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1997-0505_PETAR ARTUKOVICH CONSTRUCTION_Proposal Specifications and Documents i , CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS MARBELLA GRAVITY SEWER Members of the City Council DAVID SWERDLIN, MAYOR GIL JONES WYATT HART COLLENE CAMPBELL JOHN GREINER CITY MANAGER GEORGE SCARBOROUGH DIRECTOR OF ENGINEERING AND BUILDING WILLIAM M. HUBER MARCH, 1997 A TABLE OF CONTENTS (REVISED) MARBELLA GRAVITY SEWER TITLE PAGE CONTRACT DOCUMENTS Notice Inviting Bids 1 Bid Proposal 3 Schedule of Work Items 6R-9R Non-Collusion Affidavit 10 Designation of Sub-Contractors 11 Instructions to Bidders 12 Bid Bond BB-1 Performance Bond PB-1 Labor& Material Bond LM-1 CONTRACT Contract 1-4 SPECIAL PROVISIONS Work to be Done SP-1 Section 1 Standard Specifications SP-1 Section 2 Terms Defined SP-2 Section 3 Flow and Acceptance of Water SP-2 Section 4 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 Section 13 Hours of Work SP-6 Section 14 Special Provisions for the Construction of Sanitary Sewers SP-6 Section 15 Alternate Pipe Material SP-6 Section 16 Archaeology SP-7 Section 17 Utility Relocations SP-7 Project Schedule Form R I • TABLE OF CONTENTS MARBELLA GRAVITY SEWER TITLE PAGE CONTRACT DOCUMENTS Notice Inviting Bids 1 Bid Proposal 3 Schedule of Work Items 6 Non-Collusion Affidavit 7 Designation of Sub-Contractors 8 Instructions to Bidders 9 Bid Bond BB-1 Performance Bond PB-1 Labor& Material Bond LM-1 CONTRACT Contract 1-4 SPECIAL PROVISIONS Work to be Done SP-1 Section 1 Standard Specifications SP-1 Section 2 Terms Defined SP-2 Section 3 Flow and Acceptance of Water SP-2 Section 4 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 Section 13 Hours of Work SP-6 Section 14 Special Provisions for the Construction of Sanitary Sewers SP-6 Section 15 Alternate Pipe Material SP-6 Section 16 Archaeology SP-7 Section 17 Utility Relocations SP-7 Project Schedule Form TABLE OF CONTENTS (REVISED) MARBELLA GRAVITY SEWER TITLE PAGE DETAIL SPECIFICATIONS AND METHOD OF PAYMENT Bid Item 1 Project Survey DS-1 Bid Item 2 Reestablish Centerline Ties and Mounuments DS-1 Bid Item 3 City Notification Signs DS-1 Bid Item 4, 5, & 6 12", 10" and 8" Vitrified Clay Pipe DS-1 Bid Item 7, 8 & 35 10", 8" and 6" Ductile Iron Pipe DS-2R Bid Item 9 48" Sewer Manhole DS-3R Bid Item 10 Connect 4" Sewer Lateral to New 10" Sewer DS-3R Bid Item 11 & 12 Connect to Existing Sewer Manhole DS-4R Bid Item 13 Demolish Existing Manhole DS-4R Bid Item 14 Grout Abandoned Sewer Line DS-4R Bid Item 15 Modified 48" Sewer Manhole DS-5 Bid Item 16 Cold Plane 0.15' Deep DS-5 Bid Item 17 Replace Asphalt Concrete DS-6R Bid Item 18 Temporary Striping DS-6R Bid Item 19 Slurry Seal, Type II DS-6R Bid Item 20 Permanent Pavement Markings DS-7R Bid Item 21 & 22 Street Sweeping DS-7R Bid Item 23 Traffic Control DS-8 Bid Item 24 Unsuitable Material (Item can be deleted at discretion of Engineer) DS-9 Bid Item 25 Additional Bedding (Item can be deleted at discretion of Engineer) DS-9 Bid Item 26 Remove Structural Section DS-9 Bid Item 27 Aggregate Base DS-10 Bid Item 28 Asphalt Concrete Overlay DS-10 Bid Item 29 Adjust CVWD Valve Boxes to Grade DS-10 Bid Item 30 Adjust City Manhole Covers to Grade DS-11 Bid Item 31 Pavement Reinforcing Fabric DS-11 Bid Item 32 Cold Plane 0.12' to Zero DS-13 Bid Item 33 Slurry Seal to AC Dike DS-13 Bid Item 34 Inductive Loop Detectors DS-13 APPENDICES 1. Special Provisions for the Construction of Sanitary Sewers, City of San Juan Capistrano 2. Geotechnical Investigation Report 3. Centerline Ties - also available from City Engineering Division 4. City Existing Street Trench Detail 5. City Notification Sign R • TABLE OF CONTENTS MARBELLA GRAVITY SEWER TITLE PAGE DETAIL SPECIFICATIONS AND METHOD OF PAYMENT Bid Item 1 Project Survey DS-1 Bid Item 2 Reestablish Centerline Ties and Mounuments DS-1 Bid Item 3 City Notification Signs DS-1 Bid Item 4, 5, & 6 12", 10" and 8" Vitrified Clay Pipe DS-1 Bid Item 7 & 8 10" and 8" Ductile Iron Pipe DS-2 - Bid Item 9 48" Sewer Manhole DS-3 Bid Item 10 Connect 4" Sewer Lateral to New 10" Sewer DS-3 Bid Item 11 & 12 Connect to Existing Sewer Manhole DS-4 Bid Item 13 Demolish Existing Manhole DS-4 Bid Item 14 Grout Abandoned Sewer Line DS-4 Bid Item 15 Modified 48" Sewer Manhole DS-5 Bid Item 16 Cold Plane 0.15' Deep DS-5 Bid Item 17 Replace Asphalt Concrete DS-6 Bid Item 18 Temporary Striping DS-6 Bid Item 19 Slurry Seal, Type II DS-6 Bid Item 20 Permanent Pavement Markings DS-7 Bid Item 21 & 22 Street Sweeping DS-7 Bid Item 23 Traffic Control DS-8 Bid Item 24 Unsuitable Material (Item can be deleted at discretion of Engineer) DS-9 Bid Item 25 Additional Bedding (Item can be deleted at discretion of Engineer) DS-9 Bid Item 26 Remove Structural Section DS-9 Bid Item 27 Aggregate Base DS-10 Bid Item 28 Asphalt Concrete Overlay DS-10 Bid Item 29 Adjust CVWD Valve Boxes to Grade DS-10 Bid Item 30 Adjust City Manhole Covers to Grade DS-11 Bid Item 31 Pavement Reinforcing Fabric DS-11 Bid Item 32 Cold Plane 0.12' to Zero DS-13 Bid Item 33 Slurry Seal to AC Dike DS-13 Bid Item 34 Inductive Loop Detectors DS-13 APPENDICES 1. Special Provisions for the Construction of Sanitary Sewers, City of San Juan Capistrano 2. Geotechnical Investigation Report 3. Centerline Ties - also available from City Engineering Division 4. City Existing Street Trench Detail 5. City Notification Sign MARBELLA GRAVITY SEWER NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, up to 2:00 p.m., on the 21st day of April 1997,receive sealed proposals or bids for the Marbella Gravity Sewer in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 1994 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. 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 10:00 a.m. on the 14th day of April 1997, 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 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. 1 A time limit of Ninety(90) 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, copies 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 $5 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 Councilmembers of the City of San Juan Capistrano and is dated this /9k day of M-rc.,uj, /q91 CITY CLERK1 CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 2 BID PROPOSAL For the: MARBELLA GRAVITY SEWER From: PETAR ARTUKOVICH CONSTRUCTION CO., INC �953o0 Contractor, License No. & Classification 6:e• Gtr 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, 1994 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: '- _.; �J 4- $ 5 , 30 277 o 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 ninety (90) 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 3 City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase 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 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: 7,1 4, ,� ; �a 9/ 7/0 Licensed in accordance with an act providing for the registration of contractors -- License No. o� 95-300 and Classification �- Signature of Bidder: PETAR ARTUKOVICH CONSTRUCTION CO., INC ds- re-ia. r A u ko v, c � "res ( /1 a- 9e f l rhe. Ar /tike v I, sere 4,01 Trete sufreH 4 (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) 8243 SERANATA DRIVE Dated: 5 / y 17 WHITTIER, CAL. 90603 Business Address Dated: )/)2 5 199 (56.09Y 7 -L/0 (1 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. PETAR ARTUKOVICH CONSTRUCTION CO., INC Dated: )2).1 5- /y 9 7 Signature of Bidder /? Dated: ) i9 (56 2) 7V 7 -Jo cf l Telephone Number 5 SCHEDULE OF WORK ITEMS MARBELLA GRAVITY SEWER Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) (In Figures) 1 L.S. Project survey for the lump sum price of_ 44 dollars. $ O CO 2 L.S. Reestablish centerline ties and monuments for the lump sum price of dollars. $ ' 0 00 3 4 Ea. Provide City notification si ns for the unit price of ii_,...e dollars per each. $ 5CC $4 O Q 0 4 1,670 L.F. Furnish and install 12" VCP sewer or approved equal with beddin in paved areas for the unit price of dollars per li al foot. $ S $ 5150 5 2,800 L.F. Furnish and install 10" VCP sewer or approved equal with bedding in paved areas for the unit price of dollars per in foot. $ 5.5- $ J5-9 QO o 6 10 L.F. Furnish and install 8" VCP sewer or approved equal with bedding in paved areas for the unit price of C ri-e - -Le-ze dollars per lineal foot. $ / 00 $ 00 r, 7 900 L.F. Furnish and install 10" ductile iron pipe sewer or approved equal with bedding Type I (City Std 804 in paved areas for the unit price of dollars per lineal foot. $ 20 $ 3 000 8 7 L.F. Furnish and install 8" ductile iron pipe sewer or approved equal with bedding Type I (City Std. 804) in paved areas for the unit price of 0.-fie_ c�y,�ir��' -- dollars per lineal foot. $ I C C $ 200 9 21 EA Furnish and install 48" internal diameter manhole for the unit price of,N.e)/i..„,(44041. 64t4e4_ dollars per each. $ O0 $34 0 0 6R , SCHEDULE OF WORK ITEMS (Con't.) MARBELLA GRAVITY SEWER Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) (In Figures) 10 33 EA Connect 4" diameter sewer lateral to 10" diameter sewer for the unit price of 0L--e-- 1/-- dollars per each. $ Co $4 D O 11 2 EA Construct connection to existin sewer manhole for the unit price of ) --t -- dollars per each. $ 6o 0 $ / d?O O 12 3 EA Rework existin manhole base for the unit price of .vv-e 9ii-Ci./ r -6_ — dollars per each. $ 500 $ // 500 13 2 EA Demolish existing manhole and backfill for the unit price of(4.4,--e4u,4.diu€- -"-------- dollars per each. $ 50 O $4 OD O 14 1,470 L.F. Grout abandoned sewer line for the unit price of ® - °= dollars per lineal foot. $ / $ / 7 70 15 2 EA Furnish and install modified 48" diameter manhole with flow diverter��ffo��th unit price of k ,/--i+ck`o'fl per each.. $ 2/, .5-0 C $ S 00 0 16 13,500 S.F. Cold plane 0.15' deep for the unit price of 9 D 4 dollars per square foot. $ 1 $ S 1`C'69 17 1,165 TON Replace asphalt concrete Type III C2 AR 4000 for the unit price of -,4 , - -12--'-e dollars er ton. $ .?5- $ 4,_,223__ 18 L.S. Temporary street striping for the lump sum price ofokr.21.-e uaa/dollars. $ S 0 0 19 21,700 S.F. Slurry Seal Type IIffr the unit price of_ ,,„ 4 - ti IIars per square foot. $ $___4_5=1-5_11_ 20 L.S. Permanent pavement markings for the lump sum o,.. : ' 4.-- 9 dollars. $_tOe' 21 L.S. 7-day street sweeping for the lump sum price of D dollars. $___4 000 7R SCHEDULE OF WORK ITEMS (Con't.) MARBELLA GRAVITY SEWER Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) (In Figures) 22 L.S. 14-day street sweeping for the lump sum price of D 0.2-11,0-t4-z-0--,-,L dollars. $ / 00 0 23 L.S. Traffic control for the lump sum price of_ wz . . - _ ,..,t4. L- dollars. $ t. -- 000 24 50 TONS Excavation and disposal of unsuitable material as directed by the Engineer for the unit price of dollars per ton (item can b deleted at discretion of Engineer). $ /.S $ 7-5-0 25 50 TONS Furnish and place additional bedding as directed by the Engineer for the unit price of , -Y---- dollars per ton (item can be deleted at discretion of Engineer). $ /.0 $ SD 0 26 460 C.Y. Remove structural section for the unit price of liars per cubic yard. $ a O $ �J ? 0 0 27 650 TONS Provide and place aggregate base for the �J' unit price of a-e--,-,- dollars per ton. $ f 0 $ 4' 5-0 O 28 1,385 TONS Provide and place asphalt concrete for the unit price of 0.2-4e.:1-4 - — -- "-dolTars per ton. $ 35 $ T S' Y75 r 29 23 EA Adjust CVWD valve boxes to grade for the unit price of O'-e p4 z, dollars per each. $ I t O $ 300 30 6 EA Adjust City manhole covers and frames to grade for the unit price of '-z-- 1— � dollars per each. $ .2 C) 0 $__O 0 0 31 86,000 S.F. Provide and install pavement reinforcing fabric for the unit price of 9 ` OZ/-n.- dollars per squ a foot. $ $ O O 8R SCHEDULE OF WORK ITEMS (Con't.) MARBELLA GRAVITY SEWER Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) (In Figures) 32 9,250 S.F. Cold plane 0.12' to zero for the unit price 0 00 ofa1i c 5 llars per square foot. $ t, $ 7A6' 33 428 S.F. Place slurry seal over existing A.C. dike for the unit price of 50 °O C dollars er square foot. $ $ �I 34 23 EA Reconstruct inductive loop detectors for the unit price of Zi z.€ - dollars per each. $ 3 50 $5 D D 35 5 L.F. Furnish and install 6" ductile iron pipe sewer or approved equal with bedding Type I (City Std 804) for the unit price of i dollars per lineal foot. $ / 6 $ SI U Total Bid Price (Enter here and on Page 3) c721 - � d? gAP-ei-e23 - ems $ 5 3 a 77 Words Figures • • 9R SCHEDULE OF WORK ITEMS MARBELLA GRAVITY SEWER Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) (In Figures) 1 L.S. Project survey for the lump sum price of_ dollars. $ 2 L.S. Reestablish centerline ties and monuments for the lump sum price of dollars. $ 3 4 Ea. Provide City notification signs for the unit price of dollars per each. $ $ 4 1,670 L.F. Furnish and install 12" VCP sewer or approved equal with bedding in paved areas for the unit price of dollars per lineal foot. $ $ 5 3,300 L.F. Furnish and install 10" VCP sewer or approved equal with bedding in paved areas for the unit price of dollars per lineal foot. $ $ 6 10 L.F. Furnish and install 8" VCP sewer or approved equal with bedding in paved areas for the unit price of dollars per lineal foot. $ $ 7 400 L.F. Furnish and install 10" ductile iron pipe sewer or approved equal with bedding in paved areas for the unit price of dollars per lineal foot. $ $ 8 7 L.F. Furnish and install 8" ductile iron pipe sewer or approved equal with bedding Type I (City Std. 804) in paved areas for the unit price of dollars per lineal foot. $ $ 9 21 EA Furnish and install 48" internal diameter manhole for the unit price of dollars per each. $ $ 6 SCHEDULE OF WORK ITEMS (Con't.) MARBELLA GRAVITY SEWER Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity l Written in Words) (In Figures) 10 33 EA Connect 4" diameter sewer lateral to 10" diameter sewer for the unit price of dollars per each. $ $ 11 2 EA Construct connection to existing sewer manhole for the unit price of dollars per each. $ $ 12 3 EA Rework existing manhole base for the unit price of dollars per each. $ $ 13 1 EA Demolish existing manhole and backfill for the unit price of dollars per each. $ $ 14 1,470 L.F. Grout abandoned sewer line for the unit price of dollars per lineal foot. $ $ 15 2 EA Furnish and install modified 48" diameter manhole with flow diverter for the unit price of dollars per each.. $ $ 16 13,500 S.F. Cold plane 0.15' deep for the unit price of dollars per square foot. $ $ 17 1,165 TON Replace asphalt concrete Type III C2 AR 4000 for the unit price of dollars per ton. $ $ 18 L.S. Temporary street striping for the lump sum price of dollars. $ 19 21,700 S.F. Slurry Seal Type II for the unit price of, dollars per square foot. $ $ 20 L.S. Permanent pavement markings for the lump sum of dollars. $ 21 L.S. 7-day street sweeping for the lump sum price of dollars. $ 7 • SCHEDULE OF WORK ITEMS (Con't.) MARBELLA GRAVITY SEWER Item Approximate Work Items With Unit Price Unit Price Total Amount Ouantity (Written in Words) (In Figures) 22 L.S. 14-day street sweeping for the lump sum price of dollars. $ 23 L.S. Traffic control for the lump sum price of_ dollars. $ 24 50 TONS Excavation and disposal of unsuitable material as directed by the Engineer for the unit price of dollars per ton (item can be deleted at discretion of Engineer). $ $ 25 50 TONS Furnish and place additional bedding as directed by the Engineer for the unit price of dollars per ton(item can be deleted at discretion of Engineer). $ $ 26 460 C.Y. Remove structural section for the unit price of dollars per cubic yard. $ $ 27 650 TONS Provide and place aggregate base for the unit price of dollars per ton. $ $ 28 1,385 TONS Provide and place asphalt concrete for the unit price of dollars per ton. $ $ 29 23 EA Adjust CVWD valve boxes to grade for the unit price of dollars per each. $ $ 30 6 EA Adjust City manhole covers and frames to grade for the unit price of dollars per each. $ $ 31 86,000 S.F. Provide and install pavement reinforcing fabric for the unit price of dollars per square foot. $ $ 8 SCHEDULE OF WORK ITEMS (Con't.) MARBELLA GRAVITY SEWER Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) (In Figures) 32 9,250 S.F. Cold plane 0.12' to zero for the unit price of dollars per square foot. $ $ 33 428 S.F. Place slurry seal over existing A.C. dike for the unit price of dollars per square foot. $ $ 34 23 EA Reconstruct inductive loop detectors for the unit price of dollars per each. $ $ 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 L 05 A 03 6, /es ) r A v. hi Ko vr`c , being first duly sworn deposes and says that he is Ppe5ldeht of /'efah 41- 1-ukot/i'ok Coyst'r"uct,'oH c0, .j. y c, , the party making the foregoing bid; that such bid is not made in the interest df 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: 51 SIGNATURE On this thea day of , 19 �7, before me, the undersigned, a Notary ublic in and for s id State, personally appeared Jpersonallyknown to me/proved to me on the , basis of satisfactory evidence, to be the person(s) whose name(s) ,-.14—) subscribed to the within instrument, and acknowledge that , - executed it. WITNESS my hand and official seal. 1 „ ,... ,. „< - Q DONNA ELLISON W r • Comm.#1061607 R : NOTARY PUBLIC•CALFORNA Los Angeles County JJ LL My Comm.Expires As*21 1999 " Notary Public in and for said State 10 DESIGNATION OF SUB-CONTRACTORS 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 License No. Address Phone & Classification R' c, n, 938/s 1. �� 3 y 775—a l°� c 9/i °y 07027Y-2783 2. jiti,z7L #3o3 6e — C -3.Z /1- ca 786�� (.7/) .2C -36// 3. C,d.Pdp s 6 y 3Sa -4 f , 7.15 a? &dal'4°9/ 4. O , tz e /504ei. /bo/ rf, 5. fA�l-4 # 'yz aa/ -c 0447e, ce 7Z( (21 y),25"y-o5yy 6. 7. 8. PETAR ARTUKOVICH CONSTRUCTION CO., INC BIDDER'S NAME AUTHORIZED SIGNATURE 11 INSTRUCTION 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, 1994 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. 12 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 may be 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. 13 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. If the bidder to whom the award is made fails to enter the contract as herein 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. 14 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%) 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. 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 411111.01 ed iirthe Notice to Procftt 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 San 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. 15 CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter 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. 1994 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 furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of Marbella Gravity Sewer 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 impractible and extremely difficult to fix the actual amount of damages, and loss 1 sustained by CITY, should CONTRACTOR fail to complete the work in the specified 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 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, copies 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. 2 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 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 3 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: DAVID SWERDLIN, MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Cheryl Johnson, City Clerk APPROVED AS TO FORM: John Shaw, City Attorney 4 ir, BID BOND I KNOW ALL MEN BY THESE PRESENTS, that we, Petar Artukovich Construction Co., Inc. as PRINCIPAL, and ULICO Casualty Company 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 $ ariNiafoh hetior payment whereof Principal and Surety bind 1 themselves, their heir,nezccu ors, administrators, successors, 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 May 5 , 19 97, for the construction of MArhPlla Gravity Sewer 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 latter 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 w , 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. IN WITNESS W EREOF, the above-bounden parties have executed this instrument under their several seals this 1st day of May , 19 97, the 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) Petar Artukovich Construction Co., Inc. PRI CIPAL - BY: k / c�� Title: )2e-a_e-e6,-n> ATTEST (If Corporation) • Corporate Seal ULICO Casualty Company URETY ATTEST BY: Title;C.K. Nakamura, Attorney In-Fact ITitle APPROV i AS TO FORM: John • ` aw, City - ttorney f _ I 1 . Tin ^ t. K s • ' ` .4 y .',411' A •*�T' -ik k.< r x fF4 . • • 4••Y t, •r ¢ y ., 3'k i n - !- 1,x1 •'Yk :"fy�`g • ""1 •. & ti • r' 4 '1 YZ t •`e• ' ;r'. - 4, • `..%10 4,, 3 ,*^ r 1;1# • 'Y Ord* >Fj, Y A -,lt' i.lL .. v'+•m,- a1.: ti" t.. 3 < ...• 4 a°'-�r yt 't Y n+ ■r• • i Jr1,Ay h 4 �a, = • ' 4. *.a` T„ �- ,,,1? yr•- - `� . l♦�. S r�. �ti fffG •.. .,�• •,"r ,gib 1 • .,-.a. �• �. . S ii' $- w i t t • ', : ; s' A l w J `� _ 'npw.. ,4. u •� .*.+., r.. r-T,v' X • s•••* ' i ' .. i t '14 • • . . • . R' � e + � � it � g- ., {�'•.r • '� •rMrr'x++ayf:,, � - ®'. o ' • x. y c k• +.„. ,s4 '•'a,• u h+: .ri; + ati 4 ya !t � / fir i ,J 4. { V .ry!"-': Pt - I ii 4:14•41,,, • s'' .171't v Air y;�} .. y' ;%t a .,.t fin i 7, .• ,J•.°�. k .% a 4Y'"°\µ` . °, - i 'a r ,..;' V+V� % N..• 5 rL • Y` "'II' t 't s •1 41 'C - t,« r• • 4 4 4.•a • * ".' �± .a. .„"r .. if 1:, ted. ','.-t. _.i •• ;i9`,its JY'.'t '•4. $.... ' �'°:.4 6•s.� ••,'„ • { • t 4 ./.- �~• f•.,��B Tl •a, f(F� 1F'•T it 'G' 'it. .t�.• .. _ ! .4. .,.4 • ..n 4 4. • •s ,, :c bii':C ..'R ,,.•.,111°W ,cam 4 ,ty •' ,t'' a� «• • ymuco ae• r,,4, .41 ,3 H ? s yt 7..i` yyy�p 2�� y =�'+r f•'i•x7f' 'S .e "' 1.ECSAgtf 46 a , 4• 'r • , ° `.'M 3 LA y' ' int �2�•i. - • } _ " • t ,F 4.-4t Y S .•.y5 1 r. , • • - 4e•-•;.. by Jt K _,"1,1,,,:',:.,,,, y 7r'Y1 •d1.•^ ' . .-4 . f ` r•� ts•. 8• m it J.ryr i �M 4. tC•6'� -` n * t'k 3,...,..-4 t,. ., .:444 yy , `l 4. ,�•. - l.t'f ( :4)n • . ; • - , ,v t>44 •, } y 'q• al `' �' �' x. Y •t, gf�'tgr 4,, rt" �-C. , ,.ti l f• ; R 1 s \•a. •'r '. 0 •�. P ' t • ". • r }'•fit' '} j�.. } CALIFORNIA ALL 'URPOSE CKI OW .EDG EM T State of California County of Los Angeles On May 1 , 1997 before me, Harriet Lambell, Notary Public, personally appeared C.K. Nakamura 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. WITNESS my hand and official seal. HARRIET LAME • Comrnlsslon#1093226 ► Notary Publlc 4-* —California Los Angolas County IWY Comm.Expires May 302000 • ULICO CASUALTY COMPANY 111 Massachusetts Avenue,N.W. Washington, DC 20001 ■ ■ ■ ■ ■ 107 POWER OF ATTORNEY Know All Men By These Presents: That Ulico Casualty Company,A Delaware Corporation,having its principal office in Washington, DC,pursuant to the following resolution,adopted by the Board of Directors of the Corporation effective on the 28th day of January, 1993: RESOLVED: "That the Chairman and Chief Executive Officer be,and hereby is,authorized to execute Powers-of-Attorney,qualifying the attorney named in the Powers-of-Attorney to execute on behalf of the Corporation contract bonds and other related surety bonds, and to attach thereto the corporate seal of the Corporation,in the transaction of its surety business." RESOLVED: "That the signatures and attestations of such officers and the seal of the Corporation may be affixed to any such Power-of-Attorney or to any certificate relating thereto by facsimile, and any such Power-of-Attorney or certificate bearing such facsimile signatures and facsimile seal shall be valid and binding upon the Corporation when so affixed with respect to any contract bond or other related surety bond to which it is attached." This Power of Attorney is signed and sealed in facsimile under and by the authority of the above Resolution. DOES HEREBY MAKE,CONSTITUTE AND APPOINT:C.K. Nakamura, E.S.Albrecht,Jr.,and C.G. Grasso of Rollins Hudig Hall of Southern California, Inc.of Los Angeles, in the State of California, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred in its name, place and stead to sign, execute,acknowledge and deliver in its behalf,and as its act and deed,without power of redelegation,as follows: Contract bonds and other related surety bonds: IN AN AMOUNT NOT TO EXCEED THREE MILLION($3,000,000.00) DOLLARS; to bind Ulico Casualty Company thereby as fully and to the same extent as if such bond was signed by the duly authorized officers of Ulico Casualty Company,and all the acts of said Attorney(s)-in-Fact pursuant to the authority herein given are hereby ratified and confirmed. In Witness Whereof, Ulico Casualty Company of Dover, Delaware, has caused this Power of Attorney to be signed by its Chairman and Chief Executive Officer and its Corporate seal to be affixed this 15th day of June, 1996. This Power of Attorney is void unless the seal is readable, the text is in black ink the signatures are in black ink this notice is in red inky and if attached to a document executed subsequent to January 1, 1999. Ulico Casualty Comp. •, V'OPPOq�^ � District of Columbia ss: SEAL 1, By: _ Are / .,•rt A.Georgine,Chairman an. c ief Executive Officer AW On this 15th day of June, 1996,before the subscriber,a Notary Public of the District of'olumbia,duly commissioned: . qualified,came Robert A.Georgine of Ulico Casualty Company to me personally known to be the individual and officer .escribed therein, and who e •• ted the preceding instrument, and acknowledged the execution of the same, and being by me duly sworn,deposed and sai.,that he is the officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the Corporate Seal of the Company,and the Corporate Seal and signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the Corporation,and that the resolution of the Company,referred to in the preceding instrument,is now in force. In Testimony Whereof,I have hereunto set my hand,and affixed my official seal at Washington,DC the day and year above written. NOTARY By: ,Ifi�7/ i i' /, /rotary Public I • .4Fce ea PUBLICS •i y Commiss.�• xpires: rotary f ubli I istrict of Columbia My Commission Expires March 31, 2401 CERTIFICATION I, Joseph A. Carabillo, Assistant Secretary of Ulico Casualty Company of Dover, Delaware, do hereby certify that the foregoing Resolution adopted by the Board of Directors of this Corporation and the Powers of Attorney issued pursuant thereto, are true and correct,and that both the Resolution and the Powers of Attorney are in full force and effect. In Witness Whereof,I have hereuntvet my hand and affixed the seal of the corporation this 1st day of May 199 A Ty O 40PPOg1 F'� A _ - SEAL By: /.eph A. arabillo,Assistant Secretary F(AW�P UCB-102-POA1 (09/94) a z, 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, successors, 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 , 19_, for 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 latter 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 , 19 , the 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 APPROV I AS TO FORM: 1 1 40 ' liJohn • Shaw, City • ttorney 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 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 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 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) 411 ,1 ,sA....,,.,j---- 3 s N R. SHAW, CITY ATTORNEY SURETY (NOTARIZATION AND SEAL) PB-2 Premium included 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 ($ ), 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 labor 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 Title 1, Division 5, 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 attorney's 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. 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. LM-1 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 • ` R. SHAW, - ' ATTORNEY LM-2 CITY OF SAN JUAN CAPISTRANO MARBELLA GRAVITY SEWER SPECIAL PROVISIONS WORK TO BE DONE The work to be done under this contract in general consists of the construction of approximately 1670 lineal feet of 12" diameter sanitary sewer main and 3,300 lineal feet of 10" diameter sanitary sewer and 10 lineal feet of 8" diameter sanitary sewer and associated manholes in Camino Capistrano, Forster Street, El Camino Real and El Horno Street in the City of San Juan Capistrano associated street reconstruction, slurry and striping. The work shall also include all other miscellaneous items and appurtenant work as contained in the contract documents. SECTION 1 - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction, 1994 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. SP-1 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 all just claims for such completion have been paid." 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 -fogyvy.gottice4 The Conor will Worm and be responsible for the accuracy of aunt adequate for construction. e 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. 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 (714) 493-1515 one week prior to need for service. All water facility construction shall conform to the "Standard Specifications," Capistrano Valley Water District, and "The Uniform Plumbing Code," 1982 Edition. SECTION 5 - INSURANCE AND OVERHEAD 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 1 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. SP-3 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 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 ade for a meeting between the Contractor, the Engineer, and involved utility representatives. (he 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 1. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than Storm Water are allowed only when necessary for performance and completion of construction practices and where they do not: cause or contribute to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments,fuels, oils, lubricants, and hydraulic, radiator or batter fluids; fertilizers, vehicle/equipment wash water and concrete wash water; concrete detergent or floatable wastes; wastes from any engine/equipment steam cleaning or chemical degreasing; and superchlorinated potable water line flushings. SP-4 During construction, disposal of such materials should occur in a specified and controlled temporary area on-site, physically separated from potential storm water run-off, with ultimate disposal in accordance with local, state and federal requirements. 2. Dewatering of contaminated groundwater, or discharging, contaminated soils via surface erosion is prohibited. Dewatering of non-contaminated groundwater requires a National Pollutant Discharge Elimination System Permit from the respective State Regional Water Quality Control Board. 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 "Corner 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. 'roject finalization, Notice of Completion and/or release of retention shall be contingent upon • •entation 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 SECTION 13 - HOURS OF WORK City Council Policy No. 505 requires that work within the following limits shall be performed dolow nighttime hours: Camino Capistrano from La Paloma to Forster Street Forster Street El Camino Real from Forster Street to Acjachema Street. For the purpose of this contract, nighttime hours shall be the, riod 10:00 p.m. to 6:00 a Work within the following limits shall be performed durinietime hours: El Camino Real from Acjachema Street tallial ,1- El Horno Street For the purpose of this contract, , subject to the limitations of slurry seal work detai ed under that I item. SECTION 14- SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY SEWERS All work shall conform to the Special Provisions for the Construction of Sanitary Sewers, City of San Juan Capistrano, hereinafter referred to as "City Sewer Special Provisions". A copy of this document is made a part hereof. Sewer bedding material B shall be 6" minimum thickness under the pipe, crushed stone, with the following grading (see Standard Specifications Section 306.1.2.1). % Passing Sieve Size 100% 1" 90% - 100% 3/4" 20% - 55% 3/8" 0% - 10% # 4 0% - 5% # 8 SECTION 15 - ALTERNATE PIPE MATERIALS The contract is advised that SDR35 PVC pipe is the only City-approved alternate material for use tf sewer line construction in lieu of extra strength vitrifie. pipe. The minimum requirements for PVC pipes shall be SDR35 conforming with AST I11-3034. All pipes shall conform to the requirements set forth in the standard specifications for the use intended. • o PVC pipe bedding, material B shall be used instead of bedding material A in the pipe zone, Appendix 4. SP-6 SECTION 16 - This project is determined to be within an archaeologically sensitive area. A certified archaeologist monitor acceptable to the City is required to be hired by the contractor and must be on site during all excavation activities. A final report must be prepared and submitted to the Engineer when monitoring requirements of the project are complete. The contractor shall allow for interference with construction that these observations normally cause. The contractor shall receive no direct compensation for this work and accordingly, these costs should be prorated to the appropriate bid items. A list of certified archaeologists can be obtained from Irene Marcote in he Engineering Division (714) 443-6352. SECTION 17 - Utility relocations necessary during this construction contract are shown on the plans. The various utilities have indicated that the following notifications and work schedules are necessary: Utility Facility Advance Notification Time for Utility Work SDG&E Vault-Adjust 15 Working Days 2 Working Days to Grade The contractor shall allow in his bid for all costs to accommodate this work into his construction schedule. The contractor shall receive no direct payment for this work. Accordingly, these costs should be prorated to the appropriate bid items. The contractor shall notify the utility in writing of the work required with copy of the letter to the City Project Manager. SP-7 JOB Submitted in Accordance with the Legend: PROGRESS SCHEDULE LIMITS Requirements of the special provisions % Complete PROJ. NO. by: Actual Progress SPEC. NO. Contractor Date Scheduled Progress START DATE .Accepted by Date BID WORKING DAYS ITEM % OF ] 0 20 30 40 50 60 70 80 90 100 NO. DESCRIPTION BID 1 , 4 { ♦ I 4 1 { CITY OF SAN JUAN CAPISTRANO MARBELLA GRAVITY SEWER DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 - PROJECT SURVEY The work for this item shall consist of project survey by a licensed engineer or surveyor and certification of construction to the required line and grade. The contractor shall ensure that the intent of the design will be met by checking existing construction elevations for compatibility with the proposed construction. Any discrepancies shall be reported to the engineer for review. PAYMENT The lump sum price for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 2 - REESTABLISH CENTERLINE TIES AND MONUMENTS The work for this item shall consist of the reestablishing of center control ties and monuments by a Registered Civil Engineer or licensed surveyor removed, disturbed or covered during the course of construction. PAYMENT The lump sum price for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 3 - CITY NOTIFICATION SIGNS One week prior to construction, the contractor shall provide and erect City notification signs, at locations shown on the plans or marked in the field and agreed by the engineer. The signs shall be removed within one week of completion of construction. The City will provide a black and white xerox copy of the City logo from which the contractor shall make a stencil(s)for making the signs. The stencil(s) shall become the property of the City. PAYMENT The price per each for this bid item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 4, 5 AND 6 - 12", 10" AND 8" VITRIFIED CLAY PIPE IN PAVED AREAS The workmanship and materials included in the work prescribed for Bid Item 4, 5 and 6 shall be in conformance with the provisions of the standard specifications and sewer special provisions. DS-1 The contractor shall furnish and place the 12", 10" and 8" V.C.P. sewer with bedding material per Section 14, Section 15 and Appendix 4 to the line and grades as shown on the plans or staked in the field. Excavation, including asphalt to 12" greater each side than the trench width, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill within the excavated trench, street reconstruction to the underside of pavement asphalt; potholing for existing utilities, plating, and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit price bid. Elevations of all connecting inverts shall be verified in the field prior to commencement of construction. The contractor shall excavate so that this can be accomplished. Protection of all existing utilities, and sewer lines, shall be the contractor's responsibility and included in the unit price bid. In order to minimize construction impacts, permanent street repaving and temporary striping is to be completed in 500-foot sections or less as the work progresses. The length of trench opened shall be only that amount in which pipe can be laid and backfilled with temporary AC in one work period. Streets shall be swept twice at a minimum during sewer construction. One sweeping shall be on Friday after work completion. Spoils shall be removed daily, no stockpiling on site will be allowed. PAYMENT The unit price per linear foot for the bid items 4, 5 and 6-12", 10" and 8" V.C.P. Sewer in paved areas shall include all labor, materials, tools and equipment for the placement of the 12, 10 and 8-inch V.C.P. Sewer and no additional compensation will be made therefor. BID ITEM 7, 8 AND 35-10", 8" AND 6" DUCTILE IRON PIPE IN PAVED AREAS The workmanship and materials included in the work prescribed for Bid Items 7, 8 and 35 shall be in conformance with the provisions of the Standard Specifications and City Sewer Special Provisions. The contractor shall furnish and place the 10", 8" and 6" ductile iron pipe sewer with bedding material per Section 14, Section 15 and Appendix 4 to the line and grades as shown on the plans or staked in the field. Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill within the excavated trench, street reconstruction to the underside of pavement asphalt; potholing for existing utilities, plating, and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit price bid. Elevations of all connecting inverts shall be verified in the field prior to commencement of construction. The contractor shall excavate so that this can be accomplished. Protection of all existing utilities and sewer lines shall be the contractor's responsibility and included in the unit price bid. DS-2R The contractor shall furnish and place the 12", 10" and 8" V.C.P. sewer with bedding material per Section 14, Section 15 and Appendix 4 to the line and grades as shown on the plans or staked in the field. Excavation, including asphalt to 12" greater each sidean the trench width, dewatering, bedding, temporary by-passes, trench shoring, compacted backwithin the excavated trench, street reconstruction to the underside of pavement asphalt; potholing for existing utilities, plating, and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit price bid. Elevations of all connecting inverts shall be verified in the field prior to commencement of construction. The contractor shall excavate so that this can be accomplished. Protection of all existing utilities, and sewer lines, shall be the contractor's responsibility and included in the unit price bid. In order to minimize construction impacts, completed in 400-foot sem x I s the work progresses. The length of trench opened shall be only that amount in which pipe can be laid and backfilled with temporary AC in one work period. Streets shall be swept twice at a minimum during sewer construction. One sweeping shall be on Friday after work completion. Spoils shall be removed daily, no stockpiling on site will be allowed. 4 PAYMENT The unit price per linear foot for the bid items 4, 5 and 6-12", 10" and 8" V.C.P. Sewer in paved areas shall include all labor, materials, tools and equipment for the placement of the 12, 10 and 8-inch V.C.P. Sewer and no additional compensation will be made therefor. BID ITEM 7 AND 8 - 10" AND 8" DUCTILE IRON PIPE IN PAVED AREAS The workmanship and materials included in the work prescribed for Bid Items 7 and 8 shall be in conformance with the provisions of the Standard Specifications and City Sewer Special Provisions. The contractor shall furnish and place the 10" and 8" ductile iron pipe sewer with bedding material per Section 14, Section 15 and Appendix 4 to the line and grades as shown on the plans or staked in the field. Excavation, dewatering,bedding, temporary by-passes, trench shoring, compacted backfill within the excavated trench, street reconstruction to the underside of pavement asphalt; potholing for existing utilities, plating, and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit price bid. Elevations of all connecting inverts shall be verified in the field prior to commencement of construction. The contractor shall excavate so that this can be accomplished. Protection of all existing utilities and sewer lines shall be the contractor's responsibility and included in the unit price bid. DS-2 In order to minimize construction impacts, permanent street repaving and temporary striping is to be completed in 500-foot sections or less as the work progresses. The length of trench opened shall be only that amount in which pipe can be laid and backfilled with temporary AC in one work period. Streets shall be swept twice a week at minimum during sewer construction. One sweeping shall be on Friday after work completion. Spoils shall be removed daily, no stockpiling on site will be allowed. PAYMENT The unit price per linear foot for the bid items 7 and 8-10" and 8" ductile iron pipe. Sewer in paved areas shall include all labor, materials,tools and equipment for the placement of the 10" and 8" D.I.P. sewer and no additional compensation will be made therefor. BID ITEM 9 - 48" SEWER MANHOLE The workmanship and materials included in the work prescribed for Bid Item 9 shall be in conformance with the provisions of the Standard Specifications and City Sewer Special Provisions and per Standard Drawing No. S-1. The contractor shall furnish and construct 48" sewer manholes to the lines and grades as shown on the plans or staked in the field. PAYMENT All excavation, dewatering, bedding, temporary by-passes, compacted backfill, street reconstruction, plating, shoring and removals of interfering portions of the existing sewer line and temporary by- passes shall be to the satisfaction of the Engineer and are included in the unit price bid and no additional compensation will be made therefor. BID ITEM 10 - CONNECT 4" DIA. SEWER LATERAL TO 10" SEWER The work for this item shall consist of furnishing and connecting the 4" diameter sewer lateral from the existing 6" diameter sewer to be abandoned to the new 10" diameter sewer. Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, potholing for existing utilities, plating and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit bid price. The contractor shall ensure that the laterals from the existing 6" diameter sewer are connected to the new 10" diameter seweraNieo taping the existing line prior to construction. The contractor shall provide a typed schedule by station of laterals connected to the new line and the length of new lateral at each location. The contractor shall allow 10 lineal feet of lateral including all necessary fittings per lateral connection and the removal of necessary existing lateral. DS-3R J V In order to minimize construction impacts, permanent street repaving and temporary striping is to be completed in 400-foot sections or less as the work progresses. The length of trench opened shall be only that amount in which pipe can be laid and backfilled with temporary AC in one work period. Streets shall be swept twice a week at minimum during sewer construction. One sweeping shall be on Friday after work completion. Spoils shall be removed daily, no stockpiling on site will be allowed. PAYMENT The unit price per linear foot for the bid items 7 and 8-10" and 8" ductile iron pipe. Sewer in paved areas shall include all labor, materials, tools and equipment for the placement of the 10" and 8" D.I.P. sewer and no additional compensation will be made therefor. OL The workmanship and materials included in the fork rescribed f Item 9 sh • ' conformance with the provisions of the Standard ions and • wad per Standard Drawing No. S-1. The contractor shall furnish and construct 48" sewer manholes to the lines and grades as shown on the plans or staked in the field. PAYMENT All excavation, dewatering, bedding, temporary by-passes, compacted backfill, street reconstruction, plating, shoring and removals of interfering portions of the existing sewer line and temporary by- passes shall be to the satisfaction of the Engineer and are included in the unit price bid and no additional compensation will be made therefor. BID ITEM 10 - CONNECT 4" DIA. SEWER LATERAL TO 10" SEWER The work for this item shall consist of furnishing and connecting the 4" diameter sewer lateral from the existing 6" diameter sewer to be abandoned to the new 10" diameter sewer. xcavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, stree reconstruction, potholing for existing utilities, plating and all other related items of work as prescribe in the Special Provisions for the City of San Juan Capistrano are included in the unit bid price. The contractor shall ensure that the laterals from the existing 6" diameter sewer are connected to the new 10" diameter sewer by video taping the existing line prior to construction. The contractor shall provide a typed schedule by station of laterals connected to the new line and the length of new lateral at each location. The contractor shall allow 10 lineal feet of lateral including all necessary fittings per lateral connection and the removal of necessary existing lateral. DS-3 4 PAYMENT The unit price per each for furnishing and connecting the 4" sewer lateral to the new 10" diameter sewer shall include all labor, materials, tools and equipment necessary for the work and no additional compensation will be made therefor. BID ITEMS 11 AND 12 -CONNECTION TO EXISTING SEWER MANHOLE AND REWORK EXISTING MANHOLE BASE The work for this bid item shall consist of connecting 10" and 12" new V.C.P. sewer to existing manholes and reworking the existing manhole bases to conform to new design per project plans. Workmanship and material shall conform to Section 306-6 of the Standard Specifications. Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, potholing for existing utilities, plating and all other items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit bid price. Elevations of all connecting inverts shall be verified in the field prior to commencement of construction. PAYMENT The unit price bid per each for connection to the manhole and reworking the manhole base shall include all labor, materials, tools and equipment necessary for the work, and no additional compensation will be made therefor. BID ITEM 13 - DEMOLISH EXISTING MANHOLE AND BACKFILL The work for this bid item shall include the demolishing and removing of the existing manhole, furnishing and placing suitable compacted backfill and replacing aggregate base and asphalt concrete. Excavation, bedding, temporary by-passes, compacted backfill within the excavate area, street reconstruction and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit price bid. PAYMENT The unit price per each for demolishing and removal of existing manholes, compacted backfill, street reconstruction, plating and removals, and plugging of interfering portions of existing sewer line. Workmanship and materials shall conform to Section 306-5 of the Standard Specifications and shall include all labor, materials, tools and equipment necessary for the work and no additional compensation will be made therefor. BID ITEM 14 - GROUT ABANDONED SEWER LINE Workmanship and materials included in the work prescribed for Bid Item 14 shall be in conformance with the provisions of the Standard Specifications and Sewer Special Provisions. DS-4R PAYMENT The unit price per each for furnishing and connecting the 4" sewer lateral to the new 10" diameter sewer shall include all labor, materials, tools and equipment necessary for the work and no additional compensation will be made therefor. BID ITEMS 11 AND 12 - CONNECTION TO EXISTING SEWER MANHOLE AND REWORK EXISTING MANHOLE BASE The work for this bid item shall consist of connecting 10" and 12" new V.C.P. sewer to existing manholes and reworking the existing manhole bases to conform to new design per project plans. Workmanship and material shall conform to Section 306-6 of the Standard Specifications. Excavation, dewatering, bedding, temporary by-passes, trench shoring, compacted backfill, street reconstruction, potholing for existing utilities, plating and all other items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit bid price. Elevations of all connecting inverts shall be verified in the field prior to commencement of construction. PAYMENT The unit price bid per each for connection to the manhole and reworking the manhole base shall include all labor, materials, tools and equipment necessary for the work, and no additional compensation will be made therefor. BID ITEM 13 - DEMOLISH EXISTING MANHOLE AND BACKFILL The work for this bid item shall include the demolishing and removing of the existing manhole, furnishing and placing suitable compacted backfill and replacing asphalt concrete. Excavation, bedding, temporary by-passes, compacted backfill within the excavate area, street reconstruction and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano are included in the unit price bid. PAYMENT The unit price per each for demolishing and removal of existing manholes, compacted backfill, street reconstruction, plating and removals, and plugging of interfering portions of existing sewer line. Workmanship and materials shall conform to Section 306-5 of the Standard Specifications and shall include all labor, materials, tools and equipment necessary for the work and no additional compensation will be made therefor. tBID ITEM 14 - GROUT ABANDONED SEWER LINE Workmanship and materials included in the work prescribed for Bid Item 14 shall be in conformal . with the provisions of the Standard Specifications and Sewer Special Provisions. DS-4 The contractor shall provide all material, labor, tools and equipment and all other related items of work as prescribed in the Special Provisions for the City of San Juan Capistrano. PAYMENT The unit price per lineal foot for Bid Item 14 shall include all labor, materials, tools and equipment for the grouting of abandoned sewer line, and no additional compensation will be made therefor. BID ITEM 15 - FURNISH AND INSTALL MODIFIED 48" DIAMETER MANHOLE WITH FLOW DIVERTER The work for this bid item shall include workmanship and materials in conformance with the provisions of the Standard Specifications and City Sewer Special Provisions and per Standard Drawing No. S-1 and Special Details per project plans. The contractor shall furnish and construct modified 48" sewer manhole to the lines and grades as shown on the plans or staked in the field. PAYMENT All excavation, dewatering, bedding, temporary by-passes, compacted backfill, street reconstruction, plating, shoring and removals of interfering portions of the existing sewer line and temporary by- passes shall be to the satisfaction of the engineer and are included in the unit bid price, and no additional compensation will be made therefor. BID ITEM 16 - COLD PLANE 0.15' DEEP / (, 71 / x f 3 7 3 o The work for this item shall consist of cold planing both sides of the sewer trench 0.15' deep as shown on the pavement replacement detail on sheet 2 of the project plans from Station 10+18 to Station "i X97. Measurement for this work shall be lane line-to-lane line tapproximately 12 feet) or 12 feet where there are no lane lines such as crossing Del Obispo Street minus the cut back trench width (trench width plus 12" plus 12" assumed to be 4 feet total). / ' .�Lf, 4,,. t f,�f S v, The workmanship, materials and equipment necessary to complete the work as required shall conform to Section 302-5.2 of the Standard Specifications. PAYMENT Payment for cold planing 0.15' deep shall be at the contract unit price bid per square foot, which shall be full compensation for furnishing all labor, materials, equipment, cleaning and incidentals necessary to cold plane the areas shown on the plan and as directed by the Engineer and no additional payment shall be made therefor. DS-5 • .. ,' BID ITEM 17 - REPLACE ASPHALT CONCRETE The work for this bid item shall include furnishing and placing of Type III C2 AR 4000 asphalt concrete as follows: STATION LENGTH WIDTH (FEET) DEPTH (FEET) (FEET) 10+00 to 10+18 18 4 Per existing 0.40' assumed 10+18 to 26+97 1679 4 Per existing 0.40' assumed 8 0.15' 26+97 to 35+00 803 Full street width varies Per existing 0.33' assumed 24 to 36 35+00 to 35+70 70 4 Per existing 0.33' assumed 49+50 to 64+37 1487 4 Per existing 0.33' assumed The workmanship and materials shall conform to Section 302-5 and 400-4 of the Standard Specifications and Orange County Standard No. 1805. PAYMENT The unit price bid per ton for asphalt concrete shall include all labor, materials, tools and equipment necessary to construct the work and no additional compensation shall be made therefor. BID ITEM 18 - TEMPORARY STRIPING The work for this bid item shall include single-coat restriping the streets in accordance with the plans and specifications in 500 foot sections or less as the work progresses along Camino Capistrano, Forster Street, El Camino Real, and El Horno Street before excavation for the next section begins. PAYMENT The lump sum price shall include all labor, tools and equipment necessary for striping the streets as specified, and no additional compensation will be made therefor. BID ITEM 19 - SLURRY SEAL, TYPE II The emulsion-aggregate slurry seal Type II shall comply with Sections 302-4, 203-5 of the Standard Specifications and is required on El Horno Street from El Camino Real to the I-5 crossing. t DS-6R f � BID ITEM 17 - REPLACE ASPHALT CONCRETE The work for this bid item shall include furnishing and placing of Type III C2 AR 4000 asphalt concrete as follows: STATION LENGTH WIDTH (FEET) DEPTH (FEET) (FEET) 10+00 to 10+18 18 4 Per existing 0.3 assumed `/ " 10+18 to 26+97 1679 ' to- '`' 4 Per existing 0.3 assumed h 4.6 8 0.15 'r ''t 26+97 to 35+00 803 Full street width varies Per existing 0.3 assumed 24to36 r1 - 35+00 to 35+70 70 4 Per existing 0.3 assumed rf 49+50 to 64+37 1487 4 Per existing 0.3 assumed y tole' The workmanship and materials shall conform to Section 302-5 and 400-4 of the Standard Specifications and Orange County Standard No. 1805. PAYMENT The unit price bid per ton for asphalt concrete shall include all labor, materials, tools and equipment necessary to construct the work and no additional compensation shall be made therefor. BID ITEM 18 - TEMPORARY STRIPING The work for this bid item shall include single-coat restriping the streets in accordance with the plans and specifications in 400 foot sections or less as the work progresses along Camino Capistrano, Forster Street, El Camino Real, and El Horno Street before excavation for the next section begins. PAYMENT The lump sum price shall include all labor, tools and equipment necessary for striping the streets as specified, and no additional compensation will be made therefor. BID ITEM 19 - SLURRY SEAL. TYPE II The emulsion-aggregate slurry seal Type II shall comply with Sections 302-4, 203-5 of the Standard Specifications and is required on El Horno Street from El Camino Real to the 1-5 crossing. DS-6 PAYMENT The unit price per square foot for slurry seal Type II shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in the furnishing and placing of the slurry seal complete in place, including cleaning the surface, removing thermoplastic pavement markings and RPM's, and protecting the slurry seal until it has set, and cleaning the surface after curing, all as shown on the plans, as specified in these specifications, and as directed by the Engineer, and no additional compensation shall be made therefor. BID ITEM 20 - PERMANENT PAVEMENT MARKINGS Within 24 hours following the street reconstruction or resurfacing, the Contractor shall provide the traffic striping shown on the plans complete with reflective pavement markings, parking stall T's on El Camino Real and blue reflective pavement markers at fire hydrant locations in accordance with the Standard Specifications for Public Works Construction and the requirements stated on the plans. The street shall not be left unstriped over any weekend period. The work shall include: 1. Camino Capistrano All lane lines on both sides of the proposed sewer. All pavement markings crossed by the proposed sewer and street works. Permanent pavement markings shall match the existing material either paint (two coats) or thermoplastic. 2. IT"-S .. El Camino Real. El Horno Street 11.40000Wittarkings shall be thermoplastic. PAYMENT The lump sum price for this item shall include all labor, materials, tools, equipment and incidentals to provide pavement markings as specified and no additional compensation shall be made therefor. BID ITEM 21 AND 22 - STREET SWEEPING The work for these items shall consist of sweeping and all slurried streets seven and fourteen days respectively after slurrying to remove all loose materials. PAYMENT The lump sum price for these items shall include all labor, materials, tools, equipment and incidentals to sweep and remove all loose material and no additional compensation shall be made therefor. DS-7R PAYMENT The unit price per square foot for slurry seal Type II shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in the furnishing and placing of the slurry seal complete in place, including cleaning the surface, removing thermoplastic pavement markings and RPM's, and protecting the slurry seal until it has set, and cleaning the surface after curing, all as shown on the plans, as specified in these specifications, and as directed by the Engineer, and no additional compensation shall be made therefor. BID ITEM 20 - PERMANENT PAVEMENT MARKINGS The work for this item shall consist of placing the permanent pavement markings after completion of the street work shown on the plans or as specified. The work shall include: 1. Camino Capistrano All lane lines on both sides of the proposed sewer. All pavement markings crossed by the proposed sewer and street works. Permanent pavement markings shall match the existing material either paint (two coats) or thermoplastic. 2. Forster Street, El Camino Real. El Horno Street These pavement markings shall be thermoplastic. PAYMENT The lump sum price for this item shall include all labor, materials, tools, equipment and incidentals to provide pavement markings as specified and no additional compensation shall be made therefor. BID ITEM 21 AND 22 - STREET SWEEPING The work for these items shall consist of sweeping and all slurried streets seven and fourteen days respectively after slurrying to remove all loose materials. PAYMENT The lump sum price for these items shall include all labor, materials, tools, equipment and incidentals to sweep and remove all loose material and no additional compensation shall be made therefor. DS-7 BID ITEM 23 - TRAFFIC CONTROL Sewer and Street Construction This bid item shall include all items necessary to provide traffic control on Camino Capistrano, Forster Street, El Camino Real and El Horno Street during construction operations. Prior to the initiation of construction work, the contractor shall submit to the Engineer, a traffic control plan prepared by a Registered Traffic Engineer that will ensure public and emergency vehicle access to all properties served by the above streets. Said plan shall include a phasing schedule which includes notification of property owners, tenants, and emergency service providers of alternate access routes in the project area. No construction shall proceed until the traffic control plan has been received and approved by the Engineer. Traffic control shall conform to the requirements of the Standard Specifications and as directed by the Engineer. The contractor shall at all times, provide safe and adequate access through the construction zone for both pedestrians and vehicles in accordance with the traffic control plan. Pedestrians shall not be diverted into a portion of the road used for vehicle traffic. Work shall be performed in only on half the roadway at one time. Construction operations limiting traffic to one direction at a time shall be limited to the hours of 10:00 p.m. to 6:00 a.m for nighttime construction and 8:30 a.m. to 3:30 p.m. for daytime construction. Outside these hours, parking shall be restored and traffic shall be restored to two-way travel by the use of plates or by backfilling and temporary asphalt. The contractor shall also post all streets 36 hours in advance of work with temporary "No parking-Tow Away" signs at 100-foot intervals. These signs shall also state the day of the week, hours of no parking and contractor's name. It shall be the responsibility of the contractor for 24 hours of the day, including weekends and holidays, to maintain all traffic control devices in accordance with the traffic control plan to protect the public during construction operations. Notification shall be provided to all property owners and tenants within the project area 72 hours prior to start of construction. The work shall also include providing and installing advance notification signs fourteen days prior to the start of construction, including those shown on the plans. Also, access points to Camino Capistrano, Forster Street, El Camino Real and El Homo shall be maintained at all times unless an alternate route, which shall be signed, can be provided. No parking signs shall state the day and time AM/PM to AM/PM. 4100.401- f Prior to two weeks before beginning an any slurry work, the contractor shall notify all residents, businesses and agencies by an approved written notice detailing streets and limits of work to be done, parking and access restrictions, and the day, date and hours of work, which shall be between 8:30 a.m. and 3:30 p.m. DS-8 Prior to 72 hours before beginning any work, the contractor shall again notify all residents, businesses and agencies by an approved written notice, detailing streets and limits of work to be done, parking and access restrictions and the day, date and hours of work, which shall be between 8:30 a.m. and 3:30 p.m. The contractor shall also post all streets 36 hours in advance of work with temporary "No parking-Tow Away" signs at 100-foot intervals. These signs shall also state the day of the week, hours of no parking and contractor's name. PAYMENT The lump sum price for this item shall include all labor, materials, tools, equipment and incidentals necessary for traffic control and no additional compensation shall be made therefor. BID ITEM 24 - UNSUITABLE MATERIAL The contractor shall inform the Engineer immediately if unsuitable material is encountered upon which the bedding material or pipe is to be placed. This unsuitable material should be removed to a depth ordered by the Engineer and replaced with bedding material suitably densified in accordance with Section 306-1.2.1 of the Standard Specifications. For this bid item, the unit price should reflect that any quantity from zero to 50 tons may be required and that no adjustment to the unit bid price will be made. PAYMENT The unit price bid for unsuitable material shall include all labor, materials, tools, equipment and dump fees necessary to complete the work as specified and no additional compensation shall be made therefor. This item can be deleted or reduced at the direction of the Engineer. BID ITEM 25 - ADDITIONAL BEDDING The work for this item shall include furnishing and placing additional bedding to replace unsuitable material excavated under Bid Item 22 to the requirements of Section 306-1.2.1 of the Standard Specifications. For this bid item, the unit price should reflect that any quantity from zero to 50 tons may be required and that no adjustment to the unit bid price will be made. PAYMENT The unit price bid for replacement of unsuitable material shall include all labor, materials, tools and equipment necessary to complete the work as specified and no additional compensation shall be made therefor. This item can be deleted or reduced at the direction of the Engineer. BID ITEM 26 - REMOVE EXISTING STRUCTURAL SECTION The work for this item shall consist of sawcutting, removing and disposing of the existing structural section as shown on the plans, or marked in the field and as directed by the Engineer + ",,., . `o Real from Ortega Highway to La Zanja Street. DS-9 The workmanship and materials necessary to complete the work as required shall conform to Section 300-2 of the Standard Specifications. PAYMENT The unit price per cubic yard for this item shall include all labor, materials, tools, equipment and incidentals to sawcut, remove and dispose of existing structural section of asphalt concrete, aggregate base and native material as marked in the field, and no additional compensation shall be made therefor. BID ITEM 27 - PROVIDE AND PLACE AGGREGATE BASE The work for this bid item shall include the furnishing and placing of aggregate base on El Camino wo�indicated on the plans and in the specifications from Ortega Highway to La Zanja Street. The anship and materials necessary to complete the work as required shall conform to Section 301- 2 of the Standard Specifications and Orange County Standard Plan 1804. PAYMENT The unit price bid per ton for aggregate base shall include all labor, materials, tools and equipment necessary to place the aggregate base material, and no additional compensation shall be made therefor. BID ITEM 28 - PROVIDE AND PLACE ASPHALT CONCRETE The work for this item shall include the furnishing and placing of asphalt concrete for trench work, structural section and overlay on El Camino Real, as indicated on the plans and in the specifications from Ortega Highway to La Zanja Street. The workmanship and materials necessary to complete the work required shall conform to Section 302-5 of the Standard Specifications and Orange County Standard Plan 1805. PAYMENT The unit price per ton of this item shall include all labor, materials, tools and equipment necessary to place the asphalt concrete section, and no additional compensation shall be made therefor. BID ITEM 29 - ADJUSTMENT OF VALVE BOXES TO GRADE The work for this bid item shall include setting all existing Capistrano Valley Water District (CVWD) water valve boxes to grade on El Camino Real from Ortega Highway to La Zanja Street, per Capistrano Valley Water District Standard Plan W13. It shall be the responsibility of the contractor to locate all valve boxes prior to doing any work and have them dimensioned from two known points. The District should be notified at least forty-eight hours before any work begins (493-1515). At the sole option of the District, this work may be deleted from the contract. Bid prices should reflect this eventuality and no adjustment to other bid prices will be made. DS-10 PAYMENT The unit price bid per each adjusting CVWD valve boxes to grade shall include all labor, materials, tools, and equipment, as well as traffic control and no additional compensation will be made therefor. BID ITEM 30 - ADJUSTMENT OF CITY MANHOLE FRAMES AND COVER SETS TO GRADE The work for this bid item shall include setting all existing sewer and storm drain, manhole frames and cover sets to grade on El Camino Real from Ortega Highway to La Zanja Street. It shall be the responsibility of the contractor to locate all manholes prior to doing any work and have them dimensioned from two known points. PAYMENT The unit price bid per each for adjusting manhole frames and cover sets to grade shall include all labor, materials, tools and equipment, as well as traffic control and no additional compensation will be made therefor. BID ITEM 31 - PAVEMENT REINFORCING FABRIC Pavement reinforcing fabric shall conform to Section 213-1 of the Standard Specifications and these Special Provisions on El Camino Real from Ortega Highway to La Zanja Street. Pavement reinforcing fabric shall be placed on existing pavement to be surfaced or between layers of asphalt concrete when such work is shown on the plans, or specified in the Special Provisions or ordered by the Engineer. Before placing the pavement reinforcing fabric, a binder of paving asphalt shall be applied to the surface to receive the pavement reinforcing fabric at an approximate rate of 0.25 gallon per square yard of surface covered. The exact rate will be determined by the Engineer. The binder shall be applied to a width equal to the width of the fabric mat plus three inches on each side. The fabric shall be stretched, aligned and placed with no wrinkles that lap. The test for lapping shall be made by gathering together the fabric or more, the fabric shall be cut to remove the wrinkle, then lapped in the direction of paving. Lap in excess of 2 inches shall be removed. Pavement reinforcing fabric shall not be placed in areas of conform tapers where the thickness of overlaying asphalt concrete is 0.08 foot or less. If manual laydown methods are used, the fabric shall be unrolled, stretched, aligned and placed in increments of approximately 30 feet. Adjacent borders of the fabric shall be lapped 2 to 4 inches. The preceding roll shall lap 2 to 4 inches over the following roll in the direction of paving at ends of roll or at any break. At fabric overlays, both the tack coat and the fabric shall overlap the previously placed fabric by the same amount. DS-11 Seating of the fabric with rolling equipment after placing will be permitted. Turning of the paving machine and other vehicles shall be gradual and kept to a minimum to avoid damage. A small quantity of asphalt concrete, to be determined by the Engineer, may be spread over the fabric immediately in advance of placing asphalt concrete surfacing in order to prevent fabric from being picked up by construction equipment. Public traffic shall not be allowed on the bare reinforcing fabric, except that public cross traffic shall be allowed to cross the fabric under traffic control, after the contractor has placed a small quantity of asphalt concrete over the fabric. Care shall be taken to avoid tracking binder material onto the pavement reinforcing fabric or distorting the fabric during seating of the fabric with rolling equipment. If necessary, exposed binder material shall be covered lightly with sand. Engineering fabrics shall be placed in accordance with the various sections of these specifications requiring the use of an engineering fabric or as specified in the Special Provisions. A Certificate of Compliance for each kind of engineering fabric used on the project shall be furnished to the Engineer. Engineering fabrics shall be furnished to the Engineer in protective covers capable of protecting the fabric from ultraviolet rays, abrasion and water. Pavement reinforcing fabric shall be manufactured from polyester, polypropylene, or polopropylene- nylon material. The fabric shall be non-woven and shall conform to the following: Weight, 3.0 to 8.0 ounces per square yard ASTM Designation: D 1910 Grab tensile strength (1-inch grip), 90 pounds min. ASTM Designation: D1117 Elongation at break, 40 percent, min. ASTM Designation: D 1117 Fabric thickness, 12 to 100 mils ASTM Designation D 461 PAYMENT Pavement reinforcing fabric will be measured by the square foot by dimensional limits shown on the plans or staked in the field. There shall be no allowance for overlaps in the measurement. Unless otherwise specified, payment shall be made by the unit price per square yard, which shall include full compensation for testing, furnishing, delivering, and placing pavement reinforcing fabric complete in place. The cost shall include all labor, equipment and tools required to complete the work and no additional compensation shall be made therefor. DS-12 BID ITEM 32 - COLD PLANE 0.12' TO ZERO The work for this item will consist of cold planing the pavement 0.12' deep to zero where shown on the plans and as directed by the Engineer on El Camino Real from Ortega Highway to La Zanja Street. The workmanship, materials and equipment necessary to complete the work as required shall conform to Section 302-5.2 of the Standard Specifications. PAYMENT Payment for cold planing shall be at the contract unit price bid per square foot which shall be full compensation for furnishing all labor,materials, equipment, cleaning and incidentals necessary to cold plane the areas shown on the plans and as directed by the Engineer and no additional payment shall be made therefor. BID ITEM 33 - PLACE SLURRY SEAL The work for this item will consist of providing and • :,, �� ` sea to etdstin,gA.C. dike to ,. obliterate existing striping. All work shall be performed in accordance with Section 302-4 of the Standard Specifications for Public Works Construction. PAYMENT Payment for placing slurry seal shall be at the contract unit price bid per square foot which shall be full compensation for furnishing all labor, materials, equipment, tools, and incidentals and no additional compensation shall be made therefor. BID ITEM 34 - INDUCTIVE LOOP DETECTORS The work for this item shall include the construction of the inductive loop detectors shown on the plans in accordance •.86 of the Standard Specifications, State of California Department of Transportation, January ': ition. PAYMENT The unit price bid for constructing inductive loop detectors shall include all labor, materials, tools and equipment and no additional compensation shall be made therefor. DS-13 SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY SEWERS CITY OF SAN JUAN CAPISTRANO SAN JUAN CAPISTRANO, CALIFORNIA ADOPTED BY RESOLUTION NO. 78-2-15-3 ON FEBRUARY 15, 1978, BY THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFC RNIA . RESOLUTION NO. 78-2-15-3 PUBLIC WORKS CONSTRUCTION STANDARDS •MODIFICATION • A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, MODIFYING THE PUBLIC WORKS CONSTRUCTION STANDARDS BY • ESTABLISHING SPECIAL PROVISIONS FOR SANITARY SEWER CONSTRUCTION IN ACCORDANCE WITH THE PROVISIONS OF ORDINANCE NO. 349; STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHEREAS, the City Council has adopted Ordinance No. 349, Standard Specifications for Public Works Construction; Section 2 of said Ordinance permitting the modification or amendment to the approved Public Works Construction Standards; and, WHEREAS, the City Engineer has established that the Special Provisions for the Construction of Sanitary Sewers are comparable to existing construction methods throughout the County of Orange. Three (3) copies have been and now are filed in the office of the City Clerk for examination. NOW, THEREFORE, BE IT RESOLVED that the effective date of this Resolution shall be March 2, 1978. PASSED APPROVED AND ADOPTED this 15th day of February , 1978 , by the following vote, to wit: AYES: Councilmen McDowell, Friess, Nash and Mayor Heckscher NOES: None • ABSENT: Councilman Sweeney YVO 0. HECKSCHER, MAYOR ATTEST: , (C CITY CLF�RK • t STATE OF CALIFORNIA COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN dANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. 78-2-15-3 , adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 15th day of February , 1978 . (SEAL) MARY ANNL /-C +..�..GG,'/H-� ANOVER, CITY CLERK v/ • -1- TABLE OF CONTENTS SECTION I : EXECUTION OF WORK PAGE I-01 TRENCH EXCAVATION AND BACKFILLING 1 I-02 PROTECTION OF EXISTING UTILITIES 3 I-03 PIPE LAYING 4 I-04 MANHOLES 6 I-05 CONNECTION TO EXISTING MANHOLES . . . . . . . . . 7 I-06 HOUSE CONNECTIONS 7 I-07 SEPARATE WYES AND TEES 7 I-08 TESTS FOR LEAKAGE 8 LIST OF STANDARD DRAWINGS . 10 THE CONSTRUCTION OF SANITARY SEWERS SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1976 EDITION, AND THESE SPECIAL PROVISIONS. A COPY OF EACH SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES . SECTION I EXECUTION OF WORK I-01 TRENCH EXCAVATION AND BACKFILLING: A . Excavation: Excavation for trenches shall include the re- moval of all material of any nature for the installation of the pipes or structure and shall include the construc- tion of trench shoring and timbering and all necessary installations for dewatering as required . The Contractor shall familiarize himself with, and shall conform to the regulations of the "General Construction Safety Orders" and "Trench Construction Safety Orders" of the State of California, Department of Industrial Relations , Division of Industrial Safety. Whenever the trench excavation is made in undisturbed ground and_ the earth is of a stable, well-consolidated material , tunnels connecting open trenches may be con- structed provided the roof of the tunnel slopes at a mini- mum of one (1) foot vertical to three (3) feet horizontal and a minimum clear space of two (2) feet is allowed above the top of the pipe. Bell holes shall be excavated in the bottom of the trench, when required , of sufficient size and depth to permit con- structing the joints . Between bell holes , the entire length of the pipe shall have a. uniform bearing upon undis- turbed soil . Excavations for manholes shall be of sufficient width to leave at least six (6) inches in the clear between their outer surface and the embankment or timbering which may be used . B. Minimum Width of Trench: The minimum width of pipe trenches , measured at the crown of the pipe, shall not be less than twelve (12) inches greater than the exterior diameter of the pipe, exclusive: of bells , and the minimum base width of such trench shall not be less than twelve (12) inches greater than the exterior diameter of the pipe exclusive of special structures or connections , and such minimum width shall be exclusive of all trench timbers . C. Maximum Length of Open Trench: Except by special permission by the Engineer, the trench shall not be open for a total of more than 500 feet at any given time for the total project . D. Maximum Width of Trench: The maximum allowable width of trench for all pipelines measured at the top of the pipe shall be the outside diameter of the pipe (exclusive of bells or collars) plus sixteen (16) inches , and such maxi- mum shall be inclusive of all timbers . A trench wider than the outside diameter plus sixteen (16) inches may be used without special bedding if the Contractor, at his expense , will furnish pipe of the required strength to carry the additional trench load . Such modifications shall be submitted to the Engineer and approved in writing . Whenever such maximum allowable width of trench is exceeded for any reason except as provided for in the plans or specifications , or by the written direction of the Engineer, the Engineer may require , at his discretion, that the Con- tractor, at his expense for all labor and materials , cradle the pipe in Class 420-C-2000 concrete . E. Backfilling Excess Trench Depth: If any trench, through the neglect of the Contractor, be excavated below the bottom grade as required by the profiles , it shall be refilled to grade, at the Contractor 's expense for all labor and material , with clean sand or sand and gravel well tamped in place . F. Bracing Trenches : The sides of the trenches shall be sup- ported with planK sheeting and bracing, and all tunnels shall be timbered wherever the ground will not stand un- supported . In all cases the sheet piling or timbering shall be redrawn as the work progresses , in such manner as to prevent as much as possible the caving inward of the sides of the trench. All excavations shall be done in accordance with all laws and ordinances of the County or State as they may apply. G. Crushed Rock Bedding : Where ground water is encountered or the native material does not afford a sufficiently solid foundation for pipe sub-grade as specified above , the Contractor shall excavate to such depth below sub- grade as the Engineer decides is necessary and shall con- struct a stable base by placing crushed rock bedding upon which sub-grade can be prepared . Crushed rock for bedding shall be two-inch (2") maximum size . H. Pipe Zone Backfilling : The pipe zone shall be considered to extend from the grade line to a minimum of twelve (12) inches above the top of the pipe . In the pipe zone , the backfill material shall consist of sand or select - backfill material . Placing of the backfill material in the pipe zone shall be as determined by the Engineer . Particular attention is to be given to the underside of the pipe and fittings in order to provide a firm support along the full length of the pipe . -2- I . Pipe Zone to Top of Trench Backfilling : From the top of the selected backfill to the top of the trench, the material for backfill shall be free from stones or lumps of material exceeding three (3) inches in greatest dimension. This backfill material shall be compacted to a minimum relative density of ninety (90) percent of maximum. This compaction shall be obtained by means of water settlement or tamping, depending on the nature of the material . Sandy, granular soils may be compacted by means of water settlement . The area to be backfilled by water settlement shall be diked at suitable intervals so that water will be impounded to sufficient depth so that earth pushed or shoveled into the area will be falling into water at all times and will be completely saturated . Soils not having a sand or granu- lar nature shall be backfilled and compacted by either of the following methods : 1 . The material shall be placed in layers not exceeding eight (8) inches in thickness , loose measurement , and each layer compacted to a relative density of ninety (90) percent or more , of maximum by means of hand or pneumatic tampers . 2. The material shall be placed in layers measuring at least four (4) feet in thickness ; loose measurement , and each layer compacted to a relative density of ninety (90) percent or more . On steep slopes and other locations where compaction by flooding is not practicable , the backfill shall be compacted by means of either of the above tamping methods . Backfill material placed within twelve (12) inches or less of base of pavement, sidewalk, curb, or concrete structure , shall have an expansion, when saturated with water, of less than one and one-half (1-1/2) percent , and a minimum compacted density of ninety (90) percent of maximum . Any excavated material which does not con- form to these specifications shall not be used for this portion of the backfill and new material conforming to these requirements shall be obtained and placed at the Contractor 's expense . • I-02 PROTECTION OF EXISTING UTILITIES: A . General : Utilities for the purposes of these specifica- tions shall be considered as including but not limited to : Pipelines , conduits , transmission lines , and appurtenances of "Public Utilities" (as defined in the Public Utilities Act of the State of California) and those of private indus- try, businesses , or individuals solely for their own use or for use of their tenants ; and storm drainage , sanitary sewers , street lighting, and traffic signal systems . The -3- accuracy or completeness of the utilities indicated on the drawings is not guaranteed . Service connections to ad- jacent property may or may not be shown on the drawings . It shall be the responsibility of the Contractor to deter- mine the exact location of all utilities and their service connections . The Contractor shall make his own investi- gations as to the location and type of existing utilities and their appurtenances and service connections which may be affected by the contract work and shall notify the Engineer as to any utility located by him which has been incorrectly shown or omitted from the drawings . B. Responsibility of the Contractor: The Contractor shall be held responsible for all costs , for the repair of any and all damage to the contract work or to any utility (whether previously known or disclosed during the work) , as may be caused by his operations . Utilities not shown on the draw- ings to be relocated or altered by others , shall be main- tained in place by the Contractor. At the completion of the contract work, the Contractor shall leave all utilities and appurtenances in a condition satisfactory to the owners and the City. I-03 PIPE LAYING: After the trench for the pipe has been excavated to the proper line and grade in the manner before specified, the pipe shall be laid therein in the following manner : Before lowering, and while suspended or standing vertically at trench side , the pipe shall be inspected for defects and rung with a light hammer or other metal object to detect cracks . Any defective , damaged , or unsound pipe shall, be rejected . Before any pipe is lowered into place, the trench bottom shall be prepared so that each length of pipe shall have a firm and uniform bearing over the entire length of the barred.. All adjustments in line and grade shall be made by scraping away_ or filling and tamping in under the barrel of the pipe and not wedging or blocking. The faces of all spigot ends and all shoulders in the hubs or sockets must be true and brought into firm contact , and any lumps and excrescences on said faces shall be cut away before the pipe is lowered into the trench. The pipe shall be laid , without break, upgrade from structure to structure and with the socket upgrade . Whenever the work ceases for any reason, the unfinished end of the pipeline shall be securely closed with tight fitting plug or cover . The interior of each pipe, after being laid , shall be thoroughly cleaned . A . Jointing Vitrified Clay Pipe: Mechanical compression joints for vitrified clay pipelines shall be assembled in accordance with the manufacturer' s recommendation . Care shall be taken to insure that a tight compression joint is effected upon assembly . -4- B. Jointing Cast-Iron Pipe : 1 . Lead Joints : The spigot end of the pipe shall be inserted for the full length of the socket in such a manner that the inside surface of the pipe shall be flush and even. For leaded joints a gasket of oakum shall be driven tightly into the joint from the outside using a caulking iron, leaving a depth of at least 2-1/2 inches of the annular space clear to receive the lead . The oakum shall be so placed that a gasket of uniform thickness is obtained . It shall be driven back solidly so that there are no loose ends protruding . A suitable runner mudded with clay shall then be placed around the pipe and the ends of the runner shall be clamped , leaving an opening at the top of the pipe slightly off center and sufficiently large to allow the lead to be poured . The lead shall be heated to a temperature such that when stirred it will show a rapid change in color. Scum shall be removed before pouring . Lead shall be poured at a good speed to fill the joint completely in one continuous operation. The runner shall not be removed until the lead has solidified . After -the runner has been removed , the lead shall be thoroughly caulked in such a manner as to secure a watertight joint without overstraining the cast iron bell . The face of the completed joint shall be flush with the face of the bell . Spongy or imperfectly filled joints shall be burned out and repoured . 2. Mechanical Joints : Joints shall be in accordance with AWWA C-111-64 , When tightening bolts the gland is to be brought up toward the pipe flange evenly, maintain- ing approximately the same distance between the gland and the face of the flange at all points around the socket to provide an effective joint seal . 3. Neoprene-Ring Joints : Between lengths of cast iron pipe, neoprene gasket joints can be used. Joints shall be "Tyton" as manufactured by the United States Pipe and Foundry Company or approved equal . Installation shall be in accordance with the Manufacturer' s recom- mendations . Gasket seats and neoprene gaskets shall be thoroughly cleaned before assembly. The completed joint shall have a uniform contact by the gasket between the outer surface of the spigot and the gasket seat of the bell. C. Horizontal Separation : See Standard Drawing S-5. D. Vertical Separation: Whenever a sanitary sewer, including house laterals , must cross a pressure water main, the sewer shall be of one of the following types of construction: -5- Class 150 or heavier cast-iron pipe with hot-dip bituminous coating and with lead or mechanical joints . Vitrified clay pipe with reinforced concrete encasement , which encasement shall have a minimum thickness of 6 inches . Vitrified clay pipe within a continuous steel casing, which casing shall have a thickness of not less than 1/4 inch and with all voids between sewer pipe and casing pressure grouted with sand-cement grout . If the sewer is above the water main, the special construc- tion shall extend a sufficient distance on both sides of the crossing to provide 10 feet of horizontal clearance with the water main. If the sewer is located below the water main and within a vertical distance of 3 feet clear- ance distance , the special construction shall extend a suf- ficient distance on both sides of the crossing to provide 4 feet of horizontal clearance with the water main. These construction requirements shall not apply to those house laterals that cross below a pressure water main. E. Siphon Criteria : Siphons are unacceptable to the City unless extremely unusual circumstances prevail . I-04 MANHOLES : Manholes shall be constructed of precast reinforced concrete sections . The bottoms of all such structures are to be formed of concrete of the full thickness shown on the plans and the concrete shall be propor- tioned as herein before specified . The inside bottom of the manholes shall rise above the footing a distance equal to the diameter of the largest pipe entering or leaving the manhole, and the flow-through channel shall conform to the inverts of the sewer pipes . The surface of the channel shall be troweled to a smooth and even surface . Man- hole steps shall be uniformly spaced at a maximum of 16 inches with the top step placed just under the manhole frame . The lowest step shall be placed not more than 24 inches above the shelf . The top step shall project 3 inches inside the manhole and all others 5 inches . The tops of all manholes located in paved areas shall be set flush with final paving grade. The tops of manholes located in improved but unpaved areas shall be set to be even with finished grade . Tops of manholes and cleanouts located in unimproved areas shall be set to prevent the entry of surface water as directed by the Engineer . Precast manhole sections shall be •laid concentrically to provide a smooth interior manhole surface . Joints shall be completely filled with mortar to provide watertight seals . -6- I-05 CONNECTION TO EXISTING MANHOLES: In the locations as shown on the drawings the Contractor shall break into existing manholes structures and install the new inlet lines as specified . New flow-through channels shall be constructed in each manhole base to accommodate the new sewer lines . Smooth transitions shall be installed from the inverts of the newly installed pipes to the exis- ting manhole outlets. Openings in the sides of the manholes shall be sufficient to permit the inserting of the sewer pipes and the forming of 5-sack grout around the newly installed pipes . Other details shall be in accor- dance with the Standard Drawings . I-06 HOUSE CONNECTIONS: The term "house connection" as used in these specifications or on the plans is used to designate a lateral sewer, laid from a main sewer to a point at the property line , or other location, as shown on the plans , from which sewer service can be obtained by proper extension. The house connection shall be constructed on an unyielding foundation, with joints closely and accurately fitted , true to line, and on a straight grade from the bend joining the main sewer to their upper ends , unless otherwise indicated on the plans . House connections shall not be laid on a slope greater than 45 degrees from a horizon- tal line unless required or approved by the Engineer. Wyes for house connections shall be installed as specified below. The house connec- tions sewer lines shall be jointed to Y branches by eighth bends . All eighth bends are a part of the house connection sewer line . The top of pipe of the upper end of each house connection shall be built to a depth of 5 feet below the surface of the ground , except where different depths are indicated on the plans . Where a house connec- tion sewer is to be connected with a chimney, all bends leading away from the Y branch are a part of said house connection sewer line . All house connections shall be installed with a suitable stopper of the size of the connection. House connections shall be properly field marked by means of an "S" on the top of the curb or by other means , approved by the Engineer, where necessary. I-07 SEPARATE WYES AND TEES: Commercially manufactured wyes and tees shall be installed where indicated on the plans and/or at such other locations required by the Engineer. Where conditions are such that the connecting pipe cannot be adequately supported on undisturbed earth or tamped back- fill , the pipe shall be encased in concrete or supported on a concrete cradle as directed by the Engineer. Concrete required shall be in- stalled at the Contractor ' s expense . All wye and tee branches not to be joined to house connections shall be installed with a suitable stopper of the size of the wye or tee branch. The Y branches , unless -7- otherwise specified , will be inclined upward at an angle not greater than 45 degrees from a horizontal line . If so shown on the plans , T branches shall be substituted for Y branches . No Y or T branch shall be placed closer than 5 feet to the centerline of any manhole or clean- out . The use of double wyes will not be permitted except as specified or required for chimneys . I-08 TESTS FOR LEAKAGE : Tests for pipeline leakage shall be in accordance with the following specifications : A . Leakage Due to Internal Pressure : In sections of line where significant ground water is not present above the average pipe invert , the Engineer shall inspect all pipe- line joints after completion of final pipe jointing . Based on this inspection the Engineer shall decide whether water pressure tests or air pressure tests shall be conduc- ted and shall stipulate the pipeline sections to be tested in all sewer lines . If required , water pressure tests shall be conducted as follows : The pipeline between manholes in the sections to be tested shall be filled with water and the ends of the line plugged with a plumbers plug. Sufficient time shall be permitted to elapse between the filling and the testing of the line to permit absorption of water by the pipe walls . The man- hole shall be filled to a level not less than four feet above the level of the sewer in the upper manhole . One gallon of water shall be added and the time required for the water level to return to the mark shall be measured . The time so measured shall not be less than that computed by the following formula : Minimum Time (minutes) = 7,063 Diameter (inches) x Test Length (feet) If the leakage is greater than allowed , the pipe shall be overhauled by the Contractor at his expense until the joints shall hold satisfactorily under this test . B. Leakage Due to Infiltration: If , in the construction of a section of the sewer of any size , excessive ground water is encountered , the test for leakage, described in Section "A" above, shall not be used , but instead a test for infiltra- tion shall be conducted for each section of the work if ordered by the Engineer. The end of the sewer at the upper structure shall be closed sufficiently to prevent the entrance of water ; pumping of ground water shall be discontinued for at least three days and the section shall be tested for in- filtration. The infiltration shall not exceed 1 , 000 gallons per diameter inch per mile per, day of main line sewer being tested and does not include the length of house connections entering that section . Where any infiltration in excess of -8- this amount is discovered before completion and acceptance of the sewer , the sewer shall be overhauled by the Con- tractor at his expense and the amount of infiltration re- duced to a quantity within the specified amount before the sewer is accepted . Should , however, the infiltration be less than the specified amount , the Contractor shall stop any individual leaks that may be observed , when ordered to do so by the Engineer. C. Leakage Measured Using the Air Pressure Method : The Con- tractor shall plug the ends of the sewer lines being tested with plugs and brace the ends of the pipe where needed . It is recommended that the Contractor make an initial air test of the sewer main after installation and backfill and consolidation of the trench, and prior to installation of the house laterals . Such preliminary tests shall not con- stitute the final test.. The final leakage test shall be conducted in the following manner, and shall include the sewer main and laterals as a unit : The line shall be supplied with air until 3-1/2 pounds per square inch guage ( psig) pressure has been reached, at which time the flow to the pipe shall be shut off . The Inspector will then accurately determine the time loss of 1/2 psig pressure , to 3 psig pressure . The input air pres- sure shall not exceed 5 psig and shall be regulated by a suitable regulator valve . The air test equipment is to be approved by the Engineer. The pressure loss of 1/2 psig pressure shall not occur in a time period of less than 1 minute . If the time loss is less than 1 minute , the Contractor shall make such repairs as are necessary to the satisfaction of the Engineer to eliminate the excessive leakage. • -9- GEOTECHNICAL INVESTIGATION MARBELLA GRAVITY SEWER LINE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA FOR ADAMS * STREETER W.O. 3173-A1-0C JANUARY 14, 1997 e Geotechnical • Geologic • Environmental g e tal 1446 E.Chestnut Ave. • Santa Ana, California 92701 • (714) 647-0277 • FAX (714) 647-0745 January 14, 1997 W.O. 3173-A1-0C Adams * Streeter 15 Corporate Park Irvine, California 92641 Attention: Mr. James Ko Subject: Geotechnical Investigation for Marbella Gravity Sewer Line, City of San Juan Capistrano, California Gentlemen: This report summarizes the result of the geotechnical engineering investigation performed by GeoSoils, Inc. (GSI) for the Marbella Gravity Sewer Line. PROJECT LOCATION AND DESCRIPTION The project would consist of construction of a 10-inch and 12-inch sewer line with associated manholes and laterals along El Horno Street, southward along El Camino Real and Camino Capistrano, to Avenida La Paloma. The approximate site location is shown on the Site Location Map, Figure 1. PURPOSE AND PE The purpose of this investigation was to provide geotechnical engineering conclusions and recommendations to be utilized in the design and construction of the planned sewer line. J >< $ 'JSSIQY iii ` �`�ac°i}° sxo� ``\ \ prI • ° _1` a e�,5`�0. I �-i �60L�EriR '�`,i N‘-, "' '^ivt•.r•,.' ! • % .-�,. A •t 3 i # 'ti, ' sswam- - , . ..� f; .1,u i4 wiz f!, 35 $FA RD Z t, 9.C. .-t,- niAS't Q'+00 ��6 6 AMA PAR A n ) A, .•t''''.71,74 31` Qv , i • - a' • � -.> 36 7474 _;r.. Si. \.,, Ar a Eort ,3 0 aurtm; ,gg 32 W� ,4lir R J'r a { t $+ r:LSEO 5 � '• (j. a p :1 rw°Eiiy0b. a �ryl.S-. -'4 .Ati�-� i= t Ite''O6c✓• I.mR y sp'''a 'oma A tir bTa tl�' : '- {JL4 JI`LI , i ti •.., �+ . , it T2:1;■ QD• 1ue. ' .;- g �.r� � ;''' yDe 09 , ! f'44` 3 iEIS, Api. it• rut T �P..,, u` y • "; ,,:..t' i. 8,- '2 A R CAa BR.M R C.G. `Sog g p�.�` SI, 11� z ..n'e a 26�� g✓�' L u v 29• to 3 i 3 t� . " aEr . Q• � � . F T ;i l 4,'mTm :R •, : `�4k 1 't W '. ,-1..,1,.....' Y,..,. __ 2' •'` _— -—t—•-p—s— ,��i. xrwr ••1.Yo� iU,..��- ��` .1 - 1'i', ISI ... A t.JiE E �\per alt ru `� ' `,',',. a :S. ,, • r' ;c' sY „`5 t I • 11 .---10-„I-°° �; . _ �� :.-- 4 1;I u= -• v (F w , J —°'-`-4.-5'? ....--« 1 0-• ,c : ` a i;Int wnA a �''4t ;�” �,fP `. ,f 2 6.1".°%,,go'41 'Aril• `;',r7.:'-.''063.1'30 , . 1 •4.A0 •` 4 ''�` lA ZA1 ` (?P',, �Idl !s' •i�4•'" ey;1�:t''rJ kV?. 14, .lE�ry- +► O a i 0 SAI(fA1 �, �-,16 y \ 4 CJ I ... �,,,•L:, K.• PN 5µ''. •• `,4f��, 1 _ "'k CA E SURA !Z3 _. •I _-_ 1 �rtr "�. '� _ J .I UOLIMil ] l o %E .! >. N ' .. :0 1,,. !IP) , Etc" §S'es, fir , . v- /.(*1. E.,' ‘..,.k 5,T f I r. ICS E I ` T, ir,:r57 �T +fir °._,�� `��t 1 I,1 O��tE�r�\j�`�`q� )f Cr StF��.r"��*Vic �Eb � 181E C�" *J� ' , ��`� .e>\ ,wso o`. AVD_u • ••-•- ''' "4: ..‘ i ) .' 111• i. 1 i WO-.- dejOKINIF.4, , '.,'••'•• 4..o. .0•• v 1 , O• ? 1g 44��' w �'� $. ., ,,. ) ' 'MI1 J ' .` p° '��i , � l�i�TJe�_A,..14.. NA rit, k , *1�.i� ` , ,„- 4+ "via Ws � { ® , / ,...,..„/ , • M • Ocf" JUAN tr 'uvrtlaAAo4441s7.. , I P FO ` CAP! CHRISTIAN ,7,re*I r�ps ,.L I�� le�...••r< ; •'m,A °E4 0��FY as `#4:1/4 Ai ASE .', � '. .' ► _o aaI• 410 w, .......," • ��pp��jjyqqy''• A IC41‘ , �t -,,,,5- g• /�.� �I ••'r, '•• .:TA"' FIE,t N R 1 i - .• +';-J`�,t' ' _/' . �7 �_'�U� `� .� room r. i R. -4 ,, 4-a- : • / 4. v . ,Or t. �x5601 CAMINO DEL EAVION +.14." fit' •s �1P c� �4'g r S 4 -$ 1!"l' ' *4; (0,!''',.t._;3‘ • / _$.•'" al- 0 7 .2, ___ � Q r • . , t . bblfi0f V!• • ^i4 8 — EAU - 3 ital. _. F - A ET s--,o — - - - - - RA_U BOAaYA 1 e „417, ,,;1'.., ,,, ' ill? '5,, i., ...,,- ��] :� c� 4' s p .),-...,----hui\-c-,. ..'Li ETELGAD° , V2400''''''' ,. '` MODIFIED FROM THE THOMAS GUIDE, PAGES 972 AND 952, 1996 SITE LOCATION MAP s` 2 ------- . r DATE 1-14-97 W.O. NO. 3173—A1—OC Geotechnical • Geologic • Environmental Adams * Streeter Page 2 January 14, 1997 W.O. 3173-A1-0C The scope of GSI's services consisted of the following tasks: • Drilling, sampling and logging of four borings • Laboratory testing • Performing engineering analyses to develop conclusions and recommendations regarding; 1. Temporary excavation and trenching 2. Bedding and backfill characteristics of on-site soil 3. Ground water and caving 4. Pressure exerted on buried pipe 5. Settlement 6. Sulfate content 7. Trench backfill criteria • Preparation of this report, summarizing the results of the investigation. FIELD INVESTIGATION AND LABORATORY TESTING The site subsurface conditions were explored by drilling four hollow stem auger borings to depths of 7.0 feet to 21.5 feet, in paved areas. The borings were backfilled with on-site materials. The soil samples observed and collected during the field investigation were classified in accordance with the Unified Soil Classification System, described on Plate A of Appendix A. The boring logs were presented in Appendix A. The approximate location of the borings are shown on enclosed Plates 1 through 5 (in pocket). The soil samples were re-examined in the laboratory to confirm their classification. Selected samples were tested to evaluate the moisture content, dry unit weight, sulfate content, compaction, and sand equivalent characteristics. Laboratory test data are presented in Appendix B. GpnSniIc_ Pita_ Adams * Streeter Page 3 January 14, 1997 W.O. 3173-A1-0C EXISTING SOILS CONDITIONS Based on the results of the field investigation, laboratory testing and the engineering analysis, it is concluded that the planned improvement is feasible from a geotechnical viewpoint, subject to conditions and recommendations that are presented herein. These recommendations should be implemented in planning, design and construction of the project. Temporary Excavation and Trenching Based on the field investigation, it is expected that the proposed construction excavations are feasible using conventional equipment. a. Shoring Shoring, consisting of internal bracing with horizontal struts and/or other types of shoring systems, should be used for support of open cuts and vertical shaft excavations. Additionally, it is likely that solid sheeting will be necessary due to the potential caving and ravelling of granular materials. b. Lateral Pressure The recommended lateral earth pressures for computing street loads is a function of the wall height. The earth pressure distribution against the wall is rectangular, with the earth pressure equal to 25*H, (expressed in pounds per square foot (psf), where H indicates the height of the wall in feet). Any anticipated, superimposed loading (i.e., traffic loads, slopes, etc.) within 45 degrees (1:1 projection upward from the trench bottom), should be considered as surcharge and provided for in the design. tic To... Adams * Streeter Page 4 January 14, 1997 W.O. 3173-A1-0C c. All trench excavations should minimally conform to CAL-OSHA and local safety codes. d. It is the contractors' responsibility for site ty s to safety and excavation shoring. Bedding and Backfill Characteristics of On-site Soil It is GSI's opinion that the pipe should be surrounded by a sand (SE > 30) bedding material. Most of the on-site soils encountered are considered to be unsuitable for bedding due to the high fine material-content. Placement and densification should be per design requirements for the pipe. The excavated materials would be deemed suitable for re-use as backfill, under conditions of at or above optimum moisture. Ground Water and Caving Ground water was encountered in boring B-1 during GSI's field exploration, at a depth of 16.5 feet. It should be noted that future fluctuations in the level of ground water may occur due to variations in rainfall, temperature and other factors not evident at the time of GSI's investigation. Should ground water be encountered during construction, de-watering probably will be necessary. Caving of non-cohesive and gravelly material should be expected during excavation. Pressure Exerted on Buried Pipe Pressure acting on a buried pipe is influenced by several factors, such as relative rigidity of the pipe, surrounding soil, depth of cover, and method of construction, etc. However, for the purpose of preliminary analysis, it is GSI's opinion that a unit weight of backfill equal to 130 pounds per cubic foot may be used. GSI can provide estimated vertical loads or pressures on buried pipe, if required by design procedure. GenSeils_ rite_ Adams * Streeter Page 5 January 14, 1997 W.O. 3173-A1-OC Settlement Settlement of the sewer line is a function of the state of the soils underlying the sewer line. Due to presence of dense to very dense materials (based on data obtained from GSI's exploratory borings) underlying the site, the settlement of the sewer line would be negligible. Sulfate Content Soil sulfate content tested negligible to moderate. Test results are summarized in Appendix B. Based on the test results, sulfate resistant concrete would be required. The concrete should comply with the requirements of the 1994 UBC. Trench Backfill Criteria The trench backfill should be brought to at or above optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard (ASTM D-1557). Inspection, probing and testing should be accomplished during backfilling and compacting operations. INVESTIGATION LIMITATIONS The materials encountered on the project site and utilized in the laboratory investigation are believed representative of the total area; however, soil materials vary in characteristics between borings and excavations. Since the investigation is based upon the site materials observed, selective laboratory testing and engineering analyses, the conclusions and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. GeoSoils. Inc. Adams * Streeter Page 6 January 14, 1997 W.O. 3173-A1-0C GSI sincerely appreciates the opportunity to be of service. If you have any questions pertaining to this report, please call. • Respectfully submitted, GeoSoils, Inc. fv> LaJ � Gpk .(<2;/ If. 051523 4eiti P.fr30-9a 4.4 Edward L. Burrows Sanjay Govil, Ph.D. Engineering Geologist, CEG 1750 Civil Engineer, RCE C051523 FA/ELB/SG/hsd End: Appendix A - Log of Exploratory Borings Appendix B - Laboratory Testing Procedures and Laboratory Test Results Plates 1-5 - 40-Scale Improvement Plans Dist: (6) Addressee GenSoils. Inc_ APPENDIX A FIELD EXPLORATION Subsurface conditions were explored by drilling four(4) exploratory borings to a maximum depth of 21.5 feet at locations shown on the enclosed improvement plans, Plates 1-5 (in pocket). Borings B-1 through B-4 were drilled with an eight-inch diameter, hollow stem auger type drill rig. At the completion of drilling, the borings were backfilled with materials removed from the excavations. The drilling operation was supervised by a GSI staff geologist, who continuously logged the borings and classified the soils encountered by visual examination in accordance with the Unified Soil Classification System, as presented on Plate A. Ring samples and standard penetration samples were taken at frequent intervals during the drilling of the borings. Samples taken by hollow stem auger were obtained by driving a ring samples with successive bows of a 140-pound hammer dropping from a height of 30 inches. The`Blows/Ft" column on the boring log plates indicates the blows required to drive the samples in 6-inch increments. Relatively undisturbed soil samples were retained in a series of brass rings, each having an inside diameter of 2.365 inches and a height of 1.00 inch. Bulk samples of the soils were also collected for additional classification and testing. Samples were transported to our laboratory for examination and testing. GenSnilc_ line_ \ UNWED SOIL CLASSIFICATION SYSTEM CONSISTENCY OR RELATIVE DENSITY . j i Group CRITERIA Major Divisions Symbols Typicai Names GW Wail-graded gravels.,d Cava- - - Clean "rid manure.little or"O+"" Standard Penetration Test Gravels Gravels GP Poorer 7eded arras+and 50%or more gravel.. fid manures,anis or Coarse- of coarse no fins Grained fraction ` Soils retained on No. Gravels GM Silty provi1s.arvr-eend•eh Penetration 4 view With mixtures Resistance N Relative Density Mon Rates (blows/ft) than 50% GC Crew pr.*.aereaa 0-4 Very Loose I caw rills-wise retained on SW Wee-wined sande and pavWy 4-10 Loose No. 200 Sands Clean sands. kttls or no few. MOW More than Sands SP Poore graded sand.and 10-30 Medium 50% of coarse gravelly sands.knits or no fn.e fraction passes No.4 sieve Sands SM seer sands.saw-eh rtonu.e 30-50 Dense With Fines SC Caves*AWL sand-day >50 Very Dense rnmvp ML Inorganic ohs. very t1Ae sends. Standard Penetration Test roar tiour.Baty or awe./line Silts and Clays "rid' Liquid Limit Cl._ Inorganic dive of tow to Unconfined Fine- 50%or less rnsos.n pe•.tiorty. graver/ Penetration Compressive Grained days.sandy die.,shy d.y.. Resistance N Strength Soils leers drys Iblowstft) Consistency (tons/ft2) 50%or OL Overlie arks end«mania•+ry <2 Very Soft <0.25 more caws of lore t aesaty NPasses 2-4 Soft 0.25-.050 No. 200 MH inorganic ahs.rtecaosous a diatomaceous fn*saws or sieve nits,.+.eoo arts 4-8 Medium 0.50-1.00 Silts and Clays a Liquid Limit CH k1OfvrnK dove of high 8-15 Stiff 1.00-2.00 greater than 50% p<..pdty, fat drys OH Ower.day.of medium to 15-30 Very Stiff 2.00-4.00 1 high p+savary >30 Hard >4.00 Highly Organic Soils PT Part.muac, and oma nighty arsenic soils 1 3' 3/4' #4 x10 *40 *200 U.S.Standard Sieve Unified Soil Gravel Sand Sift or Clay H. Classification Cobbles 11 coarse fine coarse medium 1 fine MOISTURE CONDITIONS MATERIAL QUANTITY OTHER SYMBOLS Dry Absence of moist; dusty, dry to the touch trace 0 - 5 % C Core Sample slightly Moist Below optimum moisture content for compaction few 5 - 10 % S SPT Sample Moist Near optimum moisture content little 10 - 25 % B Bulk Sample Very Moist Above optimum moisture content some 25 - 45 % • Groundwater Wet Visible free water;below water table Gip Pocket Penetrometer BASIC LOG FORMAT: pup name, Group symbol, (grain size), color, moisture, consistency or relative density. Additional comments: odor, presence of roots, mica, gypsum, arse grained particles, etc. EXAMPLE: 'td ISP), fine to medium grained. brown, moist loose, trace silt, little fine gravel, few cobbles up to 4" in size, some heir roots end rootlets. PLATF L1 BORING LOG GeoSoils, Inc . w.o. 3173-A1-0C PROJECT: MARBELLA GRAVITY SEWER BORING B-1 SHEET 1 OF 1 DATE EXCAVATED 1-10-97 Sample DRILLING METHOD 8" Hollow Stem 0 a 1 Standard Penetration Test ELEVATION 0 CU N OJ N o n ° } 7//;/ Undisturbed, Ring Sample LOGGED BY FA + Y —f2 3 (n Q N fl — O L 0 U E 31" o m CO �� o Description of Material • �• 3.5" ASPHALTIC CONCRETE OVER 13.5" CONCRETE • r • CL Silty Clay, dark brown, very moist, stiff 5 20 CL 82.8 38.9 / Same as above • @ 8.0' , color changes to medium brown, Sandy Clay, very moist, stiff 10- 13 CL 94. 1 27.6 Silty Clay with thin sandy laminas, very moist, medium / • brown to olive brown, medium stiff 15- / 43 CL 121.9 10.5 ' j Fine Sandy Clay, light brown, moist, very stiff 20 / 85 SP 116.5 16.4 Sand, light gray, very moist, dense, medium grained to , ' coarse grained, trace of gravels and cobbles i TOTAL DEPTH =21.5' WATER AT 16.5' HOLE BACKFILLED AND TAMPED 25- GeoSoils, Inc . PLATE A-1 BORING LOG GeoSoils, Inc . w.o. 3173-A1-0C PROJECT: MARBELLA GRAVITY SEWER BORING B-2 SHEET 1 OF 1 DATE EXCAVATED 12-23-96 Sample DRILLING METHOD 8" Hollow Stem 4- 3 �. Standard Penetration Test ELEVATION 4 O1. CU in N ?v '4d Undisturbed, Ring Sample LOGGED BY FA +- Y --.a 3 Cf)_O d N v C1 — -0 L O U E 71 o m e m Description of Material 2" ASPHALTIC PAVEMENT OVER 3" BASE MATERIAL Silty Clay, dark brown, very moist, very stiff G 2' , color changes to medium brown to olive brown, very moist, very stiff, few fine gravels CL • r • ry ► • 5 / 5 " Gravelly Sand to Sandy Gravel , light brown, slightly 3" r•• moist, very dense, gravels fine grained, angular to ••• subangular • • • r•• • • • IP • • • • /0- TOTAL DEPTH = 8' NO ADVANCEMENT BELOW 8' DUE COBBLES AND COARSE GRAVELS HOLE BACKFILLED AND TAMPED GeoSoils, Inc. PLATE A-2 BORING LOG GeoSoils, Inc . w.o. 3173-A1-0C PROJECT: MARBELLA GRAVITY SEWER BORING B-3 SHEET 1 OF 1 DATE EXCAVATED 12-23-96 Sample DRILLING METHOD 8" Hollow Stem • t' 0 �. Standard Penetration Test ELEVATION A. `f. o + U) in } '4'7 Undisturbed, Ring Sample LOGGED BY FA -I- .Y •-.Q4 3 con O - DL 0 U E o m D} m Dcn o Description of Material 3" ASPHATIC PAVMENT OVER 4" BASE MATERIAL • • Sandy Gravel to Gravelly Sand, light brown, slightly . . moist, dense, gravels angular to subangular • . . • • • • r I . • . • • It • • . I . • . • • 5 • • . • • • • . • • . • • r•• /0- TOTAL DEPTH = 7' NO ADVANCEMENT BELOW 7' DUE LARGE ROCKS HOLE BACKFILLED AND TAMPED GeoSoils, Inc . PLATE A-3 BORING LOG GeoSoils, Inc . w.o. 3173-A1-0C PROJECT: MARBELLA GRAVITY SEWER BORING B-4 SHEET 1 OF 1 DATE EXCAVATED 12-23-96 Sample DRILLING METHOD 8" Hollow Stem 0 3 �. Standard Penetration Test ELEVATION .Ein ! N O = v } �� Undisturbed, Ring Sample LOGGED BY FA +- _Y -.0 3 cola a w D. - 13 0 Li E 3 •- 0) m c - �cn o o Description of Material +` 0.4 5" ASPHALTIC PAVEMENT OVER 4" BASE MATERIAL • Sandy Clay, dark brown, moist, stiff, scattered fine A gravels BEDROCK, NIGUEL FORMATION (?): Sandstone, light yellow brown, slightly moist, dense, .„ medium grained 5 ''''' Ill 56 112.3 3.8 ;;:; Same as above III /0 10P 48 116.8 4. 1 ::; Becomes medium to coarse grained, massive • 15 32 104.3 12.2 Clayey Siltstone, gray, moist to very moist, very stiff — 20Pli . 46 112.2 16.2 �: Sandstone and Siltstone interbeds, dense to very stiff, T yellow brown to gray, moist to very moist, orange dig stains, fractured TOTAL DEPTH 21.5' NO SEEPAGE HOLE BACKFILLED AND TAMPED 25 GeoSoils, Inc . PLATE A-4 APPENDIX B LABORATORY TESTING PROCEDURES AND LABORATORY TEST RESULTS ( onSnilc_ new_ APPENDIX B LABORATORY TESTS Soils were visually classified in accordance with the Unified Soil Classification System, as presented on Plate A. Field moisture contents and dry unit weights were determined for the ring samples obtained in the field. Field moisture and dry unity weights are shown on Plates A-1 through A-4. Compaction Testing To determine the moisture-density relationship of the on-site soils, a compaction test was performed on a representative sample in accordance with ASTM Test Designation D-1557-91. The results are presented on Table B and on Plates B-1 through B-4. Chemical Testing Chemical testing was conducted to determine soluble sulfate content. The test results are presented in Table B. Sand Equivalent Testing Sand Equivalent Testing was performed on selected samples. The results of these tests are presented in Table B. • GeoSoils. Inc. TABLE B Compaction Test (ASTM D-1557-91) Maximum Optimum Dry Density Moisture Sample Location Soil Type (pcf) Content (%) B-1 @ 0-5 A-Silty Clay, 117.0 14.0 Dark brown B-2 @ 0-5 B-Silty Clay, 118.0 14.5 Dark brown B-3 @ 0-5 C-Gravelly Sand, 135.0 7.0 Brown B-4 @ 0-5 D-Sand, 124.0 9.0 Light brown Sulfate Test (California Test Method 417) Sample Location Soulble Sulfate (% of Dry Soil Wt.) B-1 @ 5' 0.123 B-4 @ 10' 0.011 Sand Equivalent Sample Location Sand Equivalent (SE) B-2@5' 6.0 B-3 @ 5' 15.0 B-4 @ 5' 28.0 GeoSoils. Inc. 150 145 - 140 10:'. ' -turat i on 135 - 130 a 125 f- � 120 z w 0 Et. 115 0 `Noss\ 110 105 100 .s=2.8 95 t -2, 90 0 5 10 15 20 25 30 35 MOISTURE CONTENT % MAXIMUM DRY OPTIMIUM MOISTURE Boring No. DEPTH (feet) Test Method DENSITY, pcf CONTENT % ® B-1 5.00 ASTM D-1557 117.0 14.0 LABORATORY MAXIMUM DENSITY TEST PLATE GeoSoils, Inc . B - 1 Date: JAN 97 W.O. : 3173-A1-OC 150 145 10•X -turation 140 135 130 4- a 125 r tfl I-- 120 z w o c 115 0 110 105 100 s=2.0 95 t 2. 90 0 5 10 15 20 25 30 35 MOISTURE CONTENT % MAXIMUM DRY OPTIMIUM MOISTURE Boring No. DEPTH (feet) Test Method DENSITY, pcf CONTENT % • B-2 5.00 ASTM D-1557 118.0 14.5 LABORATORY MAXIMUM DENSITY TEST PLATE GeoSo i I s, Inc . B - 2 Date: JAN 97 W.O. : 3173-A1-OC 150 145 - 10•% ' -turation 140 135 IS\130 - n 125 H (11 120 z w ce 115 110 105 100 _2,g 95 r -2. 900 5 10 15 20 25 30 35 MOISTURE CONTENT X MAXIMUM DRY OPTIMIUM MOISTURE Boring No. DEPTH (feet) Test Method DENSITY, pcf CONTENT X 0 B-3 5.00 ASTM D-1557 135.0 7.0 LABORATORY MAXIMUM DENSITY TEST PLATE GeoSO I I s, Inc . B - 3 Date: JAN 97 W.O. : 3173-A1-OC 150 145 10•'. ' -turat i on 140 135 - 130 4- u 125 o.> 411(///11(-- 120 0 115 110 105 100 , w2.113 95 95 90 5 10 15 20 25 30 35 MOISTURE CONTENT Y MAXIMUM DRY OPTIMIUM MOISTURE Boring No. DEPTH (feet) Test Method DENSITY, pcf CONTENT X • B-4 5.00 ASTM D-1557 124.0 9.0 LABORATORY MAXIMUM DENSITY TEST PLATE GeoSo i 1 s, Inc . B - 4 Date: JAN 97 W.O. : 3173-A1-OC mom .4R .Sy1:��+r'y ��t{,�c�'� lee �.-. .� ::. ,?+ y CORNER RECORD "C)DULE79 .; City of SAN JUAN CAPISTRANO County of CRAKE City California jpiBrief Legal Description Angle point in Camino Capistrano near Fasstar53t>eett • CORNER TYPE COORDINATES (Optional) _ _ _ Government Corner ❑ Control N. Meander ❑ Property E. Rancho ❑ Other ❑ Zone Datum Date of Survey Oct. 7, 1994 Elev. Corner- Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ® Rebuilt ❑ Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the comer. Prior to street reconstruction, I found a lead and tack at the angle point per 0.C.S. Field Notes A/8-8-1066. I found only two 0.C.S. tie points referenced by the 0.C.S. Notes, all others had been destroyed. I set one lead & tack and found two additional lead & tags, RCE 10035 on the curb in front of the El Adobe Restaurant. Measurements were taken and recorded. A description of the physical condition of the monument as found and as set or reset: After a 2 inch paving course had been completed I returned and set a P.K. nail with tag L.S. 4182 on the surface per swing dimensions measured prior to paving. /## . \ \ SURVEYOR'S STATEMENT e). This Corner Record was prepared by me or under my direction in conformance with 95 SEAL /4. the Land Surveyors' Act on March 1, 9 L.S. 4182 Signed / ..457i/d4.-44".---17.S. or R.C.E. Number L.S. 4182 Exp. 6-30-96 �D. 0 COUNTY SURVEYOR'S STATEMENT S This Corner19 95 and examined Record was received March 23 ��I`N O �'1'�GFo and filed `-1 19 .71No.S�408� vii \ Exp. 9/30/9y7 Signed IF Title It 11c\tell• 14--orunti- t� / County Surveyor's Comment PWA•102(8l88)(Th Page 1 of 2 . 1■■1111■■■1111■1111■■■1■■■■■■■■■■■■■■■■s■■ 0 - k 1 1 { masa■■■■■■■■■■■■1■■■ ■■1111■■■■■■ ■■■1111■_ 13 riiiiiiiniiiiinnri: _ 1111111111111111 111,11111EIF,, 1• . n■ . /■a■N10■ 1111■■■■■■t■ I ! „ 1! I 111111:/1■■1111■■ 1111■1111■■■ ' ! i 1■W,�■■ i ■■ , 1 1 , i i! iIIIHJ I , 1 I I � T-' PI i } [ I ' I ! i , 1 , ' . i I i I i 1 1 1 � � . . -•. = r 7 ?--rA Zai , , , 1 i CUR IS ! I r. si : 1 i ( i ''' .,,,,i, i i V/, , 2:_______----- ----7-;--7----. F-LS. 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CORNER RECORD MODULE 79 Document Number 952 City of SAN JUAN CAPISTRANO County of ORANGE , California Brief Legal Description Centerline of DEL OBISPO ST. from Camino Capistrano to Easterly I CORNER TYPE COORDINATES (Optional) _ _ _ _ _ Government Corner 0 Control [t - N. I Meander 0 Property 0 E. I RanchoOther 0 Zone Datum • , Date of Survey Oct.0/, 1994 Elev. Corner— Left as found 0 Found and tagged 0 Established 0 Reestablished li] Rebuilt 0 Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner Prior to street reconstruction, I found O.C.S. monuments at the centerline intersection of Del Obispo St. & Camino Capistrano and monuments at the B.C. and E.C. of the curve along Del Obispo ST. I found some of the swing ties referenced on O.C.S. Field Notes 'A/8-8-1067. Where swing ties were missing, new lead & tacks were set and new swing dimensions measured and are shown on page 2 hereon. A description of the physical condition of the monument as found and as set or reset: After street paving was completed I set new P.K. and Tag L.S. 4182 on the surface Der swing dimensions previously established. I . SED LAND SGS SURVEYOR'S STATEMENT c<1., ri. R. sr ,4%"<e).. /oJP PGS o•A This Corner Record was prepared by me or under my direction in conformance with ',t4L the Land Surveyors' Act on March 1, 19 95 * L.S. 4182 Signed � - LS. or R.C.E. Number L.S. 4182 `�� \- it4':-Op---m.0%-0�� Exp. 6-30-96 O �E COUNTY SURVEYOR'S STATEMENT • ecQND Si/'9!� This Corner Record was received March 23; 19_22 and examined �`` O N CA,v 0.. and filed �� 19 No. 4408�� p 1 * Eicp• 9130!97 Signed -rifle ,,tel-eLj� `� �9TFOF CO Q County Surveyor's Comment PWA-1O2 lanai® Page 1 of 2 \ r 111' .64_s .' I .O g L,..] - 1 �i I 1 l 1 • •. • 1 a,; L` r akiRUUU REI■ ... lbw,, : 7. . I <-. Me11001iI IVIIIII MI ■SII I.h �' i I -- I. #4211111 U . ' .- V� I . i. 4 i I 4 , 11111 '' .c "VIM ! i I i i— 11 4I 1 • r----- 1 � ! ,� 1- ! I I ! = I I \ i� a3-- J- ---- \� jai _ . c dr c: y i QI ' 1 n • I �- 4 i ', g — r- --- — 1 Ca.. 1 _lu'1.) I li ' • sJ - ' ___:-4131.`2u._ � -143 i - — --- ------ -- - j- QRS I - . i c --_-- ----_. I ' I i ! I • 1 ! ., :• 1 : , ' I i - ; . • I i ' I 1 I 1 i I 1 ( I. I . i — ---. I I I 1 I I i I I • 4 I '�- v Iii I I I ; i I i I 1 IQ 5_ Q I i i I i ; I : : 1 I IIQ { • . 4 . cq _ d 4 1Q . . I ; I , • W �a � i i 4 MIn - • i AEI2 A s a pr7 ,4 -I .._ , : i i i 1 I �� L��; , �— ' 9o► • _ 1K/ I 45 ?Alm I j _, Al: 1q -_�_� .►C Te/. I i l l i _' I I 1 I i I ( i . Ir I ' y , i I I I ( I \I 1 1 c4N//A m p • �' 1 1 1 i l i i :1414\ 0� / -- _____ ...- .; 1... . _ 1 ; `a131'_]1.144. ..)_-Ill- . . i : H i i —-- [-- •. ..__ <5q,....(i. .. . . \:). . \\/ v__),t_ _ . _ : ,f,y. • _L_ER,:-.40-717-1L_Ptif.J_Illic.7'.____ ! : 1_; i PET_ it . .-- 1:73-:C 1 I Sir LaT' Page 2 of 2 ' j REPLACEMENT PAVEMENT A.C. OR P.G.C. T ---- 411,,I. -----0.2, EXISTING PAVEMENT 0.35' MIH. WHEELCUT OR SAWCUT — REPLACEMENT - 0 1' o PAVEMENT i 0.65'M1N. C.A.B. OR SLURRY B, A' B' FOR LOCAL STREETS. st. SEE NOTE it 99 1.0' MIN. C.A.B. OR SLURRY S AND TABLE HEREON FOR HIGHER. TRAFFIC DESIGN !v w STREETS. W .` E5 BACKFILL MATERIAL �:. .12.. y� ' SLURRY OR UNTREATED UNDER 2' 0.50' �/ J BASE. SEE NOTE 3. OVER 2' 1.0' Y U LO IF m 4 . *WHICHEVER IS 4... LESS BUT NOT 'd/ BEDDING MATERIAL A: PER SUBSECTION LESS THAN .35 l.p� 306-1.2.1 OF THE STANDARD SPECIFICATION MIN. MIN. 5.E. = 30. COMPACTED TO THE SATISFACTION OF THE CITY ENGINEER. SEE NOTE 3. z 0.50' m.----4w .0. 50' ~ OR D. OR D' SPRING 'ilk LINE W, BEDDING MATERIAL B: 10 BUT NOT LESS 42/ THAN 0.5' SAND, CRUSHED ROCK OR CONCRETE „, UNDISTURBED / / AGGREGATE, MAX GRADATION NO.2. FOUNDATION / / (%!/(�\<//�N ((l W/' EXISTING STREET TRENCH DETAIL NOTES J. ALL EXCAVATION AND CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND THE WORK AREA TRAFFIC CONTROL HANDBOOK(LATEST EDITION). 2. ALL TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL TO EXISTING OR FUTURE STREETS(INCLUDING ALL INTERSECTION CROSSINGS), ALL LONGITUDINAL TRENCHES IN THE STREET WITHIN 1.5 FEET OF THE EDGE OF THE GUTTER OR EDGE OF CURB IF THERE IS NO GUTTER, AROUND MANHOLES,AND ALL NARROW(LESS THAN 2')LONGITUDINAL TRENCHES WHICH ARE LESS THAN 20'LONG, SHALL BE BACKFILLED WITH CLASS 100-E-100 SAND CEMENT SLURRY. 3. WHERE SLURRY IS NOT REQUIRED FOR BACKFILL AND BEDDING "A" CRUSHED MISCELLANEOUS BASE PER THE STANDARD SPECIFICATIONS SECTION 200-2.4 CLASS 2,AGGREGATE BASE AND UNTREATED BASE PER SECTION 200-2 OR 400-2 SHALL BE USED. ALL SOIL MATERIALS FOR BACKFILL,BEDDING,AND FILL SHALL BE GRADED PER SECTION 200-2 OR 400-2 AND SHALL BE FREE OF 1)CLAY; .1 2)GREATER THAN 2 INCHES ROCK OR GRAVEL;3)DEBRIS;4)WASTE;5)VEGETABLE AND DELETERIOUS MATTER. SATISFACTORY SOIL MATERIAL THAT MAY BE APPROVED SHALL BE THOSE DEFINED BY ASTM D 2467 AS GW,SP,GM,SM,SW,AND SP. UNSATISFACTORY SOILS ARE GC,SC,ML,MH,CL,CH,OL,OH,AND PT. BACKFILL AND COMPACTION METHODS SHALL CONFORM TO SUBSECTION 306-1.3 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(CURRENT EDMON),EXCEPT THAT 95%MINIMUM RELATIVE COMPACTION SHALL BE REQUIRED WITH THE STRUCTURAL SECTION AND 0.5 FEET BELOW IT AND 90%COMPACTION IN THE REMAINDER OF THE BACKFILL ZONE. ALL REFERENCES TO SLURRY SHALL MEAN CLASS 100-E-100 SAND/CEMENT SLURRY. ALL A.C.REPLACEMENT REQUIRES TACK COAT ON EXISTING EDGES AND A SEAL COAT ON THE SURFACE. PRIOR TO PLACING BACKFILL,CALL CITY ENGINEERING DIVISION FOR BEDDING INSPECTION. THE WHEEL OR SAWCUT OF A.C.SHALL BE A STRAIGHT,CLEAN LINE ACCEPTABLE TO THE CITY ENGINEER. 3. WHERE EXISTING A.C. EXCEEDS 0.5 FEET IN THICKNESS,ALTERNATE PAVEMENT REPLACEMENT THAN REQUIRED HEREON WILL BE SPECIFIED BY THE CITY ENGINEER. PRIOR TO PERFORMING ANY WORK IN THE PUBLIC RIGHT-OF-WAY A PERMIT MUST BE OBTAINED FROM THE CITY ENGINEERING DIVISION. ON ALL HIGHWAYS SHOWN ON THE MASTER PLAN OF HIGHWAYS THE A+B'+B'SHALL BE OF A WIDTH SUFFICIENT TO ACCOMMODATE A SELF-PROPELLED STEEL ROLLER. CITY NOTIFICATION SIGN Your City Dollars IV I at Work Marbella Gravity Sewer Proposed Completion - (date) 1997 1. Black letters on beige background 2. 5'-0" x 3'-0" 3. Single post mounted