 through September 30) A. Wind erosion BMPs(dust control) shall be implemented. B. Sediment control BMPs shall be installed and maintained at all operational storm drain inlets internal to the project. C. BMPs to control off-site sediment tracking shall be implemented and maintained. • Construction Runoff Guidance Manual September 2004 Orange County Stormwater Program 8 Section 3 Best Management Practices(BMPs)for Construction Projects • D. Appropriate waste management and materials pollution control BMPs shall be implemented to prevent the contamination of stormwater by wastes and construction materials. E. Appropriate non-stormwater BMPs shall be implemented to reduce or prevent the contamination of stwinwater from construction activities. F. There shall be a"weather triggered" action plan and the ability to deploy standby sediment control BMPs as needed to protect all exposed portions of the site within 48 hours of a predicted storm event(a predicted storm event is defined as a National Weather Service forecasted,50% chance of rain). G. Sufficient materials needed to install standby sediment control BMPs(at the site perimeter,site slopes,and operational inlets within the site)necessary to reduce or prevent sediment discharges from exposed portions of the site shall be stored on site. Areas that have already been protected from erosion using physical stabilization or established vegetation stabilization BMFs as described in item H below are not considered"exposed" for purposes of this requirement H. Deployment of permanent erosion control BMFs(physical or vegetation) should commence as soon as practical on slopes that are completed for any portion of the site. Standby BMP materials should not be relied upon to prevent erosion of slopes that have been completed. • Wet Season Requirements (October 1 through April 30) In addition to the Dry Season Requirements: A. Sediment control BMPs shall be implemented at all appropriate locations along the site perimeter,at all operational storm drain inlets and at all non-active slopes, to provide sufficient protection for storms likely to occur during the rainy season. B. Adequate physical or vegetation erosion control BMPs(temporary or permanent) shall be installed and established for all completed slopes prior to the start of the rainy season. These BMPs must be maintained throughout the rainy season. If a selected BMP fails,it musi be repaired and improved, or replaced with an acceptable alternate as soon as it is safe to do so. Repairs or replacements must result in an adequate BMP or additional BMPs should be installed to provide adequate protection. C. The amount of exposed soil allowed atone time shall not exceed that which can be adequately protected by deploying standby erosion control and sediment control BMPs prior to a predicted rainstorm. D. All disturbed areas that are not completed but that are not being actively graded • (non-active area)shall be protected from erosion with temporary or permanent September 2004 Construction Runoff Guidance Manual 9 Orange County Stormwater Program Section 3 Best Management Practices(BMPs)for Construction Projects • BMPs(erosion and sediment control). The ability to deploy standby BMP materials is not sufficient for these areas. Erosion and sediment control BMPs must actually be deployed. This includes all building pads,unfinished roads and slopes. E. Sufficient materials needed to install standby erosion and sediment control BMPs necessary to protect all exposed portions of the site from erosion and to reduce or prevent sediment discharges shall be stored on site. Areas that have already been protected from erosion using permanent physical stabilization or established vegetation stabilization BMPs are not considered "exposed" for purposes of this requirement 3.4 Construction BMPs In order to meet the minimum requirements for all projects and the site management requirements for medium and high priority projects,construction contractors must select,install,and maintain appropriate BMPs on all construction projects. BMPs must be installed in accordance with an industry recommended standard or in accordance with the General Construction Permit BMPs are tools that are used to ensure sites meet the requirements outlined above. Selection of BMPs is a site-specific process and as such, no specific type or number of BMPs is required2. Described below are the construction BMPs from the California Stormwater Best • Management Practice Handbook,Construction,2003 Edition(see Section 3.6 for further information). The Handbook contains BMP fact sheets for six major categories of BMPs and guidelines on how to select erosion and sediment controls as well as material and waste management controls. These categories of BMPs and their applicability are discussed below. ■ Erosion Control ■ Sediment Control ■ Wind Erosion Control ■ Tracking Control ■ Non-Stormwater Management ■ Waste Management&Materials Pollution Control 3.4.1 Erosion Control Erosion Control is any source control practice that protects the soil surface and prevents the soil particles from being detached by rainfall or wind. One or more of the following • z The County or Cities may elect to require specific minimum BMPs for each prioritization category. Construction Runoff Guidance Manual September 2004 Orange County Stormwater Program 10 Section 3 Best Management Practices(BMPs)for Construction Projects • physical and/or vegetation stabilization BMPs,are required to prevent or reduce, to the maximum extent practicable,erosion from exposed slopes. Physical Stabilization: If physical stabilization is selected,materials must be appropriate to the circumstances in which they are deployed, and sufficient material must be deployed. Chemicals that may affect water quality should not be used. EC-3 Hydraulic Mulch EC-4 Hydroseeding EC-5 Soil Binders EC-6 Straw Mulch EC-7 Geotextiles&Mats Vegetation Stabilization: If vegetative stabilization is selected, the stabilizing vegetation must be installed, irrigated and established prior to the onset of the storm season(October 1). Established vegetation is defined as a subsurface mat of intertwined mature roots with a uniform vegetative coverage of 70 percent of the natural vegetative coverage or more on disturbed areas. In the event stabilizing vegetation has not been established by October 1,other forms of physical stabilization must be employed to prevent erosion during • storm events until the stabilizing vegetation is established. EC-4 Hydroseeding(to establish interim vegetation) Wind Erosion (Dust) Control: Apply water or other dust palliatives as necessary to prevent or alleviate dust nuisance: WE-1 Wind Erosion Control 3.4.2 Sediment Control Sediment Control is any practice that traps the soil particles after they have been detached and moved by wind or water. Sediment control measures are usually passive systems that rely on filtering or settling the particles out of the water or wind that is transporting them. Perimeter Protection: Protect the perimeter of the site or exposed area from sediment ingress/discharge in sheet flows using one or more of the following SE-1 Silt Fence SE-5 Fiber Rolls SE-6 Gravel Bag Berm September 2004--- Construction Runoff Guidance Manual 11 Orange County Stormwater Program Section 3 Best Management Practices(BMPs)for Construction Projects • SE-8 Sand Bag Barrier SE-9 Straw Bale Barrier Storm Drain Inlet Protection: Protect all operational storm drain inlets internal to the project by using: 5E-10 Storm Drain Inlet Protection Resource Protection: Protect Environmentally Sensitive Areas(ESAs)and watercourses from sediment in sheet flows by using one or more of the following- SE-1 Silt Fence SE-5 Fiber Rolls SE-6 Gravel Bag Berm SE-8 Sand Bag Barrier SE-9 Straw Bale Barrier Sediment Capture: Capture sediments in channeled stormwater by using one or more of the following: • SE-3 Sediment Trap SE-10 Storm Drain Inlet Protection SE-2 Sediment Basin (Sediment Basin(s) must be designed in accordance with the General Permit or other industry standard). Velocity Reduction: Reduce the discharge velocity of stormwater by using one or more of the following. SE-1 Silt Fence SE-4 Check Dam SE-2 Sediment Basin EC-10 Outlet Protection/Velocity Dissipation Devices Off-site Sediment Tracking: Reduce or prevent sediment from being tracked off-site by using one or more of the following: TC-1 Stabilized Construction Entrance/Exit TC-2 Construction Road Stabilization TC-3 Entrance/Outlet Tire Wash • Construction Runoff Guidance Manual September 2004 Orange County Stormwater Program 12 Section 3 Best Management Practices(BMPs)for Construction Projects • 3.4.3 Waste Management Reduce or prevent the contamination of stormwater by washes through proper management of the following types of wastes: ■ Solid ■ Sanitary ■ Concrete ■ Hazardous ■ Equipment-related wastes BMPs that must be implemented for handling,storing,and disposing of wastes generated by a construction project to reduce or prevent the release of waste materials into stormwater discharges include: WM-4 Spill Prevention and Control WM-5 Solid Waste Management WM-6 Hazardous Waste Management WM-7 Contaminated Soil Management • WM-8 Concrete Waste management WM-9 Sanitary/Septic Waste Management WM-10 Liquid Waste Management NS-8 Vehicle and Equipment Cleaning NS-9 Vehicle and Equipment Fueling NS-10 Vehicle and Equipment Maintenance 3.4.4 Materials Management Reduce or prevent the contamination of stormwater from construction materials by covering and/or providing secondary containment of storage areas and/or by taking adequate precautions when handling materials. BMPs to implement for handling, storing,and using construction materials to prevent the release of those materials into stormwater discharges are: WM-1 Material Delivery and Storage WM-2 Material Use WM-3 Stockpile Management 3.4.5 Non-Stormwater Management Non-stormwater management BMPs limit or reduce potential pollutants at their source before they are exposed to stormwater. These BMPs are also referred to as"good housekeeping practices' that involve day-to-day operations of the construction site and September 2004 Construction Runoff Guidance Manual 13 Orange County Stormwater Program Section 3 Best Management Practices(BMPs)for Construction Projects • are usually under the control of the contractor. BMPs tc)implement for non-stormwater management, depending on the conditions and/or applicability of deployment are: NS-1 Water Conservation Practices NS-2 Dewatering Operations NS-3 Paving and Grinding Operations NS-4 Temporary Stream Crossing NS-5 Clear Water Diversion NS-6 Illicit Connection/ Discharge NS-7 Potable Water/Irrigation NS-8 Vehicle and Equipment Cleaning NS-9 Vehicle and Equipment Fueling NS-10 Vehicle and Equipment Maintenance NS-11 Pile Driving Operations NS-12 Concrete Curing NS-13 Concrete Finishing NS-14 Materials and Equipment Use Over Water NS-15 Demolition/ Adjacent to Water NS-16 Temporary Batch Plants • 3.5 BMP Standard Plans Accepted standard plans that may be used for construction BMPs are found in the Orange County Environmental Management Agency(now RDMD)Standard Plans,1996 Edition. This includes the following BMPs standard plans: Sandbag Velocity Reducer (No. 1328) and Temporary Drainage Inlet(No. 1330). These standard plans have been included at the end of this document 3.6 BMP References The primary reference for construction, implementation,and maintenance of construction BMPs is the California Stormwater Best Management Practice Handbook - Construction. This handbook has been recently revised and the latest version can be purchased or downlozAed from http://www.cabmphandbooks.com. • Construction Runoff Guidance Manual September 2004 Orange County Stormwater Program 14 Section 4 Documentation Requirements This section presents documentation requirements for construction projects. The documentation requirements are summarized below in Table 4-1. Table 4-1 Documentation Requirements for Construction Projects Site Area Documentation Requirement Total Disturbed Soil Area ■ BMPs to meet Minimum Requirements as Standard < 1 Acre Conditions in Grading or Building Permit, or as Plan Notes (Erosion Control Plan at the discretion of the County/City) ■ Proof of Submittal of NOI ■ Stormwater Pollution Prevention Plan (SWPPP) Total Disturbed Soil Area 1 Acres (covered by ■ Erosion Control Plans (ECPs) meeting Minimum General Construction Requirements and Site Management Requirements Permit) ■ BMPs to meet Minimum Requirements and Site Management Requirements as Standard Conditions or Plan Notes (if no Grading Permit) 4.1 Documentation Requirements for Construction Projects Subject to the General Construction Permit The following describe the process to be followed for a private construction project that is subject to the General Construction Permit(1 acre or greater of soil disturbance or less than 1 acre but part of a greater common plan of development): ■ The project owner, developer, or contractor is responsible for preparing the Notice of Intent(NOI) and submitting it to the State Water Resources Control Board. Before receiving a grading or building permit,the project owner,developer,or contractor must submit to the County/City proof of submittal for General Construction Permit coverage. ■ For grading permit projects,an Erosion Control Plan must be submitted in accordance with the County/City grading ordinance. ■ Prior to the start of construction, a SWPPP meeting the requirements of the General Construction Permit must be prepared by the owner, developer, or contractor. The • SWPPP must be implemented year-round throughout the duration of the project's September 2004 Construction Runoff Guidance Manual 15 Orange County Stormwater Program Section 4 Documentation Requirements . construction. A SWPPP Template is available for download from http://cabmphandbooks.com. It is important to note that the County/City and its staff are not responsible for reviewing,approving,or enforcing the SWPPP;these are responsibilities of the Santa Ana or San Diego Regional Boards and their staffs. County/City Inspector(s) may choose to use the SWPPP as an informal tool for on- site inspections;thus,the SWPPP must be made available upon the inspector's request. ■ Once the project owner,developer, or contractor receives a grading or building permit(if applicable) and initiates construction,BMPs must be implemented throughout the duration of the project as specified in Table 3.1. ■ To comply with the General Construction Permit,the contractor must perform inspections before and after stone events and once each 24-hour period during extended stone events to identify BMP effectiveness and implement repairs or design changes as soon as feasible depending upon field conditions. The results of all inspections and assessments must be documented and copies of the completed inspection checklists must be maintained with the SWPPP. ■ The County/City will inspect and enforce issued and applicable ordinances as noted in Section 5, including implementation of BMPs as specified in Table 3.1. The County/City will notify the appropriate Regional Board of noncompliance when the non-compliance meets the criteria of posing a threat to human or environmental • health. ■ Once project construction is completed and the site fully complies with the final stabilization requirements of the General Construction Permit, the owner/developer will submit a Notice of Termination(NOT) to the State Water Resources Control Board. 4.2 Documentation Requirements for Other Sites (< 1 Acre) Private construction projects disturbing< 1 acre of soil must implement BMPs to comply with minimum requirements listed in Table 3-2. Projects covered under a grading permit are required to develop Erosion Control Plans(ECPs). These ECPs must show proposed locations of the erosion control BMPs that will be implemented during the construction. If the project is tributary to or within 500 feet of an ASBS in the Santa Ana Regional Board region,site management requirements(Section 3.3) shall also apply. s Construction Runoff Guidance Manual September 2004 Orange County Stonnwater Program 16 Section 5 Municipal Inspection of Construction Sites The County/City will perform inspections of construction sites to verify that the requirements of the DAMP are being implemented and maintained,and that construction sites appropriately comply with requirements of local permits(building, grading,NPDFS,etc.) and Ordinances(Grading,Water Quality,and others) as detailed in this Manual and as augmented by the local agency,and that they continue to protect water quality. 5.1 Prioritization of Construction Site Threat to Water Quality The County/City will evaluate the potential threat to water quality posed by the construction activity and assign a threat priority of low,medium,or high. Based on the threat of prioritization the County/City will set an inspection frequency to ensure that BMPs are adequate,are being implemented and maintained properly,and that no discharge violations are occurring. Factors considered in the threat prioritization include: ■ Size and type of the construction project • ■ Time of Construction-rainy season(October 1 -April 30)versus dry season ■ Location-tributary to an impaired waterway or near an ASBS or FSA ■ Site topography 5.2 Inspection Frequencies Construction sites will be inspected,according to the priority established by the County/City,until construction activity is complete. The minimum frequency of construction site inspections is shown in Table 5-1: • September 2004 Construction Runoff Guidance Manual 17 Orange County Stormwater Program Section 5 Municipal Inspection of Construction Sites • Table 5-1 Minimum Inspection Frequency of Construction Projects Rainy Season (October 1-April 30) Construction Site Dry Season Projects within the tY Projects within the (May 1-September Priori jurisdiction of the jurisdiction of the San 30) Santa Ana Regional Diego Regional Board Board High Once per month Once per week" As needed Medium Twice during the season As needed Low Once during the Twice during the As needed season season Or monthly if the County/City has submitted a written statement to the San Diego Regional Board 5.3 Inspection Responsibilities • At a minimum, the following will be addressed during inspections: ■ Ensure that the owner/developer/contractor is meeting the construction program requirements of the DAMP; ■ Ensure that there is an effective combination of erosion,sediment,and material and waste management BMPs being implemented and maintained in order to reduce or prevent the discharge of pollutants into stormwater conveyances and receiving waters; ■ Ensure that the o'; ner/developer/contractor implements and maintains appropriate BMPs on a year round basis; ■ Ensure no discharge violations(excessive sediment, oil sheen, trash,etc.) are occurring or pose a reasonable threat of occurring; ■ Ensure that,if issues are noted during the inspections,appropriate corrective actions are taken. The primary mechanism that inspectors will use to determine if the minimum requirements and BMPs for construction activities are being met will be to assess the site against the minimum requirements(Table 3-2) and the approved plans. The minimum • Construction Runoff Guidance Manual September 2004 Orange County Stormwater Program 18 Section 5 Municipal Inspection of Construction Sites • requirements are intended to be easy to interpret field observations that allow an assessment of site conditions during both dry and wet season conditions. The inspector will utilize the following framework when conducting an inspection: ■ Review contractor's self-inspection checklist to determine whether minimum self- inspections have been performed; ■ Review the applicable County/City required erosion and sediment control plans and contract documents and determine whether they are being properly implemented; ■ Determine if BMPs are being effectively implemented in accordance with the approved plans and suggested list of BMPs, and are maintained properly; ■ Determine whether the owner/developer/contractor is making appropriate adjustments when ineffective BNVs are found;and ■ Determine if discharges are occurring from the site or are flowing into onsite storm drain inlets and determine if such discharges are prohibited. If a discharge violation is observed,or if BWs are either not implemented or not being maintained properly,enforcement actions may be imposed. If the inspected site does not meet the minimum requirements, inspectors will follow-up within a reasonable • period to assure that all applicable requirements are implemented. 5.4 Enforcement Actions The County/City inspectors and/or other staff who possess internal enforcement authority through established policies and procedures will undertake enforcement of construction projects. Inspectors will enforce compliance with the construction program,grading or building permit,and local ordinances such as the Water Quality Ordinance. The inspectors will document violations observed. If an inspector observes a significant and/or immediate threat to water quality,action will be taken to require the developer/contractor to immediately cease the discharge and the County/City will be obligated to forward this information to the Regional Water Quality Control Board for review of additional enforcement action or remediation requirements. The County/City enforcement steps that may be taken by inspectors include but are not limited to: ■ Verbal Warning ■ Written Actions under the Water Quality Ordinance • • Notice of Non-Compliance September 2004 Construction Runoff Guidance Manual 19 Orange County Stormwater Program Section 5 Municipal Inspection of Construction Sites • ■ Administrative Compliance Order • Administrative Citations or Fines • Cease and Desist Order • Civil and Criminal Actions ■ Written Actions under Building/Grading Ordinances ■ Corrective Action Notice • Stop Work Order ■ Revocation of Permits)and/or Denial of Future Permits • Civil and Criminal Actions In selecting enforcement options, the inspector will normally apply similar enforcement actions to violations of a similar nature. However,a more severe enforcement action may be taken when a violator has either a history of non-compliance or has failed to take good faith actions to eliminate continued violations. If egregious or unusual circumstances are indicated,a higher level of enforcement action will be taken. Verbal Warnings: Typically,the initial method of requesting corrective action and enforcing compliance will be a verbal warning from the inspector to the contractor. The inspector will notify the developer/contractor's project supervisor of the violation and document the violation and the notification bo the contractor's project supervisor in the inspection file. A specific time frame for correcting the problem and a follow-up inspection date will be documented by the inspector. In judging the degree of severity, the inspector may also take into account any history of similar or repeated violations by the same developer or contractor at this or other sites. Written Warnings: If a deficiency that was noted in a prior verbal warning is not corrected by the next inspection, or the severity of the violation is such that a verbal warning is not strong enough,a written wandng will be issued. The written warning will describe the deficiency that is to be corrected,suggested corrective action(s),the specific time frame for correction,and a date for a follow-up inspection. A copy of the written warning will be provided to the contractor's project supervisor and another copy may be provided to the owner/developer. A copy will be placed in the active inspection file. Once the violation has been corrected to the satisfaction of the inspector, the inspector will document compliance in the inspection file. Depending on the severity of the violation(s), the options for issuing written warnings for enforcement of local ordinances and grading/building permits on private construction projects may vary. Written warnings include,but are not limited to,Notice of Non-Compliance, Administrative Compliance Order, Administrative Citations or Fines,and Cease and • Desist Order. _Construction Runoff Guidance Manual September 2004 Orange County Stormwater Program 20 Section 5 Municipal Inspection of Construction Sites • Stop Work Orders: If a written warning has not been addressed by the next inspection,or if the developer/contractor has not complied with their permit requirements,or if a significant threat to water quality is observed (such as a failure of BMPs resulting in a significant release of sediment or other pollutants off site),a stop work order will be issued by the inspector or the appropriate official. Stop work orders prohibit further construction activity until the problem is resolved and provide a time frame for correcting the problem. The stop work order will describe the infraction and specify what corrective action must be taken. A copy of the stop work order will be given to the contractor's project supervisor and placed in the active inspection file. A copy of the stop work order will also be sent to the owner/developer. To restart work once a stop work order has been issued,the contractor's project supervisor must request the inspector to re-inspect the project and verify that the deficiencies have been satisfactorily corrected. If the inspector is satisfied with the corrections, the inspector may sign off on that phase of the project, and work may proceed. In severe cases,the building or grading permit may be revoked. Revocation of Permit(s) and/or Denial of Future Permits: In severe cases of noncompliance or significant discharges,it may be necessary to revoke the grading and/or building permit that a developer/contractor is working • under,withhold final approval, or deny future permits on the project. The developer/contractor would then have to re-apply for permits and meet any requirements that the County/City may place on the project Civil and Criminal Actions: In severe cases, the County/City may also use Civil and or Criminal court actions under local ordinances,such as the Water Quality Ordinance,which may result in significant fines levied upon the non-compliant responsible parties. • September 2004 Construction Runoff Guidance Manual 21 Orange County Stormwater Program Glossary The following definitions are important in understanding the County/City's construction stormwater protection program. ASBS -Area of Special Biological Significance. The Water Quality Control Plan for Ocean Waters of California(California Ocean Plan) designates 35 Areas of Special Biological Significance, two of which lie within the Santa Ana Regional Board jurisdiction: ■ Newport Beach Marine Life Refuge(HU801.110) ■ Irvine Coast Marine Life Refuge (HU801.110) BMP-Best Management Practices(BMPs) are activities,practices,procedures, or facilities implemented to avoid, prevent,or reduce pollution of the stormwater system and receiving waters. Construction Project-any site for which building or grading permits are issued and where an activity results in the disturbance of soil such as soil movement,grading, excavation,clearing,road construction, structure construction,or structure demolition; and sites where uncovered storage of materials and wastes such as dirt,sand,or fertilizer occurs;or exterior mixing of cementaceous products such as concrete,mortar, • or stucco will occur. Demolition-an activity involving the demolishing or the destruction of a structure, facilities,or associated appurtenances. Erosion Control-the activity of reducing or eliminating erosion(the wearing away of the ground surface as a result of the movement of wind,water,and/or ice) by using a combination of Best Management Practices to protect adjacent private property, watercourses,public facilities,and receiving waters from an abnormal deposition of sediment or dust: Erosion Control Plan-A plan(including drawings,specifications,or other requirements)detailing the methods of implementing an erosion control system. Discharge -the release spill,leak,pump,flow, escape,leaching,dumping or disposal of any liquid,semi-solid,or solid substance. Environmentally Sensitive Area(ESA) -includes but is not limited to all Clean Water Act Section 303(d) impaired water bodies,areas designated in the Ocean Plan as Areas of Special Biological Significance(ASBS) or by the State Water Resources Control Board (Water Quality Control Plan and amendments);water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan • and amendments);areas designated as preserves or equivalent under the Natural Community Conservation Planning Program;and any areas designated as Critical September2004Construction Runoff Guidance Manual 23 Orange County Stormwater Program Glossary Aquatic Resources(CARS)or other equivalent environmentally sensitive areas which • have been identified by the County or City. Municipal Storm Thain System -the street gutter, channel,storm drain,catch basin, constructed drain, lined diversion structure,wash area,inlet,outlet,or other facility, which is part of or tributary to the County wide stormwater runoff system and owned, operated,maintained,or controlled by the County/City, and used for the purpose of collecting,storing, transporting, or disposing of stormwater. Non-stormwater-any runoff or discharge not entirely composed of stormwater. Notice of Intent(NOI) -an application submitted by the owner/operator of a project that constitutes his intent to be authorized by an NPDES permit issued for stormwater discharges associated with the construction activity indicated. Notice of Termination-a form to discontinue coverage under an NPDES general permit for stormwater discharges associated with industrial activity and stormwater discharges associated with construction activity. Pollutant -any liquid, solid or semi-solid substances that will interfere with or adversely affect the beneficial uses of the receiving waters, flora, or fauna of the state. A more detailed definition is included in the Water Quality Ordinance. Generally, pollutants can include such items as: ■ Artificial materials ■ Household wastes ■ Metals and Non-metals ■ Petroleum and related hydrocarbons ■ Animal wastes ■ Substances having a pH less than 6.5 or greater than 8.6,or unusual coloration, turbidity or odor ■ Waste materials,sediment, and wastewater generated by construction sites and construction activities ■ Pollutants defined by the Federal Clean Water Act ■ Other constituents or materials,including but not limited to pesticides,herbicides, fertilizers,fecal coliform,fecal streptococcus or enterococcus, or eroded soils, sediment and particulate materials. Receiving Water-A river, lake,ocean,stream,or other watercourse identified in the • Basin Plan into which waters may be discharged. Construction Runoff Guidance Manual September 2004 Orange County Stormwater Program 24 Glossary Regional Board-Regional Water Quality Control Boards administer water quality • requirements within a watershed region. There are nine Regional Boards under the SWRCB. The San Diego Regional Board and the Santa Ana Regional Board have jurisdiction in Orange County. Stormwater-stormwater runoff and snow melt runoff S WRCB -State Water Resources Control Board,California agency that implements and enforces water quality and NPDES permit requirements and oversees the Regional Boards. Stormwater Pollution Prevention Plan(SWPPP) -Document required by the General Construction Permit to be developed and implemented by construction sites with 1 acre or greater of soil disturbance,or less than 1 acre but part of a greater common plan of development The SWPPP emphasizes the use of appropriately selected,correctly installed,and maintained pollution reduction BMPs. This approach provides the flexibility necessary to establish BMFs that can effectively address source control of pollutants during changing construction activities. Waste Discharge Identification(WDID)Number-an identification number assigned by the Storm Water Resources Control Board upon receipt of a complete NOI. • September 2004 Construction Runoff Guidance Manual 25 Orange County Stormwater Program Orange Count Environmental Management Agency (Now County of Orange Resources & Development Management Department) BMP Standard Plans • ■ Sandbag Velocity Reducer (No. 1328 ■ Temporary Drainage Inlet (No. 1330) • zoo' MAx. 1 (SEE NOTE N0.2) t t i -- --- ' I —SANDBAGS(TYP.) sa ' DIRECTION OF w=Ts % ROADBED WIDTH a a STREET FLOW US i f , 1 'r—X--+ 8'MIN. SFlt►gNG FOR YEFIICLE ACCESS PLAN W X 20'-30' S' 31'- 40' 7' 41'-50' 9' 511- 60, 10.5' 61 - TO' -F21- 2 22 BAGS MIN. SANDBAGS(TYP) TYPICAL TYPICAL SECTION ELEVATION NOSES: 1. Gravel bags are encouraged over the use of sandbags and may be required in areas which are particularly sensitive to sediment deposition. 2. Requirements for and spacing of velocity reducers for streets with grades of less than 4X shall be as shown on the approved Erosion Control Plan. 3. This standard detail shall be used as shown on the approved Erosion Control Plan. ANGE COUNTY ENVIRONMENTAL M� �MENT AGENCY STD. PLAN APMOVED k.,#1AWjZAW DIRECTOR Of RE&I"rION i �� AOoptetl+ Ria s2-na SANDBAG VELOCITY REDUCER 31EETI OF 70 6�'X 6"–Wi4 X W1.4 . .M. OR APPROVED rnz ' ALT. SCREEN AS SAFETY BARRIER.—,,., m B MAX. HEIGHT OF_ O A AGS AT SPILLWAY 3— B ` N C MIN. Z O NX. . D $ z - —� _ (STREET z o _ _ SUB-GRADE Z o D C C 23M - ._ r - - –' ^may LE ROW DOUBSANDBAGS z rYL y –1 , .__ D ---J m < –STORM DRAIN PIPE.SEE ABASE COURSE SANDBAGS a PLAN FOR TYPE AND ON EDGE. LOCATION. 2 PLAN SECTION C-C NOTES: I . Gravel bugs are encouraged over the use of sandbags and may be required in areas x which are Particularly sensitive to sediment deposition. ZA WD 2. A portinn of catcl+ basin may be constructed in place of sandbags. O r 3. This standard detail shall he used us shown on the approved Z erosion control plan.