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09-0120_M.S. CONSTRUCTION_Contract 0 CONTRACT This contract is made and entered into by and between the SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY, hereinafter referred to as "AGENCY" and M.S. CONSTRUCTION MANAGEMENT GROUP 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 AGENCY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2006 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the AGENCY 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 LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II- 10 UNITS IN THE LOS RIOS HISTORIC DISTRICT 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. AGENCY 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 impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by AGENCY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay AGENCY, 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 Page 1 of 4 0 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 AGENCY. 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 AGENCY such sum as the Court may judge as reasonable for the legal services of any attorney representing the AGENCY 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 AGENCY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by AGENCY 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. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the AGENCY 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: Page 2 of 4 $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/ not limited to contractual period; $2,000,000 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 AGENCY 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 the AGENCY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the AGENCY, 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. AGENCY is subject to the provisions of the Public Contract 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 AGENCY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB- CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of AGENCY, pursuant to Board of Directors action, and by CONTRACTOR on the date set before the name of each. [SIGNATURES ON FOLLOWING PAGE] Page 3 of 4 SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY DATED: BY: THOMAS W. H C AIR N BY: IKE SA HAFI, PR I ENT M.S. CONSTRUCTI N EMENT GROUP 7,2- 1-23 F A, e, hAF LICENSE NO. AND CLASSIFICATION A E MaM Mon n, Cit Cler PROVED AS TO FORM: � P Omar Sandoval, City Attorney Page 4 of 4 November 7, 2008 Via FAX and U.S. Mail Addendum No. 3 San Juan Capistrano Little Hollywood Affordable Housing Project-Phase II This addendum is issued by approval of the City Economic Development Manager as authorized below. Please note this addendum changes the bid opening date. The new bid opening date and time is set for December 8, 2008, at 2:00 pm at the City Clerks office. In case of questions, please contact Laura Stokes, Housing/Redevelopment Coordinator, at 949- 443-6313. A signed copy of this a endum sha accompany the bid. -- Contra for tfaura Stok on behal of— Douglas D. Dumhart Economic Development Manager November 26, 2008 Via FAX and Electronic Mall Addendum No. 4 San Juan Capistrano Little Hollywood Affordable Housing Project-Phase II The following clarifications and revisions to the plans and specifications are promulgatedthrough this addendum: A. ADDITION OF BID ITEMS DU-17 The bid item DUA 7 has been included to the Little Hollywood Affordable Housing Project-Phase II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans, This Inclusion affects the Schedule of Work Items on page 30-c and the Detailed Specifications, page DS-47. PAYMENT The lump sum payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. . UPDATE TO LIGHT FIXTURE DETAIL LANDSCAPING PLANS PGE L-5 The supplier for the light fixture materials, on page L-5 of the Landscaping Plans no longer carries the fixture necessary for the project. The City has called out a new supplier and materials as illustrated on the attached drawing. This"inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion may affect the bid amount for 8-13 on page 18 of the specifications packet. PAYMENT The lump sum payment for the supply, installation and construction of the above listed bid item shall include all labor, materials,tools and equipment and no additional compensation shall be made therefore. CQ,ADDITION OF BID ITEMS C-9 AND C40 The bid items C-9 and C-10 have been included to the Little Hollywood Affordable Housing Project-Phase 11 Specifications. This inclusion.does not change the Little Hollywood Affordable Housing Project-Phase 11 Plans.'This inclusion affects the Schedule of Work Items on page 7 and the Detailed Specifications, page DS-3 and DS- 33. PAYMENT zo A 90:£T 8002 9Z noN GZ8£-88G-6M:xe3 37I-M S.*-*M )d lJ SCS s • The payments for the supply, installation and construction of the above listed bid Item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. D.ADDITION OF BID ITEMS ST-10 The bid item ST-10 has been included to the Little Hollywood Affordable Housing Project-Phase 11 Specifications.This inclusion does not change the Little Hollywood Affordable Housing Project-Phase 11 Plans. This inclusion affects the Schedule of Work Items on page 13 and the Detailed Specifications, page DS-13. PAYMENT The lump sum payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. A signed co*bid. the revised Schedule of Work Item shall accompany ont ctaDouglas &Dumhart Economic Development Manager £0"d 90:£I 8007_ 97_ AON 748£-887-W:xe3 33I3j7 S,2RM Ai13 JCS November 26,2008 Via FAX and Electronic (Nail Addendum No. 5 San Juan Capistrano Little Hollywood Affordable Housing Project-Phase II The following clarifications and revisions to the plans and specifications are promulgated through this addendum: A. ADDITION OF BID ITEMS B-23 The bid item B-23 has been included to the Little Hollywood Affordable Housing Project- Phase II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase 11 Plans. This inclusion affects the Schedule of Work Items on page 19 and the Detailed Specifications, page DS-22a. PA NT The payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. B. ADDITION OF BID ITEMS PG-19 AND PG-2o. The bid items PG-19 and PG-20 have been included to the Little Hollywood Affordable Housing Project-Phase. II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase It Plans:This inclusion affects the Schedule of Work Items on.page 16 and the Detailed Specifications, page DS-17a. PAYMENT The payments for the supply, installation and construction of the above listed bid item shall include all labor, materials,tools and equipment and no additional compensation shall be made therefore. A signed copy of this add dum along with the revised Schedule of Work Item shall accompany the bid. / tra torr Douglas 15. Dumhart Economic Development Manager ZO'd ££:2T 800Z 9Z nON GZ8£-88G-W:xvJ 33IJJO S,219rW1 AIID DCS November 26, 2008 Via FAX and Electronic Mail Addendum No. 4 San Juan Capistrano Little Hollywood Affordable Housing Project-Phase II The following clarifications and revisions to the plans and specifications are promulgated through this addendum: A. ADDITION OF BID ITEMS DU-17 The bid item DUA 7 has been included to the Little Hollywood Affordable Housing Project-Phase 11 Specifications.This inclusion does not change the Little Hollywood Affordable Housing Project-Phase 11 Plans. This Inclusion affects the Schedule of Work items on page 30-c and the Detailed Specifications, page DS-47. PAYMENT The lump sum payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. 8. UPDATE TO LIGHT FIXTURE DETAIL ON LANDSCAPING PLANS PAGE L-5 The supplier for the light fixture materials, on page L-5 of the Landscaping Plans no longer carries the fixture necessary for the project.The City has called out a new supplier and materials as illustrated on the attached drawing. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion may affect the bid amount for 8-13 on page 18 of the specifications packet. PA MENT The lump sum payment for the supply, installation and construction of the above listed bid "Rem shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. C. ADDITION OF BID ITEMS C4 AND C-10 The bid items C-9 and C-10 have been included to the Little Hollywood Affordable ' Housing Project-Phase II Specifications.This inclusion.does not change the Little Hollywood Affordable Housing Project-Phase 11 Plans.'This inclusion affects the Schedule of Work Items on page 7 and the Detailed Specifications, page DS-3 and DS- 3a. PAYMENT ZO'd 90:£T 800E 9Z AON VL8£-88G-6D6:xRJ 37Iii0 S,*" Ail) JCS C tra or Douglas 15. Dumhart Economic Development Manager ZO'd ££:LT 8002 9Z ^oN G28£-880-6D6cxe3 3JId3D S,*IW ALIJ XS 0 0 Bid Opening Report Bids Opened December 8, 2008 at 2:00 p.m. Project Title Little Hollywood Affordable Housing Project Project Manager Laura Stokes Pre Bid Estimate $1,175,307.29 Bidder Bid Amount Bid Bond/Addenda? 1 2 3 4 5 1 Stronghold Engeneering, Inc . $ 2 3-5-7 / -Z P / � 2. MS Construction Mngt . Group so? 07 253,33 (4t) / I I x, I u x 3 C. S . Legacy Construction $ (D34. GCI Construction, Inc . 09 q-"T / X >q A C"�� 5. ATLAS-ALLIED, Inc . $ �j95'i v .5-OW5 l1xxxix )/ I $ 6. / 7. / 8. / 9. $ / 10. $ / 11. $ / 12. $ / Sign Date /Z 11sk-z cc: City Clerk Staff(3) Project Department(3) The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. Public Works Contract Compliance 2120 Auto Centre Drive • Glendora, California 91740 Telephone: (909) 305-2067 • Fax: (909) 305-2040 December 11, 2008 Attention: City Clerk City of San Juan Capistrano -City Mgrs Office 32400 Paseo Adelanto San Juan Capistrano, CA 92675-3603 z Re: Little Hollywood Affordable Housing Ph II (10 Units) sy r f71 Ramos &Mission Street C')- — n San Juan Capistrano, CA 92675 vm 0TCn M y� < Dear City Clerk: D x M LZ O With regards to the prevailing wage law compliance,this office acts to ensure that dfRheet r tal workers are paid the determined wage as set forth by the Department of Industrial Relations. The purpose of these laws is to see that the competitive nature of the construction industry does not allow a contractor to use their workers' wages as a means to lower their bid and obtain publicly funded jobs. This office monitors all public works projects involving trades of the sheet metal workers. If and when these laws are disregarded or fraudulently documented, it is our intention to file the appropriate charges with the Division of Labor Standards Enforcement. This office has not and will not use this monitoring process as a means of harassment or intimidation towards any sheet metal contractor. Our purpose is to see that the laws are strictly adhered to so that the public, who is ultimately paying for these services, receives the best sheet metal work possible in a competitive market,while the sheet metal worker receives the state determined wage for his efforts. I will keep you apprised of any inconsistencies that may arise. Your continued assistance is appreciated. Sincerely, 44WP1r-- Jesse Ayala Contract Compliance Manager cc: File Ir-In/opeiu 537/afl-cio-cic Reference: BAI -08820656 Z� S 1 O �w� ll sus PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC October 16, 2008 J.N. 06-1606 ADAMS ' CIVIL ENGINEERSEERS INC.M[. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II—10 UNITS LOS RIOS HISTORIC DISTRICT PROJECT SUMMARY Category Total Amount MOBILIZATION, ROUGH GRADING, AND $15,000.00 EROSION CONTROL SEWER IMPROVEMENTS $78,120.00 WATER IMPROVEMENTS $64,585.00 STREET IMPROVEMENTS $25,051.50 BUILDING IMPROVEMENTS $779,994.00 PRECISE GRADING $53,020.00 DOMESTIC IRRIGATION $52,592.00 RECYCLED IRRIGATION $59,493.50 LANDSCAPE $62,451.29 GRAND TOTAL $1,175,307.29 SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY SAN JUAN CAPISTRANO, CALIFORNIA COUNTY OF ORANGE 1L7�'V vIPNIISIIi ��� O �9C1 FOK SPECIFICATIONS AND CONTRACT DOCUMENTS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II - 10 UNITS LOS RIOS HISTORIC DISTRICT August 19, 2008 Members of the Board of Directors MARK NIELSEN, CHAIRMAN SAM ALLEVATO JOE SOTO THOMAS HRIBAR DR. LONDRES USO Executive Director Dave Adams City Project Manager Douglas D. Dumhart, Redevelopment Manager Approved for Bidding Nasser Abbaszadeh, City Engineer RCE NO. 39370 DATE SPECIFICATIONS AND CONTRACT DOCUMENTS THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II - 10 UNITS PROJECT CONSULTANTS REGISTRATION STAMPS AND SIGNATURE CIVIL ENGINEER ADAMS-STREETER CIVIL ENGINEERS 15 Corporate Park Irvine, CA 92606 (949) 474-2330 By: Jarrod M. Egley License No. & Exp. Date Affix Seal LANDSCAPE ARCHITECT LAND CONCERN 1750 East Deere Avenue Santa Ana, CA 92705 (949) 250-4822 By: Mike Imlay License No. & Exp. Date Affix Seal DRY UTILITIES ADVANCED UTILITY DESIGN 27281 Las Ramblas, Suite 130 Mission Viejo, CA 92691 (949) 582-2755 By: John J. Voris License No. & Exp. Date Affix Seal TABLE OF CONTENTS ITEM: PAGE # CONTRACT DOCUMENTS NoticeInviting Bids.........................................................................................................................l BidProposal ....................................................................................................................................3 Scheduleof Work Items..................................................................................................................6 Non-Collusion Affidavit................................................................................................................31 Designation of Sub-Contractors ....................................................................................................32 Instructionsto Bidders...................................................................................................................33 BidBond........................................................................................................................................38 PerformanceBond.........................................................................................................................40 Labor& Material Bond..................................................................................................................42 GENERAL PROJECT SPECIFICATIONS Section 1 Scope of Work.........................................................................44 Section 2 Plans and Specifications.............................................................44 Section Location of Work.....................................................................45 Section 4 Time for Completion.................................................................45 Section 5 Hours of Work........................................................................46 Section 6 Notification............................................................................46 Section 7 Emergency Information...............................................................48 Section Community Notice....................................................................47 Section 9 Contract Drawings....................................................................50 Section 10 Standard Specifications...............................................................50 Section 11 Excavation Notice.....................................................................51 Section 12 Record and As-Built Drawings.....................................................52 Section 13 Test of Materials.....................................................................52 Section 14 Certification...........................................................................52 Section 15 Protection and Restoration of Existing Improvements ........................53 Section 16 Public Convenience and Safety...................................................54 Section 17 Storage of Equipment and Materials In Public Streets ........................55 Section 18 Street Closures,Detours,Barricades .............................................56 Section 19 Examination of Contract Documents .............................................56 CONTRACT: Contract .........................................................................................................................................57 SPECIAL PROVISIONS: Section 1 Standard Specifications .............................................................................61 Section 2 Termination of Contract ............................................................................61 Section 3 Laws to be Observed .................................................................................62 Section 4 Facilities for City Personnel ......................................................................62 Section 5 Survey Services .........................................................................................62 Section 6 Terms Defined...........................................................................................62 Section 7 Flow and Acceptance of Water..................................................................63 Section8 Water................................................................................63 Section 9 Insurance and Overhead Costs...................................................................63 Section 10 Protection of Existing Utilities..................................................................64 Section 11 Protection of Private Property..................... .......................................64 Section 12 Protection of Existing Trees..... ................................................................64 Section 13 Protection of Los Rios Street....................................................................65 Section 14 Construction Zone....................................................................................65 Section 15 Pre-Construction Coordination Meeting...................... ....................65 Section 16 Construction Schedule.........................................................................66 Section 17 National Pollutant Discharge Elimination System ..............................66 Section 18 Preservation of Survey Monuments ....................................................70 Section 19 Monumentation Identification ...................... ......................................70 Section 20 Construction Signs ..............................................................................71 Section 21 Construction Noise Levels ..................................................................71 DETAIL SPECIFICATIONS AND METHOD OF PAYMENT Mobilization, Rough Grading& Erosion Control Bid Item CA —Project Survey Bid Item C-2—Reestablish Centerline Ties and Monuments Bid Item C-3 —Mobilization Bid Item C-4—Clear and Grub Bid Item C-5 —Remove Existing Headwall and Trash Rack Bid Item C-6—Construct Desilting Basin Bid Item C-7 —Construct Concrete Collar Bid Item C-8 —Provide on-site BMPs and Erosion Control for the duration of the construction Sewer Improvements: Bid Item S-1 —Furnish and Install 15" PVC SDR-35 Sewer Line with Pipe Bedding Bid Item S-2 —Furnish and Install 8" PVC SDR-35 Sewer Line with Pipe Bedding Bid Item S-3 —Furnish and Install 6" PVC SDR-35 Sewer Line with Pipe Bedding Bid Item S-4—Furnish and Install 4" PVC SDR-35 Sewer Lateral Bid Item S-5 —Construct 48" Sewer Manhole Bid Item S-6—Construct Sewer Clean-out Bid Item S-7 —Break into Existing Sewer Manhole and Connect PVC Sewer Pipe Bid Item S-8 —Furnish and Install 4"x 6" PVC Reducer Bid Item S-9—Abandon Existing Sewer Line Bid Item 5-10—Abandon Existing Sewer Manhole to grade. Bid Item 5-11 —Adjust to Grade Existing Sewer Manhole. Bid Item S-12—Sewer By-Pass Pumping. Water Improvements: Bid Item W-1 —Furnish and Install Bullard. Bid Item W-2 —Trench, Backfill, and Resurface Street. Bid Item W-3 —Furnish and Install 8" PVC C-900 CL-200 Water Main. Bid Item W-4—Construct Thrust Block. Bid Item W-5 —Construct 45°, 22.5°, or 11.25° Bend. Bid Item W-6—Furnish and Install Air& Vacuum Relief Valve Assembly. Bid Item W-7—Construct Hot Tap Connection. Bid Item W-8 —Furnish and Install 2.5° High Deflection Coupling. Bid Item W-9—Furnish and Install Fire Hydrant Assembly. Bid Item W-10—Furnish and Install 8" Gate Valve and Valve Box Assembly. Bid Item W-11 —Furnish and Install 1" Domestic Water Service with 1"Meter& Box. Street Improvements Bid Item ST-1 — Sawcut and Remove Existing A.C. Pavement. Bid Item ST-2 — Sawcut and Remove Existing Concrete Driveway. Bid Item ST-3 —Construct 4" A.C. street paving. Bid Item ST-4—Construct 5"A.B. for street paving. Bid Item ST-5 —Furnish and Install Precast Concrete Wheelstop. Bid Item ST-6—Paint 4" White Strip. Bid Item ST-7—Construct 5" Concrete Driveway with No. 3 bars @ 24" O.C. Bid Item ST-8 —Furnish and Install NDS Dura Channel Drain and Grate. Bid Item ST-9—Remove Existing Speed Bump and reconstruct at different location. Precise Grading Bid Item PG-1 —Construct 4" A.C. driveway paving. Bid Item PG-2 —Construct 5"A.B. for driveway paving. Bid Item PG-3 —Construct Dry Well. Bid Item PG-4—Furnish and Install EcoRain Systems Raintanks. Bid Item PG-5 —Furnish and Install 36" RCP. Bid Item PG-6—Construct 10' Wide Dirt Equestrian Trail. Bid Item PG-7—Construct 4" Perforated PVC Pipe Bioretention Swale Subdrain. Bid Item PG-8 —Construct Headwall, Pipe Inlet, and Concrete Pad. Bid Item PG-9—Install Trash Rack. Bid Item PG-10—Furnish and Install 12" Atrium Grate. Bid Item PG-11 —Construct Junction Structure with Pressure Manhole Shaft. Bid Item PG-12—Furnish and Install 4" Perforated PVC Subdrain Pipe. Bid Item PG-13 —Furnish and Install 4" PVC Drain Pipe. Bid Item PG-14—Furnish and Install 6" PVC Drain Pipe. Bid Item PG-15 —Furnish and Install 8"PVC Drain Pipe. Bid Item PG-16—Furnish and Install 10" PVC Drain Pipe. Bid Item PG-17—Furnish and Install Bollard. Building Bid Item B-I—Construct raised concrete foundations for all 7-NC-01 Silvercrest MFD. homes. Bid Item B-2—Construct raised concrete foundations for all 3-NC-11047 Silvercrest MFD. homes. Bid Item B-3 —Furnish and Install on foundations 7-NC-01 Silvercrest MFD. homes. Bid Item B-4—Furnish and Install on foundations 3-NC-11047 Silvercrest MFD. homes. Bid Item B-5 —Construct covered front.porches,decks,railings and ramps. Bid Item B-6—Construct carports with storage cabinets. Bid Item B-7—Furnish and Install concrete wheel stops in carports. Bid Item B-8 —Construct concrete pads for picnic tables. Bid Item B-9 — Supply and install two 8' long picnic tables. Bid Item B-10—Supply and install two trash receptacles. Bid Item B-I 1 — Supply and install dog valet pet waste station. Bid Item B-12—Construct concrete and stone entry pilasters. Bid Item B-13 —Fabricate and Install One Street Light. Bid Item B-14— Construct Concrete pad and footing for mail box and pedestal. Bid Item B-15 —Furnish and Install 12 unit, Type 11, Cluster Mail Box on Pedestal. Bid Item B-16—Construct Concrete and Stone Bridge. Bid Item B-17—Construct Concrete Sidewalks with raised stoops at all homes. Bid Item B-18—Construct 4' High Wood Fence Enclosures at all homes Bid Item B-19—Construct Equestrian Fence Domestic Water Irrigation Equipment Bid Item DI-I —Furnish and install point of connection to 1'/2"water meter. Bid Item DI-2 —Furnish and install 2" Brass Gate valves. Bid Item DI-3 —Furnish and install 1'/z"reduced pressure principle backflow preventer. Bid Item DI-4—Furnish and install backflow enclosure. Bid Item DI-5 —Furnish and install booster pump with electrical connection. Bid Item DI-6—Furnish and install 2"plastic pressure reducing master valve. Bid Item DI-7—Furnish and install 11/4'plastic flow sensor. Bid Item DI-8 —Furnish and install 3/4' brass quick couplers. Bid Item DI-9—Furnish and install I" automatic control valves. Bid Item DI-10—Furnish and install 1'/�" automatic control valves. Bid Item DI-11 —Furnish and install 120/240 VAC power meter. Bid Item DI-12—Furnish and install automatic irrigation control timer. Bid Item DI-13 —Furnish and install connector from meter to timer. Bid Item DI-14—Furnish and install 2"mainline and fittings. Bid Item DI-15 —Furnish and install buried non-pressure laterals and fittings. Bid Item DI-16—Furnish and install #14 AWG irrigation control wire. Bid Item DI-17—Furnish and install Rainbird 1812 pop up spray heads. Bid Item DI-18 —Furnish and install Rainbird 1804 pop up strip bubblers. Bid Item DI-19—Furnish and install Rainbird 1804 SAM PRS 4"pop up bubbler heads with PCS screens. Bid Item DI-20—Furnish and install Rainbird 1812 SAM PRS 12"pop up spray heads with Rotary nozzles. Bid Item DI-21 — Furnish and install Rainbird 1806 SAM PRS NP 6" pop up spray heads with 5H-B bubblers with PCS screens. Bid Item DI-22—Furnish and install 2" Schedule 40 PVC sleeving. Bid Item DI-23 —Furnish and install 3" Schedule 40 PVC sleeving. Bid Item DI-24—Furnish and install 4" Schedule 40 PVC sleeving. Future Recycled Water Irrigation Equipment Bid Item RI-I —Furnish and install point of connection to existing 1-1/2" water meter. Bid Item RI-2—Furnish and install 2" Brass Gate valves. Bid Item RI-3 —Furnish and install Reduce pressure principle backflow preventer. Bid Item RI-4—Furnish and install vandal resistant backflow enclosure. Bid Item RI-5 — Furnish and install 1'/4" Schedule 80 PVC basket strainer with 80 mesh stainless steel screen. Bid Item RI-6—Furnish and install booster pump with electrical connection. Bid Item RI-7 —Furnish and install 2" plastic pressure reducing master valve with purple knobs. Bid Item RI-8—Furnish and install 1'/4"plastic flow sensor: Bid Item RI-9 —Furnish and install 1/4"brass quick couplers. Bid Item RI-10 —Furnish and install 1"plastic automatic control valves. Bid Item RI-11 —Furnish and install 1'/2" automatic control valves with purple valves. Bid Item RI-12—Furnish and install 120/240 VAC power meter. Bid Item RI-13 —Furnish and install automatic irrigation control timer. Bid Item RI-14 —Furnish and install connector from meter to timer. Bid Item RI-15 —Furnish and install purple Schedule 40 2" PVC mainline and fittings. Bid Item RI-16—Furnish and install purple Schedule 40 non-pressure laterals and fittings. Bid Item RI-17 — Furnish and install purple Schedule 40 UVR PVC non pressure lateral piping and fittings on grade. Bid Item RI-18 —Furnish and install #14 AWG irrigation control wire. Bid Item RI-19—Furnish and install Rainbird 1812 SAM PRS NP 12"pop up spray heads with MPR nozzles. Bid Item RI-20 —Furnish and install Rainbird PR8S PRS spray heads on riser with check valve and MPR nozzles. Bid Item RI-21 —Furnish and install Rainbird 1804 SAM PRS 4"pop up bubbler heads with PCS screens. Bid Item RI-22—Furnish and install Rainbird 1812 SAM PRS 12"pop up spray heads with Rotary nozzles. Bid Item RI-23 —Furnish and install Rainbird 5012 PL-R-SAM NP 12"pop up spray heads with MPR nozzles. Bid Item RI-24 — Furnish and install Rainbird PR8S PRS spray heads on riser with check valve and rotary nozzles. Bid Item RI-25—Furnish and install Rainbird 5000 S-PL-R Rotor heads on riser with check valve and MPR nozzles. Bid Item RI-26— Furnish and install Rainbird 1806 SAM PRS NP 6" pop up spray heads with 51-1-13 bubblers with PCS screens. Bid Item RI-27—Furnish and install 2" Schedule 40 PVC sleeving Bid Item RI-28—Furnish and install 4" Schedule 40 PVC sleeving. Bid Item RI-29—Furnish and install recycled water signs. Landscape Bid Item L-1 - Remove existing Willow and Eucalyptus trees. Bid Item L-2 —Prune existing cluster of Pepper trees. Bid Item L-3 —Soil Prep and fine grade all planting areas. Bid Item L-4—Weed Abatement in all landscape areas. Bid Item L-5 — Supply and Install 15 gallon trees. Bid Item L-6—Supply and Install 24"box trees stakes and ties. Bid Item L-7—Hydroseed Bioswale Seed Mix. Bid Item L-8 —Hydroseed Meadow Seed Mix. Bid Item L-9—Hydroseed Low Growing Native Seed Mix. Bid Item L-10—Furnish and Install a 2" layer of Bark Mulch. Bid Item L-11 —Furnish and Install 1 gallon Shrubs. Bid Item L-12—Furnish and Install 5 gallon Shrubs Bid Item L-13 —Allowance for 90 days of landscape maintenance. Bid Item L-14—Furnish and Install 12"-18" Boulders. Bid Item L-15 —Furnish and Install 57 9"-12" Cobbles. Bid Item L-16—Furnish and Install 123 6"-9" Cobbles. Bid Item L-17—Construct 6" concrete Mow Curbs on both sides of DG Path. Bid Item L-18 —Construct and install 3"thick colored, stabilized DG Path. Bid Item L-19—Fabricate and install wood path lights. Bid Item L-20—Construct concrete steps in sidewalks per grading plan. Alternate Bid Items Bid Item A-1 —Cut into Existing Steel Casing and Sewer Line Bid Item A-2—Allowance for Additional 24" box Trees. Bid Item A-3 —Allowance for Additional 5 gallon Shrubs. Bid Item A-4—Allowance for Additional 1 gallon Shrubs APPENDICES: Appendix A ...................................................................................Site Plan& Limit of Work Appendix B ....................................................................Soils Report Appendix C ...................................................................BMP Handbook THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE I1— 10 UNITS LOS RIOS HISTORIC DISTRICT NOTICE INVITING BIDS Public notice is hereby given that the San Juan Capistrano Community Redevelopment Agency will, Lip to o 2 p.m., on the 17`s day of November 2008, receive sealed proposals or bids for the IMPROVEMENT PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT, PHASE II — 10 UNITS, LOS RIOS HISTORIC DISTRICT in accordance with the approved Plans,Specifications, Special Provisions,and the Standard Specification for Public Works Construction 2006 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall,32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Any person desiring to submit a bid proposal in response to this bid package must first purchase the bid package. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or bidder's bond payable to the San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 1 p.m. on the 28th day of October, 2008, 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 San Juan Capistrano Community Redevelopment Agency 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 Board of Directors reserves the right to reject any and all bids received and to compare the 1 relative merits of the respective bids and to choose that, which in the opinion of the San Juan Capistrano Community Redevelopment Agency,will best serve the interests or needs of the City of San Juan Capistrano. A time limit of two hundred forty (240) 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 ger 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$90,non-refundable,is required for obtaining each set of plans and specifications. There will be a $10 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License Number and Classification of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the Board of Directors of the City of San Juan Capistrano Community Redevelopment Agency and is dated the 25`h day of September, 2008. Before contacting City staff,please check the City of San Juan Capistrano's website for information regarding any questions. hlW://www.sanivanc!ipistrano.or If you are unable to find an answer on the website please contact Margaret R. Monahan. CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 2 BID PROPOSAL For the: THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT From: Contractor, License No. & Classification To the Members of the Board of Directors San Juan Capistrano Community Redevelopment Agency 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, 2006 Edition, including all supplements therefore, read the Instructions to Bidders,and is familiar with all proposal requirements,and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein,for the unit price or lump sum given on the following pages of this proposal,amounting to a total of: Words Figures Said amount to include and cover all taxes,the furnishing of all materials,the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction;also,the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the San Juan Capistrano Community Redevelopment Agency 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 two hundred forty(240)calendar days, and ninety(90)calendar days thereafter for the landscape maintenance. 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 3 comparison of bids. It is understood that the San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 Board of Directors,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 San Juan Capistrano Community Redevelopment Agency 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: Licensed in accordance with an act providing for the registration of contractors -- License No. and Classification Signature of Bidder: 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.) Dated: Business Address Dated: Telephone Number Further,the undersigned bidder certifies that he has thoroughly checked the figures set forth in this proposal,that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: Signature of Bidder Dated: Telephone Number 5 SCHEDULE OF WORK ITEMS THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT MOBILIZATION. ROUGH GRADING. & EROSION CONTROL Item Approx. Work Items With Unit Price Unit Price Total Amount uanti (Written in Words) (In Figures) C-1 1 L.S. Project Survey for the lump sum price of $ $ dollars. C-2 I L.S. Establish Centerline Ties and Monuments $ $ for the lump sum price of dollars. C-3 1 L.S. Mobilization for the lump sum price of $ $ dollars. C-4 1 L.S. Clear and Grub for the lump sum price of $ $ dollars. C-5 1 L.S. Remove and Dispose of Existing Headwall $ $ and Trash Rack for the lump sum of dollars. C-6 1 L.S. Construct Desilting Basin for the lump sum $ $ of dollars. C-7 1 EA. Construct Concrete Collar for the unit price $ $ of dollars per each. 6 C-8 1 L.S. Provide On-Site BMPs and Erosion Control $ $ for the duration of the construction(Rough Grade &Precise Grade) per the Erosion Control Plans for the lump sum of dollars. MOBILIZATION, ROUGH GRADING, BMP SUB-TOTAL $ SEWER IMPROVEMENTS Item Approx. Work Items With Unit Price Unit Price Total Amount uanti (Written in Words) (In Figures) S-1 62 L.F. Furnish and Install 15" PVC SDR-35 Sewer $ $ Line with Pipe Bedding for the unit price of dollars per linear foot. S-2 295 L.F. Furnish and Install 8"PVC SDR-35 Sewer $ $ Line with Pipe Bedding for the unit price of dollars per linear foot. S-3 165 L.F. Furnish and Install 6" PVC SDR-35 Sewer $ $ Line with Pipe Bedding for the unit price of dollars per linear foot. S-4 283 L.F. Furnish and Install 4" PVC SDR-35 Sewer $ $ Lateral for the unit price of dollars per linear foot. S-5 3 EA. Construct 48" Sewer Manhole for the unit $ $ price of dollars per each. S-6 15 EA. Construct Sewer Clean-out for the unit price $ $ of dollars per each. S-7 3 EA. Break into Existing Sewer Manhole and $ $ Connect PVC Sewer Pipe Modifying Manhole Bottom as Required for the unit price of dollars per each. S-8 1 EA. Furnish and Install 4"x6" Reducer for the $ $ unit price of dollars per each. 8 S-9 273 L.F. Abandon and Remove Existing Sewer Line $ $ for the unit price of dollars per linear foot. 5-10 2 EA. Abandon and Remove Existing Sewer $ $ Manhole for the unit price of dollars per each. 5-11 4 EA. Adjust to Grade Existing Sewer Manhole for $ $ the unit price of dollars per each. S-12 1 LS Supply and implement sewer by-pass $ $ pumping for the lump sum of dollars. SEWER IMPROVEMENTS SUB-TOTAL $ 9 WATER IMPROVEMENTS Item Approx. Work Items With Unit Price Unit Price Total Amount uantit (Written in Words) (In Fi ig Cres) W-1 11 EA. Furnish and Install Bollard for the unit price $ $ of dollars per each. W-2 29 L.F. Trench, Backfill, and Resurface Street for $ $ the unit price of dollars per linear foot. W-3 719 L.F. Construct 8" PVC C-900 CL-200 Water $ $ Main for the unit price of dollars per linear foot. W-4 15 EA. Construct Thrust Block for the unit price of $ $ dollars per each. W-5 13 EA. Construct 45°, 22.5°, 11.25° Bend for the $ $ unit price of dollars per each. W-6 I EA. Construct Air & Vacuum Relief Valve for $ $ the unit price of dollars per each. W-7 2 EA. Construct Hot Tap Connection for the unit $ $ price of dollars per each. W-8 4 EA. Furnish and Install 2.5° High Deflection $ $ Coupling (HD)for the unit price of dollars per each. 10 W-9 2 EA. Construct Fire Hydrant Assembly for the $ $ unit price of dollars per each. W-10 5 EA. Construct 8" Gate Valve and Valve Box $ $ Assembly for the unit price of dollars per each. W-11 10 EA. Construct 1"Domestic Water Service with $ $ 1" Meter& Box for the unit price of dollars per each. WATERIMPROVEMENTS SUB-TOTAL $ 11 STREET IMPROVEMENTS Item Approx. Work Items With Unit Price Unit Price Total Amount uanti (Written in Words) (In Fiaures) ST-1 708 S.F. Sawcut and Remove Existing A.C. Pavement $ $ for the unit price of dollars per square foot. ST-2 297 S.F. Sawcut and Remove Existing Concrete $ $ Driveway for the unit price of dollars per square foot. ST-3 325 Tons. Construct 4" A.0 street paving. Actual R $ $ Value to be confirmed onsite and verified by soils engineer for the unit price of dollars per ton. ST-4 207 CY. Construct 5"A.B. for street paving. Actual $ $ R Value to be confirmed onsite and verified by soils engineer for the unit price of dollars per cubic yard. ST-5 10 EA. Install Precast Concrete Wheelstop for the $ $ unit price of dollars per each. ST-6 115 L.F. Paint 4" White Strip for the unit price of $ $ dollars per linear foot. ST-7 241 S.F. Construct 5" Concrete Driveway with No. 3 $ $ Bars @ 24" O.C. for the unit price of dollars per square foot. 12 ST-8 22 L.F. Install NDS Dura Channel Drain Part No. $ $ 600 with DS-221 Grate for the unit price dollars per linear foot. ST-9 1 L.S. Remove Existing Speed Bump and Construct $ $ Speed Bump of Equal Dimensions on Ramos Street Immediately East of"A" Street Intersection for the lump sum price of dollars. STREET IMPROVEMENTS SUB-TOTAL $ 13 PRECISE GRADING Item Approx. Work Items With Unit Price Unit Price Total Amount uanti (Written in Words) (In Fieures) PG-1 65,TON Construct 4"A.C. driveway paving. Actual $ $ R value to be Confirmed Onsite and Verified by the Soils Engineer for the unit price of dollars per ton. PG-2 42 CY Construct 5" A.B. for driveway paving. $ $ Actual R Value to be Confirmed Onsite and Verified by the Soils Engineer for the unit price of dollars per cubic yard. PG-3 1 L.S. Construct Dry Well for the lump sum of $ $ dollars. PG-4 I L.S. Furnish and install EcoRain Systems $ $ Raintanks for the lump sum of dollars. PG-5 12 L.F. Furnish and install 36" RCP for the unit $ $ price of dollars per linear foot. PG-6 462 L.F. Construct 10' Wide Dirt Equestrian Trail for $ $ the unit price of dollar per linear foot. PG-7 521 L.F. Furnish and install 4" Perforated PVC Pipe $ $ Bioretention Swale Subdrain for the unit price of dollars per linear foot. 14 PG-8 1 L.S. Construct Headwall, Pipe Inlet, and Concrete $ $ Pad for the lump sum of dollars. PG-9 1 EA. Furnish and install Trash Rack for the unit $ $ price of dollars per each. PG-10 5 EA. Furnish and install 12"Atrium Grate (NDS $ $ 1280) for the unit price of dollars per each. PG-11 1 EA. Construct Junction Structure with Pressure $ $ Manhole Shaft and Pressure Plate Detail without Reducer for the unit price of dollars per each. PG-12 84 L.F. Furnish and install 4" Perforated PVC $ $ Subdrain pipe for the unit price of dollars per linear foot. PG-13 181 L.F. Furnish and install 4" PVC pipe for the unit $ $ price of dollars per linear foot. PG-14 81 L.F. Furnish and install 6" PVC pipe for the unit $ $ price of dollars per linear foot. PG-15 182 L.F. Furnish and install 8" PVC pipe for the unit $ $ price of dollars per linear foot. PG-16 123 L.F. Furnish and install 10"PVC pipe for the unit $ $ price of dollars per linear foot. 15 PG-17 2 EA. Furnish and install Bollard for the unit price $ $ of dollars per each. PRECISE GRADING SUB-TOTAL $ 16 BUILDING Item Approx. Work Items With Unit Price Unit Price Total Amount uand (Written in Words) (In Figures) B-1 7 EA Construct raised concrete foundations for 2 $ $ bedroom (NC-01) Silvercrest manufactured homes for the unit price of dollars per each. B-2 3 EA Construct raised concrete foundations for 1 $ $ bedroom (NC-11047) Silvercreset manufactured homes for the unit price of dollars per each. B-3 7 EA Supply and install on foundations the 2 $ $ bedroom (NC-01) Silvercrest manufactured homes with covered front porches & decks for the unit price of dollars per each as specified in the architecture plans. B-4 3 EA Supply and install on foundations the 1 $ $ bedroom (NC-11047) Silvercrest manufactured homes for the unit price of dollars per each as specified in the architecture plans. B-5 3 EA Construct covered front porches, steps, $ $ decks, railings and ramps for all l bedroom (NC-11047) Silvercrest homes for the unit price of dollars per each per the details on the architecture plans. B-6 10 EA Construct carports with storage cabinets for $ $ all homes for the unit price of dollars per each per the details on the architecture plans. 17 B-7 10 EA Supply and install concrete wheel stops for $ $ all carports for the unit price of dollars per each per landscape architect's details. B-8 286 SF Construct 2 concrete pads for picnic tables $ $ for the unit price of dollars per square foot per detail k/L-3 on the landscape plans. B-9 2 EA Supply and install 8' long picnic tables for $ $ the unit price of dollars per each per detail k/L-3 on the landscape plans. B-10 2 EA Supply and install trash receptacles for the $ $ unit price of dollars per each per detail k/L-3 on the landscape plans. B-11 1 EA Supply and install one Dog Valet Pet Waste $ $ Station with conc. footing for the unit price of dollars per each per the Amenity Schedule on the landscape plans. B-12 2 EA Construct concrete/stone entry pilasters for $ $ the unit price of dollars per each per detail i/L-3 on the landscape plans. B-13 1 EA Fabricate and install one street light for the $ $ unit price of dollars per each per detail d/L-5 on the landscape plans B-14 16 SF Construct concrete pad and foundation for $ $ Mail Box and pedestal for the lump sum of dollars per square foot per detail h/L-3 on the landscape plans. B-15 1 EA Supply and install one 12 Unit Type 11 $ $ Cluster Mail Box on pedestal for the unit price of dollars per each per detail h/L-3 on the landscape plans. 18 B-16 1 LS Construct Bridge per detail c/L-4 of the $ $ landscape plans for the price of dollars. B-17 2,304 SF Construct 4"thick sidewalks with stoops at $ $ all houses for the unit price of dollars per square foot per detail b/L-5 on the landscape plans. B-18 373 LF Construct 4'high wood fence enclosure at all $ $ houses for the unit price of dollars per linear foot per details d/L-5 on the landscape plans. B-19 680 LF Construct equestrian fence for the unit price $ $ of dollars per linear foot per detail a/L-5 on the landscape plans. BUILDING SUB-TOTAL $ 19 Domestic Water Irrieation Equipment DI-1 1 LS Supply and install connection to 1-1/2" water $ $ meter for the irrigation point of connection the unit price of dollars. DI-2 5 EA. Supply and install 2" Brass gate valves for $ $ the unit price of dollars per each. DI-3 1 EA Supply and install 1-1/2" Reduced pressure $ $ backflow preventer with wye strainer for the unit price of dollars per each. DI-4 1 EA Supply and install backflow stainless steel $ $ vandal resistant enclosure for the unit price of dollars per each. DI-5 1 EA Supply and install booster pump with $ $ electrical connection for the unit price of dollars per each. DI-6 1 EA Supply and install 2" Plastic pressure $ $ reducing master valve for the unit price of dollars per each. DI-7 1 EA Supply, install and connect to controller a I- $ $ 1/4"plastic flow sensor for the unit price of dollars per each. DI-8 5 EA. Supply and install 3/4" brass quick coupler $ $ valves for the unit price of dollars per each. 20 DI-9 4 EA. Supply and install I" plastic automatic $ $ control valves for the unit price of dollars per each. DI-10 4 EA. Supply and install 1-1/2"plastic automatic $ $ control valves for the unit price of dollars per each. DI-11 1 EA. Supply and install 120/240 VAC power $ $ meter for the irrigation control timer for the unit price of dollars per each. DI-12 1 EA. Supply and install automatic irrigation $ $ control rimer in a stainless steel enclosure for the unit price of dollars per each. DI-13 1 LS Supply and install connection from electrical $ $ meter to irrigation control timer for the unit price of dollars. DI-14 650 L.F. Supply and install 2" Schedule 40 PVC $ $ mainline and fittings for the unit price of dollars per lineal foot. DI-15 3,800 L.F. Supply and install Schedule 40 PVC non $ $ pressure lateral piping and fittings for the unit price of dollars per lineal foot. DI-16 4,250 L.F. Supply and install #14 AWG irrigation $ $ control wire including lead wire, common wire and extra wires for the unit price of dollars per lineal foot. 21 DI-17 201 EA. Supply and install Rainbird 1812 SAM PRS $ $ 12"pop up spray heads with MPR nozzles per plan for the unit price of dollars per each. DI-18 54 EA. Supply and install Rainbird PARS PRS spray $ $ heads on riser with check valve and MPR nozzles per plan for the unit price of dollars per each. DI-19 62 EA. Supply and install Rainbird 1804 SAM PRS $ $ 4"pop up strip bubblers with PCS screens per plan for the unit price of dollars per each. DI-20 18 EA. Supply and install Rainbird 1812 SAM PRS $ $ 12"pop up spray heads with rotary nozzles per plan for the unit price of dollars per each. DI-21 54 EA. Supply and install Rainbird 1806 SAM PRS $ $ 6"pop up 5H-13 bubblers with PCS screens per plan for the unit price of dollars per each. DI-22 300 L.F. Supply and install 2" Schedule 40 PVC $ $ sleeving per plan for the unit price of dollars per lineal foot. DI-23 50 L.F. Supply and install 3" Schedule 40 PVC $ $ sleeving per plan for the unit price of dollars per lineal foot. DI-24 500 L.F. Supply and install 4" Schedule 40 PVC $ $ sleeving per plan for the unit price of dollars per lineal foot. DOMESTIC IRRIGATION SUB-TOTAL $ 22 Future Recycled Water Irritation Equipment Rl-1 1 LS Supply and install connection to 1-1/2" water $ $ meter for the irrigation point of connection the unit price of dollars. RI-2 8 EA. Supply and install 2" Brass gate valves for $ $ the unit price of dollars per each. RI-3 1 EA Supply and install 1-1/2" Reduced pressure $ $ backflow preventer with wye strainer for the unit price of dollars per each. RI-4 1 EA Supply and install backflow stainless steel $ $ vandal resistant enclosure for the unit price of dollars per each. RI-5 1 EA Supply and install 1-1/2" Schedule 80 PVC $ $ Basket Strainer with 80 mesh stainless steel screen for the unit price of dollars per each. RI-6 1 EA Supply and install booster pump with $ $ electrical connection for the unit price of dollars per each. RI-7 1 EA Supply and install 2" Plastic pressure $ $ reducing master valve with purple knobs for the unit price of dollars per each. RI-8 1 EA Supply, install and connect to controller a 1- $ $ 1/4"plastic flow sensor for the unit price of dollars per each. 23 RI-9 7 EA. Supply and install 3/4" brass recycled water $ $ quick coupler valves for the unit price of dollars per each. RI-10 15 EA. Supply and install 1" plastic automatic $ $ control valves with purple knobs for the unit price of dollars per each. RI-1 I 1 EA. Supply and install 1-1/2" plastic automatic $ $ control valves with purple knobs for the unit price of dollars per each. RI-12 1 EA. Supply and install 120/240 VAC power $ $ meter for the irrigation control timer for the unit price of dollars per each. RI-13 1 EA. Supply and install automatic irrigation $ $ control timer in a stainless steel enclosure for the unit price of dollars per each. RI-14 1 LS Supply and install connection from electrical $ $ meter to irrigation control timer for the unit price of dollars. RI-15 700 L.F. Supply and install Purple 2" Schedule 40 $ $ PVC mainline and fittings for the unit price of dollars per lineal foot. RI-16 4,550 L.F. Supply and install Purple Schedule 40 PVC $ $ non pressure lateral piping and fittings for the unit price of dollars per lineal foot. 24 RI-17 575 L.F. Supply and install Purple Schedule 40 $ $ Ultraviolet resistant (UVR) PVC non pressure lateral piping and fittings on grade for the unit price of dollars per lineal foot. RI-18 6,200 L.F. Supply and install #14 AWG irrigation $ $ control wire including lead wire, common wire and extra wires for the unit price of dollars per lineal foot. RI-19 131 EA. Supply and install Rainbird 1812 SAM PRS $ $ NP 12" pop up spray heads with MPR nozzles per plan for the unit price of dollars per each. RI-20 22 EA. Supply and install Rainbird PA8S PRS spray $ $ heads on riser with check valve and MPR nozzles per plan for the unit price of dollars per each. RI-21 2 EA. Supply and install Rainbird 1804 SAM PRS $ $ NP 4" pop up strip bubblers with PCS screens per plan for the unit price of dollars per each. RI-22 29 EA. Supply and install Rainbird 1812 SAM PRS $ $ NP 12"pop up spray heads with rotary nozzles per plan for the unit price of dollars per each. RI-23 23 EA. Supply and install Rainbird 5012 PL-R-SAM $ $ NP 12" pop up rotor heads with MPR nozzles per plan for the unit price of dollars per each. RI-24 19 EA. Supply and install Rainbird PA8S PRS spray $ $ heads on riser with check valve and rotary nozzles per plan for the unit price of dollars per each. 25 RI-25 7 EA. Supply and install Rainbird 50005-PL-R $ $ rotor heads on riser with check valve and MPR nozzles per plan for the unit price of dollars per each. RI-26 111 EA. Supply and install Rainbird 1806 SAM PRS $ $ NP 6" pop up 5H-13 bubblers with PCS screens per plan for the unit price of dollars per each. RI-27 100 L.F. Supply and install 2" Schedule 40 PVC $ $ sleeving per plan for the unit price of dollars per lineal foot. RI-28 175 L.F. Supply and install 4" Schedule 40 PVC $ $ sleeving per plan for the unit price of dollars per lineal foot. RI-29 2 EA. Supply and install recycled water signs for $ $ the unit price of dollars per each. FUTURE RECYCLED WATER IRRIGATION EQUIPMENT SUB-TOTAL $ 26 LANDSCAPE Item Approx. Work Items With Unit Price Unit Price Total Amount uantit (Written in Words) (In Figures) L-1 1 LS Remove existing Willow& Eucalyptus trees $ $ and roots for the lump sum of dollars. L-2 1 LS Clean and trim by a certified arborist and $ $ protect in place the existing cluster of Pepper trees in the center of the site, for the lump sum of dollars. L-3 34,997 SF Soil prep and fine grade all landscape areas $ $ for the unit price of dollars per square foot. L-4 34,997 SF Weed abatement in all landscape areas for $ $ the unit price of dollars per square foot. L-5 10 EA Supply and install 15 gal. trees as shown on $ $ the landscape plans for the unit price of dollars per each. L-6 45 EA Supply and install 24"box trees stakes and $ $ ties as shown on the landscape plans for the unit price of dollars per each. L-7 8,154 SF Hydroseed Bioswale seed mix as specified in $ $ the Ground Cover Schedule of the landscape plans for the unit price of dollars per square foot. 27 L-8 5,045 SF Hydroseed Meadow seed mix as specified in $ $ the Ground Cover Schedule of the landscape plans for the unit price of dollars per square foot. L-9 13,567 SF Hydroseed Low Growing Native seed mix as $ $ specified in the Ground Cover Schedule of the landscape plans for the unit price of dollars per square foot. L-10 216 CY Supply and install a 2" deep layer of Bark $ $ Mulch in all landscape areas for the unit price of dollars per cubic yard. L-11 418 EA Supply and install 1 gal. shrubs (mostly CA $ $ natives) as shown on the landscape plans for the unit price of dollars per each. L-12 762 EA Supply and install 5 gal. shrubs (mostly CA $ $ natives) as shown on the landscape plans for the unit price of dollars per each. L-13 90 DAYS 90 Day Landscape Maintenance for the unit $ $ price of dollars per day. L-14 36 EA Supply and install 12"-18" Boulders as $ $ shown on the landscape plans for the unit price of dollars per each per schedule on detail b/L-4 on the landscape plans. L-15 1 LS Supply and install 57-9"-12" Cobbles as $ $ directed by the landscape architect for the lump sum of dollars per schedule on detail b/L-4 on the landscape plans. 28 L-16 1 LS Supply and install 123-6"-9" Cobbles as $ $ directed by the landscape architect for the lump sum of dollars per schedule on detail b/L-4 on the landscape plans. L-17 48 LF Construct concrete steps in sidewalks per $ $ grading plans for the unit price of dollars per linear foot. L-18 496 LF Construct 6" concrete mow curbs on both $ $ sides of DG path for the unit price of dollars per linear foot per detail c/L-5 on landscape plans. L-19 744 SF Construct and install 3"thick colored, $ $ stabilized, decomposed granite path for the unit price of dollars per square foot per paving notes on sheet L-2 of the landscape plans. L-20 3 EA Fabricate and install wood path lights for the $ $ unit price of dollars per each per detail a/L-4 on the landscape plans. LANDSCAPE SUB-TOTAL $ Total Bid Price (Enter here and on Page 5) Words Figures ALTERNATIVE BID ITEMS The Contractor shall also provide costs for the following bid alternate items for possible inclusion or substitution(as applicable) of base bid items shown above. 29 Item Annrox. Work Items With Unit Price Unit Price Total Amount uantit (Written in Words) (In Fieures) A-1 1 L.S. Cut into Existing 26"Dia. 0.250" Min. $ $ Thick Steel Casing& 15" PVC SDR-26 PVC Sewer Line for the lump sum of dollars. A-2 3 EA Additional Plant Material—24" box trees $ $ stakes and ties for the unit price of dollars per each. A-3 10 EA Additional Plant Material - 5 gal. shrubs for $ $ the unit price of dollars per each. A-4 30 EA Additional Plant Material - 1 gal. shrubs for $ $ the unit price of dollars per each. ALTERNATE BID ITEMS TOTAL $ 30 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ) SS. County of ) being first duly sworn deposes and says that he is of the party making the foregoing bid;that such bid is not made in the interest of or on behalf of any undisclosed person,partnership,company,association,organization or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid,and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder,or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof,or the contents thereof,or divulged information or data relative thereto,or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, association, organization,bid depository,or to any member or agent thereof,or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. DATED: SIGNATURE On this the day of ,2008,before me,the undersigned,a Notary Public in and for said State, personally appeared , personally known to me/proved to me on the basis of satisfactory evidence,to be the person(s)whose name(s) subscribed to the within instrument, and acknowledge that executed it. WITNESS my hand and official seal. Notary Public in and for said State 31 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 1. 2. 3. 4. 5. 6. 7. 8. BIDDER'S NAME AUTHORIZED SIGNATURE 32 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, 2006 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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. 33 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. Prouocals 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency and,if the bidder shall fail to execute said contract, said surety will 34 pay to the San Juan Capistrano Community Redevelopment Agency the damages which the San Juan Capistrano Community Redevelopment Agency 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. G. Bids shall be delivered to the San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 Rection 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 San Juan Capistrano Community Redevelopment Agency, 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 San Juan Capistrano Community Redevelopment Agency and furnish the stipulated bonds,insurance and 35 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. 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. Time Performance The work shall be commenced within fifteen (15) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of ( )calendar days from the date specified in the Notice to Proceed has been set for completion of the work. The bidder's attention is directed to the specifications as to provisions for extension of time of completion and/or assessment of liquidated damages. Assignment of Contract No assignment by the Contractor of any contract to be entered into hereunder or any part thereof,or of funds to be received thereunder by the Contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and the surety has been given notice of such assignment in writing and has consented thereto in writing. Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City of San Juan Capistrano pursuant to said Code and as listed in the "Notice Inviting Bids." 36 Construction Permits It shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. The Contractor will be required to execute a no fee City Encroachment Permit for construction work under this contract. This Encroachment Permit does not satisfy the requirement for transportation permits for overload or overweight vehicles. The Contractor shall contact the Public Works Division for issuance of these permits, which will be issued no fee. 37 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 San Juan Capistrano Community Redevelopment Agency,Obligee,hereinafter called Agency, 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 200_, for the construction of for the San Juan Capistrano Community Redevelopment Agency, 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 Agency 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 material men,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 Agency,pay the Agency the difference between the amount specified in said bid and the amount for which the Agency 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 therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by Agency in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. 38 IN WITNESS WHEREOF,the above-bounden parties have executed this instrument under their several seals this day of ,200,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: APPROVED AS TO FORM: Omar Sandoval, Agency Attorney 39 PERFORMANCE BOND WHEREAS, the Board of Directors of the San Juan Capistrano Community Redevelopment Agency, State of California, and (hereafter designated as "Principal"), have entered into a Agreement dated , 20 , and made a part hereof; and NOW, THEREFORE, we, the Principal and as Surety, are held firmly bound unto the San Juan Capistrano Community Redevelopment Agency (hereafter called "Obligee"), in the sum of dollars, lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators,jointly and severally, firmly by these presents. NOW, THEREFORE, the condition of this obligation is such that if Principal shall promptly and faithfully perform the improvements identified in the Agreement, then the obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives any rights, if there be any,to require that a demand be made first against the Principal in the event of default. BE IT FURTHER RESOLVED: 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 San Juan Capistrano Community Redevelopment Agency, State of California in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. 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 there under, shall in any way affect its obligations or 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 there under. Executed this day of 120 , at California. 40 PRINCIPAL (NOTARIZATION AND SEAL) APPROVED AS TO FORM: SURETY Omar Sandoval, City Attorney (NOTARIZATION AND SEAL) Premium Included 41 LABOR AND MATERIALS BOND KNOW ALL MEN BY THESE PRESENTS: that WHEREAS, the San Juan Capistrano Community Redevelopment Agency, 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 San Juan Capistrano Community Redevelopment Agency, 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 shall 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. 42 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 there under 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 there under. As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees,incurred by Agency in successfully enforcing such obligation,all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of 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 1200. 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: Its: SURETY By: APPROVED AS TO FORM: Its: Omar Sandoval, Agency Attorney 43 GENERAL PROJECT SPECIFICATIONS SECTION 1 —SCOPE OF WORK The work to be done consists of furnishing all materials, equipment,tools, labor, and incidentals as required by the Contract Plans, Specifications, and Contract Documents. The general items of work include, but are not limited to, the following: The project includes, but not, limited to: constructing 10 affordable manufactured housing rental units on approximately 1.67 acres in Little Hollywood located at the northern terminus of Paseo Adelanto between Ramos and Mission Street on City owned property. Improvement Plans call for the construction of a new rural asphalt paved road with 10 guest parking spaces. Site drainage is directed towards a bio-swale to treat stormwater runoff before emptying into the nearby channel. The project is proposed to include a shared common area next to an existing cluster of pepper trees. Picnic benches are proposed within this common area. An equestrian trail is proposed on the west side of the project next to the channel with an equestrian bridge that crosses over the proposed bio- swale. A DG pathway is proposed on the easterly side of the project next to existing cactus plants. The project is proposed to include lighting,trash enclosures,landscaping and irrigation systems;and implementation of Best Management Practices(BMP)for storm water pollution prevention during all construction activities; and other general improvements, and recycling of construction and demolition material. Therefore, the project construction will include grading, paving, concrete improvements, utilities construction such as electrical,water,sewer and drainage. SECTION 2--PLANS AND SPECIFICATIONS At a minimum,itemized list shall include the manufacturer's name,catalog number,quantity,type,size, color, weight, finish, function, quality, and installation and fastening methods and instructions. Upon approval of the itemized lists,CONTRACTOR shall furnish six(6)sets of Shop Drawings to the Engineer of all fixtures, materials, and all other appurtenances as indicated or specified. San Juan Capistrano Community Redevelopment Agency will provide structural calculation to the CONTRACTOR. Submittals of the itemized lists, shop drawings, manufacturers' application requirements, product specifications and shall be provided to the Engineer within fifteen(15)working days after the date of the Award of Contract. Except as may otherwise be provided herein, the Engineer will return each submittal to the CONTRACTOR,with his comments noted thereon,within 5 working days following their receipt by the Engineer. It is considered reasonable that the CONTRACTOR shall make complete and acceptable 44 • • submittals to the Engineer by the second submission of a submittal item. The San Juan Capistrano Community Redevelopment Agency reserves the right to withhold monies due to the CONTRACTOR to cover additional costs of the Engineer's review beyond the second submission. Incorporate cost in a bid item. SECTION 3 - LOCATION OF WORK The general locations and limits of the work are as follows: LITTLE HOLLYWOOD EXPANSION 26581 Ramos Street Vacant land at the northern terminus of Paseo Adelanto between Ramos and Mission Streets approximately 1,000 feet north of Del Obispo, 400 feet south of Mission Street. SECTION 4 -TIME FOR COMPLETION The CONTRACTOR shall complete all work in every detail within two hundred forty(240)working days after the first date of work is established in the Notice to Proceed and shall not perform any field work prior to said date. Within the 240 working days, the CONTRACTOR must complete all work in all stages within the number of working days as outlined herein: The CONTRACTOR'S bid prices shall cover all costs resulting from the required staging, and no additional compensation will be allowed for the described staging and order of work. Cost of staging shall be included in the"mobilization"bid item and no additional compensation shall be provided. If any work is done beyond the allowable working days as described in these General Specifications,the CONTRACTOR will be subject to service fees,and liquidated damages per Section 18, Special Provisions of these Specifications. No long-term lane closures are allowed. The CONTRACTOR is only allowed to establish lane closures per the Contract Documents during allowable working hours as outlined in the General Specifications,"Hours of Work". The CONTRACTOR shall adhere to the requirements as outlined in these specifications. The CONTRACTOR shall work within the allowable working hours described in the General Project Specifications, "Hours of Work", section of this Specification. The CONTRACTOR shall pothole existing utilities in advance of any demolition and utility excavations in accordance with Section 19, Special Provisions"Utilities,"of this Contract Document. Said potholing shall be done as part of the allowable working days, and shall be subject to inspection service fees should the total number of working days be exceeded. 45 SECTION 5 - HOURS OF WORK CONTRACTOR'S work activities shall be confined to the following hours: Onsite: Onsite work shall be limited to 7:30 a.m.to 5:00 p.m.,Monday through Friday. Absolutely no work is permitted on Saturdays, Sundays, or Holidays. Offsite: Work in the public right-of-way between 8:30 a.m. and 3:30 p.m.only. Traffic Control per CalTrans Traffic Control Manual or the Work Area Protection and Traffic Control Manual. Two-way traffic shall be maintained at all times. Deviation from these hours will not be permitted without the prior consent of the Engineer,except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the CONTRACTOR. The service fees will be calculated at overtime rates including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the CONTRACTOR. Work shall not interfere with trash pickup or street sweeping of any street within the limits of work. CONTRACTOR shall coordinate with the AGENCY'S trash hauler and street sweeper in accordance with the requirements noted in Section 18, Special Provisions of this Contract Document. SECTION 6 - NOTIFICATION CONTRACTOR shall notify the owners of all utilities and substructures not less than ten (10) working days prior to starting construction. All construction correspondence should start with the project manager and in the event that thei)roiect manager is not reachable, contact the Public Works Division Director. The following list of names and telephone numbers is intended for the convenience of the CONTRACTOR and is not guaranteed to be complete or correct: CITY OF SAN JUAN CAPISTRANO Attention: Nasser Abbaszadeh, Director (949) 443-6398 Public Works Department Ziad Mazboudi, Senior Civil Engineer (949) 443-4413 Water-Quality/Solid Waste Management Douglas Dumhart—Project Manager (949) 443-6316 Economic Development Manager 46 Jack Galaviz, Manager (949) 443-6364 Public Works Department Eric Bowman, Water Engineering Manager (949) 487-4312 Utility Department David Contreras, Senior Planner (949) 443-6320 Community Development Department Terri Delcamp, Historic Preservation Manager (949) 443-6330 Community Development Department Andy Ngo, Engineering Technician II (714) 834-4368 Orange County Flood Control District ARCHAEOLOGIST (949) 753-7001 Attention: PCR, Mitchell W. Marken NATIVE AMERICAN MONITOR (949) 493-0959 Attention: David Belardes UNDERGROUND SERVICE ALERT (800) 227-2600 (DigAlert) Call two working days before you dig SAN DIEGO GAS & ELECTRIC (949) 361-8047 Attention: Patti Good THE GAS COMPANY, DISTRIBUTION (800)427-2200 x AT&T (714) 666-5711 Attention: Becky Brandon COX COMMUNICATIONS (949) 546-2805 Attention: Steve Weibler VERIZON BUSINESS (formally MCI) (626) 666-3526 Attention: Don Beckermann CR&R INCORPORATED (Trash Hauler) (949) 728-0446 Attention: Maria Lazaruk CANNON PACIFIC (Street Sweeper) 47 Other Utilities found in San Juan Capistrano Moulton Niguel Water District (949) 831-2500 Laguna Niguel San Juan Basin Authority (949) 831-2500 SECTION 7 -EMERGENCY INFORMATION The names, addresses, and telephone numbers of the CONTRACTOR and subcontractors, or their representatives,shall be filed with the ENGINEER and the County Sheriffs Department(City of San Juan Capistrano)prior to beginning work. SECTION 8 - COMMUNITY NOTICE CONTRACTOR shall provide and distribute to all adjacent property owners around all portions of the project area,printed door hanging type notices measuring 8 1/2 by 11 inches in size with wording describing as shown on the following page,within ten(10)working days prior to commencing any work, or continuing any work after a period of non-work. The Engineer shall determine when re- notification is required. All costs to be borne by CONTRACTOR. If the CONTRACTOR notifies a street/neighborhood of scheduled work, and the work schedule changes for any reason or in any way,the CONTRACTOR is automatically required to re-notify the area and the Engineer per the requirements herein. All costs to be borne by CONTRACTOR. No additional costs to AGENCY. Proof of all notifications shall be provided to the ENGINEER prior to commencement of work. City will provide map and addresses identifying properties to be noticed. Proof shall consist of a signed letter to the ENGINEER from the CONTRACTOR. 48 NOTICE OF CONSTRUCTION WORK WITHIN THE NEXT FEW DAYS,WORK WILL BE STARTED AT THE TERMINUS OF PASEO ADELANTO. WORK WILL CONSIST OF: The WORK is expected to begin about and be completed by about The WORK may cause some inconvenience, but will be of permanent benefit. We will appreciate your cooperation in the following matters: 1. Please comply with all posted parking restrictions. (72-hour notices will be posted). 2. Please be alert when driving or walking in the construction area. 3. Tools, materials, and equipment are attractive to children. For the safety of the children, please keep them away. 4. Please report all inconvenience to the foreman on the job, or call the CONTRACTOR'S office at the number given below. The WORK is being performed for the San Juan Capistrano Community Redevelopment Agency by: (Firm name, address, and phone number) We will endeavor to complete this work as rapidly as possible and with a minimum of inconvenience to you. If you have any questions regarding the upcoming work, please call the Community Redevelopment Agency representative: Laura Stokes at (949) 443-6313 during normal business hours. Emergencies during non-business hours can be reported to the Orange County Sheriff Dispatch at (949) 770-6011. Sincerely, (Name of supervisor) 49 SECTION 9—CONTRACT DRAWINGS The San Juan Capistrano Community Redevelopment Agency shall furnish the CONTRACTOR a maximum of five(5)sets of Contract Drawings and Specifications without charge. Additional sets will be furnished upon request at the cost of the CONTRACTOR. SECTION 10—STANDARD SPECIFICATIONS All construction shall conform to 2006 edition of the Standard Specifications for Public Works Construction(SSPWC)except as specifically amended by these Contract Documents. All work shall be done in accordance with: (1) Standard Specifications for Public Works Construction (SSPWC), 2006 Edition; (2) these Specifications; (3) the Contract Plans for this project; (4) Orange County Resources and Development Management Department(OCRDMD),2006 Edition;(5)2006 Standard Plans for Public Works Construction(SPPWC), also known in these Contract Documents as APWA (6) Work Area Traffic Control Handbook, Latest Edition; (7) Manual of Uniform Traffic Control Devices(MUTCD),Latest Edition and the MUTCD 2003 California Supplement,Latest Edition;and (8) California Electric Code(CEC), 2004 Edition. Where conflicts exist between the above specifications,they shall be resolved in the order of priority listed above, unless otherwise specified herein. The hereinafter listed documents,except such portions that are hereafter deleted,modified or amended by AGENCY,are in the office of the City Engineer of the City of San Juan Capistrano for examination, are hereby adopted as the standard plans and specifications for the construction, improvement and repair of highways, bridges, flood control and recreation facilities: (a) "Standard Specifications for Public Works Construction(SSPWC)," 2006 edition except Section 307,as published by Building News,Inc.,and those supplements or later editions thereto as may be adopted by resolution of the City Council; as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California. Copies of these Standard Specifications are available from the publisher,Building News,Incorporated, 1612 South Clementine Street,Anaheim, California 92802,telephone (714) 517-0970. (b)Standard Plans,2006 Edition,Orange County Resources&Development Management Department (OCRDMD). (c) 2006 Standard Plans for Public Works Construction (SPPWC), also known in these Contract documents as APWA. (d) "Work Area Protection and Traffic Control Manual," dated April 2006 covering traffic control measures and those supplements or later editions thereto as may be adopted by resolution of the City Council. This Manual is applicable if the designed traffic control does not apply to a specific situation, and can only be used if approved by the Engineer prior to said use. s0 (e) Signing and Striping shall conform to the Manual on Uniform Traffic Control Devices(MUTCD) Latest Edition, and the California Supplement, May 20, 2003. (f)"California Electric Code",2007 Edition. (g) Uniform Building Code(Retaining Walls may force use of UBC) The SSPWC set forth above will control the general provisions, construction materials, and construction methods for this contract, except as amended by the Plans, Special Provisions, or other contract documents. The following Special Provisions are supplementary and in addition to the general provisions of the Standard Specifications unless otherwise noted and the section numbers of these Specifications coincide with those of the said Standard Specifications. Only those sections requiring elaboration, amendments, specifying of options or additions are called out. SECTION 11 —EXCAVATION NOTICE In the event CONTRACTOR is required to dig any trench or excavation that extends deeper than 4 feet below the surface in order to perform the work authorized under this contract,CONTRACTOR agrees to promptly notify AGENCY in writing and before further disturbing the site if any of the conditions set forth below are discovered: 1. Material that the CONTRACTOR believes may be material that is hazardous waste,as defined in Section 25117 of the Health and Safety Code that is required to be removed to a Class I,Class II,or Class III disposal site in accordance with the provisions of existing law. 2. Subsurface or latent physical conditions at the site differing from those indicated. 3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the work of the character provided for in this contract a. AGENCY agrees to promptly investigate the conditions, and if AGENCY finds that the conditions do materially differ,or do involve hazardous waste,and cause a decrease or increase in CONTRACTOR'S cost of, or the time required for, performance of any part of the work, shall issue a change order under the procedures described in this contract. b. That, in the event a dispute arises between AGENCY and CONTRACTOR as to whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in CONTRACTOR'S cost of, or time required for, performance of any part of the work, CONTRACTOR shall not be excused from any scheduled completion date provided for in this Contract,but shall proceed with all work to be performed under the contract. CONTRACTOR shall retain any and all rights provided either by this contract or by law, which pertain to the resolution of disputes and protests between contracting parties. 51 SECTION 12 —RECORD AND AS-BUILT DRAWINGS CONTRACTOR shall provide,and keep up-to-date,a complete As-Built record set of Construction Documents which shall be corrected daily and show the following: 1. Any deviations from the Contract Plans and Specifications. 2. All final locations of all improvements shown on the Contract Plans determined in the field. 3. Exact as-built locations, sizes and kinds of equipment and appurtenances. Prints of the Contract Documents may be obtained from the Engineer for this purpose as described in, "Contract Drawings", in the General Project Specifications Section of this Contract Document. This set of drawings shall be kept on the site and shall be used as a record set. All final locations determined in the field,and any deviations from the Contract Documents,shall be marked in red on this record set to show the as-built conditions. Upon completion of all work, the CONTRACTOR shall return the record set to the Engineer. The As-Built record set shall also serve as work progress sheets and shall be the basis for measurement and payment for work completed. The As-Built record set shall be available at all times for inspection. Upon completion of all work,the CONTRACTOR shall return the complete As-Built record set to the Engineer. As-Built record shall conform to the City's Public Works Policy for "Digital Submission Guidelines" (See Appendix `E'). Final payment will not be made until this requirement is met. Delivery of the As-Built record set will not relieve the CONTRACTOR of the responsibility of furnishing information that may be omitted from the prints. SECTION 13—TEST OF MATERIALS Except as elsewhere specified, the CONTRACTOR will bear the cost of testing material and/or workmanship which meet or exceed the requirements indicated in these Contract Documents. The cost of all other tests, including the re-testing of material or workmanship that fails to pass the first test, shall be borne by the CONTRACTOR. SECTION 14 —CERTIFICATION A Certificate of Compliance shall be furnished prior to the use of any materials for which these Contract Document require that such a certificate be furnished. In addition, when so authorized in these Contract Documents,the Engineer may permit the use of certain materials or assemblies prior 52 0 to sampling and testing if accompanied by a Certificate of Compliance. The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all respects with the requirements of the Contract Documents. A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the certificate. All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the CONTRACTOR of responsibility for incorporating material in the work which conforms to the requirements of the Contract Documents,and any such material not conforming to such requirements will be subject to rejection whether in place or not. Such materials shall include: Decorative Brick and Stone Paving. Decomposed Granite Paving w/ Stabilizer. The AGENCY reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance, or any other reason at the discretion of the AGENCY. The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer. SECTION 15—PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS The CONTRACTOR shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The CONTRACTOR shall document pre-construction conditions of existing public and private improvements within the area of work, and provide a copy to the Engineer prior to the commencement of Work. CONTRACTOR shall provide and install suitable safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the CONTRACTOR'S operation,then they shall be replaced or restored at the CONTRACTOR'S expense to the original condition, if not better, particularly if any such objects are a part of the work being performed as shown on the Contract Documents. Repairs to damaged City facilities shall be made functional immediately. Complete and final repairs must be completed within 5 calendar days. The CONTRACTOR shall relocate,repair,replace,or reestablish all existing improvements within the project limits and any other adjacent area which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, landscaping, etc.) which are damaged or removed as a result of his operations or as required by the Contract Documents, at the CONTRACTOR'S expense, subject to the approval of the Engineer. This includes any damage caused as a result of tracking of asphalt on AGENCY or any other agency owned street. Relocations, repairs,replacements,or reestablishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified by the Engineer. 53 CONTRACTOR shall take all precautionary measures to protect in place all existing trees and landscaping designated to the Protected in Place. No tree roots over one(1)inch in diameter shall be cut without the written permission of the Engineer. Trenching adjacent to existing trees shall be performed in compliance with Section 8, Special Provisions of this Specification. Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectivity reduced by the CONTRACTOR'S operations, such striping or markings shall also be considered as existing improvements and the CONTRACTOR shall repaint or replace such improvements. It shall be the responsibility of the CONTRACTOR to protect all work areas from water intrusion, which could damage excavated areas and sub-base/sub-grade. Any damage resulting from water intrusion shall be repaired at the CONTRACTOR'S expense. THE CONTRACTOR SHALL NOT TRACK TACK MATERIALS OR ASPHALT ONTO ANY STREET, SIDEWALK, DRIVEWAY, OR OTHER IMPROVEMENT AT ANY TIME. IF THE CONTRACTOR DOES NOT CONTROL TRACKING OF MATERIALS, THE CONTRACTOR MAY BE SUBJECTED TO STOP NOTICES. FURTHER,THE CONTRACTOR IS REQUIRED FOR REMOVAL OF ALL TACK OR ASPHALT FROM EXISTING IMPROVEMENTS TO THE SATISFACTION OF THE AGENCY AT THE CONTRACTOR'S EXPENSE. In order to protect existing pavement and/or reduce AC tracking, at the Engineer's discretion, the CONTRACTOR'S haul trucks for AC items and PCC removal may be restricted to 10-wheel dump trucks (no transfer trucks or Semi-trucks will be allowed). If this restriction is imposed, no additional compensation will be allowed All costs to the CONTRACTOR for protecting,removing,restoring,relocating,repairing,replacing, or reestablishing existing improvements shall be included in the various bid items included in the Bid Schedule, and no additional compensation will be allowed. SECTION 16—PUBLIC CONVENIENCE AND SAFETY The CONTRACTOR shall notify the occupants of all affected properties at least 48-hours prior to any temporary obstruction of access. Vehicular and pedestrian access to individual properties shall be maintained, except as required for construction for a reasonable period of time. At a minimum, the CONTRACTOR shall notify the adjacent property owners or as otherwise determined by the Engineer. The pedestrian walkway/sidewalk along Paseo Adelanto, and any other adjacent walkways, shall remain open to the public for the duration of the work. If an existing pedestrian walkway is closed by the CONTRACTOR, an alternate Americans with Disabilities Act(ADA)path of travel shall be provided. The clearance from the pedestrian walkway to any traffic lane shall be 7 feet. All temporary pedestrian walkways shall be in accordance with the Traffic Control Plan and as directed by the Engineer. Prior to any closure, approval shall be obtained from the Engineer. Full 54 compensation for the construction and maintenance of temporary walkways shall be included in the cost of TRAFFIC CONTROL, and no additional compensation will be allowed. The CONTRACTOR is responsible to provide a vacuum/brush type street sweeper continuously during all construction operations where dirt or debris ends up in any public street. This includes any dirt and debris that is tracked from the project site onto adjacent roadways. Hand sweeping will not be an acceptable alternative to a sweeper. The CONTRACTOR shall not perform any work activity that prevents or restricts trash pick up. Coordination with the AGENCY's trash hauler shall be the CONTRACTOR'S responsibility,and no additional compensation will be allowed. If impacts are expected,the CONTRACTOR must notify the AGENCY and the AGENCY trash hauler with a minimum of 48 hours advance notice. The AGENCY's trash hauler contact information is as follows: CR& R INCORPORATED (Trash Hauler) (949) 728-0446 Attention: Maria Lazaruk SECTION 17—STORAGE OF EQUIPMENT AND MATERIALS IN PUBLIC STREETS Construction equipment and materials shall not be stored in any street,road,highway or public right- of-way, unless otherwise approved by the respective agency(s) and the Engineer. All materials and equipment shall be stored elsewhere by the CONTRACTOR in a AGENCY approved Staging Area as described herein. The AGENCY shall designate a Staging Area and provide an exhibit to the CONTRACTOR that describes the size and location. Said Staging Area shall be secured with a 6 foot fence with green mesh. The CONTRACTOR will obtain permission from the AGENCY prior to accessing any Staging Area. Proof of grant of access on the property shall be provided to the Engineer prior to commencement of work. In addition,the Engineer must approve the equipment/office layout of the Staging Area prior to implementation. The CONTRACTOR shall implement all necessary BMP'S within the staging area,per Section 13, Special Provisions and no additional compensation will be allowed. All materials and equipment not installed or used in construction within the daily work period shall be stored in the allowable Staging Area. Construction equipment shall not be stored at the work site before its actual use on the work. The Staging Area shall be maintained in a neat and orderly manner at all times. Due to limited amount of parking in the Project Site area, the CONTRACTOR shall arrange for staff parking outside of the limits of work. At the completion of the project, CONTRACTOR shall restore the Staging Area to the original condition, if not better, unless otherwise specifically directed by the Engineer. 55 Excavated material, except that which is to be used as backfill in the adjacent trench shall be removed within 48 hours unless specifically authorized by the ENGINEER and shall not be stored in public streets, roads, highways or public right-of-way. After placing backfill, all excess material shall be removed immediately from the site. Measurement and Payment The cost of all work associated with the procurement, maintenance, and restoration of the Staging Area for the project shall be borne by the CONTRACTOR, and shall be included with the cost of MOBILIZATION/DEMOBILIZATION. No additional compensation will be considered. SECTION 18—STREET CLOSURES, DETOURS, BARRICADES Street closures will not be allowed, except as specifically permitted by the Engineer. Lane closures will not be allowed during non-working hours. All traffic lanes must be reopened by the end of working hours each day. The CONTRACTOR must accommodate access to all commercial businesses and residential units within the Los Rios District. The CONTRACTOR must provide access at all times to all residences. Where needed, traffic control warning signs, and other traffic control devices shall conform to the Contract Plans and the requirements set forth in these Contract Documents. The CONTRACTOR shall furnish and install all traffic control devices(including but not limited to all applicable barriers,guards,signs,and all other applicable signage and devices advising the public of detours and construction hazards), and flag persons and watchpersons, as required by the appropriate standards or where directed by the Engineer. Electronic reader/arrow signs shall not be permitted on Los Rios Street. CONTRACTOR shall coordinate with the Engineer on the installation location of all signage. SECTION 19—EXAMINATION OF CONTRACT DOCUMENTS The bidder shall examine carefully the entire site of the work, including but not restricted to the conditions and encumbrances related thereto,the Contract Plans and Specifications,and the proposal and contract forms therefore. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of the work to be performed, the quantities of material to be furnished and as to the requirements of the proposal, Contract Plans, Specifications, and the Contract. END OF GENERAL PROJECT SPECIFICATIONS 56 CONTRACT This contract is made and entered into by and between the SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY, hereinafter referred to as "AGENCY" 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 AGENCY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2006 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the AGENCY 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 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. AGENCY 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 S7 agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by AGENCY, should CONTRACTOR fail to complete the work in the specified time;therefore, CONTRACTOR shall pay AGENCY, 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 AGENCY. 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 AGENCY such sum as the Court may judge as reasonable for the legal services of any attorney representing the AGENCY 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 AGENCY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by AGENCY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California,conies of the prevailingrate to 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 apart hereof. CONTRACTOR agrees that he,or any SUB-CONTRACTOR under him,shall pay not less 58 than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the AGENCY 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: $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/not limited to contractual period; $2,000,000 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 AGENCY 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 the AGENCY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify,defend and save harmless the AGENCY,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. AGENCY 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 59 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 AGENCY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight(8)hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF,this contract is executed by the duly authorized agent(s) of AGENCY, pursuant to Board of Directors action, and by CONTRACTOR on the date set before the name of each. San Juan Capistrano Community Redevelopment Agency DATED: BY: MARK NIELSEN, CHAIRMAN BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Margaret R Monahan, City Clerk APPROVED AS TO FORM: Omar Sandoval, City Attorney 60 SPECIAL PROVISIONS SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT SECTION 1 - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction "Green Book", 2006 Edition or as last revised, 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. Any modifications to provisions of the Standard Specifications shall be indicated within these special provisions. SECTION 2 —TERMINATION OF CONTRACT Section 6-5 of the Standard Specifications is hereby modified to include the following: If at any time, in the opinion of the Director of Public Works, 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 Public Works, within the time specified in such notice, the San Juan Capistrano Community Redevelopment Agency,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 San Juan Capistrano Community Redevelopment Agency may designate. Upon such termination, the Contractor's control shall terminate and thereupon the Members of the Board of Directors, 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 San Juan Capistrano Community Redevelopment Agency may deem proper; or the Members of the Board of Directors may annul and cancel the contract and re-let the 61 work or any part thereof. Any excess of cost arising there from over and above the contract price will be charged against the Contractor and his sureties, who will be liable therefore. In the event of such termination, all money due the Contractor retained under the terms of this contract shall be forfeited to the San Juan Capistrano Community Redevelopment Agency;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 San Juan Capistrano Community Redevelopment Agency as provided above, and the Contractor will be credited with any surplus remaining after all just claims for such completion have been paid." SECTION 3—LAWS TO BE OBSERVED Section 7-13 of the Standard Specifications is hereby modified to include the following: "All contractor sand 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 waste hauler for their solid waste handling needs. SECTION 4—FACILITIES FOR CITY PERSONNEL Section 8 of the Standard Specifications is hereby deleted. SECTION 5— SURVEY SERVICES Section 2-9.3 of the Standard Specifications is hereby deleted and replaced with the following: The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for lien 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 of fill to finished grade(or flow line) indicated on a grade sheet. SECTION 6 - 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: 62 AGENCY shall mean San Juan Capistrano Community Redevelopment Agency whenever appropriate. BOARD shall mean the Board of Directors of the San Juan Capistrano Community Redevelopment Agency. CITY shall mean the City of San Juan Capistrano, acting as the sole authorized agent for the San Juan Capistrano Community Redevelopment Agency. ENGINEER shall mean Director of Public Works or other person(s) designated by same. CONTRACTOR shall mean CONTRACTOR as defines herein or his authorized representative. PROJECT MANGER shall mean Economic/Redevelopment Manager or his designee. SECTION 7 - 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 8 - WATER Water will be available from the City of San Juan Capistrano. The AGENCY shall supply temporary construction water services to the project site at no additional cost to the CONTRACTOR. All water facility construction will conform to the"Standard Specifications," City of San Juan Capistrano,and "The Uniform Plumbing Code," 2001 Edition. Contractor shall not modify in any manner the temporary construction water services unless authorized in writing by the Engineer. Use of water shall be limited to construction related activities exclusively. CONTRACTOR is highly encouraged to conserve water. If City identifies abuse of water, CONTRACTOR will be notified to rectify the situation. If follow-up abuse of water is identified,then City will start charging CONTRACTOR for water used at regular City rate. SECTION 9 - INSURANCE AND OVERHEAD COSTS The Contractor shall receive no direct compensation for insurance, overhead and other incidental cost for various items as shown in these Special Provisions such as move in cost,etc. Accordingly, these costs should be prorated to the appropriate bid items. 63 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 10 - 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 11 - PROTECTION OF PRIVATE PROPERTY The CONTRACTOR and all sub-consultants must remain within the construction zone to the best of his/their ability. The Contractor must protect all existing private property,including but not limited to structures, trees and landscaping. Prior to entering any private property, CONTRACTOR shall contact PROJECT MANAGER and secure written approval. SECTION 12 -PROTECTION OF EXISTING TREES All trees that are designated as protected in place shall be protected during construction and at all times. Such trees shall be fenced along the perimeter of the trees drip line with a construction fence and shall be kept free from construction related materials and debris. There shall be NO PARKING or STAGING of any vehicles or construction materials under the drip lines of said trees. The perimeter of the construction fence shall include three(3)rows of sandbags to protect the drip lines of said trees. All construction fences shall include a sign (12" x 12"), along the perimeter that contains the wording: "TREE PROTECTION ZONE - NO PARKING OR STAGING OF ANY VEHICLES OR CONSTRUCTION MATERIALS UNDER THE DRIP LINES OF THESE TREES". Contractor shall construct and install said signs at no additional cost to the City. CONTRACTOR shall take all precautionary measures to protect in place all trees and landscaping 64 designated to be Protected in Place. Whenever roots of existing trees are encountered during the trenching operations, the CONTRACTOR shall re-route the main line trenches, unless otherwise approved by the Engineer. Where it is necessary to excavate adjacent to existing trees, the CONTRACTOR shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two(2)inches and larger in diameter,except directly in the path of pipe or conduit,shall be tunneled under and shall be heavily wrapped with burlap,to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two(2)inches in diameter the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Trenches adjacent to trees should be closed within twenty-four(24)hours;and where this is not possible,the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. SECTION 13—PROTECTION OF LOS RIOS STREET Los Rios Street shall be protected in-place and shall be kept free and clear from construction vehicles and materials at all times. All construction related deliveries to the project site shall be routed via Paseo Adelanto, or as approved by the Engineer. SECTION 14 - 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 15 - PRE-CONSTRUCTION COORDINATION MEETING Prior to the commencement of construction, arrangements will be made for a meeting between the Contractor, Engineer, Inspector, Archaeologist, Native American Monitor, utility representatives, involved agency,city staff,and project consultants. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract,review scheduling,discuss construction 65 methods and clarify inspection procedures. SECTION 16—CONSTRUCTION SCHEDULE The Contractor will be required to submit a complete schedule showing the number of working days required to complete each phase of the project. This schedule shall be approved by the ENGINEER prior to the notice to proceed. SECTION 17-NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PROJECT SITE MAINTENANCE Water Pollution Control. No person shall commence or continue any construction project in the AGENCY that causes the disturbance of existing ground by clearing, grading, saw cutting, or excavating without obtaining a permit from the AGENCY. The CONTRACTOR shall be informed regarding, and shall adhere to,the requirements of the State Water Resources Control Board and the San Diego Regional Water Quality Control Board(RWQCB). All work shall be performed in accordance with: 1. The National Pollutant Discharge Elimination System(NPDES)General Permit for Storm Water Discharges Associated with Construction Activity(General Permit), Water Quality Order 99-08- D WQ,NPDES No. CAS000002 and subsequent modifications,which can be found on the internet at: http://www.waterboards.ca.gov/stormwtr/construction.html 2. The Waste Discharge Requirements for Discharges of Urban Runoff from the Municipal Separate Storm Sewer Systems (MS4s) Water Quality Order No. R9-2002-0001, NPDES NO. CAS0108740; and any subsequent modifications thereof; and 3. As described herein in these Contract Documents. The CONTRACTOR shall prepare a Storm Water Pollution Prevention Plan (SWPPP) and shall implement and maintain all appropriate measures to prevent polluted discharges, including erosion control sediment, from entering storm water conveyance facilities. It is the responsibility of the CONTRACTOR to maintain the site in compliance with the Stormwater regulations. Any fines resulting from non-compliance of the Stormwater regulations imposed on the AGENCY shall be deducted from the CONTRACTOR's retention. Prior to mobilization,the CONTRACTOR'S shall provide the AGENCY with 2 copies of the S WPPP for review. The AGENCY shall file a Notice of Intent (NOI) and obtain a Waste Discharge Identification(WDID)prior to the award of Contract. 66 The following requirements shall apply to all projects undergoing construction in the CITY. The requirements set forth below shall apply at the time of demolition of an existing structure or construction. 1. The CONTRACTOR shall implement of an effective combination of erosion and sediment controls, waste and materials management controls, and other BMPs, as required to minimize transport of pollutants from the site to streets,drainage facilities or adjoining property by wind or runoff,to the maximum extent practicable. If the Engineer determines that the CONTRACTOR'S measures are not adequate, the CONTRACTOR shall provide whatever additional measures are required to achieve compliance. 2. The CONTRACTOR shall designate a qualified person who is trained and competent in the use of Best Management Practices (BMP's) and who shall be on the site daily, although not necessarily full time,to evaluate the conditions of the site with respect to storm water pollution prevention. This person shall ensure the implementation of the conditions of the City of San Juan Capistrano,the S WPPP(as applicable),the Contract Documents,the City's Local water quality ordinance (www.sanjuancapistrano.org), and other State and local regulations and ordinances with respect to control of erosion, sediment and other forms of water pollution,as well as other waste management regulations. Further,this person shall be responsible for monitoring weather and implementation of any emergency plans as needed. The weather shall be monitored on a five-day forecast plan and a full BMP protection plan shall be activated when a 40%chance of rain is forecasted. This person shall also be responsible for overseeing any site grading operations and evaluating the effectiveness of the BMP's. This person shall modify the BMP's as necessary to keep the site in compliance. This person or other designated site management staff shall be responsible to inspect the BMP's routinely and ensure maintenance measures are implemented. 3. The CONTRACTOR shall educate all employees, subcontractors, and suppliers about storm water BMPs and water pollution controls required during various construction activities to prevent the impact of construction discharges. The CONTRACTOR shall ensure that all personnel are trained in basic urban runoff management. A list of attendees and copies of the educational materials shall be kept on file at the site and submitted to the Engineer at the conclusion of each training session, upon request. 4. The CONTRACTOR shall protect with BMPs,such as gravel bags and filter fabric or other BMP approved by the CITY, all new and existing storm water conveyance system structures and other facilities from sedimentation or other related construction debris and discharges,or by any other equal product that is approved by the Engineer. 5. No washing of construction or other industrial vehicles shall be allowed adjacent to a construction site. No water from washing vehicles on a construction site is allowed to nun off into the CITY'S storm drain system, including the streets and gutters. 6. The CONTRACTOR shall prevent any discharge of concrete rinse water, saw cutting and cold 67 milling materials,and other pollutant into a stormwater conveyance facility with physical barriers. Polluted discharges are prohibited from entering the storm drain system,including the streets and gutters. 7. Any sediments or other materials,which are not retained on the site shall be removed the same day prior to leaving the site. Where determined necessary by the Engineer or his or her designated representative, a temporary sediment barrier shall be installed. 8. On an emergency basis only,plastic covering may be utilized to prevent erosion of an otherwise unprotected area,along with runoff devices to intercept and effectively convey the runoff to the storm drain system after elimination of contaminants. These measures cannot be used for a duration longer than 48 hours unless specifically approved by the CITY. 9. Drainage controls shall be utilized at all project locations. Nuisance flow resulting from landscaping and irrigation runoff shall be retained on-site the extent of proposed construction activities. 10. CONTRACTOR shall refer to and be familiar with the most recent edition of the Construction BMP Handbook,produced and published by the California Stormwater Quality Association at www.caBMPhandbooks.com. This document can be used for specific guidance on selecting best management practices for reducing pollutants in storm water discharges from construction activities. 11. Littering. No person shall throw, deposit,place, leave, maintain,keep or permit to be thrown, deposited,placed,left or maintained or kept,any refuse,rubbish,garbage,broken concrete,or any other discarded or abandoned, articles or accumulations, in or upon any street, alley, sidewalk, storm drain,inlet,catch basin conduit or drainage structure,business place,or upon any public or private plot of land in the CITY, so that the same might be or become a pollutant, except in containers, recycling bags, or other lawfully established waste disposal facilities. 12. At least 24 hours in advance of any storm event where the probability of rain is 40 percent or greater, all BMP'S that are installed in the curb and gutter, in front of or on a storm drain catch basin,or around storm drain drop inlets are to be removed to prevent blocking of any storm drain or impede drainage. This does not relieve the CONTRACTOR'S obligation to prevent silt, sediment,or any other pollutant from entering the storm drain system as a result of work activities. 13. During the dry season (May 1 through September 30 each year), the CONTRACTOR shall inspect at least weekly all pollutant control measures installed to mitigate construction activities during the dry season. For the duration of the project,the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected, including detailed inspection reports. 14. During the rainy season(October 1st through April 30th each year),the CONTRACTOR shall inspect at least daily all pollutant control measures,and inspect before and after every rain event 68 and every 24 hours during any prolonged rain event. The CONTRACTOR shall implement special maintenance measures as required to meet all requirements at CONTRACTOR'S expense. At the conclusion of any rain event,the CONTRACTOR shall immediately repair all pollutant control measures. For the duration of the project,the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected, including detailed inspection reports, and a list of BMP'S that were found to be inadequate and what modifications were made and SWPPP certification, as appropriate. 15. The CONTRACTOR shall perform routine maintenance of all pollution control measures continuously for the duration of the project. The CONTRACTOR shall implement special maintenance measures before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR shall maintain and repair all pollutant control measures as soon as possible after the conclusion of each rain event as worker safety allows. For the duration of the project,the CONTRACTOR shall submit,with each progress payment request,documentation that these pollutant control measures were maintained,including detailed inspection reports,work orders on daily routine work and special maintenance work that was performed, and a list of BMP'S that were found to be inadequate and what modifications were made and SWPPP certification, as appropriate. The CONTRACTOR shall monitor the project site for unmitigated non-stormwater discharge 24 hours and day, 7 days a week, throughout the duration of the project construction. If an unmitigated non- stormwater discharge leaves the project site at any time,the CONTRACTOR shall immediately stop an the activity causing the discharge and mitigate the discharge. The CONTRACTOR shall also immediately notify the Engineer of the discharge. As soon as practical, any and all waste material, sediment, debris or other pollution from any discharge shall be removed from the drainage system by the CONTRACTOR. The CONTRACTOR shall adhere to reporting requirements as identified in the General Permit for Construction Water Quality Order 99-08-DWQ,NPDES No. CAS000002. Whenever an authorized inspector has reasonable cause to believe that there exists on the construction site any condition, which constitutes an impact to human or environmental health(as defined in the CITY'S stormwater program), or if CONTRACTOR is notified of required corrections and does not correct in the amount of time provided and/or violation of the provisions of the requirements herein,the permit will cause to be in effect, and all construction works on the site shall be terminated at the CONTRACTOR'S expense. The CONTRACTOR shall conform to all Stormwater control BMP'S designated by the Engineer,in accordance with the recommendations and specifications set forth in the Stormwater NPDES, and as outlined herein in this Contract Document. Measurement and Payment Full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for preparation, updating and implementing the project SWPPP, for doing all work involved in stormwater and erosion control practices; achieving and maintaining compliance with all applicable regulations,including the General Construction Permit,as applicable;and for doing all work involved in the implementation of an effective combination of erosion and sediment controls, waste and materials management controls,and other BMPs,as required to prevent transport of pollutants from the site to streets, drainage facilities or adjoining property by wind or runoff, to the maximum extent 69 practicable shall be included in the lump sum price as set forth in the Schedule of Work Items for STORMWATER POLLUTION CONTROL/ BMPS (Bid Item No. 34). No additional compensation will be allowed. SECTION 18 -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. Project finalization, Notice of Completion and/or release of retention shall be contingent upon obtaining documentation from the contractor's project surveyor or engineer that monuments have been set or restored and Corner Records filed with, and to,the satisfaction of the County Surveyor. All costs necessary to comply with this legislation shall be allocated to the appropriate bid item. The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for line and grade stakes. Unless Otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers, sewers,storm drains, structures and rough grade and a corresponding cut or fill to finished grade(or flowline) indicated on a grade sheet. SECTION 19 - 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 70 0 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. SECTION 20—CONSTRUCTION SIGNS CONTRACTOR shall construct and install two(2)construction signs that measures 4 feet by 8 feet with a maximum of 32 square feet. Said signs shall be located at Los Rios Street and at Paseo Adelanto, location to be determined by the Engineer. Sign wording to be provided to CONTRACTOR by the Engineer. Contractor shall construct and install said signs at no additional cost to the City. This cost shall be included in mobilization bid item. SECTION 21 —CONSTRUCTION NOISE LEVELS A noise level limit of 65 dB(A) shall apply to all construction equipment on or related to the job whether owned by the CONTRACTOR or not. The use of excessively loud warning signals shall be avoided, except in those cases required for the protection of personnel. END OF SPECIAL PROVISIONS SPECIFICATIONS 71 DETAIL SPECIFICATIONS AND METHOD OF PAYMENT SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT MOBILIZATION, ROUGH GRADING, BMP BID ITEM C-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 therefore. BID ITEM C-2 - ESTABLISH CENTERLINE TIES AND MONUMENTS The work for this item shall consist of the establishment of center control ties and monuments by a Registered Civil Engineer or licensed surveyor. 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 therefore. BID ITEM C-3 —MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The maximum price of this item shall not exceed 5 percent of the total contract price at the time of award. PAYMENT Pavement for mobilization shall be at the contract lump sum bid price and shall be payable as follows for each payment upon approval of the Engineer: DS-1 Payment of 50 percent(less retention)of the contract lump sum bid price for mobilization at the first progress payment; Payment of 75 percent(less retention)of the contract lump sum bid price for mobilization when the monthly partial payment estimate of the base bid earned to date,not including the amount earned for mobilization, is 30 percent or more of the contract base bid amount; and Payment to 100 percent(less retention)of the contract lump sum bid price for mobilization when the monthly partial payment estimate of the base bid earned to date,not including the amount earned for mobilization, is 50 percent or more of the contract base bid amount. BID ITEM C-4—CLEAR AND GRUB This work shall consist of tree, shrub,turf,AC pavement,concrete sidewalk,and concrete curb and gutter removals; protection of existing facilities that are to remain in place; and sawcutting. This section shall conform to Section 300-1 of the Standard Specifications and these special provisions. Area to be cleared shall be grubbed to a depth necessary to removal all stumps, roots, and other objectionable material. The Contractor's attention is directed to existing landscaped areas within the right-of-way and need to conform to the requirements of Subsection 300-1.2, "Preservation of Property". 1. Protection of existing improvements which are to remain shall conform to Section 7-9 of the Standard Specifications. 2. Protection of utilities, trees, fences, walls and other facilities within the construction zone, except those specifically directed by the Engineer to be removed or relocated. 3. Cold planning and sawcutting of existing pavement per Subsection 30-1.3.2. PAYMENT Payment for clearing and grubbing shall be at the contract lump sum price and shall be considered full compensation for removal and disposal of all resulting materials, and for furnishing all labor, materials and incidentals for accomplishing the work as specified herein and no additional compensation will be allowed therefore. BID ITEM C-5 —REMOVE EXISTING HEADWALL AND TRASH RACK The work for this item shall consist of the removal of the existing head wall and trash rack at the existing drainage structure. DS-2 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 therefore. BID ITEM C-6—CONSTRUCT DESILTING BASIN The work for this item shall include the rough grading of a destiling basin and the installation of a CMP riser connected to the existing storm drain. 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 therefore. BID ITEM C-7—CONSTRUCT CONCRETE COLLAR Concrete Collar shall be constructed to join the desilting basin riser to the existing storm CMP storm drain per A.P.W.A. standard plan 380-3. 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 therefore. BID ITEM C-8—PROVIDE ON-SITE BMPs AND EROSION CONTROL FOR THE DURATION OF THE CONSTRUCTION Provide On-Site BMPs and Erosion Control for the duration of the construction(Rough Grade&Precise Grade) per the Erosion Control Plans. 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 therefore. DS-3 SEWER IMPROVEMENTS BID ITEM S-1—FURNISH AND INSTALL 15" PVC SDR-35 SEWER LINE WITH PIPE BEDDING Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804. PAYMENT The unit price bid per linear foot for sewer line and pipe bedding shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-2—FURNISH AND INSTALL 8" PVC SDR-35 SEWER LINE WITH PIPE BEDDING Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804. PAYMENT The unit price bid per linear foot for sewer line and pipe bedding shall include all labor, materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-3 —FURNISH AND INSTALL 6" PVC SDR-35 SEWER LINE WITH PIPE BEDDING Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804. PAYMENT The unit price bid per linear foot for sewer line and pipe bedding shall include all labor, materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-4—FURNISH AND INSTALL 4" PVC SDR-35 SEWER LATERAL Sewer Lateral,house lateral shall be constructed in accordance with City Standard Plan No. 803 and sewer lateral detail on the plans. PAYMENT The unit price bid per linear foot for sewer lateral shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-5 —CONSTRUCT 48" SEWER MANHOLE DS-4 48" Sewer Manhole shall be constructed in accordance with City Standard Plan no. 801. PAYMENT The unit price bid per each for 48" sewer manhole shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-6—CONSTRUCT SEWER CLEAN-OUT Sewer clean-out shall be constructed in accordance with City Standard Plan No. 808. PAYMENT The unit price bid per each for sewer clean-out shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-7—BREAK INTO EXISTING SEWER MANHOLE AND CONNNECT PVC SEWER PIPE Break into existing sewer manhole and connect 15",8"or 6"PVC sewer pipe per LACDPW standard plan No. 2010-0 and City Special Provisions I-05. Modify manhole bottom as required to conform to City Standard Plan No. 802. PAYMENT The unit price bid per each connection shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-B—FURNISH AND INSTALL 4"x6" PVC REDUCER Install 4"x6" PVC reducer on the sewer lines as shown on the plans. PAYMENT The unit price bid per each reducer shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-9 - ABANDON EXISTING SEWER LINE Abandon existing sewer line per city specifications and/or as directed by the City Inspector. DS-5 PAYMENT The unit price bid per linear foot for abandonment of existing sewer line shall include all labor,materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM S-10 —ABANDON EXISTING SEWER MANHOLE Abandon existing sewer manhole per city specifications and/or as directed by the City Inspector. PAYMENT The unit price bid per each abandonment of existing sewer manhole shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-11 —ADJUST EXISTING SEWER MANHOLE TO GRADE Adjust existing sewer manhole to grade, new rim elevation per plan. PAYMENT The unit price bid per each for adjust existing sewer manhole to grade shall include all labor, materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM 5-12 — SEWER BY-PASS PUMPING The 2003 sewer hydraulic model's estimated dry weather peak flow within the existing 18 inch trunk sewer line is approximately 3.0 MGD with 1.75 MGD average flow over a 24-hour period. Since current conditions are not known,the primary sewer by-pass system shall be designed to handle at least 120%of the dry peak flow of approximately 3.6 MGD within the existing 18 inch trunk sewer. A"backup"by-pass redundant pumping system, with a full time backup generator, shall also be able to handle 120% of the peak flow. Both systems shall be manifold together for immediate switch over for emergency or testing. Both systems shall be continuously manned 24 hours a day by a trained operator approved by the Engineer. A by-pass plan shall minimally include the following elements and stipulations: Location and configuration of pumping equipment for each by-pass as applicable. Approximate pipe alignment for each by-pass. Technical shop drawings for by-pass pump(s) indicating peak by-pass capacity. Technical shop drawings for the by-pass piping system. Spill response and notification procedures including emergency phone numbers. The approved by-pass plan shall remain on-site during all portions of the work. Specific notification requirements and procedures shall be finalized at the Pre-Construction Meeting. DS-6 If significant abnormal rainfall occurs or is predicted during the Contract period,the Engineer may require the Contractor to stop work and/or provide additional standby pumping capacity. Reasonable time extensions will be granted and extra work will be paid for in accordance with the Standard Specifications. The Contractor is solely responsible for any release of raw sewage due to failure of any component of the by-pass pumping system. The Contractor is also responsible to make sure that no sewer service to any adjacent business is disrupted. In the event that sewer service is disrupted to an adjacent business due to construction of the trunk sewer replacement, house by-pass pumping will be necessary. This can be performed by pumping sewage through individual house sewer cleanout. In case a sewer cleanout is not found, Contractor shall construct an accessible sewer cleanout along the existing sewer lateral,per City of San Capistrano Standard Plan 808. Any affected sewer lateral shall be reconnected as appropriate in accordance with the City Standard Plan No. 803. PAYMENT The contract lump sump price for this item shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all the work required and no additional compensation shall be made therefore. DS-7 WATER IMPROVEMENTS BID ITEM W-1 —FURNISH AND INSTALL BOLLARD Furnish and install bollard guard post around fire hydrant assembly and/or air & vacuum relief valve assembly at locations per plan. PAYMENT The unit price bid per each for bollard guard post shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-2—TRENCH, BACKFILL, AND RESURFACE STREET Trench,backfill,and resurface street due to the construction of water lines per City Standard No. W-8 and No. 700. PAYMENT The unit price bid per linear foot for trench,backfill,and resurface street shall include all labor,materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM W-3 —FURNIHS AND INSTALL 8" PVC C-900 CL-200 WATER MAIN Furnish and install 8" PVC C-900 CL-200 water main. PAYMENT The unit price bid per linear foot for 8"PVC C-900 CL-200 water main shall include all labor,materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM W-4—CONSTRUCT THRUST BLOCK Construct thrust block per City Standard Plan No. W14. PAYMENT The unit price bid per each for thrust block shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. DS-8 BID ITEM W-5 —CONSTRUCT 45°, 22.5°, OR 11.250 BEND Construct 45°, 22.5°, or 11.25° bend in water main per plan. PAYMENT The unit price bid per each for water main bend shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-6—FURNISH AND INSTALL AIR& VACUUM RELIEF VALVE ASSEMBLY Furnish and install air& vacuum relief valve assembly per City Standard No. W-16. PAYMENT The unit price bid per each for air&vacuum relief valve assembly shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-7—CONSTRUCT HOT TAP CONNECTION Construct hot tap connection per City Standard No. W-22. PAYMENT The unit price bid per each for hot tap connection shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-8—FURNISH AND INSTALL 2.50 HIGH DEFLECTION COUPLING Furnish and install 2.5°high deflection coupling at locations shown on plan. PAYMENT The unit price bid per each for 2.5°high deflection coupling shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-9—FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY Furnish and install fire hydrant assembly per City Standard No. W-6. PAYMENT DS-9 The unit price bid per each for fire hydrant assembly shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-10—FURNISH AND INSTALL 8" GATE VALVE AND VALVE BOX ASSEMBLY Furnish and install 8" gate valve and valve box assembly per City Standard No. W-13. PAYMENT The unit price bid per each for 8" gate valve and valve box assembly shall include all labor, materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM CW-1 I —FURNISH AND INSTALL 1"DOMESTIC WATER SERVICE WITH 1"METER& BOX Furnish and install 1" domestic water service with I" meter&box per City Standard No. W-1. PAYMENT The unit price bid per each for I" domestic water service with 1" meter & box shall include all labor, materials,tools,equipment necessary to construct the work,and no additional compensation will be made therefore. DS-10 STREET IMPROVEMENTS BID ITEM ST-1 — SAWCUT AND REMOVE EXISTING A.C. PAVEMENT The work for this item shall consist of sawcutting and removal of existing asphalt concrete paving as indicated on the plans and these specifications. PAYMENT The contract unit price per cubic yard 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 therefore. BID ITEM ST-2— SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY The work for this item shall consist of sawcutting and removal of existing concrete driveway as indicated on the plans and these specifications. PAYMENT The contract unit price per cubic yard 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 therefore. BID ITEM ST-3 —CONSTRUCT 4" A.C. The work for this item shall include the furnishing and placing of asphalt concrete as indicated on the plans and these specifications. The workmanship and materials necessary to complete the work as required shall conform to Section 302-5 of the Standard Specifications. PAYMENT The unit price bid per ton for asphalt concrete shall include all labor, materials, tools, equipment, and all incidentals for accomplishing the work as specified herein including cold planning, and no additional compensation will be allowed therefore. BID ITEM ST-4—CONSTRUCT 5" A.B. Crushed Aggregate Base shall conform to provisions of Section 200 and 211 of the Standard Specifications and shall be constructed in accordance with Section 301 of the Standard Specifications. PAYMENT The unit price bid per cubic yard for crushed aggregate base shall include all labor, materials, tools, DS-11 equipment necessary to construct all the work involved in placing and compaction of aggregate base,and no additional compensation will be allowed therefore. BID ITEM ST-5 —FURNISH AND INSTALL PRECAST CONCRETE WHEELSTOP Furnish and install precast concrete wheelstop at locations shown on the plans. PAYMENT The unit price bid per each for precast concrete wheelstop shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM ST-6—PAINT 4" WHITE STRIP The Contractor shall furnish and apply traffic stripes and pavement markings shown on the plans or where directed by the Engineer. Placement of striping and markings shall conform to the requirements of Section 84-1 and 84-3 of the Caltrans Standard Specifications and these Special Provisions. Two applications of paint shall be made for all striping and markings. A minimum of seven(7)days but no more than fourteen(14)days shall be provided between first and second coats. Striping/marking shall be cat-tracked and approved by City Engineer prior to installation of first coat. Water"Bourne"paint shall not be used. PAYMENT The unit price bid per linear foot for paint 4"white strip shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM ST-7—CONSTRUCT 5"THICK CONCRETE DRIVEWAY WITH NO. 3 BARS 2 24"O.C. Construct 5"thick concrete driveway with No. 3 bars at 24" on center in accordance to the soils report. PAYMENT The unit price bid per square foot for 5"thick concrete driveway with No. 3 bars at 24" on center shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM ST-8 —FURNISH AND INSTALL NDS DURA CHANNEL DRAIN AND GRATE DS-12 Furnish and install NDS Dura Channel drain and grate per manufacturer's specifications and recommendations. PAYMENT The unit price bid per linear foot for NDS Dura channel drain and grate shall include all labor,materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM ST-9 — REMOVE EXISTING SPEED BUMP AND RECONSTRUCT AT DIFFERENT LOCATION Remove the existing speed bump in conflict with the proposed entry street to the project site and construct speed bump of equal dimensions immediately east of the street intersection and/or as directed by the City Traffic Engineer. PAYMENT The unit price bid per square foot for the removal and reconstruction of the existing speed bump shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. DS-13 PRECISE GRADING BID ITEM PG-1 —CONSTRUCT 4"A.C. FOR DRIVEWAY PAVING The work for this item shall include the furnishing and placing of asphalt concrete as indicated on the plans and these specifications. The workmanship and materials necessary to complete the work as required shall conform to Section 302-5 of the Standard Specifications. PAYMENT The unit price bid per ton for asphalt concrete shall include all labor, materials, tools, equipment, and all incidentals for accomplishing the work as specified herein including cold planning, and no additional compensation will be allowed therefore. BID ITEM PG-2 —CONSTRUCT 5"A.B. FOR DRIVEWAY PAVING Crushed Aggregate Base shall conform to provisions of Section 200 and 211 of the Standard Specifications and shall be constructed in accordance with Section 301 of the Standard Specifications. PAYMENT The unit price bid per cubic yard for crushed aggregate base shall include all labor, materials, tools, equipment necessary to construct all the work involved in placing and compaction of aggregate base, and no additional compensation will be allowed therefore. Connector pipe shall be constructed in accordance with APWA Standard Plan No. 300-2. BID ITEM PG-3 —CONSTRUCT DRY WELL Construct dry well per plan detail. PAYMENT The unit price bid per each for dry well shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-4—FURNISH AND INSTALL ECORAIN SYSTEMS RAINTANKS Furnish and install EcoRain Systems raintanks per manufacturer's recommendations. PAYMENT DS-14 The unit price bid per square foot for EcoRain Systems raintanks shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-5 —FURNISH AND INSTALL 36"RCP Furnish and install 36" RCP per section"X-X" on sheet 2 of the precise grading plan. PAYMENT The unit price bid per linear foot for 36"RCP shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-6—CONSTRUCT 10' WIDE DIRT EQUESTRIAN TRAIL Construct 10' wide dirt equestrian trail per landscape plans. PAYMENT The unit price bid per square foot for dirt equestrian trail shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-7-CONSTRUCT 4"PERFORATED PVC PIPE BIORETENTION SWALE SUBDRAIN Construct 4"perforated PVC pipe Bioretention swale subdrain per detail on sheet 2 of the precise grading plans. PAYMENT The unit price bid per linear foot for Bioretention swale subdrain shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-8 —CONSTRUCT HEADWALL, PIPE INLET, AND CONCRETE PAD Construct headwall,pipe inlet,and concrete pad per CalTrans Standard Plan D89(modified)per detail on sheet 2 of the precise grading plan. PAYMENT The lump sum bid for headwall, pipe inlet, and concrete pad shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. DS-15 BID ITEM PG-9—INSTALL TRASH RACK Install trash rack per APWA Standard Plan No. 361-1. PAYMENT The unit price bid per each for trash rack shall include all labor, materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-10—FURNISH AND INSTALL 12" ATRIUM GRATE Furnish and install 12" atrium grate (NDS 1280) per plan. PAYMENT The unit price bid each 12" atrium grate shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-11 —CONSTRUCT JUNCTION STRUCTURE WITH PRESSURE MANHOLE SHAFT Construct junction structure with pressure manhole shaft and pressure plate detail without reducer per APWA Standard Plan No. 321-1& 329-1. PAYMENT The unit price bid per each for stone junction structure shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-12 —FURNISH AND INSTALL 4" PERFORATED PVC SUBDRAIN PIPE Furnish and install 4"perforated PVC subdrain pipe per plan. PAYMENT The unit price bid per linear foot for 4" perforated PVC subdrain pipe shall include all labor, materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM PG-13 —FURNISH AND INSTALL 4" PVC DRAIN PIPE Furnish and install 4" PVC drain pipe per plan. DS-16 PAYMENT The unit price bid per linear foot for 4"PVC drain pipe shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-14—FURNISH AND INSTALL 6" PVC DRAIN PIPE Furnish and install 6" PVC drain pipe per plan. PAYMENT The unit price bid per linear foot for 6"PVC drain pipe shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-15 —FURNISH AND INSTALL 8"PVC DRAIN PIPE Furnish and install 8" PVC drain pipe per plan. PAYMENT The unit price bid per linear foot for 8"PVC drain pipe shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-16—FURNISH AND INSTALL 10"PVC DRAIN PIPE Furnish and install 10" PVC drain pipe per plan. PAYMENT The unit price bid per linear foot for 10"PVC drain pipe shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-17—FURNISH AND INSTALL BOLLARD Furnish and install bollard guard post at locations per plan. PAYMENT The unit price bid per each for bollard guard post shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. DS-17 BUILDING BID ITEM B-1—CONSTRUCT RAISED CONCRETE FOUNDATIONS FOR ALL NC-01 HOMES The work for this item shall consist of forming, pouring and finishing the concrete foundations for the seven two-bedroom (NC-01) manufactured homes, per the recommendations by Silvercrest Homes and the Geosoils Engineer. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM B-2—CONSTRUCT RAISED CONCRETE FOUNDATIONS FOR 3-NC-11047 HOMES The work for this item shall consist of forming,pouring and finishing the concrete foundations for the three one-bedroom (NC-11047) manufactured homes, per the recommendations by Silvercrest Homes and the Geosoils Engineer. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM B-3 —FURNISH AND INSTALL ON FOUNDATIONS 7-NC-01 SILVERCREST MANUFACTURED HOMES The work for this item shall consist of furnishing and having installed on the concrete foundations the seven two-bedroom (NC-01) manufactured homes as specified in the Architecture plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-4—FURNISH AND INSTALL ON FOUNDATIONS 3-NC-11047 SILVERCREST MFD. HOMES The work for this item shall consist of furnishing and having installed on the concrete foundations the three one-bedroom (NC-11047) manufactured homes as specified in the Architecture plans. PAYMENT The unit price bid per each 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 therefore. DS-18 BID ITEM B-S—CONSTRUCT COVERED FRONT PORCHES, DECKS, RAILINGS AND RAMPS The work for this item shall consist of constructing covered front porches,decks,railings and ramps at the three one bedroom (NC-11047) manufactured homes as specified in details on sheets A-6 through A-9 of the Architecture plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-6—CONSTRUCT CARPORTS WITH STORAGE CABINETS The work for this item shall consist of constructing ten carports, each with storage cabinets, for all manufactured homes per details on sheets A-4 and A-5 of the Architecture plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-7—FURNISH AND INSTALL CONCRETE WHEEL STOPS IN ALL CARPORTS The work for this item shall consist of furnishing and installing concrete wheel stops in the ten carports per detail b/A-5 of the Architecture plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-8—CONSTRUCT CONCRETE PADS FOR PICNIC TABLES The work for this item shall consist of forming,pouring and finishing two(2)concrete pads for the picnic tables, as detailed in the landscape plans. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM B-9— SUPPLY AND INSTALL TWO 8' LONG PICNIC TABLES The work for this item shall consist of furnishing and installing two(2)picnic tables,as specified in detail k/L-3 of the landscape plans. DS-19 October 13, 2007 Via FAX and U.S. Mail Addendum No. 1 San Juan Capistrano Little Hollywood Affordable Housing Project-Phase II The following clarifications and revisions to the plans and specifications are promulgated through this addendum: BID ITEM B- 3 and 4—OCCUPATIONAL LICENSE REQUIREMENT According to State Health and Safety Code Section 18000 et al purchasing and installing manufactured units requires the retention of an Occupational License. The contractor for the Little Hollywood Affordable Housing Project-Phase II is required to have a valid California Department of Housing and Community Development Occupational License. Should a contactor not have an Occupational License, a subcontractor with an Occupational License may be utilized to full this requirement. PAYMENT The lump sum payment for the purchase and installation of the manufactured units shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. A signed copy of this addendum along with the revised Schedule of Work Items (page 17) shall accompany the bid. /scCayhf✓��GGss� I 4 Contractor Douglas D: Dumhart Economic Development Manager i I i BUILDING Item Approx. Work Items With Unit Price Unit Price Total Amount Quantijy (Written in Words) (In Figures) B-1 7 EA Construct raised concrete foundations for 2 $ $ bedroom(NC-01) Silvercrest manufactured homes for the unit price of dollars per each. B-2 3 EA Construct raised concrete foundations for 1 $ $ bedroom(NC-11047) Silvercreset manufactured homes for the unit price of dollars per each. B-3 7 EA Supply and install on foundations,by an $ $ occupational licensed contractor,the 2 bedroom(NC-01)Silvercrest manufactured homes with covered front porches & decks for the unit price of dollars per each as specified in the architecture ans. B-4 3 EA Supply and install on foundations,by an $ $ occupational licensed contractor,the 1 bedroom (NC-11047) Silvercrest manufactured homes for the unit price of dollars per each as specified in the architecture pians. B-5 3 EA Construct covered front porches, steps, $ $ decks,railings and ramps for all l bedroom (NC-11047) Silvercrest homes for the unit price of dollars per each per the details on the architecture plans. B-6 10 EA Construct carports with storage cabinets for $ $ all homes for the unit price of dollars per each per the details on the architecture plans. i i 17 November 7, 2008 Via FAX and U.S. Mail Addendum No. 2 San Juan Capistrano Little Hollywood Affordable Housing Project-Phase II The following clarifications and revisions to the plans and specifications are promulgated through this addendum: A. ADDITION OF DRY UTILITIES SPECIFICATIONS AND PLANS The dry utilities to the project have been included with the Little Hollywood Affordable Housing Project-Phase ll. The details to this inclusion are illustrated on the attached Preliminary Plan-Construction Order for the Little Hollywood Extension. This inclusion affects the Schedule of Work Items page 30a through 30c, and the Detailed Specifications section page DS-43 through DS-46. PAYMENT The lump sum payment for the construction of the Dry Utilities plans shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. B. ADDITION OF BID ITEMS S-13 B-20 B-21 B-22 W-12 AND UPDATE TO W-11 TO THE SPECIFICATIONS PACKET The bid items S-13, B-20, B-21, B-22, W-12, and the update to W-11 have been included to the Little Hollywood Affordable Housing Project-Phase II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work Items pages 9, 11, and 19, and the Detailed Specifications section pages DS-7, DS-10, and DS-22. PAYMENT The lump sum and linear feet payments for the supply, installation and construction of the above listed bid items shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. C. CLARIFICATION OF DISCREPANCY BETWEEN SPECIFICATIONS AND PLANS: There have been several discrepancies noted between the Specifications numbers and the Plans. The following bid items have alternate quantities. Each item has the page number, bid item, original quantity, and updated quantity listed. v Bid Item Pae Number Original Quantity Updated Quantity S-5 8 3 EA. 6 EA. S-9 9 273_L.F. 592 L.F. W-2 10 29 L.F. 131 L.F. W-10 11 5 EA. 11 EA. PAYMENT The lump sum, linear foot, or square foot payment for the supply, installation and/or construction of the above listed bid items shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. D. ADDITION OF STRUCTURAL ENGINEERING CALCULATIONS To ensure the most accurate bidding, the Structural Engineering Calculations and Drawings are being included within the Little Hollywood Affordable Housing Project- Phase 11 Plans and Specifications for review. Essentially complete stole PAYMENT The payments for the supplying, installing and/or constructing the items effected by the Structural Engineering Calculations shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. A signed copy of this addendum along with the revised Schedule of Work Item shall accompany the bid. Contractor Dougl s D. Dumhart Economic Development Manager The Following Documents Relate to Addendum No . 2 A LITTLE HOLLYWOOD EXTENSION / 1-DB2• PRELIMINARY PLAN 3312 16 13 12 SEC a N w IyI L (aaw I ^ [wT9dH TYPICAL STREET SECTION SCALE NB rwe LOGIDH , ro Loanox T 1—DBP 10 0 20 %HBUPL I/ /� I 2 ' If :aewa J I M % l APPLICAur AFFMVAL III9NRI 3312 18 ` '.,r,.�I.BNP.........P,.N,.�.... g o<aRAR.T ... `.�� 11 1 — 25 NDS cw,dPl 1—DB2" a , ' I D------ TYPICAL STREET SECTION SEC 8 NO SCaE LCGIDH]TO LOmTIW it ii, DraxxrMro IV / ' _ '!11 B4T�ReOrm•mwed weswndem i svwbydry Rood.)vn agMde>y.dueddeMzed NOTES - ube ded Rn bAtr dp. wA 11 dwy W ` IP ybptb ue dnawAv xix"B xxdwP.Tne �`\`` %� P�^�wndary,Mb¢wd ZO vwb^adMaNi anmL �:.` ! Ne Roc sd wl btxMArd»aru.PmµtSW F+ - Cwmm 6 RESPBNSgIE TpIE a \i:. 1 w,Abmro¢e wM tlwdcfyn EK.wpb�wd deyn MiEHCH. 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V) OmERW6[INSTALL NFa LMNCH NIB CONgIIT TO WE SWRCE X111 WS M 6 RESPD MX TO PRbADE ALL REB STUB MARKERS NID WE BMW EMM MNMERS AT EACH SEME SNa LBCA101t \ N OESIDI BASED ON 3KN/LBT•S TER1 A/C ` � G /'11 ® • . ESTMATED pEM.WD MOi 1M.7 n/zs VA.Wn EBRIMTEB DEwiO vwR LMAI n/zs M- 10&. 3312 IB f� O CUSTOMER REP:WK SCUTE can s working Dare nota, rou ural \ 1-02" 5 i _ STREEC CO0. A mm MIRY OEMII M. 4_OnA-a^7_oAAA _ fi zrr SCHEDULE OF WORK ITEMS THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT DRY UTILITIES Item Approx. Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) In Fi ures DU-1 760 L.F. Trench main -4 party joint trench (E, G, $ $ T, C) for the per linear foot price of dollars. DU-2 50 L.F. Trench main- 3 party joint trench (E,T, $ $ C) for the per linear foot price of dollars. DU-3 50 L.F. Trench main -2 party joint trench (T, C) $ $ for the per linear foot price of dollars. DU-4 60 L.F. Trench main - 1 party joint trench (G) S $ for the per linear foot price of dollars. DU-5 920 L.F. Apply 3" sand cushion for the per linear $ $ foot price of dollars. 30-a DU-6 760 L.F. Apply 12" sand shade over electric for $ $ the per linear foot price of dollars. DU-7 860 L.F. Apply 6" sand shade over CATV & $ $ Telephone for the linear foot price of dollars. DU-8 820 L.F. Apply 12" sand shade over gas for the $ $ per linear foot price of dollars. DU-9 1270 Furnish and install 2" conduit, electric $ $ L.P. (sch 40) including pullrope, sweeps, and mandrel all conduit as required for the per linear foot price of dollars. DU-10 530 L.F. Furnish and install 4" conduit, $ $ telephone (sch 40) including pullrope, sweeps, and mandrel all conduit as required for the per linear foot price of dollars. DU-11 390 L.F. Furnish and install 2" conduit, $ $ telephone (sch 40) including pullrope, sweeps, and mandrel all conduit as required for the per linear foot price of dollars. 30-b DU-12 4 EA. Provide excavation, material and labor $ $ (including ground rods & rock base &/or slurry)as required for SDG&E 3312 for the per unit price of dollars. DU-13 2 EA. Provide excavation,material and labor $ $ (including ground rods& rock base &/or slurry) as required for SDG&E 3421 transformer pad for the per unit price of dollars. DU-14 4 EA. Provide excavation, material and labor $ $ (including ground rods & rock base &/or slurry) as required for AT&T 17'x30" splice box for the per unit price of dollars. DU-15 4 EA. Provide trench notch for Cox $ $ Communication structures (to be installed by others). Item includes excavation, material and labor (including ground rods& rock base &/or slung) as required for the per unit price of dollars. DU-16 10 EA. Provide service extensions for the per $ $ unit price of dollars. DRY UTILITIES SUB-TOTAL $ 30-c A I I . • DRY UTILITIES BID ITEM DU-I -TRENCH MAIN-4 PARTY JOINT TRENCH (E G T Q The work for this item shall consist of a trench main - 4 party joint trench (E, G, T, C). PAYMENT The per linear foot 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 therefore. BID ITEM DU-2 -TRENCH MAIN- 3 PARTY JOINT TRENCH (E, T, Cl The work for this item shall consist of a trench main - 3 party joint trench (E,T, Q. PAYMENT The per linear foot 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 therefore. BID ITEM DU-3 —TRENCH MAIN -2 PARTY JOINT TRENCH (,T, Cl The work for this item shall consist of a trench main -2 party joint trench(T, C). PAYMENT The per linear foot 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 therefore. BID ITEM DU-4—TRENCH MAIN - 1 PARTY JOINT TRENCH (G) This work shall consist of a trench main - I party joint trench (G). PAYMENT The per linear foot price for this item shall include all labor, materials, tools and equipment necessary to cagy out the work as specified and no additional compensation shall be made therefore. BID ITEM DU-5—3" SAND CUSHION DS-43 The work for this item shall consist of the application of a 3" thick sand cushion. PAYMENT The per linear foot 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 therefore. BID ITEM DU-6— 12" SAND SHADE OVER ELECTRIC The work for this item shall consist of the application of a 12" sand shade over electric. PAYMENT The per linear foot 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 therefore. BID ITEM DU-7—6" SAND SHADE OVER CATV &TELEPHONE The work for this item shall consist of the application of a 6" sand shade over CATV&Telephone. PAYMENT The per linear foot 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 therefore. BID ITEM DU-8— 12" SAND SHADE OVER GAS The work for this item shall consist of the application of a 12" sand shade over gas. PAYMENT The per linear foot 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 therefore. li BID ITEM DU-9—2" CONDUIT, ELECTRIC (SCH 40) The work for this item shall consist of furnish and install 2" conduit, electric (sch 40) including DS-44 pullrope, sweeps, and mandrel all conduit as required PAYMENT The per linear foot 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 therefore. BID ITEM DU-10—4" CONDUIT, TELEPHONE (SCH 40) The work for this item shall consist of furnish and install 4" conduit, telephone(sch 40) including pullrope, sweeps, and mandrel all conduit as required. PAYMENT The per linear foot 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 therefore. BID ITEM DU-11 —2" CONDUIT, TELEPHONE (SCH 40) The work for this item shall consist of furnish and install 2" conduit,telephone(sch 40) including pullrope, sweeps, and mandrel all conduit as required. PAYMENT The per linear foot 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 therefore. BID ITEM DU-12 —SDG&E 3312 The work for this item shall consist of the excavation,material and labor(including ground rods& rock base&/or slurry)as required for SDG&E 3312, PAYMENT The per unit 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 therefore. BID ITEM DU-13 — SDG&E 3421 TRANSFORMER PAD DS-45 i The work for this item shall consist of the excavation, material and labor(including ground rods& rock base&/or slurry)as required for SDG&E 3421 transformer pad. PAYMENT The per unit 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 therefore. BID ITEM DU-14—AT&T 17"00" SPLICE BOX The work for this item shall consist of the excavation,material and labor(including ground rods& rock base &/or slurry) as required for AT&T 17"00" splice box. PAYMENT The per unit 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 therefore. BID ITEM DU-15 —COX COMMUNICATION STRUCTURES Provide trench notch for Cox Communication structures (to be installed by others). Item includes excavation, material and labor(including ground rods&rock base &/or slurry) as required. PAYMENT The per unit 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 therefore. BID ITEM DU-16—SERVICE EXTENSIONS The work for this item shall consist of service extensions. PAYMENT The per unit 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 therefore. DS-46 The Following Documents Relate to Addendum No . 2 B S-9 273 L.F. Abandon and Remove Existing Sewer Line $ $ for the unit price of dollars per linear foot. 5-10 2 EA. Abandon and Remove Existing Sewer $ $ Manhole for the unit price of dollars per each. S-11 4 EA. Adjust to Grade Existing Sewer Manhole for $ $ the unit price of dollars per each. 5-12 1 LS Supply and implement sewer by-pass $ $ pumping for the lump sum of dollars. 5-13 17 L.F. Trench, Backfill, and Resurface Street for $ $ the unit price of dollars per linear foot. SEWERIMPROVEMENTS SUB-TOTAL $ 9 W-9 2 EA. Construct Fire Hydrant Assembly for the $ $ unit price of dollars per each. W-10 5 EA. Construct 8" Gate Valve and Valve Box $ $ Assembly for the unit price of dollars per each. W-11 10 EA. Furnish and Install 1" Domestic Water $ $ Service line for the per linear foot price of dollars each. W-12 209 L.F. Furnish and Install 1" Domestic Water Meter $ $ & Box for the unit price of _dollars per linear foot. WATERIMPROVEMENTS SUB-TOTAL $ i 11 B-17 2,304 SF Construct 4"thick sidewalks with stoops at $ $ all houses for the unit price of dollars per square foot per detail b/L-5 on the landscape plans. B-18 373 LF Constrict 4'high wood fence enclosure at all $ $ houses for the unit price of dollars per linear foot per details d/L-5 on the landscape plans. B-19 680 LF Construct equestrian fence for the unit price $ $ of dollars per linear foot per detail a/L-5 on the landscape plans. B-20 36 EA. Furnish and Install 12"-18" boulders as part $ $ of the stone stacking for the unit price of dollars per detail b/L-4 on the landscape plans. B-21 57 EA. Furnish and Install 9"-12" cobble as part of $ $ the stone stacking for the unit price of dollars per detail b/L-4 on the landscape plans. B-22 123 EA. Furnish and Install 6"-9" cobble as part of $ $ the stone stacking for the unit price of dollars per detail b/L-4 on the landscape plans. BUILDING SUB-TOTAL $ 19 If significant abnormal rainfall occurs or is predicted during the Contract period,the Engineer may require the Contractor to stop work and/or provide additional standby pumping capacity. Reasonable time extensions will be granted and extra work will be paid for in accordance with the Standard Specifications. The Contractor is solely responsible for any release of raw sewage due to failure of any component of the by-pass pumping system. The Contractor is also responsible to make sure that no sewer service to any adjacent business is disrupted. In the event that sewer service is disrupted to an adjacent business due to construction of the trunk sewer replacement, house by-pass pumping will be necessary. This can be performed by pumping sewage through individual house sewer cleanout. In case a sewer cleanout is not found,Contractor shall construct an accessible sewer cleanout along the existing sewer lateral,per City of San Capistrano Standard Plan 808. Any affected sewer lateral shall be reconnected as appropriate in accordance with the City Standard Plan No. 803. PAYMENT The contract lump sump price for this item shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all the work required and no additional compensation shall be made therefore. BID ITEM S-13 —TRENCH, BACKFILL, AND RESURFACE STREET Trench,backfill,and resurface street due to the construction of water lines per City Standard No. W-8 and No. 700. PAYMENT The unit price bid per linear foot for trench,backfill,and resurface street shall include all labor,materials, tools, equipment necessary to construct the work,and no additional compensation will be made therefore. DS-7 The unit price bid per each for fire hydrant assembly shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-10—FURNISH AND INSTALL 8" GATE VALVE AND VALVE BOX ASSEMBLY Furnish and install 8"gate valve and valve box assembly per City Standard No. W-13. PAYMENT The unit price bid per each for 8" gate valve and valve box assembly shall include all labor, materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM W-11 —FURNISH AND INSTALL 1" DOMESTIC WATER SERVICE LINE Furnish and install 1" domestic water service per City Standard No. W-1. PAYMENT The unit price bid per linear foot for I"domestic water service line shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-12—FURNISH AND INSTALL 1"DOMESTIC WATER METER& BOX Furnish and install 1"domestic water meter& box per City Standard No. W-1. PAYMENT The unit price bid per each for 1"meter&box shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. DS-10 plan, building the low fencing per detail c&d/L-5 of the Landscape plans including posts and footings at all changes in direction and at intermediate locations approximately 8' on center. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM B-19—CONSTRUCT CONCRETE STEPS IN WALKS AS INDICATED The work for this item shall consist of constructing six hundred and eighty (680) linear feet of equestrian fence per detail a/L-5 of the landscape plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM B-20—FURNISH AND INSTALL 12"-18" BOULDERS STONE STACKING Furnish and install 12"-18" boulders as part of the stone stacking wall per detail b/L-4 on the landscape plans. PAYMENT The unit price bid per each for 12"-18" boulders shall include all labor,materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM B-21 —FURNISH AND INSTALL-"-12" COBBLE STONE STACKING Furnish and install 9"-12"cobble as part of the stone stacking wall per detail b/L-4 on the landscape plans. PAYMENT The unit price bid per each for 9"-12" cobble shall include all labor, materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM B-22—FURNISH AND INSTALL 6"-9" COBBLE STONE STACKING Furnish and install 6%9" cobble as part of the stone stacking wall per detail b/L-4 on the landscape plans. PAYMENT The unit price bid per each for 6"-9"cobble shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. DS-22 The Following Documents Relate to Addendum No . 2 D 8 H I M A J I LA L A 8 0 0 L A W.01wel sooner" 23882 W00v dtiva lake forest,as.92830 1D40 770.9D87tal 988�770-98821ax STRUCTURAL CALCULATIONS for LITTLE HOLLYWOOD Lots 1-10 Landscape Improvements San Juan Capistrano, CA ARCHITECT: Land Concem,Ltd. SL(Job N 08061 Building Deparimenl Submittal November 5,2008 S$IMAJI&LASCOLA structural engineers SHEET JOB LITTLE HOLLYWOOD EX=SIGN ESCAPE STRUCTURES LOTS 1-10 26581 RAMOS STREET SAN jUAN CApISTgANO,CA DESIGN LOADS: WIND: (ASCE 705) VELOCITY: 90 MPH(3 SEC.GUST) EXPOSURE: B STRUCTURE TYPE: PARTIALLY ENCLOSED GABLE ROOF MEAN EXP,HEIGHT: 10'•0" Iw= LO KZT=1.0 KZ -0.7 Ka =0.85 qb=t 0.00256 KZKrrKdV2 GCP, = •055 OCPF = VARIES SEISMIC: (ASCE 7-05) NON BUILDING STRUCTURES-CH. 15 INVERTED PENDULUM R=2.0 SITE CLASS D OCC,CATEGORY H S3=1.37 S,=0.49 Sos=0.92 SDI=0.49 Ig=1.0 SEISMIC DESIGN CATEGORY D 2 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.503 Longitude = -117.667 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv= 1.0 Data are based on a 0.01 deg grid spacing Period $a (sec) (g) 0.2 1.373 (Ss, Site Class B) 1.0 0.491 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude =33.503 Longitude= -117.667 Spectral Response Accelerations SMs and SM1 SMs= FaxSsand SMI = FvXS1 Site Class D - Fa = 1.0 ,Fv= 1.509 Period Sa (sec) (g) 0.2 1.373(SMs, Site Class D) 1.0 0.742 (SM1, Site Class D) i I Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.503 Longitude= -117.667 Design Spectral Response Accelerations SDs and SD1 SDs =2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv= 1.509 Period Sa (sec) (g) 0.2 0.916 (SDs, Site Class D) 1.0 0.494 (SD1, Site Class D) • • SHIMArr&L ISCOLA JOB ®���/ structural engineers LZ,� SHEET NO. ENGINEER %' DATE DESIGN OF fAQ Wq/ - R = l20 At, M /°°4- W loz(IZ+2o) I�PIF P — 15310`� 1 a. 1 • • SHIMAJI&LASCOLA structural engineers JOB I/�h/'�` SHEET NO. ENGINEER !7 DATE DESIGN OF d4rM97- 7 05 WND 1,?P7NGr- a� $h - oa�Zs�KLKz,Ks Y 1L 4 z s �y = lZ.�i�iPsf 14" vy{s c 2m(2o�i10+ 15Cos70)x3 SIS Vito = 1404- ♦ I I • • SHIMAJI&LASCOLA 2 structural engineers SHEET NO. S ENGINEER %7 DATE DESIGN OF p Gri e,15 V, = C5 W 4AN VS Puff CoNNEGTION - 40 K#ee PWa eeg = /0,0X6/1 - Wof Vaw - zll x Co = OGo x(,0 = 1036 P- (o SHIMAJI&LASCOLA structural engineers JOB SHEET NO. rev ENOMEER DATE DESIGN OF k iN! OV D I I J ,tao� 6d�- PiroFrrT Title: Job# 7 Dsgnr: Date: 3:22PM, 4 NOV 08 Description: Scope: lieu: 580005 -� Timber Beam &JoistZF Description DECK FRAMING Timber Member Information :ode Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Bess aliowables are user defined ROOF YAKS FLOOR 101514 FS.a STMA AOOF BPA% Kom SEW 1 F DOR HFAH 2 $HONG Timber Section 2a6 286 2r6 6.12 49 2x6 Beam Wdth in 1.50D 1.500 1.500 5.500 3.500 1.500 Baum Depth In 5.500 5.500 5.500 11.500 5.500 5.500 Le:Unbraced Length 11 0.00 0.00 0.00 1.33 1.33 0.00 Timber Grade Dapbs Hr- Dougles Fh- Doupbs FF- Dougal Hr- Douglas Or- Douglas Hr- Ixdl,No.l Uah,No.l Inch,No.l With.No.l - UrN,Ib.l larch,No.l Fb-Basic Pillow psi 1,000.0 11000.0 1,D00.0 1,350.0 1,000.0 1,000.0 Fv-Basic Allow psi 180.0 180.0 180.0 170.0 180.0 180.0 Elastic Modulus ksi 1,700.0 1,700.0 1,700.0 11600.0 1,700.0 1,700.0 Load Duratlon Factor 1.250 1.000 1.000 1.250 1.000 1.000 Member Type Sawn Sawn Sawn Sawn Sawn Sawn Repetitive Status I No No No No No No Center Span Data Span it 8.50 4.25 4.25 9.75 7.83 5.00 Dead Load #/8 13.30 13.30 13.30 65.00 48.00 23.00 Live Load #/it 26.60 53.20 53.00 95,00 190.00 90.00 Point#1 OL lbs 43.00 LL Ills 170.00 ax R 2.500 Results Ratio= 0.3519 0.1833 0,4446 0.1117 0.9554 0.4310 Mmax@Canter in-k 4.32 1.80 4.37 22.81 21.89 4.24 @X= fl 4.25 2.12 2.50 4.87 3.91 2.50 fb:Actual psi 571.8 238.2 578.0 188.2 1,240.4 560.3 Fb:Allowable psi 1,625.0 1,300.0 1,300.0 1,684.9 1,298.3 1,300.D Banding OK Bendblg OK Ber,plm OK Sending OK Sending OK Sending OK fv:Actual psi 27.6 20.3 43.1 14.9 64.5 42.3 Fv:Allowable psi 225.0 180.0 180.0 212.5 180.0 180.0 -Shur OK shear OK Shear OK Sheer OK Shear OK Shaur OK Reactions @Left End DL Ibs! 56.52 28.26 45.97 316.87 187,92 57.50 LL Ibs; 113.05 113.05 182.62 463.12 743.85 225.00 Max.DL+LL lbs! 169.57 141.31 228.59 780.00 931.77 282.50 Right End DL Ibs! 56.52 28.26 53.56 316.87 187.92 57.50 LL Ibs' 113.05 113,05 212.62 A63.12 743.85 225.00 Max.DL+LL lbs 169.57 141.31 266,18 780.00 931.77 282.50 Deflections Rego OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK _ aa. Center DL Deg int -0.044 -0.003 -0.006 .0.012 -0.049 -0.009 L/Defi Ratio 2,308.6 18,468.8 8.526.6 9,873.7 1,909.4 6,558.7 Center LL Deg Inj -0.088 -0.011 -0.024 -0.017 -0.195 -0.036 UDefl Ratio 1,154.3 4,617.2 2,148.8 6,755.7 482.4 1,876.1 Center Total Deg in -0.133 -0.014 -0.030 .0.029 .0.244 -0.045 Location ft 4.250 2.125 2.193 4.875 3.915 2.500 UDefl Ratio 769.5 3,693.8 1,716,3 4,011.2 385.1 1,335.0 SHIMAR& LASCOLA structural engineers Q J08 SHEET NO. o ENGINEER DATE DESIGN OF R I r� I,6a i w C = 1i(0 (9 ear. 14x2.25 = 32?:7'� (•331 = 3Z�Axt2 /6-f O,G{�✓ i p c Ilo x IZ r (G�-GrJ� MM, a a - a• ro�� as � � SP n P� � Title: Job# Dsgnr: Dale: 4:26PM, 4 NOV 08 Description: Scope: _ Code Ref:ACI$18-02,1997 UBC,2003 IBC.2003 NFPA 5000 Rev:seoo+e - Cantilevered Retain-ing Wall Design aaae: ?a Description EQ. BRIDGE WALL Criteria - Soil Data Footing Strengths&Dimensions r isr�esaaavro �sssaw�s Retained Height = 4.75 ft Allow Soil Bearing = 1,500,0 psf rc = 3,000 psi FY = 60,000 psi Wait height above sof = 1.00ft Equivalent Fluid Pressure Method MIn.As% = 0.0014 Heel Active Pressure - 35,0 psflft Toe Width = 1.17ft Slope Behind Wall = 0.00:1 Toa Active Pressure = 35.0 psfift Heel Width = 1.63 Height of Soil over Toe = 24.00 In Passive Pressure = 150.0 psf/ft Total Footing Width -3-,w Soil Density = 110.00 pcf Water height over heel 0.0 ft Footing Thickness = 12.00 In FooBngllSoll Friction 0.309 Key Width = 0.00 in Wind on Stem = 0.0 psi Soil height to Ignore Key Depth = 0.00 In for passive pressure = 0.00 in Key Distance from Toe = 0.00 ft Cover Q Top = 3,00 In Q Btm: 3.00 in Surcharge Loads -h Su ct ergs Over Hee 199.9 psi Surcharge Over Toe = 0.0 psi ■r�at_i�er. Usetl To Resist Sliding&Overturning Used for Sliding&Overturning Design Summary Std em Construction Top stem Stem OK Total Bearing Load = 2,077 Ibis Design height ft= 0.00 ...muhant am. = 5.56 in Wan Material Above-Hr = Masonry Soil Pressure Q Toe 1,334 psf OK Thickness _ 8.00 Soil Pressure Q Heel = 51 psf OK Rebar Size - # 4 Allowable = 1.500 psf Rebar Spacing 16.00 Soil Pressure Less Than Allowable Rebar Placed at - Edge ACI Factored Q Toe = 1,723 psf Design Data ---- ---- - ACI Factored Q Heel = 65 psf fb/FB+fa/Fa - 0.655 Total Force Cit Section lbs= 476.0 Footing Shear Q Toe = 10.1 psi OK Moment....Actual ft.#= 937.5 Footing Shear Q Heel = 15.4 psi OK Moment.....Allowable = 1,431.8 Allowable = 93.1 psi Shear.....Actual psf= 8.3 Wall Stability Ratios Overturning 2.32 OK Shear.....Allowable psi= 38.7 = Sliding = 1.70(Vertical Go Bar Develop ABOVE Ht. In- 24.00 Sliding Calcis (Vertical Component Used) Bar Lap/Hook BELOW HL In 6.00 Lateral Sliding Force = 761.5 lbs Wall Weight = 84.0 fess 100%Passive Ford - 675.0 Ibis Rebar Depth 'd' In= 5.25 less 100%Friction Force= - 623.2 be Marsonry Date --- -- Added Force Req'd = 0r .0 lbs OK psi= 1,500 ....for 1.5:1 Stability = 0.0 his OK Fa psi= 24,000 Solid Grouting Yes Fooing Design Results Special Inspection = vee -r t ar a Modular Ratlo'n' = 21.48 Toe Heel Short Term Factor = 1.000 Factored Pressure 1,723 65 psf Equiv.Solid Thick. in= 7.60 Mu':Upward = 1,313 0ft-# Masonry Block Type Normal Welght Mu':Downward 460 1,281 ft-# Concrete Data -- Mu: Design = 953 1,281 ft.# rc psi= Actual t-Way Shear = 10.09 15.40 psi FY psi= Allow 1-Way Shear - 93.11 93.11 psi Other Acceptable sixes&Spacings Toe Reinforcing = None Spedd Toe: Not req'd,Mu<5-Fr Heel Reinforcing = None Spedd Heel:Not req'd,Mu<3-Fr Key Reinforcing = None Spedd Key: No key defined i Title: Job# /0 Dsgnr. Data: 4:26PM, 4 NOV 08 Description: Scope: .. _....__..____... ._ Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Rev:58W18 — User.KW-0�2]Or.Ver 0.8.0.1Aa•,200] Cantilevered Retainin Wall Desig/yn Page j_(c)1983.T00]ENE LC En*aerb8 aeense 9 L 00083.ecw:Gkulelbe Description M. BRIDGE WALL ----- Summaryof Overturning&Resisting Forces&Moments 1 .....OVERTURNING..... ...-RESISTING..... Force Distance Moment Force Distance Moment Item Ibs tt ft-# lbs it ll-# Heel Active Pressure = 761.5 2.15 1,635.0 Soil Over Heel = 609.6 2.42 1,473.2 Toe Active Pressure = Sloped Soil Over Heel Surcharge Over Toe = Surcharge Over Heel = 118.7 2.42 281.9 Adjacent Footing Load Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 0.00 Load Q Stem Above Soil= Soil Over Toe = 256.7 0.58 149.7 SelsmlcLoad = Surcharge Over Toe = - Stem Weigh(s) = 463.0 1.60 724.5 Total = 761.5 O.T.M. 1,635.0 Earth Q Stem Transitions= Resisting/Overturning Ratio = 2.32 Footing Weigh = 450.0 1.50 675.0 Vertical Loads used for Sad Pressure= 2,077.2 lbs Key Weight = Vert.Component 161.3 3.00 483.8 Vertical component of active pressure used for sod pressure —- — Total= 2,077.2 lbs R.M.= 3,786.1 8.000051n Mas wl#4 @ Min c/o Solid(rout,Spo Imp 2 3/4" 2'-0" 3" #0@0.in @Toe Designer select #0@0.1n all horiz,rein(. 1.2, •10" @ Heel 3,-p, V M1BO.psf A y,I F:.. Pp'675.# PPI.638psf 761'6511 1334.tpsf SHIMAJI&LASCOLA strucruralengineers 2 JOB SHEET NO._ 1 ENGINEER DATE DESIGN OF U TPOL�/F N 64 gricr $y = a,00ZO&K.-KztKdVtlw Sy = O.ar�lo.7Xl.OXO.�Xgn)(I•o)= 12.3 ��� b = 12.310, X!00) = 18.9 %hY 20 Por Ller,yr P xrb,ea qo 0 12 400 Pol�c 120 ro AZO l(00 1 ZOO`!t hP{L = 12-VII&O = 7g ` t7NST- 7s^r 3=O UES p x I B `� f i0Z — 2.34')( 100 — 1 lei r i lxt I )1.ri i�r� )VCV g �� � € 8 §g5 � $ � O <6 9 .•, Yq SS f 3® ggd .;� 'ffiF 'naa 8 Qo 8 d � o € $9t8 gF 8k �5 8 g d € 6 8 °$ 11Id Rig! t i8� tt g c � $ Bg Y g� ti€qq p $¢3 < g R °. k� $ $R 3 h S i a 41110111.4 y g � �S,pg`5$' s gpjjF ' j 9< n d & AJ $ o J¢8 " � v � I'll e g .€ g ags � spa Z o� °6s � a �s3 8gu8 k 9< 3R <a q �k4k�$e ^ z z k z ° ilpl �~ Y •b? a$V < °dF8< .koi� gFk R <pit iUt ii' 0 ge LL d 55 SNCIS1A37 It " s 7 Is $ gp9� € $ FY I ff � i1g 18 p ; ° ig '' SY° i A@e i� • Y !IW g � �Yp•d • �n$gn� $p$ @ ��n�ff .� ��� ��i� � .$�'� RffQ � al 1H p.ffi; $q� • �.g:.�: �e Pppb�$"F;� � Y38k ��$°y s g� $4EMI Uwe 8`3 _t H Ian Mid < 33 '2ffi N HIS:• s xs � gg ! °po 6s < step tit T I 8 c 4� q{ J '•'11 L4 V9 _• � ' � � •n Il_ i~_ J r 1 r II j I I I Lt_ i L \ b 6.p;s 0000G0\Zwoo\V o.goon 7. EmnuO nd" y9'NA Mreo]N/6. TGV.¢OiiM -\ B)t :• - •...:'•. KIW roSi F£M R.'N '- `��� �� iIPR � Q . q Q ].b RAFRRe hR KAx ``� IIINEBf1M FFA flA M511i5CN lK' 9M5Q11QSA'•b'a .-� • = - NVY{RS vv55 S N6 NID''VS' Fw eu.*o eeAH �zfFssW r.Lrw eaw r•v.x • oR axv. � Jb _L eew FCR sux _ I� M 4R WALE N /� (n wl..ww+°'•°L,`xza°• b,b«ozT Fal awN WAHIB FW LtlJ3WJzbu.�_/ L sAnta_rv+tFeren.l:J "\\r �-� NMM R6K 6lNIIFW KAN . ` A I \ I I - \ 1 SNndR '1 I . / 1 s�Flzx wosm /��•••---YCOTA ra,n - 1 aAY P@{PUN .I I. 4]'Nw MRV yRb. 'LfeY NILYb'I nH.5 / %f W09GAi£GFpS �. droit 1 Nee•e'N]'a oR[aAVNEvr / 9'Np! - 1 ].b a-arae ^ --_• - � - i }LF h YJ93 BEYPO TIA.eORabl [ F-1 Nw Ma Fw.w N Lli• • x 5� h MAIYPA$M. - - / d1 MWIF/L1WPR a.esuos•Y'a R �'t �'f�.a.v�^ � ��-111-11 ]r leO5C1[aFgp _ N(L ADD FA sNa d A lY4 Y Tp U{•M..3'MGE •144•a g'�w.w I BGIFSNRI Ye'1 HD5 W]v{N _ T{axV9•b'x A •• A �1\3 V%b'b MB.S TIAL M.SM.xM. , OM1 EOAJ.LLfIR .. 1, "I. F r w 1 II--1� 1L�1 FLI1���-PI � •• i Ili_ '_III_..1_ l4 FLWtle I • y A .`f1 c -- j L PY,M LO W O r : TN 9Tp5•Y'M - e srnwnao uatraoLe oeru a 3 z.{vmr.vu t I Na,EY A&Ib'a CITY OF SAN JUAN CAPISTRANO S H I M A J IM OMISNM' LANDSCAPE IMPROVEMENT PLANS FOR LITTLE HOLLYWOOD EXPANSION I- I `\ r ° e y �*' a g tq 26581 RAMOS ST.. SAN JUAN CAPISTRANO• CA. 92875 _ _ - =---- -- -- -I ••G°'"�iBO�FO" ;>;. - z CONSTRUCTION DETAILS UNITS 1-10 � n ,%:,y- .,. � eabuEb uwu nr awzAxcau ar -vv .10 M.C9 �p < L bX12 17 A A M. 9 SM N Ilk ST MR MR. - ----- CITY OF SAN JUAN CAPISTRANO M ACJ I 8 H I ENOWERINC DIV50" LANOSCAPE IMPROVEMENT PLANS FOR LITTLE HOLLYWOOD EXPANSION L-JI I IE U) 26581 RAMOS ST., SAN JUAN CAPISTRANO. CA. 92675 CONSTRUCTION DETAILS & > UNITS 1-10 LAW L CERN November 7, 2008 Via FAX and U.S. Mail Addendum No. 3 San Juan Capistrano Little Hollywood Affordable Housing Project-Phase II This addendum is issued by approval of the City Economic Development Manager as authorized below. Please note this addendum changes the bid opening date. The new bid opening date and time is set for December 8, 2008, at 2:00 pm at the City Clerks office. In case of questions, please contact Laura Stokes, Housing/Redevelopment Coordinator, at 949- 443-6313. i A signed copy of this addendum shall accompany the bid. Contractor tfaura StokeW6n behal o Douglas D. Dumhart Economic Development Manager ii i November 26, 2008 Via FAX and Electronic Mail Addendum No. 4 San Juan Capistrano Little Hollywood Affordable Housing Project-Phase II The following clarifications and revisions to the plans and specifications are promulgated through this addendum: A. ADDITION OF BID ITEMS DU-17 The bid item DU-17 has been included to the Little Hollywood Affordable Housing Project-Phase II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work Items on page 30-c and the Detailed Specifications, page DS-47. PAYMENT The lump sum payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. B. UPDATE TO LIGHT FIXTURE DETAIL ON LANDSCAPING PLANS PAGE L-5 The supplier for the light fixture materials, on page L-5 of the Landscaping Plans no longer carries the fixture necessary for the project. The City has called out a new supplier and materials as illustrated on the attached drawing. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion may affect the bid amount for B-13 on page 18 of the specifications packet. PAYMENT The lump sum payment for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. C. ADDITION OF BID ITEMS C-9 AND C-10 The bid items C-9 and C-10 have been included to the Little Hollywood Affordable Housing Project-Phase II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work Items on page 7 and the Detailed Specifications, page DS-3 and DS- 3a. PAYMENT The payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. D. ADDITION OF BID ITEMS ST-10 The bid item ST-10 has been included to the Little Hollywood Affordable Housing Project-Phase II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work Items on page 13 and the Detailed Specifications, page DS-13. PAYMENT The lump sum payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. A signed copy of this addendum along with the revised Schedule of Work Item shall accompany the bid. ague dv". 44104mz� Contractor Douglas LVDumhart Economic Development Manager DU-12 4 EA. Provide excavation, material and labor (including ground rods & rock base &/or slurry) as required for SDG&E 3312 for the per unit price of dollars. DU-13 2 EA. Provide excavation, material and labor (including ground rods & rock base Wor slurry) as required for SDG&E 3421 transformer pad for the per unit price of dollars. DU-14 4 EA. Provide excavation, material and labor (including ground rods & rock base &/or slurry) as required for AT&T 17"00" splice box for the per unit price of dollars. DU-15 4 EA. Provide trench notch for Cox Communication structures (to be installed by others). Item includes excavation, material and labor (including ground rods & rock base &/or slurry) as required for the per unit price of dollars. DU-16 10 EA. Provide service extensions for the per unit price of dollars. DU-17 6 EA. Furnish and Install Bollards for Transformers for the per unit price of dollars. DRY UTILITIES SUB-TOTAL $ 30-c BID ITEM DU-17 —Bollards for Transformers The work for this item shall consist of Furnishing and Installing Bollards for Transformers. PAYMENT The per unit 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 therefore. DS-47 AdIL NOTE: PRESSURE TREATED 2X4 SEE STRUCTURAL CALCS,DETAIL WITH COUNTERSUNK '3'SHEET S2, PREPARED BY GALVANIZED SCREWS. SHIMA31 LASCOLA ROUTER SPACE FOR CONTACT:STEVE SHEPPARD CONDUIT. SIZE AS - (949)770-9967 NEEDED. POST 6x6 PRESSURE TREATED SECTION A-A WOOD POST. NOTE: BALLAST,ARM AND LIGHT FIXTURE FINISH TO BE POWDER 1/2N I,. COAT FOREST GREEN _JF\I I \ ^ 1 TMS-A103-AL-F13 (FOREST q` GREEN)-DM8-MH100-CLEAR ii GLOBE-120-277-ELECTRONIC-WET LOCATION WITH PHOTO CELL o SWITCH. II P II II II II N II ii TOP OF FIXTURE BOX u NOTE: n LIGHT COMPONENTS AVAILABLE g FROM: CALIFORNIA LIGHTING SALES ii (C.L.S.) CONTACT: BOB PINGATORE ii (949) 295-5075 II o II II ry ii A A ..r u n n n n II n II II u 6x6 STAINED PRESSURE TREATED ii WOOD POST. STAIN COLOR TO BE ii CONDUIT LINE. SELECTED. ii ii 110V POWER SUPPLY&]-BOX. 1 lx REDWHAMFOODER.PLANT-ONS II DIMENSION TO FIT W/ 1"C ]-BOX _ TOP OF SIMPSON o i STRONG TIE ei F.G. F.G. SIDE VIEW _ CONNECTOR W/BOLTS AND :I •III- WASHERS TO SECURE POST. NOTE: I I . �'I I I SEE STRUCTURAL CALCS. LIGHT TO BE EQUIPPED WITH CONCRETE FOOTING -SIZE AND PHOTO SWITCH AND MEET ALL ELECTRICAL CODES. REINFORCEMENT PER STRUCT. :III 4 I I = ENG.'S DETAILS AND CALC.'S. III-- - PRESATURATE AND COMPACT —I I—I — SUBGRADE PER GEOTECH. SOILS FRONT VIEW ENG.'S RECOMMENDATIONS. LIGHTPOST SCALE: 1/2" = V-O" The Following Documents Relate to Addendum No . 4 C C-8 1 L.S. Provide On-Site BMPs and Erosion Control $ $ for the duration of the construction (Rough Grade & Precise Grade)per the Erosion Control Plans for the lump sum of dollars. C-9 24,000 CY Rough grade the project site to proposed $ $ rough grade plan elevations. This grading includes street undercuts, finished pads, and the over excavation and recompaction of existing soils per the geotechnical engineer's soil report for the per cubic yard price of dollars. C-10 788 CY Import soil for site earthwork balance and $ $ compact to proposed rough grade for the per cubic yard price of dollars. MOBILIZATION, ROUGH GRADING, BMP SUB-TOTAL $ 7 PAYMENT The lump sum price for this item shall include all labor,materials,tools and equipment necessary to cavy out the work as specified and no additional compensation shall be made therefore. BID ITEM C-6—CONSTRUCT DESILTING BASIN The work for this item shall include the rough grading of a destiling basin and the installation of a CMP riser connected to the existing storm drain. 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 therefore. BID ITEM C-7—CONSTRUCT CONCRETE COLLAR Concrete Collar shall be constructed to join the desilting basin riser to the existing storm CMP storm drain per A.P.W.A. standard plan 380-3. 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 therefore. BID ITEM C-8—PROVIDE ON-SITE BMPs AND EROSION CONTROL FOR THE DURATION OF THE CONSTRUCTION Provide On-Site BMPs and Erosion Control for the duration of the construction (Rough Grade &Precise Grade) per the Erosion Control Plans. 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 therefore. BID ITEM C-9—ROUGH GRADE PROJECT SITE INCLUDING OVER EXCAVATION AND RECOMPACTION Rough grade the project site to proposed rough grading plan elevations. This grading includes street undercuts, finished pads, and the over excavation and recompaction of existing soils per the DS-3 geotechnical engineer's soil report. PAYMENT The unit price bid per cubic yard for rough grading the project site including over excavation and recompaction shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM C-10- IMPORT SOIL FOR SITE EARTHWORK BALANCE AND COMPACTION Import soil for site earthwork balance and compact to proposed rough grade per geotechnical engineer's soil report. PAYMENT The unit price bid per cubic yard for import soil for site earthwork balance and compaction shall include all labor, materials, tools„equipment necessary to construct the work, and no additional compensation will be made therefore. DS-3a ST-8 22 L.F. Install NDS Dura Channel Drain Part No. $ $ 600 with DS-221 Grate for the unit price dollars per linear foot. ST-9 1 L.S. Remove Existing Speed Bump and Construct $ $ Speed Bump of Equal Dimensions on Ramos Street Immediately East of"A" Street Intersection for the lump sum price of dollars. ST-10 1 EA. Construct Street Light for the unit price of $ $ dollars per each. STREET IMPROVEMENTS SUB-TOTAL $ 13 0 Furnish and install NDS Dura Channel drain and grate per manufacturer's specifications and recommendations. PAYMENT The unit price bid per linear foot for NDS Dura channel drain and grate shall include all labor,materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM ST-9 — REMOVE EXISTING SPEED BUMP AND RECONSTRUCT AT DIFFERENT LOCATION Remove the existing speed bump in conflict with the proposed entry street to the project site and construct speed bump of equal dimensions immediately east of the street intersection and/or as directed by the City Traffic Engineer. PAYMENT The unit price bid per square foot for the removal and reconstruction of the existing speed bump shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM ST-10—FURNISH AND INSTALL STREET LIGHT Install Street Light at project entry off Ramos Street as indicated on the street improvement plans. Street Light shall be single fixture 100 watt lips, 120V, lantern aluminum housing with verde finish, Hadco lighting S6363 or equal,round 5"—3"tapered 14' aluminum verde pole Hadco lighting SP6363 or equal. PAYMENT The unit price bid per each for street light shall include all labor, materials, tools, equipment, and all incidentals for accomplishing the work as specified herein including cold planning, and no additional compensation will be allowed therefore. DS-13 The lump sum payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. D. ADDITION OF BID ITEMS ST-10 The bid item ST-10 has been included to the Little Hollywood Affordable Housing Project-Phase II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work Items on page 13 and the Detailed Specifications, page DS-13. PAYMENT The lump sum payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. A signed copy of this addendum along with the revised Schedule of Work Item shall accompany the bid. �.0 aO"- Zlelwz�` Contractor Douglas IYDumhart Economic Development Manager November 26, 2008 Via FAX and Electronic Mail Addendum No. 5 San Juan Capistrano Little Hollywood Affordable Housing Project-Phase II The following clarifications and revisions to the plans and specifications are promulgated through this addendum: A. ADDITION OF BID ITEMS B-23 The bid item B-23 has been included to the Little Hollywood Affordable Housing Project- Phase II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work Items on page 19 and the Detailed Specifications, page DS-22a. PAYMENT The payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. B. ADDITION OF BID ITEMS PG-19 AND PG-20. The bid items PGA 9 and PG-20 have been included to the Little Hollywood Affordable Housing Project-Phase II Specifications. This inclusion does not change the Little Hollywood Affordable Housing Project-Phase II Plans. This inclusion affects the Schedule of Work Items on page 16 and the Detailed Specifications, page DS-17a. PAYMENT The payments for the supply, installation and construction of the above listed bid item shall include all labor, materials, tools and equipment and no additional compensation shall be made therefore. A signed copy of this addendum along with the revised Schedule of Work Item shall accompany the bid. 16144 azo�� Contractor Douglas ff. Dumhart Economic Development Manager The Following Documents Relate to Addendum No . 5 A B-17 2,304 SF Construct 4" thick sidewalks with stoops at $ $ all houses for the unit price of dollars per square foot per detail b/L-5 on the landscape plans. B-18 373 LF Construct 4'high wood fence enclosure at all $ $ houses for the unit price of dollars per linear foot per details d/L-5 on the landscape plans. B-19 680 LF Construct equestrian fence for the unit price $ $ of dollars per linear foot per detail a/L-5 on the landscape plans. B-20 36 EA. Furnish and Install 12"-18" boulders as part $ $ of the stone stacking for the unit price of dollars per detail b/L-4 on the landscape plans. B-21 57 EA. Furnish and Install 9"-12" cobble as part of $ $ the stone stacking for the unit price of dollars per detail b/L-4 on the landscape plans. B-22 123 EA. Furnish and Install 6"-9" cobble as part of $ $ the stone stacking for the unit price of dollars per detail b/L-4 on the landscape plans. B-23 1980 SF Construct 6" thick concrete paving for the 10 $ $ carports for the per square foot price of dollars. BUILDING SUB-TOTAL $ 19 BID ITEM B-23 —FURNISH AND INSTALL STREET LIGHT Construct 6" thick concrete paving for the carports per the landscape and architectural plans. PAYMENT The unit price bid per square foot of 6" thick concrete paving shall include all labor, materials, tools, equipment, and all incidentals for accomplishing the work as specified herein including cold planning, and no additional compensation will be allowed therefore. DS-22a. The Following Documents Relate to Addendum No . 5 B PG-17 2 EA. Furnish and install Bollard for the unit price $ $ of dollars per each. PG-18 4 L.F. Furnish and install 36" RCP for the per $ $ linear foot price of dollars. PG-19 521 L.F. Construct bioretention swale per the precise $ $ grading plans and detail 70 on sheet 3. Bid item to include 8" deep gravel layer, 2' deep planting mix, 2" mulch layer, and general fine grading of the side slopes for the per linear foot price of dollars. PRECISE GRADING SUB-TOTAL $ 16 BID ITEM PG-18 —FURNISH AND INSTALL 36" RCP Furnish and Install 36" RCP per the precise grading plan. PAYMENT The unit price bid per linear foot for 36" RCP shall include all labor, materials, tools, equipment, and all incidentals for accomplishing the work as specified herein including cold planning, and no additional compensation will be allowed therefore. BID ITEM PG-19—CONSTRUCT BIORETENTION SWALE Construct bioretention swale per the precise grading plans and detail 70 on sheet 3. Bid item to include 8" deep gravel layer, 2' deep planting mix, 2" mulch layer, and general fine grading of the side slopes. PAYMENT The unit price bid per linear foot for 36" RCP shall include all labor, materials, tools, equipment, and all incidentals for accomplishing the work as specified herein including cold planning, and no additional compensation will be allowed therefore. DS-17a PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC October 16, 2008 �+ J.N. 06-1606 ADAM$ • EER CIVIL ENGINEERSS INC.INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II-10 UNITS LOS RIOS HISTORIC DISTRICT MOBILIZATION.ROUGH GRADING. &EROSION CONTROL Item Work Items With Unit Price Approx. Unit Unit Price Total Amount uanti C-1 Project Survey t L.S. $6,000.00 $6,000.00 C-2 Establish Centerline Ties and Monuments 1 L.S. $2,500.00 $2,500.00 C-3 Mobilization 1 L.S. $1,000.00 $1,000.00 C-4 Clear and Grub I L.S. $1,000.00 $1,000.00 C-5 Remove and Dispose of Existing Headwall and Trash Rack 1 L.S. $1,000.00 $1,000.00 C-6 Construct Desilting Basin I L.S. $1,500.00 $1,500.00 C-7 Construct Concrete Collar I EA. $500.00 $500.00 C-8 Provide On-Site BMPs and Erosion Control for the duration 1 L.S. $1,500.00 $1,500.00 of the construction(Rough Grade&Precise Grade)per the Erosion Control Plans MOBILIZATION,ROUGH GRADING,BMP SUB- $15,000.00 TOTAL PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC 0§00 October 16, 2008 p J.N. 06-1606 ADAM$ ' EER CIVIL ENGINEERSS INC.INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE 11-10 UNITS LOS RIOS HISTORIC DISTRICT SEWER IMPROVEMENTS Item Work Items With Unit Price Approx. Unit Unit Price Total Quantity Amount S-1 Furnish and Install 15"PVC SDR-35 Sewer Line with Pipe 62 L.F, $55.00 $3,410.00 Bedding S-2 Furnish and Install 8"PVC SDR-35 Sewer Line with Pipe 295 L.F. $40.00 $11,800.00 Bedding S-3 Furnish and Install 6"PVC SDR-35 Sewer Line with Pipe 165 L.F. $35.00 $5,775.00 Bedding S-4 Furnish and Install 4"PVC SDR-35 Sewer Lateral 283 L.F. $30.00 $8,490.00 S-5 Construct 48" Sewer Manhole 3 EA. $2,000.00 $6,000.00 S-6 Construct Sewer Clean-out 15 EA. $1,500.00 $22,500.00 S-7 Break into Existing Sewer Manhole and Connect PVC 3 EA. $500.00 $1,500.00 Sewer Pipe Modifying Manhole Bottom as Required S-8 Furnish and Install 4"x6"Reducer 1 EA. $50.00 $50.00 S-9 Abandon and Remove Existing Sewer Line 273 L.F. $15.00 $4,095.00 S-10 Abandon and Remove Existing Sewer Manhole 2 EA. $1,000.00 $2,000.00 5-11 Adjust to Grade Existing Sewer Manhole 4 EA. $1,000.00 $4,000.00 5-12 Supply and implement sewer by-pass pumping 1 L.S. $8,000.00 $8,000.00 SEWER IMPROVEMENTS SUB- $77,620.00 TOTAL PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC October 16, 2008 J.N. 06-1606 ADAMS - STREETER CIVIL ENGINEERS INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II—10 UNITS LOS RIOS HISTORIC DISTRICT ALTERNATE BID ITEMS-SEWER IMPROVEMENTS Item Work Items With Unit Price Approx. Unit Unit Price Total uanti Amount AL-1 Cut into Existing 26"Dia. 0.250"Min. Thick Steel Casing I L.S. $500.00 $500.00 & 15"PVC SDR-26 PVC Sewer Line, SEWER IMPROVEMENTS SUB- $500.00 TOTAL PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC 440 October 16, 2008 J.N. 06-1606 ADAM$ C CIVIL ENGINEERS ININC.. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II—10 UNITS LOS RIOS HISTORIC DISTRICT WATER IMPROVEMENTS Item Work Items With Unit Price Approx. Unit Unit Price Total uanti Amount W-1 Furnish and Install Bollard 11 EA. $200.00 $2,200.00 W-2 Trench,Backfill, and Resurface Street 29 LT $30.00 $870.00 W-3 Construct 8"PVC C-900 CL-200 Water Main 719 LT $35.00 $25,165.00 W-4 Construct Thrust Block is EA. $750.00 $11,250.00 W-5 Construct 450, 22.5°, 11.250 Bend 13 EA. $100.00 $1,300.00 W-6 Construct Air&Vacuum Relief Valve 1 EA. $2,000.00 $2,000.00 W-7 Construct Hot Tap Connection 2 EA. $2,200.00 $4,400.00 W-8 Furnish and Install 2.5° High Deflection Coupling(HD 4 EA. $100.00 $400.00 W-9 Construct Fire Hydrant Assembly 2 EA. $2,500.00 $5,000.00 W-10 Construct 8"Gate Valve and Valve Box Assembly 5 EA. $900.00 $4,500.00 W-1 I Construct 1"Domestic Water Service with 1"Meter&Box 10 EA. $750,00 $7,500.00 WATER IMPROVEMENTS SUB- $64,585.00 TOTAL PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC October 16, 2008 1 -Air J.N. 06-1606 ADAMS SIRE ER CIVIL ENGINEERS INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II —10 UNITS LOS RIOS HISTORIC DISTRICT STREET IMROVEMENTS Item Work Items With Unit Price Approx. Unit Unit Price Total uanti Amount ST-I Sawcut and Remove Existing A.C. Pavement 708 S.F. $1.50 $1,062.00 ST-2 Sawcut and Remove Existing Concrete Driveway 297 S.F. $3.00 $891.00 ST-3 Construct 4"A.0 street paving. Actual R Value to be 325 Tons $36.00 $11,700.00 confirmed onsite and verified by soils engineer ST-4 Construct 5"A.B. for street paving. Actual R Value to be 207 C.Y. $33.00 $6,831.00 confirmed onsite and verified by soils engineer ST-5 Install Precast Concrete Wheelstop 10 EA. $75.00 $750.00 ST-6 Paint 4" White Strip 115 L.F. $4.00 $460.00 ST-7 Construct 5"Concrete Driveway with No. 3 Bars @ 24" 241 S.F. $7.50 $1,807.50 O.C. ST-8 Install NDS Dura Channel Drain Part No. 600 with DS- 22 L.F. $25.00 $550.00 221 Grate ST-9 Remove Existing Speed Bump and Construct Speed Bump 1 L.S. $1,000.00 $1,000.00 of Equal Dimensions on Ramos Street Immediately East of "A" Street Intersection STREET IMPROVEMENTS SUB- $25,051.50 TOTAL PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC 0 0 October 16, 2008 J.N. 06-1606 ADAM$ ' CIVIL ENGMEEKS EERS INC.INf. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II—10 UNITS LOS RIOS HISTORIC DISTRICT BUILDING Item Work Items With Unit Price Approx. Unit Unit Total uanti Price Amount B-1 Construct raised concrete foundations for 2 bedroom(NC- 7 EA. $3,000 $21,000 01) Silvercrest manufactured homes B-2 Construct raised concrete foundations for 1 bedroom(NC- 3 EA. $3,000 $9,000 11047) Silvercreset manufactured homes B-3 Supply and install on foundations the 2 bedroom(NC-01) 7 EA. $62,998 $440,986 Silvercrest manufactured homes with covered front porches &decks B-4 Supply and install on foundations the 1 bedroom(NC- 3 EA. $61,827 $185,481 11047) Silvercrest manufactured homes. B-5 Construct covered front porches, steps,decks,railings and 3 EA. $4,000 $12,000 ramps for all l bedroom(NC-11047) Silvercrest homes B-6 Construct carports with storage cabinets for all homes. 10 EA. $5,000 $50,000 B-7 Supply and install concrete wheel stops for all carports 10 EA. $200 $2,000 B-8 Construct 2 concrete pads for picnic tables 286 S.F. $10 $2,860 B-9 Supply and install 8' long picnic tables 2 EA. $1,000 $2,000 B-10 Supply and install trash receptacles 2 EA. $500 $1,000 B-11 Supply and install one Dog Valet Pet Waste Station with I EA. $300 $300 conc. Footing B-12 Construct concrete/stone entry pilasters 2 EA. $2,500 $5,000 B-13 Fabricate and install one street light I EA. $800 $800 B-14 Construct concrete pad and foundation for Mail Box and 16 S.F. $15 $240 pedestal B-15 Supply and install one 12 Unit Type 11 Cluster Mail Box I EA. $1,500 $1,500 on pedestal B-16 Construct Bridge I L.S. $15,000 $15,000 B-17 Construct 4"thick sidewalks with stoops at all houses 2,304 S.F. $8 $18,432 B-18 Construct 4'high wood fence enclosure at all houses 373 L.F. $15 $5,595 B-19 Construct equestrian fence 680 L.F. $10 $6,800 BUILDING SUB- $779,994 TOTAL PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC A0 October 16, 2008 J.N. 06-1606 ADAMS • CIVIL ENGINEERSEERS INC.INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE 11-10 UNITS LOS RIOS HISTORIC DISTRICT PRECISE GRADING Item Work Items With Unit Price Approx. Unit Unit Price Total uanti Amount PG-1 Construct 4"A.C. driveway paving. Actual R value to be 65 TON $36.00 $2,340.00 Confirmed Onsite and Verified by the Soils Engineer PG-2 Construct 5"A.B. for driveway paving. Actual R Value to 42 C.Y. $33.00 $1,386.00 be Confirmed Onsite and Verified by the Soils Engineer PG-3 Construct Dry Well I L.S. $6,000.00 $6,000.00 PG-4 Furnish and install EcoRain Systems Raintanks 1 L.S. $7,000.00 $7,000.00 PG-5 Furnish and install 36"RCP 12 L.F. $50.00 $600.00 PG-6 Construct 10' Wide Dirt Equestrian Trail 462 L.F. $2.00 $924.00 PG-7 Furnish and install 4"Perforated PVC Pipe Bioretention 521 L.F. $30.00 $15,630.00 Swale Subdrain PG-8 Construct Headwall, Pipe Inlet, and Concrete Pad 1 L.S. $2,000.00 $2,000.00 PG-9 Furnish and install Trash Rack 1 EA. $500.00 $500.00 PG-10 Furnish and install 12"Atrium Grate(NDS 1280) 5 EA, $35.00 $175.00 PG-11 Construct Junction Structure with Pressure Manhole Shaft I EA. $3,000.00 $3,000.00 and Pressure Plate Detail without Reducer PG-12 Furnish and install 4"Perforated PVC Subdrain pipe 84 L.F. $30.00 $2,520.00 PG-13 Fumish and install 4"PVC pipe 181 L.F. $14.00 $2,534.00 PG-14 Furnish and install 6" PVC pipe 81 L.F. $16.00 $1,296.00 PG-15 Furnish and install 8"PVC pipe 182 L.F. $20.00 $3,640.00 PG-16 Furnish and install 10" PVC pipe 123 L.F. $25.00 $3,075.00 PG-17 Furnish and install Bollard 2 EA. $200.00 $400.00 PRECISE GRADING SUB- $53,020.00 TOTAL PREPARED BY;ADAMS STREETER CIVIL ENGINEERING, INC 0§ 0 October 16, 2008 J.N. 06-1606 ADAM$ ' N CIVIL ENGINEERSEERS INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II —10 UNITS LOS RIOS HISTORIC DISTRICT DOMESTIC WATER IRRIGATION EQUIPMENT Item Work Items With Unit Price Approx. Unit Unit Price Total Quantity Amount DI-1 Supply and install connection to 1-1/2"water meter for the 1 L.S $500.00 $500.00 irrigation point of connection DI-2 Supply and install 2"Brass gate valves 5 EA. $300.00 $1,500.00 DI-3 Supply and install 1-1/2"Reduced pressure backflow 1 EA. $1,000.00 $1,000.00 preventer with wye strainer DI-4 Supply and install backflow stainless steel vandal resistant I EA. $1,500.00 $1,500.00 enclosure DI-5 Supply and install booster pump with electrical connection I EA. $12,000.00 $12,000.00 DI-6 Supply and install 2" Plastic pressure reducing master valve 1 EA. $500.00 $500.00 DI-7 Supply, install and connect to controller a 1-1/4"brass flow 1 EA. 1 $600.00 $600.00 sensor DI-8 Supply and install 3/4"brass quick coupler valves 5 EA. $200.00 $1,000.00 13I-9 Supply and install I"plastic automatic control valves 4 EA. $225.00 $900.00 DI-10 Supply and install 1-1/2"plastic automatic control valves 4 EA. $250.00 $1,000.00 DI-11 Supply and install 120/240 VAC power meter for the I EA. $2,500.00 $2,500.00 irrigation control timer DI-12 Supply and install automatic irrigation control timer in a 1 EA. $4,500.00 $4,500.00 stainless steel enclosure DI-13 Supply and install connection from electrical meter to 1 L.S $250.00 $250.00 irrigation control timer DI-14 Supply and install 2" Schedule 40 PVC mainline and 650 1 L.F. $3.00 $1,950.00 fittings DI-15 Supply and install Schedule 40 PVC non pressure lateral 3,800 L.F. $2.00 $7,600.00 piping and fittings DI-16 Supply and install#14 AWG irrigation control wire 4,250 L.F. $0.30 $1,275.00 including lead wire, common wire and extra wires DI-17 Supply and install Rainbird 1812 SAM PRS 12"pop up 201 EA. $30.00 $6,030.00 spray heads with MPR nozzles DI-18 Supply and install Rainbird PASS PRS spray heads on riser 54 EA. $12.00 $648.00 with check valve and MPR nozzles DI-19 Supply and install Rainbird 1804 SAM PRS 4"pop up strip 62 EA. $12.00 $744.00 bubblers with PCS screens DI-20 Supply and install Rainbird 1812 SAM PRS 12"pop up 18 EA. $30.00 $540.00 spray heads with rotary nozzles DI-21 Supply and install Rainbird 1806 SAM PRS 6"pop up 51-1- 54 EA. $20.00 $1,080.00 B bubblers with PCS screens DI-22 Supply and install 2" Schedule 40 PVC sleeving 300 L.F. $2.50 $750.00 DI-23 Supply and install 3" Schedule 40 PVC sleeving 50 L.F. $4.50 $225.00 DI-24 Supply and install 4" Schedule 40 PVC sleeving 500 L.F. $8.00 $4,000.00 DOMESTIC URMGATION SUB- $52,592.00 TOTAL PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC October 16, 2008 J.N. 06-1606 ADAMS - STREETER CIVIL ENGINEERS INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT FUTURE RECYCLED WATER IRRIGAITON EQUIPMENT Item Work Items With Unit Price Approx. Unit Unit Price Total Quantity Amount RI-1 Supply and install connection to 1-1/2"water meter for the 1 L.S. $500.00 $500.00 irrigation point of connection RI-2 Supply and install 2"Brass gate valves 8 EA. $300.00 $2,400.00 RI-3 Supply and install 1-1/2"Reduced pressure backflow 1 EA. $1,000.00 $1,000.00 preventer with wye strainer RI-4 Supply and install backflow stainless steel vandal resistant 1 EA. $1,500.00 $1,500.00 enclosure RI-5 Supply and install I-1/2"Schedule 80 PVC Basket Strainer I EA. $500.00 $500.00 with 80 mesh stainless steel screen RI-6 Supply and install booster pump with electrical connection 1 EA. $12,000.00 $12,000.00 RI-7 Supply and install 2"Plastic pressure reducing master valve 1 EA. $500.00 $500.00 with purple knobs RI-8 Supply, install and connect to controller a 1-1/4"brass flow I EA. $600.00 $600.00 sensor RI-9 Supply and install 3/4" brass recycled water quick coupler 5 EA. $200.00 $1,000.00 valves RI-10 Supply and install 1"plastic automatic control valves with 9 EA. $240.00 $2,160.00 purple knobs RI-1 I Supply and install 1-1/2"plastic automatic control valves I EA. $265.00 $265.00 with purple knobs RI-12 Supply and install 120/240 VAC power meter for the 1 EA. $2,500.00 $2,500.00 irrigation control timer RI-13 Supply and install automatic irrigation control timer in a 1 EA. $4,500.00 $4,500.00 stainless steel enclosure RI-14 Supply and install connection from electrical meter to 1 L.S. $250.00 $250.00 irrigation control timer RI-15 Supply and install Purple 2"Schedule 40 PVC mainline 630 L.F. $3.50 $2,205.00 and fittings R1-16 Supply and install Purple Schedule 40 PVC non pressure 3,770 L.F. $2.25 $8,482.50 lateral piping and fittings RI-17 Supply and install#14 AWG irrigation control wire 5,800 L.F. $0.30 $1,740.00 including lead wire,common wire and extra wires RI-18 Supply and install Rainbird 1812 SAM PRS NP 12"pop up 117 EA. $32.00 $3,744.00 spray heads with MPR nozzles RI-19 Supply and install Rainbird PASS PRS spray heads on riser 9 EA. $14.00 $126.00 with check valve and MPR nozzles RI-20 Supply and install Rainbird 1804 SAM PRS NP 4"pop up 2 EA. $14.00 $28.00 strip bubblers with PCS screens RI-21 Supply and install Rainbird 1812 SAM PRS NP 12"pop up 15 EA. $32.00 $480.00 spray heads with rotary nozzles RI-22 Supply and install Rainbird 5012 PL-R-SAM NP 12"pop 16 EA. $60.00 $960.00 up rotor heads with MPR nozzles RI-23 Supply and install Rainbird PASS PRS spray heads on riser 4 EA. $22.00 $88.00 with check valve and rotary nozzles RI-24 Supply and install Rainbird 5000S-PL-R rotor heads on 1 EA. $50.00 $50.00 riser with check valve and MPR nozzles RI-25 Supply and install Rainbird 1806 SAM PRS NP 6"pop up 105 EA. $22.00 $2,310.00 5H-B bubblers with PCS screens RI-26 Supply and install 2" Schedule 40 PVC sleeving 100 L.F. $2.60 $260.00 RI-27 Supply and install recycled water signs 2 EA. $100.00 $200.00 FUTURE RECYCLED WATER IRRIGATION EQUIPMENT SUB- $50,348.50 TOTAL PREPARED BY: ADAMS STREETER CIVIL ENGINEERING, INC October 16, 2008 J.N. 06-1606 ADAMS ' CIVIL ENGINEERS INC.INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II—10 UNITS LOS RIOS HISTORIC DISTRICT ALTERNATE BID ITEMS -RECYCLED IRRIGATION EQUIPMENT The Contractor shall also provide costs for the following bid alternate items for possible inclusion or substitution(as applicable) of base bid items shown above. Item Work Items With Unit Price Approx. Unit Unit Total Quantity Price Amount AI-1 Supply and install 314"brass recycled water quick coupler 2 EA. $200.00 $400.00 valves AI-2 Supply and install 1"plastic automatic control valves with 6 EA. $240.00 $1,440.00 purple knobs AI-3 Supply and install Purple 2" Schedule 40 PVC mainline 70 L.F. $3.50 $245.00 and fittings AI-4 Supply and install Purple Schedule 40 PVC non pressure 780 L.F. $2.25 $1,755.00 lateral piping and fittings AI-5 Supply and install Purple Schedule 40 Ultraviolet resistant 575 L.F. $2.50 $1,437.50 (UVR) PVC non pressure lateral piping and fittings on grade AI-6 Supply and install#14 AWG irrigation control wire 400 L.F. $0.30 $120.00 including lead wire, common wire and extra wires AI-7 Supply and install Rainbird 1812 SAM PRS NP 12"pop up 14 EA. $32.00 $448.00 spray heads with MPR nozzles AI-8 Supply and install Rainbird PASS PRS spray heads on riser 13 EA. $14.00 $182.00 with check valve and MPR nozzles AI-9 Supply and install Rainbird 1812 SAM PRS NP 12"pop up 14 EA. $32.00 $448.00 spray heads with rotary nozzles AI-10 Supply and install Rainbird 5012 PL-R-SAM NP 12"pop 7 EA. $60.00 $420.00 up rotor heads with MPR nozzles AT-11 Supply and install Rainbird PA8S PRS spray heads on riser 15 EA. $22.00 $330.00 with check valve and rotary nozzles AI-12 Supply and install Rainbird 5000S-PL-R rotor heads on 6 EA. $50.00 $300.00 riser with check valve and MPR nozzles AI-13 Supply and install Rainbird 1806 SAM PRS NP 6"pop up 6 EA. $22.00 $132.00 511-13 bubblers with PCS screens AI-14 Supply and install 4"Schedule 40 PVC sleeving 175 L.F. $8.50 $1,487.50 ALTERNATE BID ITEMS SUB- $9,145.00 TOTAL PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC October 16, 2008 1.N. 06-1606 ADAM$ CIVIL ENGINEERSEERS INC.INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE 11 -10 UNITS LOS RIOS HISTORIC DISTRICT LANDSCAPE Item Work Items With Unit Price Approx. Unit Unit Price Total Quantity Amount L-1 Remove existing Willow&Eucalyptus trees and roots 1 L.S. $3,000.00 $3,000.00 L-2 Clean and trim by a certified arborist and protect in place 1 L.S. $2,500.00 $2,500.00 the existing cluster of Pepper trees in the center of the site L-3 Soil prep and fine grade all landscape areas 25,428 S.F. $0.02 $508.56 L-4 Weed abatement in all landscape areas 25,428 ST. $0.03 $762.84 L-5 Supply and install 15 gal. trees 10 EA. $105.00 $1,050.00 L-6 Supply and install 24" box trees stakes and ties 43 EA. $350.00 $15,050.00 L-7 Hydroseed Bioswale seed mix 8,154 S.F. $0.12 $978.48 L-8 Hydroseed Meadow seed mix. 5,045 S.F. $0.12 $605.40 L-9 Hydroseed Law Growing Native seed mix 4,044 S.F. $0.12 $485.28 L-10 Supply and install a 2"deep layer of Bark Mulch in all 152 C.Y. $10.00 $1,520.00 landscape areas L-11 Supply and install I gal. shrubs(mostly CA natives) 338 EA. $7.00 $2,366.00 L-12 Supply and install 5 gal. shrubs(mostly CA natives) 610 EA. $18.00 $10,980.00 L-13 90 Day Landscape Maintenance 1 L.S. $2,500.00 $2,500.00 L-14 Supply and install 12"-18" Boulders 36 EA. $10.00 $360.00 L-15 Supply and install 57-9"-12"Cobbles as directed by the 1 L.S. $500.00 $500.00 landscape architect L-16 Supply and install 123-6"-9"Cobbles as directed by the 1 L.S. $700.00 $700.00 landscape architect L-17 Construct concrete steps in sidewalks 48 L.F. $40.00 $1,920.00 L-18 Construct 6" concrete mow curbs on both sides of DG path 496 L.F. $12.00 $5,952.00 L-19 Construct and install 3"thick colored, stabilized, 744 S.F. $3.00 $2,232.00 decomposed granite path L-20 Fabricate and install wood path lights 3 EA. $300.00 $900.00 LANDSCAPE SUB- $54,870.56 TOTAL PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC October 16, 2008 J.N.06-1606 ADAM$ ' EEM INC. CIVIL ENGINEERS INC. ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II —10 UNITS LOS RIOS HISTORIC DISTRICT ALTERNATE BID ITEMS-LANDSCAPE The Contractor shall also provide costs for the following bid alternate items for possible inclusion or substitution(as applicable)of base bid items shown above. Item Work Items With Unit Price Approx. Unit Unit Total uanti Price Amount AL-1 Not Used -Alternate Sewer Bid Item AL-2 Additional Plant Material—24"box trees stakes and ties 3 EA. $350.00 $1,050.00 AL-3 Additional Plant Material- 5 gal. shrubs 10 EA. $18.00 $180.00 AL-4 Additional Plant Material - 1 gal. shrubs 30 EA. $7.00 $210.00 AL-5 Soil prep and fine grade all landscape areas West of the 9,569 S.F. $0.02 $191.38 Equestrian Trail AL-6 Weed abatement in all landscape areas West of the 9,569 S.F. $0.03 $287.07 Equestrian Trail AL-7 Supply and install 24"box trees stakes and ties as shown 2 EA. $350.00 $700.00 on the landscape plans West of the Equestrian Trail AL-8 Hydroseed Low Growing Native seed mix on slopes West 9,569 S.F. $0.12 $1,148.28 of the Equestrian Trail AL-9 Supply and install a 2"deep layer of Bark Mulch in all 54 C.Y. $10.00 $540.00 landscape areas West of the Equestrian Trail AL-10 Supply and install I gal. shrubs(mostly CA natives) West 82 EA. $7.00 $574.00 of the Equestrian Trail AL-11 Supply and install 5 gal. shrubs(mostly CA natives) West 150 EA. $18.00 $2,700.00 of the Equestrian Trail ALTERNATE BID ITEMS TOTAL $7,580.73 PREPARED BY:ADAMS STREETER CIVIL ENGINEERING, INC October 16, 2008 J.N. 06-1606 ADAMS N EER CIVIL ENGINEERSS INCINC . ENGINEERS OPINION OF PROBABLE COST FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II—10 UNITS LOS RIOS HISTORIC DISTRICT PROJECT SUMMARY Cateaory Total Amount MOBILIZATION, ROUGH GRADING, AND $15,000.00 EROSION CONTROL SEWER IMPROVEMENTS $78,120.00 WATER IMPROVEMENTS $64,585.00 STREET IMPROVEMENTS $25,051.50 BUILDING IMPROVEMENTS $779,994.00 PRECISE GRADING $53,020.00 DOMESTIC IRRIGATION $52,592.00 RECYCLED IRRIGATION $59,493.50 LANDSCAPE $62,451.29 GRAND TOTAL $1,175,307.29 Little Hollywood Phase II- Affordable housing Project Pre Bid Meeting October 28, 2008 1100 pm Sign In Sheet NAME COMPANY CONTACT #/EMAIL R� ao2 Wk 6 � Lt SGI ��c�Gia( GI�1ctJt C p40Q-59S '99yf! 0 9S,( 300 e 600 F k2o1 7Go 8eS 9/6,/ Net ) 2-32-34LM C- O " GYaI �s-063 -Au'c 9�t'-bz33 _ l rlq q �— ?)I{ &6z 1 (3Z 15 Be �- er�v— r , am 4s1-s�s-g94 N rl-T16�- 12/�S S � Sl>2 IeC7�a eh 1/eSS�o.Co i NAME COMPANY CONTACT WEMAIL �ivrE nvva/ 4,6;?v d�9-�►Y� �tl 1�s 0 n� JI �� '' G.FSt< / dGn UC U/Y� �sOKI IC Q IGFG �904� ;2 1 Z J J9J NC qsr qqo -2g2/6 oenkvvr C,Vall cruet• -(i�f �4�P "7�75 '(14. 64.0 .&1*Z+ 0 Little Hollywood Phase II Affordable Housing Development Plan Holder's Questions 1. There is a cost benefit to purchasing and installing the one-bedroom units with the porches already attached. Is it possible to bid the one bedroom units with the porches attached? The City will entertain all cost savings opportunities proposed by the contractor selected for this project. 2. Would you please send me a copy of the plan holders list for the Little Hollywood Affordable Housing Project Phase 2? An updated version of the Projects Plan Holders List can be downloaded from http:llwww.sanivancapistrano.orq/index.aspx?page=636. 3. We are putting the finishing touches on our proposal for Little Hollywood and wanted to know if there was a soils report available. The Project's Soil Report can be downloaded from ham.I www.sanivancapistrano.orq/Index.aspx?page=636. 4. Is there an engineer's estimate for the Little Hollywood Phase II Affordable Housing Project? The Project's Engineer's Estimate can be downloaded from http.//www.sanivancapistrano.orgllndex.aspx?page=636. 5. The Schedule of Work item S-5 calls for three sewer manholes; however, the plans identify six sewer manholes necessary. Please clarify this discrepancy. The quantity in Schedule of Work item S-5 should have been six each. Change acknowledged in Addendum No. 2 6. The Schedule of Work item S-9 calls for the removal of 273 linear feet of existing sewer line; however, the plans identify approximately 600 linear feet of existing sewer line. Please clarify this discrepancy. The quantity in Schedule of Work item S-9 should have been 600 linear feet. Change acknowledged in Addendum No. 2 7. The Schedule of Work item W-2 calls for 29 linear feet of trenching, backfill, and re-surfacing the street where the lines are laid. While the 29 linear feet matches what is called out on the south end of the Water Improvement Sheet 4, it does not include item No. 49 on the north end of the Water Improvement Sheet 5. Please clarify this discrepancy. 0 The quantity in Schedule of Work item W-2 should have been 131 linear feet. Change acknowledged in Addendum No. 2. 8. There is no call out in the Schedule of Work items for trenching, backfill, and re- surfacing the street for sewer laterals. Should this cost be assumed into the linear foot pricing of laying the lateral? No, Schedule of Work item S-13 was added to include this work. Change acknowledged in Addendum No. 2. 9. The Schedule of Work item W-3 calls for 719 linear feet water main; however, the plans identify approximately 953 linear feet of water main necessary. Please clarify this discrepancy. The quantity 719 L.F. of 8"main line for W-3 is correct. Additionally, there is 209 L.F. of 1"domestic water service line as a part of W-11, which may clarify the confusion. 10. The Schedule of Work item W-10 calls for five 8" water gate valves; however, the Water Improvement Plans identify eleven. Please clarify this discrepancy. The quantity in Schedule of Work item W-10 should have been eleven 8"water gate valves. Change acknowledged in Addendum No. 2. 11. The Schedule of Work item ST-2 calls the removal of 297 square feet of concrete driveway. While 296 square feet matches what is called out on item No. 12 of the south-east side of the street shown on Sheet 4 of the Street Improvement Plans, it does not include item No. 12 on the north-west side of the street, found on the same sheet. Please clarify this discrepancy. Remove concrete driveway CN#12: ST-2 quantity is 297 S.F. The CN#12 on the north-west side of the street should be a 13. this error does not alter the bid. 12. Item No. 68 on the Percise Grading Plans shows a wall of stacked stones around a tree area. Where is this item in the Schedule of Work? This bid item seems to have been overlooked. The items to be added include: SIZE DESCRIPTION COLOR QUANTITY 12"-18" boulders to be selected 36 9"-12" cobble to be selected 57 6"-9" cobble to be selected 123 Change acknowledged in Addendum No. 2. 0 13. The color of the cobble used can change the price significantly. Is there has been a decision on the color of the boulders and cobble? The proposed color will be approved by staff. Recommendation is to utilize the most economical choice. 14. The specifications are calling out for two booster pumps. One for the domestic water and for the reclaimed water, but I cannot find them on the plans. No detail or spec on the booster pump. The detailed specs for the boosters are found on page L-13 of the Landscape/Irrigation Plans. 15. Section 17 of the General Conditions says that the City will designate a staging area. Where is it? The City will designate and determine the site prior to the pre-construction meeting. 16. How is the Grading, Over Excavation, finish; etc. Paid for? These items have been included in Addendum 4. 17. Note No. 68 on the Precise Grading Plans refers to stone staking per detail on Sheet No. 3. There is no detail on sheet No. 3, where is it? The stone stacking for note No. 68 on the precise grading has detail on sheet 3 of the precise grading plan. Additionally, there is a detail b"`boulder placement" on sheet L'4 of the Landscape Plans. 18. Who pays for the Archio-Palio, soils testing and reports? The City is separately contracting the Archeological reports and monitoring. 19. Confirm that per the soils report the over excavation is 10' below original ground. Per the soils report the over excavation is 10'below original ground. 20. Is the soils report part of the contract documents? The Soils Report is completed and on the City's Website for review at http://www.sanivancat)istrano.orgllndex.awx?page=636. 21. Where is the 4" sidewalk and 6" concrete paid for? The 4"sidewalks are under bid item B-17 The 6"concrete for the carports has been added to Addendum 5. 22. The Landscape plan note 1, 2, and 3 in the paving schedule refers to the soils report for the carport slab reinforcement and thickness. Please provide a design for these slabs as the 'Tables" are not included in the soils report supplies. Please Refer to Table 3 "Non-Structural Concrete Flatware for Medium Expansion Potential"on Page 21 of the soils report for reinforcement and thickness. 23. Clarify intent and design of footings and slab carports as shown on A-5, detail „b„ These details and calculations have been included in Addendum 2. 24. There is no pay item for the street light, "detail on C-05." Where is C-05 and how are we paid? The street light addition has been included in Addendum 4. 25. The Precise Grading Plan has construction notes for Bioretention Swale. Stone Stacking around thee and four linear feet of 36" RCP and JS. There are no bid pay items. How do we get paid? The Bioretention Swale item and the inclusion of 4 linear feet of RCP have been included in Addendum 5. Please see bid items L-14, -15, and-16 for the stone stacking bid items, and bid item PG-11 for the junction structure. 26. Provide details for concrete steps and landings as called for on Precise grading plan. No details are needed for the concrete steps and landings. • • 27. The wood path lights 3 EA, (a/1-4) shown on L-2 has no conduit or run including conductor or point of connection. Also not shown on SDG&E sheet 1 of 1. How is this paid for? Will be addressed prior to the Pre-Construction Meeting. 28. Irrigation Plan Sheet L-6 has no note for controller pad size of conduit or conductor run, or point of connection. How is this paid for? Will be addressed prior to the Pre-Construction Meeting. 29. Where is the conduit and conductor (who installs this wire?) size and run and P.O.C. for street light shown on sheet L-2? Will be addressed prior to the Pre-Construction Meeting. 30. Where can we find information about Occupational Licenses? California Housing and Community Development website has information regarding the license at http://www.hcd.ca.gov/codes/o!/. 31. What are the Bonding requirements? Bid Bond- 10% total bid Performance Bond- 100% total bid Labor and Materials Bond- 100% total bid 32. Does this Job Require Prevailing Wage? Yes. 33. Can a contractor bid on a single category alone? No; however, contractors are encouraged to utilize the Plan Holders List to present category bids to general contractors. 34. What is the scope for demolition? • • There is no direct scope for demolition; there is however, the request for removal of trees and shrubs. 35. Who is the manufacturer of the light pole fixtures? The manufacturer of the light pole fixtures is TSM. 36. Who is the manufacturer of the modular units and their contact information? The City is utilizing Silvercrest Units. The contact is Steve Truslow, Developer Sales Silvercrest/Western Homes 299 N. Smith Ave Corona, Ca 92880 1-800-382-0709 37. What are the City's Standard Specifications for abandonment of sewer lines and sewer man holes? The City does not have specifications for these items, and will utilize the City inspector for the final approval of this work, as noted within the plans. 38. What is the earthwork balance of import vs. export? The details behind the Earthwork balance were included in Addendum 5 which can be downloaded from the City's website at http://www.sanivancapistrano.org/index asox?Dage=636. 39. Where can we find the sign in sheet for the pre-bid meeting? The sign in sheet can be downloaded from the City's website at http//www sanivancapistrano orgllndex aspx?page=636. 40. Do we include the cost of the manufactured homes or just the construction and site work on the bid? The bid item should include the cost to supply and install the units. 41. What types of units will be being developed? Pre-Fabricated units will be purchased and • • 42. Pursuant to the specs and addendum: L14/15/16 and 620/21/22 are the same items - are they just being repeated? C4 and L1 are the same items - are they just being repeated as well? L 14/15/16 and 820/21/22 (stone stacking boulders/cobbles) are duplicate items. Please disregard 820/21/22. C4 and L 1 have a little overlap but are different items. • • CRA 8119/2008 AGENDA REPORT D1 TO: Dave Adams, Executive Director 9'0` FROM: Douglas Dumhart, Economic Development Manager SUBJECT: Consideration of Approval of Final Plans and Specifications for the Little Hollywood Affordable Housing Project Phase II and Authorization to Solicit Bids and Consideration of the Extension of Paseo Adelanto to Avenida De La Vista. (Council Priority No. 6A & 7A). RECOMMENDATION: By motion, approve the final plans and specifications for Little Hollywood Affordable Housing Project Phase II without landscape improvements within the Moulton Niguel Water District's and Orange County Flood Control District's easements, and authorize the solicitation of bids. SITUATION: Summary and Recommendation: The plans and specifications for the Little Hollywood Affordable Housing Project Phase II are complete and ready for approval and authorization to solicit bids. Staff has included a set of plans and specifications approved by committees and commissions (Attachment 1). Staffs finding of improvements over Orange County Flood Control District's (OCFCD) and the Moulton Niguel Water District's (MNWD) easements (Attachment 2) in the committee and commission approved plans motivated staff to propose excluding the landscaping improvements. At the joint Board and Council establishment of priorities meeting on May 14, staff was requested to provide an overview of the possibility of extending Paseo Adelanto north to Avenida de la Vista. The information regarding the possible road extension coincides with the presentation of the Little Hollywood Affordable Housing Project Phase II plans and specification, due to both projects potential utilization of the sight at the terminus of Paseo Adelanto. Staff recommends the Board by motion, approve the final plans and specifications for Little Hollywood Affordable Housing Project Phase II without landscape improvements within the MNWD and OCFCD easements, and authorize the solicitation of bids. Agenda Report • • Page 2 August 19, 2008 Backaround: The Community Redevelopment Agency (the "Agency') has supported affordable housing through the Little Hollywood project since the early 1980's. The Little Hollywood project is located in the Los Rios Historic District, between Ramos Street and Mission Street and currently consists of 14 units. Ten additional affordable units have been planned since the program's inception. On May 2, 2006 the Agency contracted Adams-Streeter to engineer and plan the ten additional units for $285,780. On November 13, 2006 Adams-Streeter submitted three conceptual designs for Agency review and requested Agency direction on January 16, 2007 regarding the inquiry to extend Paseo Adelanto to Avenida de la Vista. The Board agreed to move forward with the Little Hollywood Phase II in the proposed location, at the terminus of Paseo Adelanto (Attachment 3). The final plans and specifications for Little Hollywood Phase II have been competed in accordance with direction received from the Board of Directors at their January 16, 2007 meeting. Little Hollywood Phase II has been developed over the past two years. The project is a City Council priority originally assigned to the Planning Department and recently transferred to the City Manager's Office under the Agency. The new. Housing/Redevelopment Coordinator has taken on the remaining tasks the Little Hollywood Phase II required for completion, including Staff approval of proposed specifications and taking the final plans and specifications to Board of Directors for approval. Since the transition from the Planning Development two items have affected the Little Hollywood Phase II Project: 1. The joint Agency and City Council meeting on May 14, 2008, establishment of Council and Board priorities, reopened discussion for Paseo Adelanto to be extended north to Avenida de la Vista. (Attachment 4) 2. A stakeholder meeting on June 20, to finalize necessary actions for the projects completion, reveled that a portion of the planned landscaping improvements lie within the OCFCD easement and the MNWD easement. This report contains a discussion of the readiness of the Little Hollywood Phase II Project, the Paseo Adelanto connection to Avenida de la Vista and its impacts on Phase II; the issues and solutions with the OCFCD and MNWD easements; and, alternative actions for the timely initiation and completion of this project. Agenda Report • • Page 3 August 19, 2008 Little Hollywood Affordable Housing Project Phase II Plans: Adams-Streeter inc. has completed design drawings and construction specifications for the work related to the ten affordable units, adjacent to the existing 14 affordable units, in the Los Rios Historic District, for bidding and construction purposes. Staff and commissions reviewed these drawings and specifications at 50%, 90% and now the 100% stage of the design process. Paseo Adelanto Extension Considerations: Staff has been working with Adams-Streeter since May, 2006, on developing the Little Hollywood Project Phase II. At the joint Agency and City Council meeting on May 14, 2008, to establishment of Council and Board priorities, staff was requested to report back on the possibility of Paseo Adelanto to be extended north to Avenida de la Vista. With the Little Hollywood Project Phase II plans and specifications complete, staff requests final direction from the Agency to move forward with the Little Hollywood Project Phase II or alternatively to move forward with the extension of the Paseo Adelanto. The considerations associated with extending Paseo Adelanto north to Avenida de la Vista include the following: 1. Impacts of road extension on the Little Hollywood Phase II Project The impacts from the above road extension to the Little Hollywood Phase II Project include: • The plans prepared and submitted by Adams-Streeter would need to be completely redone at a cost of$210,000. • The need to process a Rezone Amendment to the Los Rios Specific Plan Circulation Element and map, with a fee of$5,000. • The redesign and amendments to the Los Rios Specific Plan will result in delaying the Little Hollywood Phase II Project approximately one year from the estimated completion date of June, 2009 to June, 2010, approximate staff cost of $20,000. • The project delays will impact the City's progress towards meeting its Housing Element Regional Housing Needs Assessment requirements for new construction of low and very-low income units. • One of the existing rental units completed in January, 2000, will need to be relocated at a cost of approximately $89,800 (Attachment 5). 2. The road extensions consistency with the adopted Los Rios Specific Plan zoning document The Los Rios Specific Plan designates the Little Hollywood area as low density residential with a density of 4 dwelling units per acre. The Circulation Element Agenda Report • • Page 4 August 19, 2008 states, in part, that Paseo Adelanto shall be 28' wide and extend from Del Obispo Street to Ramos Street • The Circulation Plan map does not include provision for extension of Paseo Adelanto north through to Avenida de la Vista. • This extension would require a Specific Plan amendment. 3. The impacts to the Del Obispo Bridae widening Capital Improvement Project (_CIP No. 122) Project Description: This project is located along Del Obispo Street between Alipaz Street and Camino Capistrano. The proposed project consists of widening Del Obispo Street over Trabuco Creek Bridge (Bridge No.55C0396), and channel improvements. Westbound Del Obispo Street will be widened at the bridge and through to Alipaz Street to accommodate dual left turn lanes, dual through lanes, a bike lane and a sidewalk. Eastbound Del Obispo Street will be widened to provide for a single through lane, a single shared through/right turn lane, a left-turn lane, a bike lane, and a sidewalk. Creating the extension of Paseo Adelanto through to Avenida de la Vista will create a greater eastbound left turn demand at Paseo Adelanto than is currently planned. While the traffic impacts from the roadway extension are unknown at this time and would require analysis, the potential exists that an increase in traffic may require a wider bridge to accommodate a longer left turn lane. The following sample calculations give the estimated increased volume to the road using ITE Trip Generation and an estimated 50% diversion to the extended roadway. 50% Peak Hour Left Turnsest. 60% ADT for 900 units: 4200 2100 AM Peak Hour: 300 150 90 PM Peak Hour: 380 190 114 These estimates do not include existing left turns. The average storage need for turning vehicles from eastbound Del Obispo onto Northbound Paseo Adelanto is two and a half to three vehicles. Should the road extension cause fluctuations in arrival times, the storage would need to be increased to about five (with intersection light in 80 second cycles). The existing eastbound left turn pocket at Paseo Adelanto is 40 feet long, which is enough for approximately two vehicles. The current project proposes a 50 foot long eastbound left turn pocket at Paseo Adelanto, which will accommodate approximately three vehicles. The distance between Alipaz and Paseo Adelanto may be too short for a further extension. Widening the bridge for a vehicular capacity purpose may also have implications with CalTrans, due to the current widening being slated as an improvement for bikes and pedestrians only. Agenda Report • • Page 5 August 19, 2008 Plans are currently in preliminary stages and a change to widen the bridge may extend the process; and thereby, potentially jeopardize the funding of $2.7 million, should construction contract fail to be awarded before end of June 2009. 4. The impacts to the Camino Capistrano/Del Obispo Street Intersection Capital Improvement Project (CIP No. 111) Project Description: This project consists of minor improvements to the operation of the Camino Capistrano/Del Obispo Street intersection by converting the existing Del Obispo Street westbound lane configuration of one right turn, two through lanes, one left turn lane into one shared through/right turn lane, one through lane, two left turn lanes and widening the north side of westbound Del Obispo Street. Additionally, driveway and sidewalk improvements are proposed to improve driveway turn movement conflicts on approaches to the intersection. The extension of Paseo Adelanto north to Avenida de la Vista can be expected to reduce Del Obispo Street eastbound traffic making left turns and Camino Capistrano southbound traffic making right turns. Overall, the roadway extension may improve the intersection operation. However, the extent of such improvement and the traffic impacts remains to be analyzed. There would be no cost implications to the Camino Capistrano/Del Obispo Street intersection CIP project if Paseo Adelanto was extended north to Avenida de la Vista. 5. The impacts to the existing Capistrano Villas and Los Rios District neighborhoods The Capistrano Villas neighborhood consists of approximately 900 condominiums constructed on approximately 46 acres of land west of Camino Capistrano, east of Avenida de la Vista, south of Oso Road, and north of Mission Street. The ingress/egress to the Capistrano Villas condominiums is Camino Capistrano at Oso Road and Camino Capistrano at La Zanja. There is also a gated emergency access drive at Mission Street adjacent to Avenida de la Vista. Extending Paseo Adelanto north through to Avenida de la Vista will open an additional ingress/egress through the Little Hollywood area of the Los Rios District to the Capistrano Villas neighborhood. Staff anticipates that increases in traffic counts would be significantly impacted by the following: (1) Capistrano Villas 900 households; (2) the existing and proposed Los Rios District residential, commercial, and visitor vehicles; and (3) commercial vehicles and trucks to and from several stables and nursery operations off of Avenida de la Vista. This extension may produce negative consequences to the Los Rios district and may be unfavorable to the residents adjacent to the extension. Presenting the community surrounding the project with a survey determining resident acceptance Agenda Report • • Page 6 August 19, 2008 would be prudent as well as allowing for collaboration to develop approval from the neighborhood. 6. The consideration of extending the road Paseo Adelanto through to Avenida de la Vista. The extension of Paseo Adelanto through to Avenida de al Vista requires the planning and engineering of Plans and Specifications for approximately 820 linear feet of roadway. A general estimate for these documents is $60,000. This estimate came from Adams-Streeter established with documents from their work on the Little Hollywood Project Phase II. The construction of the extension will have many steps, including; roughly 2,140 linear feet of curbs and gutters, around 27,100 square feet of AC pavement, relocation of the Fico Aguilera memorial tree, grading and street undercutting, and adjusting existing utilities to grade. The expectation for this construction is anticipated to be at least $300,000. The Paseo Adelanto extension would likely require investigation into traffic controlling to determine if there will be a need to widen Paseo Adelanto for a southbound turn lane from Paseo Adelanto to westbound Del Obispo, and to extend or add a left turn lane from eastbound Del Obispo to northbound Paseo Adelanto. 7. Impact on Historical Downtown core. The Paseo Adelanto extension is likely to offer an outflow from the Capistrano Villas to Del Obispo Street instead of southbound on Camino Capistrano. This shift will allow for a reduction in traffic on Camino Capistrano through the historic downtown core. The main locations to be positively impacted will be at Camino Capistrano and Ortega Highway, and at Camino Capistrano and Del Obispo. B. Financing Paseo Adelanto Extension. There is currently no identified funding source for the Paseo Adelanto Extension, estimated to cost a minimum of $454,800. Project Tasks Cost Estimation a. Paseo Adelanto Extension Plans and Specifications $ 60,000 b. Rezone Amendment $ 5,000 c. Relocation of Existing Affordable Household/House $ 89,800 d. Actual Construction Costs. $300,000 Total $454,800 Agenda Report • Page 7 August 19, 2008 This estimate does not include revisions to the Del Obispo bridge widening, due to the many variables, including a potential loss of a $2.7 million grant. Should the Paseo Adelanto extension become a priority for the City, the Council must determine which of the thirteen Capital Improvement Projects, ranging from $55,000 to $7.1 million, will be removed from the current circulation list to provide funding for the project. 9. Timeline for Phase II if Paseo Adelanto extended. Project Tasks Time Estimation a. Planning Stages & City Review 3 months b. Prepare Revised Plans for Residential Areas 3 months c. Prepare Road Plans into Addition to Residential 1 months d. Plan Check & Approval 3 month Total 10 months* *Timeline was estimated by Adams-Streeter. OCFCD and MNWD Easement Issue: The plans that went through the City commission's and committee's review contain landscaping, irrigation, a drainage structure and an equestrian trail with fencing over OCFCD and MNWD easements. Meetings with both OCFCD and MNWD revealed that, to continue with the proposed plans, the Agency would be required to obtain a permit and/or a letter of non-interference from OCFCD and MNWD respectfully. MNWD informed staff that the trees originally planned for the west side of the equestrian trail must be removed (Attachment 6). The Agency would also be responsible for maintenance and repair of the area, should one of the districts disturb landscaping improvements while accessing their easement. Due to the time and consideration permits require prior to issuance, staff recommends the approval of Phase II plans and specifications with the easements cleared of all landscape improvements. The landscaping planned over the easements include 462 linear feet of an equestrian trail, an equestrian bridge, 10 valves, 1,390 linear feet of piping, 76 irrigation heads, 22 linear feet pipe sleeving, approximately 13,500 square feet of soil prep, grading and weed abatement, approximately 9,569 square feet of seed mix, and 237 shrubs. The removal of landscaping improvements ensures the Agency will not be financially responsible for maintaining these items over the OCFCD and MNWD easements. Agenda Report • • Page 8 August 19, 2008 Alternative Actions: 1. Approve the final plans and specifications for Little Hollywood Affordable Housing Project Phase II without improvements over the MNWD and OCFCD easements, and authorize the solicitation of bids. 2. Approve committee and commission reviewed plans and specifications and authorize bidding after OCFCD and MNWD approval of plans. 3. Do not approve plans and specifications for Little Hollywood Affordable Housing Project Phase II and direct staff to prepare plans for Paseo Adelanto to extend to Avenida de la Vista and revise Little Hollywood plans to incorporate the Paseo Adelanto extension. COMMISSION/BOARD REVIEW AND RECOMMENDATIONS: At the Planning Commission meeting on September 25, 2007 the following actions were supported: a. The proposal to add 10 additional affordable manufactured housing rental units on approximately 1.67 acres in Little Hollywood located at the northern terminus of Paseo Adelanto between Ramos and Mission Streets b. The landscape plan, treatment of the bioswale, entry area, and utility access improvements be returned to the DRC for final approval. At the Cultural Heritage Committee meeting on September 25, 2007 the following actions were supported: a. The projects consistency with the Los Rios Specific Plan and recommend approval. At the Housing Advisory Committee meeting on August 29, 2007 the following actions were supported: a. California native, less expensive species of plans to be used and land to match the palette for the Los Rios Park b. The protection of the centrally located pepper trees. c. Variegated asphalt shingles used d. The use of French drains. e. House finished grade and porch height may vary depending on its location. f. Mix of one and two bedroom units with the one bedroom units providing disabled access and bathrooms. At the Design Review Committee meetings on February 15, August 2, and October 18, 2007 the following actions were supported: Agenda Report • • Page 9 August 19, 2008 b. Site Plan Concept #1, with the removal of the proposed unit at the Paseo Adelanto project entry or at the Mission Street access for a total of ten (10) additional manufactured units consistent with the Los Rios Specific Plan density limits. c. The plan being revised to remove existing trees necessary to accommodate additional units, with the exception of the large grouping of pepper trees in the rear yard common area. d. The site plan provides a pair (2) of tandem parking spaces on the proposed driveways and under the individual carports of each unit to meet the project's anticipated parking demand. e. The project be granted a concession to the City's parking standards to allow twenty (20) off-street parking spaces whereas the Code requires twenty-eight (28) spaces. T. The elimination of the turn-around at the north area of the project site to allow for additional landscaped common open space. g. The use of asphalt composition shingles for roofing should use a variegated blend shingle product. h. The carport and porch posts should be specified to 6x6 lumber to provide appropriate massing. i. The proposed color palette, including the following ICI Paints: • Tennessee / camel coat • Whetstone / brownbag • Heron Grey/ antique photograph • Pepper tree / night sky j. Extension of the landscape area at the southwest corner of the project site southerly to the existing access drive to create a more natural, freeform edge. k. The bio-swale along the westerly edge of the project including a riparian plant palette to match the palette for the Los Rios Park. I. The elimination of the New Zealand Christmas tree and the pine. In addition, the landscaping incorporating differences so as to avoid the appearance of a "condominium" project. m. The re-examination of density/spacing of the shrubbery to assure adequate plant material and plant massing. The plan should use larger shrubs or denser planting to screen visibility of the project from Paseo Adelanto. n. The depiction of elevations and condition of grades for the homes and for the curb sections for PC consideration. o. A gentle, natural curve, not an abrupt, angular alignment where the trail connection tying to Ramos Street and the use of appropriate landscape planting to dissuade trail users from shortcutting through the landscape area. p. The palette incorporating California native plant material. q. The landscape plan designating a natural transition to slope planting. r. The review of the tree density to provide adequate spacing so that trees don't compete with one another and fail to thrive and that some of the trees removal, due to overcrowding at the southerly property boundary, would be acceptable. s. The proposed bio-filtration swale design and minimizing irrigation in the adjoining area after plants have been established along and within the trench area. Agenda Report • Page 10 August 19, 2008 The DRC approved the plans subject to the above comments FINANCIAL CONSIDERATIONS: The total estimated cost for the Paseo Adelanto extension is $454,800. There are no funds currently allocated for this project. The City would need to transfer funds from a project presently on the infrastructure or the Capital Improvement Project list in order to provide funds for this project. NOTIFICATION: • Jarrod Egley, Adams-Streeter Civil Engineers Inc. • Bruce Lissak, Land Concern Landscape Architecture • Capistrano Villas, Homeowners • Los Rios District Residents RECOMMENDATION: By motion, approve the final plans and specifications for Little Hollywood Affordable Housing Project Phase II without landscape improvements within the Moulton Niguel Water District's and Orange County Flood Control District's easements, and authorize the solicitation of bids. Respectfully submitted, Prepared by, Douglat Dumhart Laura Stokes, Economic Development Manager Housing/Redevelopment Coordinator Attachments: 1. Little Hollywood Affordable Housing Plans and Specifications Packet- Commission and committee approved 2. Exhibit Displaying OCFCD and MNWD Easement Lines 3. Minutes of the January 16, 2007 Agency Meeting 4. Paseo Adelanto Extension Exhibit-Tentatively Prepared by Adams-Streeter 5. Price Quote for Displacement and Replacement of Prefabricated Unit 6. Letter from MNWD Received June 10, 2008. ATTACHMENT 1 Little Hollywood Affordable Housing Phase II Plans and Specifications have been provided to the Board Directors. A copy is available at the City Clerk's Office for public review. I ` ..� . � r� �4" 'f • v 4 t CF GR NG c 7 i%? CP EX.SQOPE' F EMESMAN TRAIL Ex MULR-USE ' TRAIL (PA1tE17J NN ti , I i , UMITS OF CkADIMC x cA \ )(.'ENCTI USE AIL Cys 0'. o Z 5 PREPARED UNDER TIE SUPERNSON OF: LITTLE HOLLYWOOD EXPANSION 8 60' .a 2D' a 60' rza AOA�re•eTraffTa+ EXHIBIT g = caYl ric M GRAPHIC SCALE: 7'=60' is-CIF van.I..e.a 99606 vn:9w n.-2 Fo.:9w.n-ms OCFCO&MNWD EASEMENTS Z N Attachment 2 / kY J1 r rvj 1 ' t f P If v h ,yam / ' 4 dR M \ x T OP EX. (IPL' ` . N' - � EOItESTRIAN TRAIL. Ex (MULTI USE TRAIL (PAVER;) OF 5 EASEM - - i t I � � ,F ITS OF`GOADING' P OF El4G �`f a EXISTING TREE R T . CANOPY. P �\ { PROTECT CEcr,R g5Q p�E' VI31 � � PaCf � 'r s cd' V • GF ti i � 1 I *PA 4 � Y h T MUL I USS � P80TEC4N CE�� _ All (P �)o`� I Mxr JIS X 'DY io 4 r .. t h p�. PREPARED UNDER THE SUPERMSION OF: LITTLE HOLLYWOOD EXPANS Cy 20' Cr 60, 120' ADS- STFAMTER EXHIBIT RNCM-84014EM NO. 15 GRAPHIC SCALE. 1'=61 Ph: 949T474t2330fk Fax: 949 47460251 OCFCD & MNWD EASEME MINUTES JANUARY 16, 2007 SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY BOARD OF DIRECTORS CLOSED SESSION (610.85) A Closed Session was held for the following purposes, as authorized by statute: 1. Pursuant to Government Code section 54956.8, the Redevelopment Agency Board met with its Real Property Negotiator (Executive Director) concerning the sale of certain real properties more particularly described as APN 121-253-13 & 121-253-15; 121-240-39 & 121-240-73. The Agents representing the potential buyers are Michael Pacheco of Automotive Investment Group (AIG) and Marc Spizzirri of Family Toyota. 2. Pursuant to Government Code section 54956.8, the Redevelopment Agency Board met with its Real Property Negotiator (Executive Director) concerning the purchase of certain real property leasehold interest in APN 124-160-20. Agents representing the leasehold interest are Arthur and Sandra Lichtenstein. ' Chairman Nielsen called the Regular Meeting of the Board of Directors of the San Juan Capistrano Community Redevelopment Agency to order at 10:04 p.m. ROLL CALL BOARD MEMBERS PRESENT: Sam Allevato, Joe Soto, Dr. Londres Uso, Vice Chairman Tom Hribar, and Chairman Mark Nielsen BOARD MEMBERS ABSENT: None STAFF PRESENT: Dave Adams, Executive Director; Bill Cunningham, Deputy Executive Director; Meg Monahan, Agency Secretary; Cynthia L. Russell, Finance Officer; John Shaw, Agency Council; and Eileen White, Recording Secretary. ANNOUNCEMENT OF CLOSED SESSION ACTIONS - None 1 1/16/2007 ATTACHMENT 3 0 0 CONSENT CALENDAR Board Action: Moved by Director Soto, seconded by Director Allevato, and carried unanimously, 5-0, to approve items 1 and 2 as recommended by staff. 1. MINUTES OF THE REGULAR MEETING OF DECEMBER 19, 2006, APPROVED AS SUBMITTED. 2. ACCOUNTS PAYABLE WARRANTS DATED JANUARY 4, 2007, IN THE AMOUNT OF $610.04, RECEIVED AND FILED. (300.30) PUBLIC HEARING - None BOARD ACTIONS 1. STAFF DIRECTED TO PROCEED WITH PROCESSING THE LITTLE HOLLYWOOD EXPANSION PLANS IN ACCORDANCE WITH THE CIRCULATION ELEMENT CONTAINED IN THE ADOPTED LOS RIOS SPECIFIC PLAN (APN 121-142-01, 07) (LITTLE HOLLYWOOD AFFORDABLE RENTAL UNIT EXPANSION PROJECT) CITY COUNCIL PRIORITY #4A. (430.80) Descriotion: The Agency owns a residentially-zoned property in the Little Hollywood area which was acquired for the purpose of providing low income affordable rental housing, including rehabilitation of the existing units and construction of additional rental units. In May 2006, the Agency selected Adams- Streeter Civil Engineers Inc. to prepare three conceptual site plans for the installation of 10 additional manufactured housing units on the vacant portion of the property. Adams-Streeter Civil Engineers Inc. submitted the conceptual plans to the City in November 2006. In response to a suggestion to extend Paseo Adelanto north through the project site to Avenida de la Vista, staff is requesting direction from the Agency regarding the street design for the project before consideration of the conceptual site designs by the Design Review Committee. Staff recommended the Directors direct staff to proceed with processing the Little Hollywood expansion plans in accordance with the Circulation Element contained in the adopted Los Rios Speck Plan. Written Communications: Report dated January 16, 2007, from Lynnette Adolphson, Management Analyst 11. Presentation:Lynnette Adolphson, Management Analyst 11, reviewed the staff recommendation. She advised that redesign of the site to allow for the future 2 1/16/2007 extension as proposed would result in the loss of at least one unit; relocation of other units; redesign of the site, bridge and street plans; and require a formal traffic study. Public Comments: Dave Davidson, City resident, was opposed to the proposed street extension as it would negatively impact the Los Rios District. Omar Gonzales, City resident, was opposed to a street extension. In addition, he noted that his neighbor, Jeff Vasquez, is also opposed to the street extension and opposed to the addition of affordable units to the area. Director Comments: Director Hribar suggested the street extension would divert hundreds of cars off of Camino Capistrano every day to alleviate traffic congestion. He questioned why the houses couldn't be plotted at this time to allow for future extension of the road; and relayed the traffic congestion issues faced by residents living on the west side of town. Directors Uso, Allevato, Soto, and Chairman Nielsen supported staff proceeding with processing the Little Hollywood expansion plans in accordance with the ' Circulation Element contained in the adopted Los Rios Specific Plan due to concerns with pedestrian safety, increased traffic in a residential area, and negative impacts to the Los Rios area. Board Action: Moved by Director Uso, seconded by Director Soto and carried 4-1, with Director Hribar opposed, to direct staff to proceed with processing the Little Hollywood expansion plans in accordance with the Circulation Element contained in the adopted Los Rios Specific Plan. ROLL CALL AYES: BOARD MEMBERS: Uso, Allevato, Soto, Chairman Nielsen NOES: BOARD MEMBERS: Hribar ABSTAIN: BOARD MEMBERS: None ' 3 1/16/2007 ADJOURNMENT There being no further business, Chairman Nielsen adjourned the meeting at 10:34 p.m. to Tuesday, January 30, 2007, at 5:30 p.m. for Closed Session, and 7:00 p.m., for the Public Business Session, in the City Council Chamber. Respectfully submitted, M7proed.- ET R. MONAHAN, AGENCY SECRETARY A February 20, 2007 ATTEST: — ww�14�-' MAlkK NIELtEN, CHAI MAN 4 1/16/2007 F „"-tea � i°r,�+s,'�► :a l AI v� ♦�1� Jr ` .. EA MEN ' li I�► ii y� OF GRADING VISI p gyp, �►- i HO• .a i��e�i% sees. �e�:aAea eoee,�eee � pert r .., -Y. E t _ c1�4t4 ,✓ �n#'� � ��I yrs VP s. .�'-. . -� � "'� �'9 �:.'+-.. 4 Ap 411F'M MW � ;fir g` I• ���������� �l": .v*/4 tf s �F ��. /•� 111 � �� 3R ..c fa+ ` • J Apf lip 'IV Ole I� .�I � �r�e•s�ri�d, °,r � • 1 iii 1►;,,., r. IIIW � YI 1 d�� � AC'• p r �` ' w�y � , 8 MA X 1 i tea►� •�•w�I.�,� ��A�:-��•,,.�ri,; PREPARED UNDER THE SUPERVISIONOF: • ••D • _ SWEETER EXHIBIT _ �_ • e 0 • PACIFIC MH CON5TRUCTION, INC. Estimate 13551 MAGNOLIA AVENUE CORONA, CA 92879 Representative Date AP 712812008 Name/Address CITY OF SAN JUAN CAPISTRANO FAX-(949)661-5451 LOCATION: 26508 MISSION ST. SAN JUAN CAPISTRANO, CA 92675 Description Total DETACH HOME FROM FOUNDATION,OPEN HOME @ MARRIAGE LINE,STRAP St CRANE HOME OFF OF 9,520.00 FOUNDATION,PLACE ON CRIBS,ATTACHE AXLES&TIRES,AND ATTACHE HITCH TO THE HOME FOR TRANSPORT TO NEW LOCATION. DEMO HOME,CARPORT,&PORCH FOUNDATIONS,DEMO CARPORT,DEMO DRIVEWAY, DEMO WALKWAY,AND 16,800.00 DETACH&DEMO PORCH STRUCTURE FROM HOME. CAP OFF ALL UTILITIES,DO NOT DISTURB TREES& GRADE THE LOT INTO THE EXISTING SURROUNDING CONTOURS. TRANSPORT HOME TO NEW LOCATION 2,900.00 DIG OUT HOME FOR LOW PROFILE SET AND ROLL WITH BACKHOE FOR COMPACTION. 1,930.00 BUILD NEW CARPORT 12'X24'(70 MATCH ORIGINAL)AND ATTACH ELECTRICAL&GAS LINES TO ENCLOSED 20,160.00 CARPORT AREA FOR WASHER&DRYER AND LIGHTS&POWER. INSTALL 350 SQ FT OF 2500 PSI CONCRETE DRIVEWAY REINFORCED WITH STEEL MESH ON ADOBES @ 4"MIN 3,500.00 THICKNESS. INSTALL 26'X33'135'9"ONTO NEW LOCATION WITH PIER SYSTEM,AND BUILD SILVERCREST PERMANENT 12,912.00 FOUNDATION TO SHIM HOME ONTO.(DOES NOT INCLUDE ANY OVEREXCAVATION FOR FOUNDATION SYSTEM) STUB OUT UTILITIES WATER,SEWER, &GAS FROM HOME. 950.00 CONNECT ELECTRICITY,WATER,GAS,AND SEWER TO THE HOME PROVIDED THAT UTILITIES ARE WITHIN 10' 2,600.00 OF THE HOME. (CONNECTION AT A FURTHER DISTANCE WILL REQUIRE LOCATIONS AND DISTANCES TO UTILITIES FOR A CHANGE ORDER). CLOSE UPS OF HOME(THIS INCLUDES AREAS ALONG THE MARRIAGE LINE SUCH AS END WALLS AND ROOF 1,680.00 CAP-PAINTING BEST COLOR MATCH&CAULKING). BUILD NEW PORCH TO MATCH ORIGINAL. 14,000.00 If you accept this estimate please sign at the bottom and mail or fax the signed copy to the office. Total 'NOTICE TO OWNER"(Section 7019-Contractors License Law)-Under the Mechanics Lien Law,any contractor,subcontractor,laborer,materialman or other person who helps to improve your property and is not paid for his Labor, Signature services or material,has a right to enforce his claim against your property. Under the law,you may protect yourself against such claims by filing,before commencing such work of improvement,an original contract for the work of improvement of a modification thereof,in the office of the county recorder of the county where the property is situated and requiring that a contractor's payment be no be recorded in such office. Said bond shall be in an amount not less than fifty percent(50%)of the contract price and shall,in add lion to any cond lions for the performance of the contract,be conditioned for the Page 1 payment in full of the claims of all persons fumishing labor services, equipment or materials for the work described in said contract. ATTACHMENT 5 0 0 PACIFIC MH CONSTRUCTION, INC. Estimate 13551 MAGNOLIA AVENUE CORONA,CA 92879 Representative Date AP 7/28/2008 Name/Address CITY OF SAN JUAN CAPISTRANO FAX-(949)661-5451 LOCATION: 26508 MISSION ST. SAN JUAN CAPISTRANO, CA 92675 Description Total BUILD 120 SO FT OF NEW 2500 PSI WALKWAY MIN 4"THICKNESS ON WIRE MESH OVER ADOBES. 1,200.00 USE BOBCAT TO BACKFILL AROUND HOME. 1,652.00 RECOMMEND MIN OF$40,000 AS CONTINGENCY FUNDS FOR POSSIBLE OVEREXCAVATION 8 RUNNING UTILITIES AT LENGTH UNKNOWN.(DOES NOT INCLUDE SURVEYING OR OTHER REPORTS THAT MAY BE NEEDED). If you accept this estimate please sign at the bottom and mail or fax the signed copy to the office. Total $89,804.00 -NOTICE TO OWNER"(Section 7019-Contractors License Law)-Under the Mechanics Lien Law,anycontractor,subcontractor,laborer,materialman or other person who helps to improve your property,and is not paid for his labor, Signature services or material,has a right to enforce his claim against your property. U rider the law,you may protect yourself against such claims by filing,before commencing such work of improvement,an original contract for the work of improvement of a modification thereof,in the once of the county recorder of the county where the property is situated and requiring that a contractor's payment bond be recorded in such office. Said bond shall be in an amount not less than fifty percent(50%)of the contract price and shall,in addition to any conditions for the performance of the contract,be conditioned for the Page 2 payment in full of the claims of all persons furnishing labor services, equipment or materials for the work described in said contract. P'P- ['I Moulton Niguel Water WATER .+.1AL/TYANOSERWCEAREOY t% proposed p o.ject at the „r. the Moulton Xiguel Water h2rcd to as the Oso-Trabuco :")Id holder fkv an existing �-1 1, ccicw any proposed site placed within the existing nuusion into the sewer that I.III review any proposed u �i :'a-ence letter once we arc .115-3552. t -0203 ATTACHMENT 6 • Page 1 of 1 Christy JAI From: Laura Stokes Sent: Wednesday, August 13, 2008 3:50 PM To: Christy Jakl Subject: RE: Agenda Item The notification for the Paseo Adelanto Extension was the cardstock notification I sent out earlier today, we were simply notifying the public about the meeting. There was no further notification beyond those people already mailed. Let me know if you are referencing something else. Laura From: Christy Jakl Sent: Wednesday, August 13, 2008 1:40 PM To: Laura Stokes Subject: Agenda Item Hi Laura May I please get envelope from you related to your item for the Paseo Adelanto Extension. Let me know if you have any questions. Thanks (D Chrisl-� Jakl Administrative Specialist, City Clerk's Office 32400 Paseo Adelanto San Juan Capistrano, CA 92675 (949) 443-6310 1 (949) 493-1053 fax 8/13/2008 PUBLIC MEETING NOTICE is Ik City of San Juan Capistrano NOTICE IS HEREBY GIVEN,that on the 19`h of August, 2008, at 6:30 P.M. in the City Council Chamber, 32400 Paseo Adelanto, San Juan Capistrano, California,the Community Redevelopment Agency Board of Directors will hold a public meeting on the following: CONSIDERATION OF APPROVAL OF FINAL PLANS AND SPECIFICATIONS FOR LITTLE HOLLYWOOD PHASE II AND AUTHORIZATION TO SOLICIT BIDS; AND, CONSIDERATION OF THE EXTENSION OF PASEO ADELANTO TO AVENIDA DE LA VISTA. The plans and specifications have been completed for Little Hollywood Phase II located at the terminus of Paseo Adelanto and Ramos Street. The affordable housing construction plans and specifications are ready for approval and authorization to go out to bid. Revisiting the discussion about the extension of Paseo Adelanto has been requested by the City Council. Information about Paseo Adelanto's extension to Avenida De La Vista is contained in the report for the approval of plans and specifications for the Little Hollywood Phase II project. You are invited to attend the public meeting or visit the City's web site at www.sanivancapistrano.org to find out more about the project. If you can not attend and have questions about the project, please contact the project manager, Douglas Dumhart, Economic Development Manager at (949) 443-6316; or by e-mail at ddumhaa()sanivancapistrano.org. Written information pertaining to this item must be submitted to the City Clerk by 5:00 p.m., on Monday, August 18, 2008 at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. Individuals desiring to submit late written information at the meeting must orally request such action. PUBLIC MEETING NOTICE City of San Juan Capistrano NOTICE IS HEREBY GIVEN, that on the 19`"of August, 2008, at 6:30 P.M. in the City Council Chamber, 32400 Paseo Adelanto, San Juan Capistrano, California, the Community Redevelopment Agency Board of Directors will hold a public meeting on the following: CONSIDERATION OF APPROVAL OF FINAL PLANS AND SPECIFICATIONS FOR LITTLE HOLLYWOOD PHASE II AND AUTHORIZATION TO SOLICIT BIDS; AND, CONSIDERATION OF THE EXTENSION OF PASEO ADELANTO TO AVENIDA DE LA VISTA. The plans and specifications have been completed for Little Hollywood Phase II located at the terminus of Paseo Adelanto and Ramos Street. The affordable housing construction plans and specifications are ready for approval and authorization to go out to bid. Revisiting the discussion about the extension of Paseo Adelanto has been requested by the City Council. Information about Paseo Adelanto's extension to Avenida De La Vista is contained in the report for the approval of plans and specifications for the Little Hollywood Phase II project. You are invited to attend the public meeting or visit the City's web site at www.sanivancapistrano.org to find out more about the project. If you can not attend and have questions about the project, please contact the project manager, Douglas Dumhart, Economic Development Manager at (949) 443-6316; or by e-mail at ddumhart0sanivancapistrano.ora. Written information pertaining to this item must be submitted to the City Clerk by 5:00 p.m., on Monday, August 18, 2008 at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. Individuals desiring to submit late written information at the meeting must orally request such action. • Capistrano Villas I HOA • Customer List House# Street Name City State Zip Resident 26372 Oso Road San Juan Capistrano CA 92675 Resident 26374 Oso Road San Juan Capistrano CA 92675 Resident 26376 Oso Road San Juan Capistrano CA 92675 Resident 26378 Oso Road San Juan Capistrano CA 92675 Resident 26382 Oso Road San Juan Capistrano CA 92675 Resident 26384 Oso Road San Juan Capistrano CA 92675 Resident 26386 Oso Road San Juan Capistrano CA 92675 Resident 26388 Oso Road San Juan Capistrano CA 92675 Resident 30802 Ave De La Vista San Juan Capistrano CA 92675 Resident 30804 Ave De La Vista San Juan Capistrano CA 92675 Resident 30806 Ave De La Vista San Juan Capistrano CA 92675 Resident 30808 Ave De La Vista San Juan Capistrano CA 92675 Resident 30812 Ave De La Vista San Juan Capistrano CA 92675 Resident 30814 Ave De La Vista San Juan Capistrano CA 92675 Resident 30816 Ave De La Vista San 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Capistrano CA 92675 Resident 31035 Calle San Diego San Juan Capistrano CA 92675 Resident 31036 Calle San Diego San Juan Capistrano CA 92675 Resident 31037 Calle San Diego San Juan Capistrano CA 92675 Resident 31038 Calle San Diego San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page:2 Capistrano Villas I HOA Customer List Resident 31042 Calle San Diego San Juan Capistrano CA 92675 Resident 31044 Calle San Diego San Juan Capistrano CA 92675 Resident 31046 Calle San Diego San Juan Capistrano CA 92675 Resident 31048 Calle San Diego San Juan Capistrano CA 92675 Resident 31061 Calle San Diego San Juan Capistrano CA 92675 Resident 31062 Calle San Diego San Juan Capistrano CA 92675 Resident 31063 Calle San Diego San Juan Capistrano CA 92675 Resident 31064 Calle San Diego San Juan Capistrano CA 92675 Resident 31065 Calle San Diego San Juan Capistrano CA 92675 Resident 31066 Calle San Diego San Juan Capistrano CA 92675 Resident 31067 Calle San Diego San Juan Capistrano CA 92675 Resident 31068 Calle San Diego San Juan Capistrano CA 92675 Resident 31071 Calle San Diego San Juan Capistrano CA 92675 Resident 31072 Calle San Diego San Juan Capistrano CA 92675 Resident 31073 Calle San Diego San Juan Capistrano CA 92675 Resident 31074 Calle San Diego San Juan Capistrano CA 92675 Resident 31075 Calle San Diego San Juan Capistrano CA 92675 Resident 31076 Calle San Diego San Juan Capistrano CA 92675 Resident 31077 Calle San Diego San Juan Capistrano CA 92675 Resident 31078 Calle San Diego San Juan Capistrano CA 92675 Resident 31081 Calle San Diego San Juan Capistrano CA 92675 Resident 31082 Calle San Diego San Juan Capistrano CA 92675 Resident 31083 Calle San Diego San Juan Capistrano CA 92675 Resident 31084 Calle San Diego San Juan Capistrano CA 92675 Resident 31085 Calle San Diego San Juan Capistrano CA 92675 Resident 31086 Calle San Diego San Juan Capistrano CA 92675 Resident 31087 Calle San Diego San Juan Capistrano CA 92675 Resident 31088 Calle San Diego San Juan Capistrano CA 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Juan Capistrano CA 92675 Resident 30984 Calle San Diego San Juan Capistrano CA 92675 Resident 30986 Calle San Diego San Juan Capistrano CA 92675 Resident 30988 Calle San Diego San Juan Capistrano CA 92675 Resident 30992 Calle San Diego San Juan Capistrano CA 92675 Resident 30994 Calle San Diego San Juan Capistrano CA 92675 Resident 30996 Calle San Diego San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page:3 • Capistrano Villas I HOA • Customer List Resident 30998 Calle San Diego San Juan Capistrano CA 92675 Resident 26431 Calle San Antonio San Juan Capistrano CA 92675 Resident 26432 Calle San Antonio San Juan Capistrano CA 92675 Resident 26433 Calle San Antonio San Juan Capistrano CA 92675 Resident 26434 Calle San Antonio San Juan Capistrano CA 92675 Resident 26435 Calle San Antonio San Juan Capistrano CA 92675 Resident 26436 Calle San Antonio San Juan Capistrano CA 92675 Resident 26437 Calle San Antonio San Juan Capistrano CA 92675 Resident 26438 Calle San Antonio San Juan Capistrano CA 92675 Resident 26441 Calle San Antonio San Juan Capistrano CA 92675 Resident 26442 Calle San Antonio San Juan Capistrano CA 92675 Resident 26443 Calle San Antonio San Juan Capistrano CA 92675 Resident 26444 Calle San Antonio San Juan Capistrano CA 92675 Resident 26445 Calle San Antonio San Juan Capistrano CA 92675 Resident 26446 Calle San Antonio San Juan Capistrano CA 92675 Resident 26447 Calle San Antonio San Juan Capistrano CA 92675 Resident 26448 Calle San Antonio San Juan Capistrano CA 92675 Resident 26451 Calle San Antonio San Juan Capistrano CA 92675 Resident 26452 Calle San Antonio San Juan Capistrano CA 92675 Resident 26453 Calle San Antonio San Juan Capistrano CA 92675 Resident 26454 Calle San Antonio San Juan Capistrano CA 92675 Resident 26455 Calle San Antonio San Juan Capistrano CA 92675 Resident 26456 Calle San Antonio San Juan Capistrano CA 92675 Resident 26457 Calle San Antonio San Juan Capistrano CA 92675 Resident 26458 Calle San Antonio San Juan Capistrano CA 92675 Resident 26461 Calle San Antonio San Juan Capistrano CA 92675 Resident 26462 Calle San Antonio San Juan Capistrano CA 92675 Resident 26463 Calle San Antonio San Juan Capistrano CA 92675 Resident 26464 Calle San Antonio San Juan Capistrano CA 92675 Resident 26465 Calle San Antonio San Juan Capistrano CA 92675 Resident 26466 Calle San Antonio San Juan Capistrano CA 92675 Resident 26467 Calle San Antonio San Juan Capistrano CA 92675 Resident 26468 Calle San Antonio San Juan Capistrano CA 92675 Resident 26471 Calle San Antonio San Juan Capistrano CA 92675 Resident 26472 Calle San Antonio San Juan Capistrano CA 92675 Resident 26473 Calle San Antonio San Juan Capistrano CA 92675 Resident 26474 Calle San Antonio San Juan Capistrano CA 92675 Resident 26475 Calle San Antonio San Juan Capistrano CA 92675 Resident 26476 Calle San Antonio San Juan Capistrano CA 92675 Resident 26477 Calle San Antonio San Juan Capistrano CA 92675 Resident 26478 Calle San Antonio San Juan Capistrano CA 92675 Resident 26482 Calle San Antonio San Juan Capistrano CA 92675 Resident 26484 Calle San Antonio San Juan Capistrano CA 92675 Resident 26486 Calle San Antonio San Juan Capistrano CA 92675 Resident 26488 Calle San Antonio San Juan Capistrano CA 92675 Resident 26492 Calle San Antonio San Juan Capistrano CA 92675 Resident 26494 Calle San Antonio San Juan Capistrano CA 92675 Resident 26496 Calle San Antonio San Juan Capistrano CA 92675 Resident 26498 Calle San Antonio San Juan Capistrano CA 92675 Resident 26502 Calle San Antonio San Juan Capistrano CA 92675 Resident 26504 Calle San Antonio San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page:4 • Capistrano Villas I HOA • Customer List Resident 26506 Calle San Antonio San Juan Capistrano CA 92675 Resident 26508 Calle San Antonio San Juan Capistrano CA 92675 Resident 26411 Paseo Carmel San Juan Capistrano CA 92675 Resident 26412 Paseo Carmel San Juan Capistrano CA 92675 Resident 26413 Paseo Carmel San Juan Capistrano CA 92675 Resident 26414 Paseo Carmel San Juan Capistrano CA 92675 Resident 26415 Paseo Carmel San Juan Capistrano CA 92675 Resident 26416 Paseo Carmel San Juan Capistrano CA 92675 Resident 26417 Paseo Carmel San Juan Capistrano CA 92675 Resident 26418 Paseo Carmel San Juan Capistrano CA 92675 Resident 26421 Paseo Carmel San Juan Capistrano CA 92675 Resident 26422 Paseo Carmel San Juan Capistrano CA 92675 Resident 26424 Paseo Carmel San Juan Capistrano CA 92675 Resident 26425 Paseo Carmel San Juan Capistrano CA 92675 Resident 26426 Paseo Carmel San Juan Capistrano CA 92675 Resident 26428 Paseo Carmel San Juan Capistrano CA 92675 Resident 26431 Paseo Carmel San Juan Capistrano CA 92675 Resident 26432 Paseo Carmel San Juan Capistrano CA 92675 Resident 26434 Paseo Carmel San Juan Capistrano CA 92675 Resident 26436 Paseo Carmel San Juan Capistrano CA 92675 Resident 26438 Paseo Carmel San Juan Capistrano CA 92675 Resident 26441 Paseo Carmel San Juan Capistrano CA 92675 Resident 26442 Paseo Carmel San Juan Capistrano CA 92675 Resident 26443 Paseo Carmel San Juan Capistrano CA 92675 Resident 26444 Paseo Carmel San Juan Capistrano CA 92675 Resident 26445 Paseo Carmel San Juan Capistrano CA 92675 Resident 26446 Paseo Carmel San Juan Capistrano CA 92675 Resident 26447 Paseo Carmel San Juan Capistrano CA 92675 Resident 26448 Paseo Carmel San Juan Capistrano CA 92675 Resident 26501 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26502 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26503 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26504 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26505 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26506 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26507 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26508 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26511 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26512 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26513 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26514 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26515 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26516 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26517 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26518 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26522 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26451 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26452 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26453 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26454 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26455 Paseo San Gabriel San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page:5 • Capistrano Villas I HOA • Customer List Resident 26456 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26457 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26458 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26461 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26462 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26463 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26464 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26465 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26466 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26467 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26468 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26471 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26472 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26473 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26474 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26475 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26476 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26477 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26478 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26481 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26482 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26483 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26484 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26485 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26486 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26487 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26488 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26491 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26492 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26493 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26494 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26495 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26496 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26497 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26498 Paseo San Gabriel San Juan Capistrano CA 92675 Resident 26511 Calle San Luis San Juan Capistrano CA 92675 Resident 26513 Calle San Luis San Juan Capistrano CA 92675 Resident 26515 Calle San Luis San Juan Capistrano CA 92675 Resident 26517 Calle San Luis San Juan Capistrano CA 92675 Resident 26521 Calle San Luis San Juan Capistrano CA 92675 Resident 26523 Calle San Luis San Juan Capistrano CA 92675 Resident 26525 Calle San Luis San Juan Capistrano CA 92675 Resident 26527 Calle San Luis San Juan Capistrano CA 92675 Resident 26531 Calle San Luis San Juan Capistrano CA 92675 Resident 26533 Calle San Luis San Juan Capistrano CA 92675 Resident 26535 Calle San Luis San Juan Capistrano CA 92675 Resident 26537 Calle San Luis San Juan Capistrano CA 92675 Resident 26539 Calle San Luis San Juan Capistrano CA 92675 Resident 26541 Calle San Luis San Juan Capistrano CA 92675 Resident 26543 Calle San Luis San Juan Capistrano CA 92675 Resident 26545 Calle San Luis San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page:6 • Capistrano Villas I HOA • Customer List Resident 26547 Calle San Luis San Juan Capistrano CA 92675 Resident 26461 Calle San Luis San Juan Capistrano CA 92675 Resident 26463 Calle San Luis San Juan Capistrano CA 92675 Resident 26465 Calle San Luis San Juan Capistrano CA 92675 Resident 26467 Calle San Luis San Juan Capistrano CA 92675 Resident 26471 Calle San Luis San Juan Capistrano CA 92675 Resident 26472 Calle San Luis San Juan Capistrano CA 92675 Resident 26473 Calle San Luis San Juan Capistrano CA 92675 Resident 26474 Calle San Luis San Juan Capistrano CA 92675 Resident 26475 Calle San Luis San Juan Capistrano CA 92675 Resident 26476 Calle San Luis San Juan Capistrano CA 92675 Resident 26477 Calle San Luis San Juan Capistrano CA 92675 Resident 26478 Calle San Luis San Juan Capistrano CA 92675 Resident 26481 Calle San Luis San Juan Capistrano CA 92675 Resident 26482 Calle San Luis San Juan Capistrano CA 92675 Resident 26483 Calle San Luis San Juan Capistrano CA 92675 Resident 26484 Calle San Luis San Juan Capistrano CA 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CA 92675 Resident 31256 Calle San Juan San Juan Capistrano CA 92675 Resident 31257 Calle San Juan San Juan Capistrano CA 92675 Resident 31258 Calle San Juan San Juan Capistrano CA 92675 Resident 31261 Calle San Juan San Juan Capistrano CA 92675 Resident 31262 Calle San Juan San Juan Capistrano CA 92675 Resident 31263 Calle San Juan San Juan Capistrano CA 92675 Resident 31264 Calle San Juan San Juan Capistrano CA 92675 Resident 31265 Calle San Juan San Juan Capistrano CA 92675 Resident 31266 Calle San Juan San Juan Capistrano CA 92675 Resident 31267 Calle San Juan San Juan Capistrano CA 92675 Resident 31268 Calle San Juan San Juan Capistrano CA 92675 Resident 31271 Calle San Juan San Juan Capistrano CA 92675 Resident 31272 Calle San Juan San Juan Capistrano CA 92675 Resident 31273 Calle San Juan San Juan Capistrano CA 92675 Resident 31274 Calle San Juan San Juan Capistrano CA 92675 Resident 31275 Calle San Juan San Juan Capistrano CA 92675 Resident 31276 Calle San Juan San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page:7 Capistrano Villas I HOA Customer List Resident 31277 Calle San Juan San Juan Capistrano CA 92675 Resident 31278 Calle San Juan San Juan Capistrano CA 92675 Resident 31282 Calle San Juan San Juan Capistrano CA 92675 Resident 31284 Calle San Juan San Juan Capistrano CA 92675 Resident 31286 Calle San Juan San Juan Capistrano CA 92675 Resident 31288 Calle San Juan San Juan Capistrano CA 92675 Resident 26501 Calle San Francisco San Juan Capistrano CA 92675 Resident 26502 Calle San Francisco San Juan Capistrano CA 92675 Resident 26503 Calle San Francisco San Juan Capistrano CA 92675 Resident 26504 Calle San Francisco San Juan Capistrano CA 92675 Resident 26505 Calle San Francisco San Juan Capistrano CA 92675 Resident 26506 Calle San Francisco San Juan Capistrano CA 92675 Resident 26507 Calle San Francisco San Juan Capistrano CA 92675 Resident 26508 Calle San Francisco San Juan Capistrano CA 92675 Resident 26511 Calle San Francisco San Juan Capistrano CA 92675 Resident 26512 Calle San Francisco San Juan Capistrano CA 92675 Resident 26513 Calle San Francisco San Juan Capistrano CA 92675 Resident 26514 Calle San Francisco San Juan Capistrano CA 92675 Resident 26515 Calle San Francisco San Juan Capistrano CA 92675 Resident 26516 Calle San Francisco San Juan Capistrano CA 92675 Resident 26517 Calle San Francisco San Juan Capistrano CA 92675 Resident 26518 Calle San Francisco San Juan Capistrano CA 92675 Resident 26522 Calle San Francisco San Juan Capistrano CA 92675 Resident 26524 Calle San Francisco San Juan Capistrano CA 92675 Resident 26526 Calle San Francisco San Juan Capistrano CA 92675 Resident 26528 Calle San Francisco San Juan Capistrano CA 92675 Resident 26532 Calle San Francisco San Juan Capistrano CA 92675 Resident 26534 Calle San Francisco San Juan Capistrano CA 92675 Resident 26536 Calle San Francisco San Juan Capistrano CA 92675 Resident 26538 Calle San Francisco San Juan Capistrano CA 92675 Resident 26542 Calle San Francisco San Juan Capistrano CA 92675 Resident 26544 Calle San Francisco San Juan Capistrano CA 92675 Resident 26546 Calle San Francisco San Juan Capistrano CA 92675 Resident 26548 Calle San Francisco San Juan Capistrano CA 92675 Resident 26552 Calle San Francisco San Juan Capistrano CA 92675 Resident 26554 Calle San Francisco San Juan Capistrano CA 92675 Resident 26556 Calle San Francisco San Juan Capistrano CA 92675 Resident 26558 Calle San Francisco San Juan Capistrano CA 92675 Resident 26462 Calle San Francisco San Juan Capistrano CA 92675 Resident 26464 Calle San Francisco San Juan Capistrano CA 92675 Resident 26466 Calle San Francisco San Juan Capistrano CA 92675 Resident 26468 Calle San Francisco San Juan Capistrano CA 92675 Resident 26472 Calle San Francisco San Juan Capistrano CA 92675 Resident 26474 Calle San Francisco San Juan Capistrano CA 92675 Resident 26476 Calle San Francisco San Juan Capistrano CA 92675 Resident 26478 Calle San Francisco San Juan Capistrano CA 92675 Resident 26482 Calle San Francisco San Juan Capistrano CA 92675 Resident 26484 Calle San Francisco San Juan Capistrano CA 92675 Resident 26486 Calle San Francisco San Juan Capistrano CA 92675 Resident 26488 Calle San Francisco San Juan Capistrano CA 92675 Resident 26491 Calle San Francisco San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page:8 Capistrano Villas I HOA Customer List Resident 26492 Calle San Francisco San Juan Capistrano CA 92675 Resident 26493 Calle San Francisco San Juan Capistrano CA 92675 Resident 26494 Calle San Francisco San Juan Capistrano CA 92675 Resident 26495 Calle San Francisco San Juan Capistrano CA 92675 Resident 26496 Calle San Francisco San Juan Capistrano CA 92675 Resident 26497 Calle San Francisco San Juan Capistrano CA 92675 Resident 26498 Calle San Francisco San Juan Capistrano CA 92675 Resident 26471 La Zanja St San Juan Capistrano CA 92675 Resident 26473 La Zanja St San Juan Capistrano CA 92675 Resident 26475 La Zanja St San Juan Capistrano CA 92675 Resident 26477 La Zanja St San Juan Capistrano CA 92675 Resident 26481 La Zanja St San Juan Capistrano CA 92675 Resident 26482 La Zanja St San Juan Capistrano CA 92675 Resident 26483 La Zanja St San Juan Capistrano CA 92675 Resident 26485 La Zanja St San Juan Capistrano CA 92675 Resident 26486 La Zanja St San Juan Capistrano CA 92675 Resident 26487 La Zanja St San Juan Capistrano CA 92675 Resident 26488 La Zanja St San Juan Capistrano CA 92675 Resident 26491 La Zanja St San Juan Capistrano CA 92675 Resident 26492 La Zanja St San Juan Capistrano CA 92675 Resident 26493 La Zanja St San Juan Capistrano CA 92675 Resident 26494 La Zanja St San Juan Capistrano CA 92675 Resident 26495 La Zanja St San Juan Capistrano CA 92675 Resident 26496 La Zanja St San Juan Capistrano CA 92675 Resident 26497 La Zanja St San Juan Capistrano CA 92675 Resident 26498 La Zanja St San Juan Capistrano CA 92675 Resident 26501 La Zanja St San Juan Capistrano CA 92675 Resident 26502 La Zanja St San Juan Capistrano CA 92675 Resident 26503 La Zanja St San Juan Capistrano CA 92675 Resident 26504 La Zanja St San Juan Capistrano CA 92675 Resident 26505 La Zanja St San Juan Capistrano CA 92675 Resident 26506 La Zanja St San Juan Capistrano CA 92675 Resident 26507 La Zanja St San Juan Capistrano CA 92675 Resident 26508 La Zanja St San Juan Capistrano CA 92675 Resident 26512 La Zanja St San Juan Capistrano CA 92675 Resident 26514 La Zanja St San Juan Capistrano CA 92675 Resident 26516 La Zanja St San Juan Capistrano CA 92675 Resident 26518 La Zanja St San Juan Capistrano CA 92675 Resident 26521 La Zanja St San Juan Capistrano CA 92675 Resident 26522 La Zanja St San Juan Capistrano CA 92675 Resident 26523 La Zanja St San Juan Capistrano CA 92675 Resident 26524 La Zanja St San Juan Capistrano CA 92675 Resident 26525 La Zanja St San Juan Capistrano CA 92675 Resident 26526 La Zanja St San Juan Capistrano CA 92675 Resident 26527 La Zanja St San Juan Capistrano CA 92675 Resident 26528 La Zanja St San Juan Capistrano CA 92675 Resident 26531 La Zanja St San Juan Capistrano CA 92675 Resident 26533 La Zanja St San Juan Capistrano CA 92675 Resident 26535 La Zanja St San Juan Capistrano CA 92675 Resident 26537 La Zanja St San Juan Capistrano CA 92675 Resident 26541 La Zanja San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Paye:9 • Capistrano Villas I ROA • Customer List Resident 26543 La Zanja St San Juan Capistrano CA 92675 Resident 26545 La Zanja St San Juan Capistrano CA 92675 Resident 26547 La Zanja St San Juan Capistrano CA 92675 Resident 26551 La Zanja St San Juan Capistrano CA 92675 Resident 26553 La Zanja St San Juan Capistrano CA 92675 Resident 26555 La Zanja St San Juan Capistrano CA 92675 Resident 26557 La Zanja St San Juan Capistrano CA 92675 Resident 26561 La Zanja St San Juan Capistrano CA 92675 Resident 26563 La Zanja St San Juan Capistrano CA 92675 Resident 26565 La Zanja St San Juan Capistrano CA 92675 Resident 26567 La Zanja St San Juan Capistrano CA 92675 Resident 26571 La Zanja St San Juan Capistrano CA 92675 Resident 26573 La Zanja St San Juan Capistrano CA 92675 Resident 26575 La Zanja St San Juan Capistrano CA 92675 Resident 26577 La Zanja St San Juan Capistrano CA 92675 Resident 26581 La Zanja St San Juan Capistrano CA 92675 Resident 26583 La Zanja St San Juan Capistrano CA 92675 Resident 26585 La Zanja St San Juan Capistrano CA 92675 Resident 26587 La Zanja St San Juan Capistrano CA 92675 Resident 26501 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26503 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26505 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26507 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26511 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26512 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26513 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26514 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26515 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26516 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26517 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26518 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26521 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26522 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26523 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26524 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26525 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26526 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26527 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26528 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26531 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26532 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26533 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26534 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26535 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26536 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26537 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26538 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26541 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26542 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26543 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26544 Paseo Santa Clara San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page: 10 • Capistrano Villas I HOA • Customer List Resident 26545 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26546 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26547 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26548 Paseo Santa Clara San Juan Capistrano CA 92675 Resident 26531 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26532 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26541 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26542 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26543 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26544 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26545 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26546 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26547 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26548 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26551 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26552 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26553 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26554 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26555 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26556 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26557 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26558 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26561 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26562 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26563 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26564 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26565 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26566 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26567 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26568 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26571 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26572 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26573 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26574 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26575 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26576 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26577 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26578 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26581 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26582 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26583 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26584 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26585 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26586 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26587 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 26588 Calle Santa Barbara San Juan Capistrano CA 92675 Resident 31341 Los Rios St San Juan Capistrano CA 92675 Resident 31343 Los Rios St San Juan Capistrano CA 92675 Resident 31345 Los Rios St San Juan Capistrano CA 92675 Resident 31347 Los Rios St San Juan Capistrano CA 92675 Resident 31351 Los Rios St San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page: 11 • Capistrano Villas I HOA • Customer List Resident 31353 Los Rios St San Juan Capistrano CA 92675 Resident 31355 Los Rios St San Juan Capistrano CA 92675 Resident 31357 Los Rios St San Juan Capistrano CA 92675 Resident 31361 Los Rios St San Juan Capistrano CA 92675 Resident 31363 Los Rios St San Juan Capistrano CA 92675 Resident 31365 Los Rios St San Juan Capistrano CA 92675 Resident 31367 Los Rios St San Juan Capistrano CA 92675 Resident 31371 Los Rios St San Juan Capistrano CA 92675 Resident 31372 Los Rios St San Juan Capistrano CA 92675 Resident 31373 Los Rios St San Juan Capistrano CA 92675 Resident 31374 Los Rios St San Juan Capistrano CA 92675 Resident 31375 Los Rios St San Juan Capistrano CA 92675 Resident 31376 Los Rios St San Juan Capistrano CA 92675 Resident 31377 Los Rios St San Juan Capistrano CA 92675 Resident 31378 Los Rios St San Juan Capistrano CA 92675 Resident 31381 Los Rios St San Juan Capistrano CA 92675 Resident 31382 Los Rios St San Juan Capistrano CA 92675 Resident 31383 Los Rios St San Juan Capistrano CA 92675 Resident 31384 Los Rios St San Juan Capistrano CA 92675 Resident 31385 Los Rios St San Juan Capistrano CA 92675 Resident 31386 Los Rios St San Juan Capistrano CA 92675 Resident 31387 Los Rios St San Juan Capistrano CA 92675 Resident 31388 Los Rios St San Juan Capistrano CA 92675 Resident 31391 Los Rios St San Juan Capistrano CA 92675 Resident 31392 Los Rios St San Juan Capistrano CA 92675 Resident 31393 Los Rios St San Juan Capistrano CA 92675 Resident 31394 Los Rios St San Juan Capistrano CA 92675 Resident 31395 Los Rios St San Juan Capistrano CA 92675 Resident 31396 Los Rios St San Juan Capistrano CA 92675 Resident 31397 Los Rios St San Juan Capistrano CA 92675 Resident 31398 Los Rios St San Juan Capistrano CA 92675 Resident 31412 Los Rios St San Juan Capistrano CA 92675 Resident 31414 Los Rios St San Juan Capistrano CA 92675 Resident 31416 Los Rios St San Juan Capistrano CA 92675 Resident 31418 Los Rios St San Juan Capistrano CA 92675 Resident 31422 Los Rios St San Juan Capistrano CA 92675 Resident 31424 Los Rios St San Juan Capistrano CA 92675 Resident 31426 Los Rios St San Juan Capistrano CA 92675 Resident 31428 Los Rios St San Juan Capistrano CA 92675 Resident 31432 Los Rios St San Juan Capistrano CA 92675 Resident 31434 Los Rios St San Juan Capistrano CA 92675 Resident 31436 Los Rios St San Juan Capistrano CA 92675 Resident 31438 Los Rios St San Juan Capistrano CA 92675 Resident 31442 Los Rios St San Juan Capistrano CA 92675 Resident 31444 Los Rios St San Juan Capistrano CA 92675 Resident 31446 Los Rios St San Juan Capistrano CA 92675 Resident 31448 Los Rios St San Juan Capistrano CA 92675 Resident 31461 Los Rios St San Juan Capistrano CA 92675 Resident 31462 Los Rios St San Juan Capistrano CA 92675 Resident 31463 Los Rios St San Juan Capistrano CA 92675 Resident 31464 Los Rios St San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page: 12 • Capistrano Villas I HOA • Customer List Resident 31465 Los Rios St San Juan Capistrano CA 92675 Resident 31466 Los Rios St San Juan Capistrano CA 92675 Resident 31467 Los Rios St San Juan Capistrano CA 92675 Resident 31468 Los Rios St San Juan Capistrano CA 92675 Resident 31471 Los Rios St San Juan Capistrano CA 92675 Resident 31472 Los Rios St San Juan Capistrano CA 92675 Resident 31473 Los Rios St San Juan Capistrano CA 92675 Resident 31474 Los Rios St San Juan Capistrano CA 92675 Resident 31475 Los Rios St San Juan Capistrano CA 92675 Resident 31476 Los Rios St San Juan Capistrano CA 92675 Resident 31477 Los Rios St San Juan Capistrano CA 92675 Resident 31478 Los Rios St San Juan Capistrano CA 92675 Resident 31481 Los Rios St San Juan Capistrano CA 92675 Resident 31482 Los Rios St San Juan Capistrano CA 92675 Resident 31483 Los Rios St San Juan Capistrano CA 92675 Resident 31484 Los Rios St San Juan Capistrano CA 92675 Resident 31485 Los Rios St San Juan Capistrano CA 92675 Resident 31486 Los Rios St San Juan Capistrano CA 92675 Resident 31487 Los Rios St San Juan Capistrano CA 92675 Resident 31488 Los Rios St San Juan Capistrano CA 92675 Resident 31492 Los Rios St San Juan Capistrano CA 92675 Resident 31494 Los Rios St San Juan Capistrano CA 92675 Resident 31496 Los Rios St San Juan Capistrano CA 92675 Resident 31498 Los Rios St San Juan Capistrano CA 92675 Resident 31501 Los Rios St San Juan Capistrano CA 92675 Resident 31502 Los Rios St San Juan Capistrano CA 92675 Resident 31503 Los Rios St San Juan Capistrano CA 92675 Resident 31504 Los Rios St San Juan Capistrano CA 92675 Resident 31505 Los Rios St San Juan Capistrano CA 92675 Resident 31506 Los Rios St San Juan Capistrano CA 92675 Resident 31507 Los Rios St San Juan Capistrano CA 92675 Resident 31508 Los Rios St San Juan Capistrano CA 92675 Resident 31511 Los Rios St San Juan Capistrano CA 92675 Resident 31513 Los Rios St San Juan Capistrano CA 92675 Resident 31515 Los Rios St San Juan Capistrano CA 92675 Resident 31517 Los Rios St San Juan Capistrano CA 92675 Resident 31522 Los Rios St San Juan Capistrano CA 92675 Resident 31524 Los Rios St San Juan Capistrano CA 92675 Resident 31526 Los Rios St San Juan Capistrano CA 92675 Resident 31528 Los Rios St San Juan Capistrano CA 92675 Resident 31531 Los Rios St San Juan Capistrano CA 92675 Resident 31532 Los Rios St San Juan Capistrano CA 92675 Resident 31533 Los Rios St San Juan Capistrano CA 92675 Resident 31534 Los Rios St San Juan Capistrano CA 92675 Resident 31535 Los Rios St San Juan Capistrano CA 92675 Resident 31536 Los Rios St San Juan Capistrano CA 92675 Resident 31537 Los Rios St San Juan Capistrano CA 92675 Resident 31538 Los Rios St San Juan Capistrano CA 92675 Resident 31541 Los Rios St San Juan Capistrano CA 92675 Resident 31542 Los Rios St San Juan Capistrano CA 92675 Resident 31543 Los Rios St San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page: 13 Capistrano Villas I HOA Customer List Resident 31544 Los Rios St San Juan Capistrano CA 92675 Resident 31545 Los Rios St San Juan Capistrano CA 92675 Resident 31546 Los Rios St San Juan Capistrano CA 92675 Resident 31547 Los Rios St San Juan Capistrano CA 92675 Resident 31548 Los Rios St San Juan Capistrano CA 92675 Resident 31552 Los Rios St San Juan Capistrano CA 92675 Resident 31554 Los Rios St San Juan Capistrano CA 92675 Resident 31556 Los Rios St San Juan Capistrano CA 92675 Resident 31558 Los Rios St San Juan Capistrano CA 92675 Resident 31561 Los Rios St San Juan Capistrano CA 92675 Resident 31563 Los Rios St San Juan Capistrano CA 92675 Resident 31565 Los Rios St San Juan Capistrano CA 92675 Resident 31567 Los Rios St San Juan Capistrano CA 92675 Resident 31571 Los Rios St San Juan Capistrano CA 92675 Resident 31572 Los Rios St San Juan Capistrano CA 92675 Resident 31573 Los Rios St San Juan Capistrano CA 92675 Resident 31574 Los Rios St San Juan Capistrano CA 92675 Resident 31575 Los Rios St San Juan Capistrano CA 92675 Resident 31576 Los Rios St San Juan Capistrano CA 92675 Resident 31577 Los Rios St San Juan Capistrano CA 92675 Resident 31578 Los Rios St San Juan Capistrano CA 92675 Resident 31581 Los Rios St San Juan Capistrano CA 92675 Resident 31582 Los Rios St San Juan Capistrano CA 92675 Resident 31583 Los Rios St San Juan Capistrano CA 92675 Resident 31584 Los Rios St San Juan Capistrano CA 92675 Resident 31585 Los Rios St San Juan Capistrano CA 92675 Resident 31586 Los Rios St San Juan Capistrano CA 92675 Resident 31587 Los Rios St San Juan Capistrano CA 92675 Resident 31588 Los Rios St San Juan Capistrano CA 92675 Resident 31591 Los Rios St San Juan Capistrano CA 92675 Resident 31592 Los Rios St San Juan Capistrano CA 92675 Resident 31593 Los Rios St San Juan Capistrano CA 92675 Resident 31594 Los Rios St San Juan Capistrano CA 92675 Resident 31595 Los Rios St San Juan Capistrano CA 92675 Resident 31596 Los Rios St San Juan Capistrano CA 92675 Resident 31597 Los Rios St San Juan Capistrano CA 92675 Resident 31598 Los Rios St San Juan Capistrano CA 92675 Resident 31601 Los Rios St San Juan Capistrano CA 92675 Resident 31602 Los Rios St San Juan Capistrano CA 92675 Resident 31604 Los Rios St San Juan Capistrano CA 92675 Resident 31606 Los Rios St San Juan Capistrano CA 92675 Resident 31608 Los Rios St San Juan Capistrano CA 92675 Resident 31611 Los Rios St San Juan Capistrano CA 92675 Resident 31382 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31562 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31564 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31566 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31568 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31572 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31574 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31576 Avenida de la Vista San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page: 14 Capistrano Villas I HOA Customer List Resident 31578 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31582 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31584 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31586 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31588 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31592 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31594 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31596 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31598 Avenida de la Vista San Juan Capistrano CA 92675 Resident 31442 Calle La Purisima San Juan Capistrano CA 92675 Resident 31444 Calle La Purisima San Juan Capistrano CA 92675 Resident 31446 Calle La Purisima San Juan Capistrano CA 92675 Resident 31448 Calle La Purisima San Juan Capistrano CA 92675 Resident 31452 Calle La Purisima San Juan Capistrano CA 92675 Resident 31454 Calle La Purisima San Juan Capistrano CA 92675 Resident 31456 Calle La Purisima San Juan Capistrano CA 92675 Resident 31458 Calle La Purisima San Juan Capistrano CA 92675 Resident 31462 Calle La Purisima San Juan Capistrano CA 92675 Resident 31464 Calle La Purisima San Juan Capistrano CA 92675 Resident 31466 Calle La Purisima San Juan Capistrano CA 92675 Resident 31468 Calle La Purisima San Juan Capistrano CA 92675 Resident 31472 Calle La Purisima San Juan Capistrano CA 92675 Resident 31474 Calle La Purisima San Juan Capistrano CA 92675 Resident 31476 Calle La Purisima San Juan Capistrano CA 92675 Resident 31478 Calle La Purisima San Juan Capistrano CA 92675 Resident 31482 Calle La Purisima San Juan Capistrano CA 92675 Resident 31484 Calle La Purisima San Juan Capistrano CA 92675 Resident 31486 Calle La Purisima San Juan Capistrano CA 92675 Resident 31488 Calle La Purisima San Juan Capistrano CA 92675 Resident 31511 Calle La Purisima San Juan Capistrano CA 92675 Resident 31512 Calle La Purisima San Juan Capistrano CA 92675 Resident 31513 Calle La Purisima San Juan Capistrano CA 92675 Resident 31514 Calle La Purisima San Juan Capistrano CA 92675 Resident 31515 Calle La Purisima San Juan Capistrano CA 92675 Resident 31516 Calle La Purisima San Juan Capistrano CA 92675 Resident 31517 Calle La Purisima San Juan Capistrano CA 92675 Resident 31518 Calle La Purisima San Juan Capistrano CA 92675 Resident 31521 Calle La Purisima San Juan Capistrano CA 92675 Resident 31522 Calle La Purisima San Juan Capistrano CA 92675 Resident 31523 Calle La Purisima San Juan Capistrano CA 92675 Resident 31524 Calle La Purisima San Juan Capistrano CA 92675 Resident 31525 Calle La Purisima San Juan Capistrano CA 92675 Resident 31526 Calle La Purisima San Juan Capistrano CA 92675 Resident 31527 Calle La Purisima San Juan Capistrano CA 92675 Resident 31528 Calle La Purisima San Juan Capistrano CA 92675 Resident 31531 Calle La Purisima San Juan Capistrano CA 92675 Resident 31533 Calle La Purisima San Juan Capistrano CA 92675 Resident 31535 Calle La Purisima San Juan Capistrano CA 92675 Resident 31537 Calle La Purisima San Juan Capistrano CA 92675 Resident 31541 Calle La Purisima San Juan Capistrano CA 92675 Resident 31543 Calle La Purisima San Juan Capistrano CA 92675 8/13/2008 at 4:17 PM Page: 15 Capistrano Villas I HOA Customer List Resident 31545 Calle La Purisima San Juan Capistrano CA 92675 Resident 31547 Calle La Purisima San Juan Capistrano CA 92675 Resident 31552 Calle La Purisima San Juan Capistrano CA 92675 Resident 31554 Calle La Purisima San Juan Capistrano CA 92675 Resident 31556 Calle La Purisima San Juan Capistrano CA 92675 Resident 31558 Calle La Purisima San Juan Capistrano CA 92675 Resident 31561 Calle La Purisima San Juan Capistrano CA 92675 Resident 31562 Calle La Purisima San Juan Capistrano CA 92675 Resident 31563 Calle La Purisima San Juan Capistrano CA 92675 Resident 31564 Calle La Purisima San Juan Capistrano CA 92675 Resident 31565 Calle La Purisima San Juan Capistrano CA 92675 Resident 31566 Calle La Purisima San Juan Capistrano CA 92675 Resident 31567 Calle La Purisima San Juan Capistrano CA 92675 Resident 31568 Calle La Purisima San Juan Capistrano CA 92675 Resident 31571 Calle La Purisima San Juan Capistrano CA 92675 Resident 31572 Calle La Purisima San Juan Capistrano CA 92675 Resident 31573 Calle La Purisima San Juan Capistrano CA 92675 Resident 31574 Calle La Purisima San Juan Capistrano CA 92675 Resident 31575 Calle La Purisima San Juan Capistrano CA 92675 Resident 31576 Calle La Purisima San Juan Capistrano CA 92675 Resident 31577 Calle La Purisima San Juan Capistrano CA 92675 Resident 31578 Calle La Purisima San Juan Capistrano CA 92675 Resident 31581 Calle La Purisima San Juan Capistrano CA 92675 Resident 31582 Calle La Purisima San Juan Capistrano CA 92675 Resident 31583 Calle La Purisima San Juan Capistrano CA 92675 Resident 31584 Calle La Purisima San Juan Capistrano CA 92675 Resident 31585 Calle La Purisima San Juan Capistrano CA 92675 Resident 31586 Calle La Purisima San Juan Capistrano CA 92675 Resident 31587 Calle La Purisima San Juan Capistrano CA 92675 Resident 31588 Calle La Purisima San Juan Capistrano CA 92675 Resident 31591 Calle La Purisima San Juan Capistrano CA 92675 Resident 31602 Calle La Purisima San Juan Capistrano CA 92675 Resident 31604 Calle La Purisima San Juan Capistrano CA 92675 Resident 31606 Calle La Purisima San Juan Capistrano CA 92675 LAS HADA 31866 CAMINO CAPISTRANO SAN JUAN CAPISTRA CA 92675 MODERO% 11292 BIG CANOE BIG CANOE GA 31143 BLANK 31842 PASEO CIELO SAN JUAN CAPISTRA CA 92675 WARKEN131600 LOS RIOS SAN JUAN CAPISTRA CA 92675 BLANK 31842 PASEO CIELO SAN JUAN CAPISTRA CA 92675 TAYLOR 31661 LOS RIOS SAN JUAN CAPISTRA CA 92675 MEZA 31665 LOS RIOS SAN JUAN CAPISTRA CA 92675 DOURAGF 31701 LOS RIOS SAN JUAN CAPISTRA CA 92675 MAZZEI 31712 LOS RIOS SAN JUAN CAPISTRA CA 92675 CHORAK 25882 PASEO DE JUAN ITA SAN JUAN CAPISTRA CA 92675 NICCOLA 31721 LOS RIOS SAN JUAN CAPISTRA CA 92675 CHORAK 25882 PASEO DE JUAN ITA SAN JUAN CAPISTRA CA 92675 HUMPHRY31752 LOS RIOS SAN JUAN CAPISTRA CA 92675 RIOS 31781 LOS RIOS SAN JUAN CAPISTRA CA 92675 GONZALE 31791 LOS RIOS SAN JUAN CAPISTRA CA 92675 ITO 25682 EASTWING DANA POINT CA 92629 SOCIETY 31831 LOS RIOS SAN JUAN CAPISTRA CA 92675 8/13/2008 at 4:17 PM Page: 16 • Capistrano Villas I HOA • Customer List PALMER 31871 LOS RIOS SAN JUAN CAPISTRA CA 92675 TRUJILLO 31875 LOS RIOS SAN JUAN CAPISTRA CA 92675 BACERRA 31881 LOS RIOS SAN JUAN CAPISTRA CA 92675 VASQUEZ 31891 LOS RIOS SAN JUAN CAPISTRA CA 92675 SAN DHAU 31901 LOS RIOS SAN JUAN CAPISTRA CA 92675 OLIVERE8808 INNESLEY ARROYO GRANDE CA 93420 OLIVERE£31921 LOS RIOS SAN JUAN CAPISTRA CA 92675 HUNN 34092 MALAGA DANA POINT CA 92629 AURORA 26614 MISSION SAN JUAN CAPISTRA CA 92675 FITTS 26616 MISSION SAN JUAN CAPISTRA CA 92675 DAVIDSOP 26621 RAMOS SAN JUAN CAPISTRA CA 92675 HUTCHIN:26632 RAMOS SAN JUAN CAPISTRA CA 92675 HARDY 26523 CALLE LORENZO SAN JUAN CAPISTRA CA 92675 MUKIA P.O. BOX 7 SAN JUAN CAPISTRA CA 92693 Saddlebacl 1801 Park Place Court Ste G Santa Ana CA 92701 Shea Ridin 26284 Oso Road San Juan Capistrano CA 92675 Sycamore 26282 Avenida de la Vista San Juan Capistrano CA 92675 Rahimi 31053 Avenida de la Vista San Juan Capistrano CA 92675 Metz 25072 Via Portola Laguna Niguel CA 92677 OCFCD 300 N Flower St. 6th FI. Santa Ana CA 92703 Resident 26587 Ramos St. San Juan Capistrano CA 92675 Resident 26591 Ramos St. San Juan Capistrano CA 92675 Resident 26571 Ramos St. San Juan Capistrano CA 92675 Resident 26508 Mission St. San Juan Capistrano CA 92675 Resident 26611 Mission St. San Juan Capistrano CA 92675 Resident 26512 Mission St. San Juan Capistrano CA 92675 Resident 26613 Mission St. San Juan Capistrano CA 92675 Resident 26603 Mission St. San Juan Capistrano CA 92675 Resident 26610 Mission St. San Juan Capistrano CA 92675 Resident 26604 Mission St. San Juan Capistrano CA 92675 Resident 26602 Mission St. San Juan Capistrano CA 92675 Resident 26511 Mission St. San Juan Capistrano CA 92675 Resident 26592 Mission St. San Juan Capistrano CA 92675 Resident 26510 Mission St. San Juan Capistrano CA 92675 Jarrod Egle 15 Corporate Park Irvine CA 92606 Bruce Lissi 1750 East Deere Avenue Santa Ana CA 92705 8/13/2008 at 4:17 PM Page: 17 • • CRA 8/19/2008 D1 August 13, 2008 Council Members City of San Juan Capistrano Re: Connecting Adelanto with Ave.de la Vista Dear Council Members, As a 30 plus year resident of Paseo Santa Clara, a street that connects with Ave de la Vista, I have daily experience trying to timely exit one ofthe two egress/ingress points for the Villas via La Zanj a. The intersection of La Zanja and Camino Capistrano is not quite as bad as Ortega/ I-5 in the morning, but close. When school is in session it is about as bad as the aforementioned. I believe that connecting the two streets will solve some of the congestion at La Zanja/Camino Capistrano,but will also relieve some of the congestion at Del Obispo and Camino Capistrano in the morning and afternoon peak traffic periods. Please consider this issue as one part of the solution to the overall traffic problem with which we are now faced. Respectfully, qa E��� W.D. Buckner 26521 Paseo Santa Clara San Juan Capistrano 949-493-7500 0 0 RESOURCF MANAGEMFN I August 19, 2008 u, City Council Members City of San Juan Capistrano =_+ N 32400 Paseo Adelanto c�� C2 R1 San Juan Capistrano, CA 92675 �A D < rn Re: Paseo Adelanto Extension �� '0 z � C) [J Dear Council Members: I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano Villas II, and Capistrano Villas III. The Board of Directors from all three communities have discussed and approved the proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista. The Board Members feel that it will reduce the congestion at Camino Capistrano and La Zanja and allow residents another way out of the community, which currently can be a daunting task. The Board would like to suggest that speed bumps be installed on Paseo Adelanto north of Del Obispo so that it does not become a raceway for the younger members in the community. Sincerely, Coastal Resource Management, LLC As directed by the Board of Directors %� Chris Kervick, CCAM Authorized Property Manager cc: Board of Directors Capistrano Villas I Capistrano Villas II Capistrano Villas III 2713213 Paseo Espada, Suite 1201 , San Juan Capistrano, CA 92675 (949) 234-0297 vmail (949) 234-0296 (mail a NESOUNCF - M /\ NAGEMFN I August 19, 2008 City Council Members City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Re: Paseo Adelanto Extension Dear Council Members: I am writing to you on behalf of the Board of Directors for Capistrano Villas 1, Capistrano Villas 11, and Capistrano Villas III. The Board of Directors from all three communities have discussed and approved the proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista. The Board Members feel that it will reduce the congestion at Camino Capistrano and La Zanja and allow residents another way out of the community, which currently can be a daunting task. The Board would like to suggest that speed bumps be installed on Paseo Adelanto north of Del Obispo so that it does not become a raceway for the younger members in the community. Sincerely, Coastal Resource Management, LLC As directed by the Board of Directors Chris Kervick, CCAM Authorized Property Manager CC' Board of Directors Capistrano Villas I Capistrano Villas It Capistrano Villas III 27132B Paseo Espada, Suite 1201, San Juan Capistrano, CA 92675 (949) 234-0297 vmail (949) 234-0296 fmail 00 Cr RESOURCE - M A N A G E M F N I August 19, 2008 City Council Members City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Re: Paseo Adelanto Extension Dear Council Members: I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano Villas 11, and Capistrano Villas III. The Board of Directors from all three communities have discussed and approved the proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista. The Board Members feel that it will reduce the congestion at Camino Capistrano and La Zanja and allow residents another way out of the community, which currently can be a daunting task. The Board would like to suggest that speed bumps be installed on Paseo Adelanto north of Del Obispo so that it does not become a raceway for the younger members in the community. Sincerely, Coastal Resource Management, LLC As directed by the Board of Directors Chris Kervick, CCAM Authorized Property Manager cc: Board of Directors Capistrano Villas I Capistrano Villas II Capistrano Villas III 27132B Paseo Espada, Suite 1201 , San Juan Capistrano, CA 92675 (949) 234-0297 vmail (949) 234-0296 (mail 00 RESOURCE - MAN /\ GEMFN 1 August 19, 2008 City Council Members City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Re: Paseo Adelanto Extension Dear Council Members: I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano Villas 11, and Capistrano Villas III. The Board of Directors from all three communities have discussed and approved the proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista. The Board Members feel that it will reduce the congestion at Camino Capistrano and La Zanja and allow residents another way out of the community, which currently can be a daunting task. The Board would like to suggest that speed bumps be installed on Paseo Adelanto north of Del Obispo so that it does not become a raceway for the younger members in the community. Sincerely, Coastal Resource Management, LLC As directed by the Board of Directors Chris Kervick, CCAM Authorized Property Manager cc: Board of Directors Capistrano Villas I Capistrano Villas II Capistrano Villas III 271326 Paseo Espada, Suite 1201 , San Juan Capistrano, CA 92675 (949) 234-0297 vmail (949) 234-0296 (mail ° a RESOURCE - MANAGEMEN 1 August 19, 2008 City Council Members City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Re: Paseo Adelanto Extension Dear Council Members: I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano Villas II, and Capistrano Villas III. The Board of Directors from all three communities have discussed and approved the proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista. The Board Members feel that it will reduce the congestion at Camino Capistrano and La Zanja and allow residents another way out of the community, which currently can be a daunting task. The Board would like to suggest that speed bumps be installed on Paseo Adelanto north of Del Obispo so that it does not become a raceway for the younger members in the community. Sincerely, Coastal Resource Management, LLC As directed by the Board of Directors @� � Chris Kervick, CCAM Authorized Property Manager cc: Board of Directors Capistrano Villas I Capistrano Villas II Capistrano Villas III 271328 Paseo Espada, Suite 1201, San Juan Capistrano, CA 92675 (949) 234-0297 vmail (949) 234-0296 (mail CtLF - MANAGEMFN I August 19, 2008 City Council Members City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Re: Paseo Adelanto Extension Dear Council Members: I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano Villas II, and Capistrano Villas III. The Board of Directors from all three communities have discussed and approved the proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista. The Board Members feel that it will reduce the congestion at Camino Capistrano and La Zanja and allow residents another way out of the community, which currently can be a daunting task. The Board would like to suggest that speed bumps be installed on Paseo Adelanto north of Del Obispo so that it does not become a raceway for the younger members in the community. Sincerely, Coastal Resource Management, LLC As directed by the Board of Directors Chris Kervick, CCAM Authorized Property Manager cc: Board of Directors Capistrano Villas I Capistrano Villas II Capistrano Villas III 27132B Paseo Espada, Suite 1201 , San Juan Capistrano, CA 92675 (949) 234-0297 vmail (949) 234-0296 fmail 00 R E S O U R C F - M A N A G E M E N I August 19, 2008 City Council Members City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Re: Paseo Adelanto Extension Dear Council Members: I am writing to you on behalf of the Board of Directors for Capistrano Villas I, Capistrano Villas II, and Capistrano Villas III. The Board of Directors from all three communities have discussed and approved the proposed plan to extend Paseo Adelanto so that it connects with Avenida de La Vista. The Board Members feel that it will reduce the congestion at Camino Capistrano and La Zanja and allow residents another way out of the community, which currently can be a daunting task. The Board would like to suggest that speed bumps be installed on Paseo Adelanto north of Del Obispo so that it does not become a raceway for the younger members in the community. Sincerely, Coastal Resource Management, LLC As directed by the Board of Directors �V «!� Chris Kervick, CCAM Authorized Property Manager cc: Board of Directors Capistrano Villas I Capistrano Villas II Capistrano Villas III 271328 Paseo Espada, Suite 1201, San Juan Capistrano, CA 92675 (949) 234-0297 vmail (949) 234-0296 fmail , AFFIDAVIT OF PUBLICATION PROOF OF PUBLICATION STATE OF CALIFORNIA, ) RECEIVED ) ss. County of Orange > M OCT 20 A 8: 2b , I am a citizen of the United States and a resident CITY CLERK of the County aforesaid; I am over the age of II AJAN CAPISTRANO eighteen years, and not a party to or interested in the above entitled matter. I am the principal clerk of the Capistrano Valley News, a newspaper that has been adjudged to be a newspaper of general circulation by the Superior Court of the County of Orange, State of California, on June 7, 1984, Case No. A-122949 in and for the City of xorsox or4rrm San Juan Capistrano, County of Orange, State of rvxovxr Aranrtu HOLLYWOOD APP M NO�PROJECT, California; that the notice, of which the annexed is a true printed copy,has been published in each Notice is h given Mm the Coy of Sen Juan regular and entire issue of said newspaper and tie Hollywood H°"Mil stalleci°"'e +• e Lit- ph08B roposele or bids for 11 10 Units,Los Rios Historic District until 2: p.m.on the 11th not in any supplement thereof on the following day November 2XIi. A pr�bid canterxice is scheduled for 1:00 p.m.on Octo- ber 28,ZOOS,in the City Council Chamber. dates,to wit: Copies of yrs plans end SpecMpations ere on fib at the City Clerk's office, City of San Jusnparano, 32900 September 25,October 2,2008 pease Adeanro,San Juan Capistrano,c:l°�naa•and may be obtained at the non-retradWlo charge of r 90.00,plus a charge at$10.M for each set of Plans and SpecMostions mailed. "I certify (or declare) under the penalty of Deted: September 11.Not perjury under the laws of the State of California /e/Maerrppyarsatt fl.Alarlehan MM6WEr JUAN that the foregoing is true and correct": ORA of SAN JIM,CALIFOR IA OMNOE COl1NIV,CALIFORNIA Executed at Santa Ana,Orange County, Publish:Cap=Valley Nss s Sept 2S,oa 2,2005 California, on Date: October 2,2008 gnature Capistrano Valley News 625 N.Grand Ave. Santa Ana,CA 92701 (714)796-2209 NOTICE OF TRANSMITTAL CAPISTRANO VALLEY NEWS Legal Publications CHARGE TO ACCOUNT NO: 0041125000 FOR PUBLICATION ON: SEPTEMBER 25, 2008 OCTOBER 2, 2008 OCTOBER 9, 2008 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS —The Little Hollywood Affordable Housing Project Phase II — 10 Units Los Rios Historic District PROOF OF PUBLICATION: Please fax to: City Clerk's Office, City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 fax (949) 493-1053 telephone (949) 493-1171 AUTHORIZED BY: DATE: Seoember 7, 2008 Date of Bid Opening - 11/17/2008 Date(s) notice published - 09/25/2008 - 10/02/2008 Date affidavit received - Date notice posted in - 09/25/2008 designated posting places NOTICE INVITING BIDS IMPROVEMENT PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT, PHASE II — 10 UNITS, LOS RIOS HISTORIC DISTRICT Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the Little Hollywood Affordable Housing Project, Phase II — 10 Units, Los Rios Historic District until 2:00 p.m. on the 17th day November 2008. A pre-bid conference is scheduled for 1:00 p.m. on October 28, 2008, in the City Council Chamber. Copies of the Plans and Specifications are on file at the City Clerk's Office, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at the non-refundable charge of $ 90.00, plus a charge of $ 10.00 for each set of Plans and Specifications mailed. Dated: September 17, 2008 / M ARET R. MONAHAN, CITY CLERK C F SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA FOR OFFICE USE ONLY: STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING CITY OF SAN JUAN CAPISTRANO ) AND PUBLICATION I, MARGARET R. MONAHAN, declare that I am the duly appointed and qualified City Clerk of the City of San Juan Capistrano; that on September 25th 2008, 1 caused the above Notice to be posted in three (3) public places in the City of San Juan Capistrano, to wit: City Hall; Community Center Reception Area; Orange County Public Library AND, that on September 25h and October 2nd , 2008, the above Notice was published in the Capistrano Valley News newspaper. I declare under penalty of perjury that the foregoing is true and correct. MARGARET R. MONAHAN, CITY CLERK City of San Juan Capistrano, California THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT NOTICE INVITING BIDS Public notice is hereby given that the San Juan Capistrano Community Redevelopment Agency will, up to 2 p.m., on the 17`6 day of November 2008, receive sealed proposals or bids for the IMPROVEMENT PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT, PHASE II — 10 UNITS, LOS RIOS HISTORIC DISTRICT in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 2006 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Any person desiring to submit a bid proposal in response to this bid package must first purchase the bid package. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or bidder's bond payable to the San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 1 p.m. on the 28th day of October, 2008, 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 San Juan Capistrano Community Redevelopment Agency 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 Board of Directors 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 San Juan Capistrano Community Redevelopment Agency, will best serve the interests or needs of the City of San Juan Capistrano. A time limit of two hundred forty (240) 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$90 non- refundable, is required for obtaining each set of plans and specifications. There will be a $10 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License Number and Classification of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the Board of Directors of the City of San Juan Capistrano Community Redevelopment Agency and is dated this the 251h day of September, 2008. Before contacting City staff, please check the City of San Juan Capistrano's website for information regarding any questions. http://www.sanivancai)istrano.org/ If you are unable to find an answer on the website please contact Margaret R. Monahan. CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA SEP 18 2008 11:03 FP 7147962294 7147962294 TO 919494931053 P.03iO4 NOTICE INVITING BIDS INPROVENEW PLANS FOR THE LITTLE r HOLL1rWOOD AFFORDABLE HOUSING PROJECT, PHASE 11 -70 UNITS, LOS RIOS HISTORIC 1� DISTRICT Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the Lit- tle Hollywood Affordable Housing Project, Phase II - 10 Units, Los Rios Historic District until 2:00 p.m. on the 17th day November 2008. A pre-bid conference is scheduled for 1:00 p.m. on Octo- ber 28, 2008, in the City Council Chamber. —Copies of the Plans and Specifications are on file at the City Clerk's Office, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may he obtained at the non-refundable charge of $ 10.00, plus a charge of $ 90.00 for each set of Plans and Specifications mailed. Dated: September 17, 2008 /s/ Margaret R. Monahan MARGARET R. MONAHAN. CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA Publish: Capistrano Valley News September 25, 2008 8682349 NOTICE OF TRANSMITTAL CAPISTRANO VALLEY NEWS Legal Publications CHARGE TO ACCOUNT NO: 0041125000 FOR PUBLICATION ON: SEPTEMBER 25, 2008 OCTOBER 2, 2008 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS —The Little Hollywood Affordable Housing Project Phase II — 10 Units Los Rios Historic District PROOF OF PUBLICATION: Please fax to: City Clerk's Office, City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 fax (949) 493-1053 telephone (949) 493-1171 AUTHORIZED BY: DATE: �e;ernber 17, 2008 Date of Bid Opening - 11/17/2008 Date(s) notice published - 09/25/2008 - 10/02/2008 V\ Date affidavit received - Date notice posted in - 09/25/20 designated posting places NOTICE INVITING BIDS IMPROVEMENT PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT, PHASE II — 10 UNITS, LOS RIOS HISTORIC DISTRICT Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the Little Hollywood Affordable Housing Project, Phase II — 10 Units, Los Rios Historic District until 2:00 p.m. on the 17"' day November 2008. A pre-bid conference is scheduled for 1:00 p.m. on October 28, 2008, in the City Council Chamber. Copies of the Plans and Specifications are on file at the City Clerk's Office, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at the non-refundable charge of $ 10.00, plus a charge of $ 90.00 for each set of Plans and Specifications mailed. Dated: September 17, 2008 AR ARET R. MONAHAN, CITY CLERK ITY 9F SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA FOR OFFICE USE ONLY: STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING CITY OF SAN JUAN CAPISTRANO ) AND PUBLICATION I, MARGARET R. MONAHAN, declare that I am the duly appointed and qualified City Clerk of the City of San Juan Capistrano; that on September 251h, 2008, 1 caused the above Notice to be posted in three (3) public places in the City of San Juan Capistrano, to wit: City Hall; Community Center Reception Area; Orange County Public Library AND, that on September 25th and October 2nd , 2008, the above Notice was published in the Capistrano Valley News newspaper. I declare under penalty of perjury that the foregoing is true and correct. MARGARET R. MONAHAN, CITY CLERK City of San Juan Capistrano, California e • • SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY SAN JUAN CAPISTRANO, CALIFORNIA COUNTY OF ORANGE t �maeeeree �' - v ouumm 1961 (J 7776 LI FOK'��� SPECIFICATIONS AND CONTRACT DOCUMENTS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II - 10 UNITS LOS RIOS HISTORIC DISTRICT August 19, 2008 CRA 8/1912008 D1 ATTACHMENT 1 Members of the Board of Directors MARK NIELSEN, CHAIRMAN SAM ALLEVATO JOE SOTO THOMAS HRIBAR DR. LONDRES USO Executive Director Dave Adams City Project Manasm Douglas D. Dumhart, Redevelopment Manager Approved for Bidding Nasser Abbaszadeh, City Engineer RCE NO. 39370 DATE t • • SPECIFICATIONS AND CONTRACT DOCUMENTS THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE 11 - 10 UNITS PROJECT CONSULTANTS REGISTRATION STAMPS AND SIGNATURE CIVIL ENGINEER ADAMS-STREETER CIVIL ENGINEERS 15 Corporate Park Irvine, CA 92606 (949) 474-2330 By: Jarrod M. Egley License No. & Exp. Date Affix Seal LANDSCAPE ARCHITECT LAND CONCERN 1750 East Deere Avenue Santa Ana, CA 92705 (949) 250-4822 By: Mike Imlay License No. & Exp. Date Affix Seal DRY UTILITIES ADVANCED UTILITY DESIGN 27281 Las Ramblas, Suite 130 Mission Viejo, CA 92691 (949) 582-2755 By: John J. Voris License No. & Exp. Date Affix Seal TABLE OF CONTENTS ITEM: PAGE# CONTRACT DOCUMENTS NoticeInviting Bids.........................................................................................................................l BidProposal ....................................................................................................................................3 Scheduleof Work Items ..................................................................................................................6 Non-Collusion Affidavit................................................................................................................31 Designation of Sub-Contractors ....................................................................................................32 Instructionsto Bidders...................................................................................................................33 BidBond........................................................................................................................................38 PerformanceBond.........................................................................................................................40 Labor&Material Bond..................................................................................................................42 GENERAL PROJECT SPECIFICATIONS Section 1 Scope of Work.........................................................................44 Section 2 Plans and Specifications.............................................................44 Section 3 Location of Work.....................................................................45 Section 4 Time for Completion.................................................................45 Section 5 Hours of Work........................................................................46 Section 6 Notification............................................................................46 Section 7 Emergency Information...............................................................48 Section 8 Community Notice....................................................................47 Section Contract Drawings....................................................................50 Section 10 Standard Specifications...............................................................50 Section I1 Excavation Notice.....................................................................51 Section 12 Record and As-Built Drawings .....................................................52 Section 13 Test ofMaterials.....................................................................52 Section 14 Certification...........................................................................52 Section 15 Protection and Restoration of Existing Improvements ........................53 Section 16 Public Convenience and Safety...................................................54 Section 17 Storage of Equipment and Materials In Public Streets ........................55 Section 18 Street Closures,Detours,Barricades .............................................56 Section 19 Examination of Contract Documents.............................................56 CONTRACT: Contract .........................................................................................................................................57 SPECIAL PROVISIONS: Section 1 Standard Specifications .............................................................................61 Section 2 Termination of Contract ............................................................................61 Section 3 Laws to be Observed .................................................................................62 Section 4 Facilities for City Personnel ......................................................................62 Section 5 Survey Services .........................................................................................62 Section6 Terms Defined...........................................................................................62 Section 7 Flow and Acceptance of Water..................................................................63 Section8 Water ................................................................................63 Section 9 Insurance and Overhead Costs....................................................................63 Section 10 Protection of Existing Utilities..................................................................64 Section 11 Protection of Private Property..................... .......................................64 Section 12 Protection of Existing Trees..... ................................................................64 Section 13 Protection of Los Rios Street....................................................................65 Section 14 Construction Zone....................................................................................65 Section 15 Pre-Construction Coordination Meeting...................... ....................65 Section 16 Construction Schedule.........................................................................66 Section 17 National Pollutant Discharge Elimination System ..............................66 Section 18 Preservation of Survey Monuments ....................................................70 Section 19 Monumentation Identification ...................... ......................................70 Section 20 Construction Signs ..............................................................................71 Section 21 Construction Noise Levels ..................................................................71 DETAIL SPECIFICATIONS AND METHOD OF PAYMENT Mobilization, Rough Grading& Erosion Control Bid Item C-1 —Project Survey Bid Item C-2—Reestablish Centerline Ties and Monuments Bid Item C-3 —Mobilization Bid Item C-4—Clear and Grub Bid Item C-5 —Remove Existing Headwall and Trash Rack Bid Item C-6—Construct Desilting Basin Bid Item C-7—Construct Concrete Collar Bid Item C-8 —Provide on-site BMPs and Erosion Control for the duration of the construction Sewer Improvements: Bid Item S-1 —Furnish and Install 15" PVC SDR-35 Sewer Line with Pipe Bedding Bid Item S-2—Furnish and Install 8" PVC SDR-35 Sewer Line with Pipe Bedding Bid Item S-3—Furnish and Install 6" PVC SDR-35 Sewer Line with Pipe Bedding Bid Item S-4—Furnish and Install 4"PVC SDR-35 Sewer Lateral Bid Item S-5 —Construct 48" Sewer Manhole Bid Item S-6—Construct Sewer Clean-out Bid Item S-7—Break into Existing Sewer Manhole and Connect PVC Sewer Pipe Bid Item S-8 —Furnish and Install 4"x 6" PVC Reducer Bid Item S-9—Abandon Existing Sewer Line Bid Item S-10—Abandon Existing Sewer Manhole to grade. Bid Item S-11 —Adjust to Grade Existing Sewer Manhole. Bid Item S-12— Sewer By-Pass Pumping. Water Improvements: Bid Item W-1 —Furnish and Install Bollard. Bid Item W-2—Trench,Backfill, and Resurface Street. Bid Item W-3 —Furnish and Install 8" PVC C-900 CL-200 Water Main. Bid Item W-4—Construct Thrust Block. Bid Item W-5 —Construct 45°, 22.5°, or 11.25° Bend. Bid Item W-6—Furnish and Install Air &Vacuum Relief Valve Assembly. Bid Item W-7—Construct Hot Tap Connection. Bid Item W-8—Furnish and Install 2.5° High Deflection Coupling. Bid Item W-9—Furnish and Install Fire Hydrant Assembly. Bid Item W-10—Furnish and Install 8" Gate Valve and Valve Box Assembly. Bid Item W-11 —Furnish and Install 1" Domestic Water Service with 1" Meter& Box. Street Improvements Bid Item ST-1 —Sawcut and Remove Existing A.C. Pavement. Bid Item ST-2 — Sawcut and Remove Existing Concrete Driveway. Bid Item ST-3 —Construct 4" A.C. street paving. Bid Item ST-4—Construct 5" A.B. for street paving. Bid Item ST-5—Furnish and Install Precast Concrete Wheelstop. Bid Item ST-6—Paint 4" White Strip. Bid Item ST-7—Construct 5" Concrete Driveway with No. 3 bars @ 24" O.C. Bid Item ST-8 —Furnish and Install NDS Dura Channel Drain and Grate. Bid Item ST-9—Remove Existing Speed Bump and reconstruct at different location. Precise Grading Bid Item PG-1 —Construct 4"A.C. driveway paving. Bid Item PG-2 —Construct 5" A.B. for driveway paving. Bid Item PG-3 —Construct Dry Well. Bid Item PG-4—Furnish and Install EcoRain Systems Raintanks. Bid Item PG-5 —Furnish and Install 36" RCP. Bid Item PG-6—Construct 10' Wide Dirt Equestrian Trail. Bid Item PG-7— Construct 4"Perforated PVC Pipe Bioretention Swale Subdrain. Bid Item PG-8 —Construct Headwall, Pipe Inlet, and Concrete Pad. Bid Item PG-9—Install Trash Rack. Bid Item PG-10—Furnish and Install 12" Atrium Grate. Bid Item PG-11 —Construct Junction Structure with Pressure Manhole Shaft. Bid Item PG-12—Furnish and Install 4" Perforated PVC Subdrain Pipe. Bid Item PG-13 —Furnish and Install 4" PVC Drain Pipe. Bid Item PG-14 —Furnish and Install 6" PVC Drain Pipe. Bid Item PG-15 —Furnish and Install 8" PVC Drain Pipe. Bid Item PG-16—Furnish and Install 10" PVC Drain Pipe. Bid Item PG-17—Furnish and Install Bollard. Building Bid Item B-1—Construct raised concrete foundations for all 7-NC-01 Silvercrest MFD. homes. Bid Item B-2—Construct raised concrete foundations for all 3-NC-11047 Silvercrest MFD. homes. Bid Item B-3 —Furnish and Install on foundations 7-NC-01 Silvercrest MFD. homes. Bid Item B-4—Furnish and Install on foundations 3-NC-11047 Silvercrest MFD. homes. Bid Item B-5 —Construct covered front porches, decks, railings and ramps. Bid Item B-6—Construct carports with storage cabinets. Bid Item B-7—Furnish and Install concrete wheel stops in carports. Bid Item B-8 —Construct concrete pads for picnic tables. Bid Item B-9— Supply and install two 8' long picnic tables. Bid Item B-10—Supply and install two trash receptacles. Bid Item B-11 — Supply and install dog valet pet waste station. Bid Item B-12—Construct concrete and stone entry pilasters. Bid Item B-13 —Fabricate and Install One Street Light. Bid Item B-14—Construct Concrete pad and footing for mail box and pedestal. Bid Item B-15 —Furnish and Install 12 unit, Type 11, Cluster Mail Box on Pedestal. Bid Item B-16—Construct Concrete and Stone Bridge. Bid Item B-17—Construct Concrete Sidewalks with raised stoops at all homes. Bid Item B-18 —Construct 4' High Wood Fence Enclosures at all homes Bid Item B-19—Construct Equestrian Fence Domestic Water Irrigation Equipment Bid Item DI-1 —Furnish and install point of connection to 1'/2"water meter. Bid Item DI-2—Furnish and install 2" Brass Gate valves. Bid Item DI-3 —Furnish and install l Yz"reduced pressure principle backflow preventer. Bid Item DI-4—Furnish and install backflow enclosure. Bid Item DI-5—Furnish and install booster pump with electrical connection. Bid Item DI-6—Furnish and install 2" plastic pressure reducing master valve. Bid Item DI-7—Furnish and install 1'/4"plastic flow sensor. Bid Item DI-8 —Furnish and install 3/4" brass quick couplers. Bid Item DI-9—Furnish and install 1" automatic control valves. Bid Item DI-10 —Furnish and install l Yz" automatic control valves. Bid Item DI-11 —Furnish and install 120/240 VAC power meter. Bid Item DI-12—Furnish and install automatic irrigation control timer. Bid Item DI-13 —Furnish and install connector from meter to timer. Bid Item DI-14—Furnish and install 2"mainline and fittings. Bid Item DI-15 —Furnish and install buried non-pressure laterals and fittings. Bid Item DI-16—Furnish and install #14 AWG irrigation control wire. Bid Item DI-17—Furnish and install Rainbird 1812 pop up spray heads. Bid Item DI-18—Furnish and install Rainbird 1804 pop up strip bubblers. Bid Item DI-19—Furnish and install Rainbird 1804 SAM PRS 4"pop up bubbler heads with PCS screens. Bid Item DI-20—Furnish and install Rainbird 1812 SAM PRS 12"pop up spray heads with Rotary nozzles. Bid Item DI-21 —Furnish and install Rainbird 1806 SAM PRS NP 6"pop up spray heads with 5H-B bubblers with PCS screens. Bid Item DI-22—Furnish and install 2" Schedule 40 PVC sleeving. Bid Item DI-23 —Furnish and install 3" Schedule 40 PVC sleeving. Bid Item DI-24—Furnish and install 4" Schedule 40 PVC sleeving. Future Recycled Water Irrigation Equipment Bid Item RI-1 —Furnish and install point of connection to existing 1-1/2"water meter. Bid Item RI-2—Furnish and install 2" Brass Gate valves. Bid Item RI-3 —Furnish and install Reduce pressure principle backflow preventer. Bid Item RI-4—Furnish and install vandal resistant backflow enclosure. Bid Item RI-5 — Furnish and install 1'/0" Schedule 80 PVC basket strainer with 80 mesh stainless steel screen. Bid Item RI-6—Furnish and install booster pump with electrical connection. Bid Item RI-7 — Furnish and install 2" plastic pressure reducing master valve with purple knobs. Bid Item RI-8 —Furnish and install 1%d'plastic flow sensor. Bid Item RI-9—Furnish and install 1/4" brass quick couplers. Bid Item RI-10—Furnish and install 1"plastic automatic control valves. Bid Item RI-11 —Furnish and install 1'/z" automatic control valves with purple valves. Bid Item RI-12—Furnish and install 120/240 VAC power meter. Bid Item RI-13—Furnish and install automatic irrigation control timer. Bid Item RI-14—Furnish and install connector from meter to timer. Bid Item RI-15 —Furnish and install purple Schedule 40 2" PVC mainline and fittings. Bid Item RI-16—Furnish and install purple Schedule 40 non-pressure laterals and fittings. Bid Item RI-17 — Furnish and install purple Schedule 40 UVR PVC non pressure lateral piping and fittings on grade. Bid Item RI-18 —Furnish and install #14 AWG irrigation control wire. Bid Item RI-19—Furnish and install Rainbird 1812 SAM PRS NP 12"pop up spray heads with MPR nozzles. Bid Item RI-20 —Furnish and install Rainbird PR8S PRS spray heads on riser with check valve and MPR nozzles. Bid Item RI-21 —Furnish and install Rainbird 1804 SAM PRS 4"pop up bubbler heads with PCS screens. Bid Item RI-22—Furnish and install Rainbird 1812 SAM PRS 12"pop up spray heads with Rotary nozzles. Bid Item RI-23 —Furnish and install Rainbird 5012 PL-R-SAM NP 12"pop up spray heads with MPR nozzles. Bid Item RI-24 —Furnish and install Rainbird PR8S PRS spray heads on riser with check valve and rotary nozzles. Bid Item RI-25 —Furnish and install Rainbird 5000 S-PL-R Rotor heads on riser with check valve and MPR nozzles. Bid Item RI-26 —Furnish and install Rainbird 1806 SAM PRS NP 6" pop up spray heads with 5H-B bubblers with PCS screens. Bid Item RI-27 —Furnish and install 2" Schedule 40 PVC sleeving Bid Item RI-28 —Furnish and install 4" Schedule 40 PVC sleeving. Bid Item RI-29—Furnish and install recycled water signs. Landscape Bid Item L-I - Remove existing Willow and Eucalyptus trees. Bid Item L-2—Prune existing cluster of Pepper trees. Bid Item L-3 — Soil Prep and fine grade all planting areas. Bid Item L-4—Weed Abatement in all landscape areas. Bid Item L-5 —Supply and Install 15 gallon trees. Bid Item L-6—Supply and Install 24"box trees stakes and ties. Bid Item L-7—Hydroseed Bioswale Seed Mix. Bid Item L-8—Hydroseed Meadow Seed Mix. Bid Item L-9—Hydroseed Low Growing Native Seed Mix. Bid Item L-10—Furnish and Install a 2" layer of Bark Mulch. Bid Item L-I I —Furnish and Install I gallon Shrubs. Bid Item L-12—Furnish and Install 5 gallon Shrubs Bid Item L-13 —Allowance for 90 days of landscape maintenance. Bid Item L-14—Furnish and Install 12"-18" Boulders. Bid Item L-15—Furnish and Install 57 9"-12" Cobbles. Bid Item L-16—Furnish and Install 123 6"-9" Cobbles. Bid Item L-17—Construct 6" concrete Mow Curbs on both sides of DG Path. Bid Item L-18 —Construct and install 3"thick colored, stabilized DG Path. Bid Item L-19—Fabricate and install wood path lights. Bid Item L-20—Construct concrete steps in sidewalks per grading plan. Alternate Bid Items Bid Item A-I —Cut into Existing Steel Casing and Sewer Line Bid Item A-2—Allowance for Additional 24"box Trees. Bid Item A-3 —Allowance for Additional 5 gallon Shrubs. Bid Item A-4—Allowance for Additional 1 gallon Shrubs APPENDICES: Appendix A ...................................................................................Site Plan & Limit of Work 3 3 • THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT NOTICE INVITING BIDS Public notice is hereby given that the San Juan Capistrano Community Redevelopment Agency will, Lip to xx b.m., on the xx day of xx 2008,receive sealed proposals or bids for the IMPROVEMENT PLANS FOR THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT,PHASE I1-10 UNITS, LOS RIOS HISTORIC DISTRICT in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 2006 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Any person desiring to submit a bid proposal in response to this bid package must first purchase the bid package. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or bidder's bond payable to the San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 xx a.m. on the xxth day of xx 2008, 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 San Juan Capistrano Community Redevelopment Agency 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 Board of Directors 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 San Juan 1 Capistrano Community Redevelopment Agency,will best serve the interests or needs of the City of San Juan Capistrano. A time limit of xx (xx) 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, oopies 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 Board of Directors of the City of San Juan Capistrano Community Redevelopment Agency and is dated this day of Before contacting City staff,please check the City of San Juan Capistrano's website for information regarding any questions. hiip://www.s4njuancavistrano.or If you are unable to find an answer on the website please contact Margaret R. Monahan. CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 2 BID PROPOSAL For the: THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT From: Contractor, License No. & Classification To the Members of the Board of Directors San Juan Capistrano Community Redevelopment Agency 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, 2006 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 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 San Juan Capistrano Community Redevelopment Agency 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 xx (xx) calendar days, and ninety (90) calendar days thereafter for the landscape maintenance. 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 3 understood that the San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 Board of Directors, 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 San Juan Capistrano Community Redevelopment Agency 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 bidders bond on the forms from rages 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: Licensed in accordance with an act providing for the registration of contractors -- License No. and Classification Signature of Bidder: 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.) Dated: Business Address Dated: Telephone Number Further,the undersigned bidder certifies that he has thoroughly checked the figures set forth in this proposal,that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: Signature of Bidder Dated: Telephone Number 5 SCHEDULE OF WORK ITEMS THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT MOBILIZATION, ROUGH GRADING, & EROSION CONTROL Item A rox. Work Items With Unit Price Unit Price Total Amount uanti (Written in Words) (In Figured C-1 1 L.S. Project Survey for the lump sum price of $ $ dollars. C-2 1 L.S. Establish Centerline Ties and Monuments $ $ for the lump sum price of dollars. C-3 1 L.S. Mobilization for the lump sum price of $ $ dollars. C-4 1 L.S. Clear and Grub for the lump sum price of $ $ dollars. C-5 I L.S. Remove and Dispose of Existing Headwall $ $ and Trash Rack for the lump sum of dollars. C-6 1 L.S. Construct Desilting Basin for the lump sum $ $ of dollars. C-7 1 EA. Construct Concrete Collar for the unit price $ $ of dollars per each. 6 C-8 1 L.S. Provide On-Site BMPs and Erosion Control $ $ for the duration of the construction (Rough Grade & Precise Grade) per the Erosion Control Plans for the lump sum of dollars. MOBILIZATION,ROUGH GRADING, BMP SUB-TOTAL $ SEWER IMPROVEMENTS Item Aprrox. Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) (In Figures) S-1 62 L.F. Furnish and Install 15"PVC SDR-35 Sewer $ $ Line with Pipe Bedding for the unit price of dollars per linear foot. S-2 295 L.F. Furnish and Install 8"PVC SDR-35 Sewer $ $ Line with Pipe Bedding for the unit price of dollars per linear foot. S-3 165 L.F. Furnish and Install 6" PVC SDR-35 Sewer $ $ Line with Pipe Bedding for the unit price of dollars per linear foot. S-4 283 L.F. Furnish and Install 4" PVC SDR-35 Sewer $ $ Lateral for the unit price of dollars per linear foot. S-5 3 EA. Construct 48" Sewer Manhole for the unit $ $ price of dollars per each. S-6 15 EA. Construct Sewer Clean-out for the unit price $ $ of dollars per each. S-7 3 EA. Break into Existing Sewer Manhole and $ $ Connect PVC Sewer Pipe Modifying Manhole Bottom as Required for the unit price of dollars per each. S-8 1 EA. Furnish and Install 4"x6"Reducer for the $ $ unit price of dollars per each. 8 S-9 273 L.F. Abandon and Remove Existing Sewer Line $ $ for the unit price of dollars per linear foot. 5-10 2 EA. Abandon and Remove Existing Sewer $ $ Manhole for the unit price of dollars per each. 5-11 4 EA. Adjust to Grade Existing Sewer Manhole for $ $ the unit price of dollars per each. 5-12 1 LS Supply and implement sewer by-pass $ $ pumping for the lump sum of dollars. SEWER IMPROVEMENTS SUB-TOTAL $ 9 WATER IMPROVEMENTS Item Approx. Work Items With Unit Price Unit Price Total Amount uanti (Written in Words) (In Figures) W-1 11 EA. Furnish and Install Bollard for the unit price $ $ of dollars per each. W-2 29 L.F. Trench, Backfill, and Resurface Street for $ $ .the unit price of dollars per linear foot. W-3 719 L.F. Construct 8" PVC C-900 CL-200 Water $ $ Main for the unit price of dollars per linear foot. W-4 15 EA. Construct Thrust Block for the unit price of $ $ dollars per each. W-5 13 EA. Construct 45°, 22.5°, 11.25° Bend for the $ $ unit price of dollars per each. W-6 1 EA. Construct Air& Vacuum Relief Valve for $ $ the unit price of dollars per each. W-7 2 EA. Construct Hot Tap Connection for the unit $ $ price of dollars per each. W-8 4 EA. Furnish and Install 2.5° High Deflection $ $ Coupling (HD) for the unit price of dollars per each. 10 W-9 2 EA. Construct Fire Hydrant Assembly for the $ $ unit price of dollars per each. W-10 5 EA. Construct 8" Gate Valve and Valve Box $ $ Assembly for the unit price of dollars per each. W-11 10 EA. Construct 1" Domestic Water Service with $ $ 1"Meter & Box for the unit price of dollars per each. WATER IMPROVEMENTS SUB-TOTAL $ 11 STREET IMPROVEMENTS Item Approx. Work Items With Unit Price Unit Price Total Amount uantit (Written in Words! (In Figured ST-1 708 S.F. Sawcut and Remove Existing A.C. Pavement $ $ for the unit price of dollars per square foot. ST-2 297 S.F. Sawcut and Remove Existing Concrete $ $ Driveway for the unit price of dollars per square foot. ST-3 325 Tons. Construct 4"A.0 street paving. Actual R $ $ Value to be confirmed onsite and verified by soils engineer for the unit price of dollars per ton. ST-4 207 CY. Construct 5"A.B. for street paving. Actual $ $ R Value to be confirmed onsite and verified by soils engineer for the unit price of dollars per cubic yard. ST-5 10 EA. Install Precast Concrete Wheelstop for the $ $ unit price of dollars per each. ST-6 115 L.F. Paint 4" White Strip for the unit price of $ $ dollars per linear foot. ST-7 241 S.F. Construct 5" Concrete Driveway with No.. 3 $ $ Bars @ 24" O.C. for the unit price of dollars per square foot. 12 ST-8 22 L.F. Install NDS Dura Channel Drain Part No. $ $ 600 with DS-221 Grate for the unit price dollars per linear foot. ST-9 1 L.S. Remove Existing Speed Bump and Construct $ $ Speed Bump of Equal Dimensions on Ramos Street Immediately East of"A" Street Intersection for the lump sum price of dollars. STREET IMPROVEMENTS SUB-TOTAL $ 13 PRECISE GRADING Item Approx. Work Items With Unit Price Unit Price Total Amount uantit (Written in Words) (In Figures) PGA 65 TON Construct 4 A.C. driveway paving. Actual $ $ R value to be Confirmed Onsite and Verified by the Soils Engineer for the unit price of dollars per ton. PG-2 42 CY Construct 5" A.B. for driveway paving. $ $ Actual R Value to be Confirmed Onsite and Verified by the Soils Engineer for the unit price of dollars per cubic yard. PG-3 I L.S. Construct Dry Well for the lump sum of $ $ dollars. PG-4 1 L.S. Furnish and install EcoRain Systems $ $ Raintanks for the lump sum of dollars. PG-5 12 L.F. Furnish and install 36" RCP for the unit $ $ price of dollars per linear foot. PG-6 462 L.F. Construct 10' Wide Dirt Equestrian Trail for $ $ the unit price of dollar per linear foot. PG-7 521 L.F. Furnish and install 4"Perforated PVC Pipe $ $ Bioretention Swale Subdrain for the unit price of dollars per linear foot. 14 PG-8 1 L.S. Construct Headwall, Pipe Inlet, and Concrete $ $ Pad for the lump sum of dollars. PG-9 1 EA. Furnish and install Trash Rack for the unit $ $ price of dollars per each. PG-10 5 EA. Furnish and install 12"Atrium Grate (NDS $ $ 1280) for the unit price of dollars per each. PG-11 1 EA. Construct Junction Structure with Pressure $ $ Manhole Shaft and Pressure Plate Detail without Reducer for the unit price of dollars per each. PG-12 84 L.F. Furnish and install 4" Perforated PVC $ $ Subdrain pipe for the unit price of dollars per linear foot. PG-13 181 L.F. Furnish and install 4" PVC pipe for the unit $ $ price of dollars per linear foot. PG-14 81 L.F. Furnish and install 6" PVC pipe for the unit $ $ price of dollars per linear foot. PG-15 182 L.F. Furnish and install 8" PVC pipe for the unit $ $ price of dollars per linear foot. PG-16 123 L.F. Furnish and install 10" PVC pipe for the unit $ $ price of dollars per linear foot. 15 PG-17 2 EA. Furnish and install Bollard for the unit price $ $ of dollars per each. PRECISE GRADING SUB-TOTAL $ 16 BUILDING Item AP-Prox. Work Items With Unit Price Unit Price Total Amount uanti (Written in Words) (In Figures) B-1 7 EA Construct raised concrete foundations for 2 $ $ bedroom (NC-01) Silvercrest manufactured homes for the unit price of dollars per each. B-2 3 EA Construct raised concrete foundations for 1 $ $ bedroom (NC-11047) Silvercreset manufactured homes for the unit price of dollars per each. B-3 7 EA Supply and install on foundations the 2 $ $ bedroom (NC-01) Silvercrest manufactured homes with covered front porches & decks for the unit price of dollars per each as specified in the architecture plans. B-4 3 EA Supply and install on foundations the 1 $ $ bedroom (NC-11047) Silvercrest manufactured homes for the unit price of dollars per each as specified in the architecture plans. B-5 3 EA Construct covered front porches, steps, $ $ decks, railings and ramps for all bedroom (NC-11047) Silvercrest homes for the unit price of dollars per each per the details on the architecture Tans. B-6 10 EA Construct carports with storage cabinets for $ $ all homes for the unit price of dollars per each per the details on the architecture plans. 17 B-7 10 EA Supply and install concrete wheel stops for $ $ all carports for the unit price of dollars per each per landscape architect's details. B-8 286 SF Construct 2 concrete pads for picnic tables $ $ for the unit price of dollars per square foot per detail k/L-3 on the landscape plans. B-9 2 EA Supply and install 8' long picnic tables for $ $ the unit price of dollars per each per detail k/L-3 on the landscape plans. B-10 2 EA Supply and install trash receptacles for the $ $ unit price of dollars per each per detail k/L-3 on the landscape plans. B-11 1 EA Supply and install one Dog Valet Pet Waste $ $ Station with conc. footing for the unit price of dollars per each per the Amenity Schedule on the landsca a nlans. B-12 2 EA Construct concrete/stone entry pilasters for $ $ the unit price of dollars per each per detail i/L-3 on the landscape plans. B-13 1 EA Fabricate and install one street light for the $ $ unit price of dollars per each per detail d/L-5 on the landscape plans B-14 16 SF Construct concrete pad and foundation for $ $ Mail Box and pedestal for the lump sum of dollars per square foot per detail h/L-3 on the landsca a plans. B-15 1 EA Supply and install one 12 Unit Type 11 $ $ Cluster Mail Box on pedestal for the unit price of dollars per each per detail h/L-3 on the landscape plans. 18 B-16 1 LS Construct Bridge per detail c/L-4 of the $ $ landscape plans for the price of dollars. B-17 2,304 SF Construct 4"thick sidewalks with stoops at $ $ all houses for the unit price of dollars per square foot per detail b/L-5 on the landscape plans. B-18 373 LF Construct 4'high wood fence enclosure at all $ $ houses for the unit price of dollars per linear foot per details d/L-5 on the landscape plans. B-19 680 LF Construct equestrian fence for the unit price $ $ of dollars per linear foot per detail a/L-5 on the landscape plans. BUILDING SUB-TOTAL $ 19 Domestic Water Irri¢ation Equipment DI-1 I LS Supply and install connection to 1-1/2"water $ $ meter for the irrigation point of connection the unit price of dollars. DI-2 5 EA. Supply and install 2"Brass gate valves for $ $ the unit price of dollars per each. DI-3 1 EA Supply and install 1-1/2" Reduced pressure $ $ backflow preventer with wye strainer for the unit price of dollars per each. DI-4 1 EA Supply and install backflow stainless steel $ $ vandal resistant enclosure for the unit price of dollars per each. DI-5 1 EA Supply and install booster pump with $ $ electrical connection for the unit price of dollars per each. DI-6 1 EA Supply and install 2" Plastic pressure $ $ reducing master valve for the unit price of dollars per each. DI-7 I EA Supply, install and connect to controller a 1- $ $ 1/4"plastic flow sensor for the unit price of dollars per each. DI-8 5 EA. Supply and install 3/4" brass quick coupler $ $ valves for the unit price of dollars per each. 20 DI-9 4 EA. Supply and install 1"plastic automatic $ $ control valves for the unit price of dollars per each. DI-10 4 EA. Supply and install 1-1/2"plastic automatic $ $ control valves for the unit price of dollars per each. DI-11 I EA. Supply and install 120/240 VAC power $ $ meter for the irrigation control timer for the unit price of dollars per each. DI-12 1 EA. Supply and install automatic irrigation $ $ control timer in a stainless steel enclosure for the unit price of dollars per each. DI-13 1 LS Supply and install connection from electrical $ $ meter to irrigation control timer for the unit price of dollars. DI-14 650 L.F. Supply and install 2" Schedule 40 PVC $ $ mainline and fittings for the unit price of dollars per lineal foot. DI-15 3,800 L.F. Supply and install Schedule 40 PVC non $ $ pressure lateral piping and fittings for the unit price of dollars per lineal foot. DI-16 4,250LR Supply and install 414 AWG irrigation $ $ control wire including lead wire, common wire and extra wires for the unit price of dollars per lineal foot. 21 DI-17 201 EA. Supply and install Rainbird 1812 SAM PRS $ $ 12"pop up spray heads with MPR nozzles per plan for the unit price of dollars per each. DI-18 54 EA. Supply and install Rainbird PASS PRS spray $ $ heads on riser with check valve and MPR nozzles per plan for the unit price of dollars per each. DI-19 62 EA. Supply and install Rainbird 1804 SAM PRS $ $ 4"pop up strip bubblers with PCS screens per plan for the unit price of dollars per each. DI-20 18 EA. Supply and install Rainbird 1812 SAM PRS $ $ 12"pop up spray heads with rotary nozzles per plan for the unit price of dollars per each. DI-21 54 EA. Supply and install Rainbird 1806 SAM PRS $ $ 6" pop up 5H-B bubblers with PCS screens per plan for the unit price of dollars per each, DI-22 300 L.F. Supply and install 2" Schedule 40 PVC $ $ sleeving per plan for the unit price of dollars per lineal foot. DI-23 50 L.F. Supply and install 3" Schedule 40 PVC $ $ sleeving per plan for the unit price of dollars per lineal foot. DI-24 500 L.F. Supply and install 4" Schedule 40 PVC $ $ sleeving per plan for the unit price of dollars per lineal foot. DOMESTIC IRRIGATION SUB-TOTAL $ 22 Future Recycled Water Irrigation Equipment RI-1 1 LS Supply and install connection to 1-1/2" water $ $ meter for the irrigation point of connection the unit price of dollars. RI-2 8 EA. Supply and install 2" Brass gate valves for $ $ the unit price of dollars per each. RI-3 1 EA Supply and install 1-1/2" Reduced pressure $ $ backflow preventer with wye strainer for the unit price of dollars per each. RI-4 1 EA Supply and install backflow stainless steel $ $ vandal resistant enclosure for the unit price of dollars per each. RI-5 1 EA Supply and install 1-1/2" Schedule 80 PVC $ $ Basket Strainer with 80 mesh stainless steel screen for the unit price of dollars per each. RI-6 1 EA Supply and install booster pump with $ $ electrical connection for the unit price of dollars per each. RI-7 1 EA Supply and install 2" Plastic pressure $ $ reducing master valve with purple knobs for the unit price of dollars per each. RI-8 1 EA Supply, install and connect to controller a 1- $ $ 1/4"plastic flow sensor for the unit price of dollars per each. 23 RI-9 7 EA. Supply and install 3/4" brass recycled water $ $ quick coupler valves for the unit price of dollars per each. RI-10 15 EA. Supply and install 1" plastic automatic $ $ control valves with purple knobs for the unit price of dollars per each. RI-11 1 EA. Supply and install 1-1/2" plastic automatic $ $ control valves with purple knobs for the unit price of dollars per each. RI-12 1 EA. Supply and install 120/240 VAC power $ $ meter for the irrigation control timer for the unit price of dollars per each. RI-13 1 EA. Supply and install automatic irrigation $ $ control timer in a stainless steel enclosure for the unit price of dollars per each. RI-14 1 LS Supply and install connection from electrical $ $ meter to irrigation control timer for the unit price of dollars. RI-15 700 L.F. Supply and install Purple 2" Schedule 40 $ $ PVC mainline and fittings for the unit price of dollars per lineal foot. RI-16 4,550 L.F. Supply and install Purple Schedule 40 PVC $ $ non pressure lateral piping and fittings for the unit price of dollars per lineal foot. 24 0 • RI-17 575 L.F. Supply and install Purple Schedule 40 $ $ Ultraviolet resistant(UVR) PVC non pressure lateral piping and fittings on grade for the unit price of dollars per lineal foot. RI-18 6,200 L.F. Supply and install #14 AWG irrigation $ $ control wire including lead wire, common wire and extra wires for the unit price of dollars per lineal foot. RI-19 131 EA. Supply and install Rainbird 1812 SAM PRS $ $ NP 12"pop up spray heads with MPR nozzles per plan for the unit price of dollars per each. RI-20 22 EA. Supply and install Rainbird PA8S PRS spray $ $ heads on riser with check valve and MPR nozzles per plan for the unit price of dollars per each. RI-21 2 EA. Supply and install Rainbird 1804 SAM PRS $ $ NP 4"pop up strip bubblers with PCS screens per plan for the unit price of dollars per each. RI-22 29 EA. Supply and install Rainbird 1812 SAM PRS $ $ NP 12"pop up spray heads with rotary nozzles per plan for the unit price of dollars per each. RI-23 23 EA. Supply and install Rainbird 5012 PL-R-SAM $ $ NP 12" pop up rotor heads with MPR nozzles per plan for the unit price of dollars per each. RI-24 19 EA. Supply and install Rainbird PA8S PRS spray $ $ heads on riser with check valve and rotary nozzles per plan for the unit price of dollars per each. 25 RI-25 7 EA. Supply and install Rainbird 5000S-PL-R $ $ rotor heads on riser with check valve and MPR nozzles per plan for the unit price of dollars per each. RI-26 111 EA. Supply and install Rainbird 1806 SAM PRS $ $ NP 6"pop up 5H-B bubblers with PCS screens per plan for the unit price of dollars per each. RI-27 100 L.F. Supply and install 2" Schedule 40 PVC $ $ sleeving per plan for the unit price of dollars per lineal foot. RI-28 175 L.F. Supply and install 4" Schedule 40 PVC $ $ sleeving per.plan for the unit price of dollars per lineal foot. RI-29 2 EA. Supply and install recycled water signs for $ $ the unit price of dollars per each. FUTURE RECYCLED WATER IRRIGATION EQUIPMENT SUB-TOTAL $ 26 LANDSCAPE Item Approx. Work Items With Unit Price Unit Price Total Amount uanti (Written in Words) (In Figures) L71 1 LS Remove existing Willow& Eucalyptus trees $ $ and roots for the lump sum of dollars. L-2 I LS Clean and trim by a certified arborist and $ $ protect in place the existing cluster of Pepper trees in the center of the site, for the lump sum of dollars. L-3 34,997 SF Soil prep and fine grade all landscape areas $ $ for the unit price of dollars per square foot. L-4 34,997 SF Weed abatement in all landscape areas for $ $ the unit price of dollars per square foot. L-5 10 EA Supply and install 15 gal. trees as shown on $ $ the landscape plans for the unit price of dollars per each. L-6 45 EA Supply and install 24"box trees stakes and $ $ ties as shown on the landscape plans for the unit price of dollars per each. L-7 8,154 SF Hydroseed Bioswale seed mix as specified in $ $ the Ground Cover Schedule of the landscape plans for the unit price of dollars per square foot. 27 L-8 5,045 SF Hydroseed Meadow seed mix as specified in $ $ the Ground Cover Schedule of the landscape plans for the unit price of dollars per square foot. L-9 13,567 SF Hydroseed Low Growing Native seed mix as $ $ specified in the Ground Cover Schedule of the landscape plans for the unit price of dollars per square foot. L-10 216 CY Supply and install a 2"deep layer of Bark $ $ Mulch in all landscape areas for the unit price of dollars per cubic yard. L-11 418 EA Supply and install 1 gal. shrubs (mostly CA $ $ natives) as shown on the landscape plans for the unit price of dollars per each. L-12 762 EA Supply and install 5 gal. shrubs (mostly CA $ $ natives) as shown on the landscape plans for the unit price of dollars per each. L-13 90 DAYS 90 Day Landscape Maintenance for the unit $ $ price of dollars per day. L-14 36 EA Supply and install 12"-18" Boulders as $ $ shown on the landscape plans for the unit price of dollars per each per schedule on detail b/L-4 on the landscape plans. L-15 1 LS Supply and install 57-9"-12" Cobbles as $ $ directed by the landscape architect for the lump sum of dollars per schedule on detail b/L-4 on the landscape plans. 28 L-16 1 LS Supply and install 123-6"-9" Cobbles as $ $ directed by the landscape architect for the lump sum of dollars per schedule on detail b/L-4 on the landscape plans. L-17 48 LF Construct concrete steps in sidewalks per $ $ grading plans for the unit price of dollars per linear foot. L-18 496 LF Construct 6"concrete mow curbs on both $ $ sides of DG path for the unit price of dollars per linear foot per detail c/L-5 on landscape plans. L-19 744 SF Construct and install 3"thick colored, $ $ stabilized, decomposed granite path for the unit price of dollars per square foot per paving notes on sheet L-2 of the landscape plans. L-20 3 EA Fabricate and install wood path lights for the $ $ unit price of dollars per each per detail a/L-4 on the landscape plans. LANDSCAPE SUB-TOTAL $ Total Bid Price (Enter here and on Page 5) Words Figures ALTERNATIVE BID ITEMS The Contractor shall also provide costs for the following bid alternate items for possible inclusion or substitution(as applicable) of base bid items shown above. 29 Item Approx. Work Items With Unit Price Unit Price Total Amount uanti (Written in Words) (In Figures) A-1 1 L.S. Cut into Existing 26" Dia. 0.250" Min. $ $ Thick Steel Casing& 15" PVC SDR-26 PVC Sewer Line for the lump sum of dollars. A-2 3 EA Additional Plant Material—24" box trees $ $ stakes and ties for the unit price of dollars per each. A-3 10 EA Additional Plant Material - 5 gal. shrubs for $ $ the unit price of dollars per each. A-4 30 EA Additional Plant Material - 1 gal. shrubs for $ $ the unit price of dollars per each. ALTERNATE BID ITEMS TOTAL $ 30 • NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ) SS. County of ) being first duly sworn deposes and says that he is of the parry making the foregoing bid;that such bid is not made in the interest of or on behalf of any undisclosed person,partnership,company,association,organization or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder,or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof,or the contents thereof,or divulged information or data relative thereto,or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, association, organization,bid depository, or to any member or agent thereof,or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. DATED: SIGNATURE On this the day of 2008,before me,the undersigned,a Notary Public in and for said State, personally appeared , personally known to me/proved to me.on the basis of satisfactory evidence,to be the person(s)whose name(s) subscribed to the within instrument, and acknowledge that executed it. WITNESS my hand and official seal. Notary Public in and for said State 31 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 1. 2. 3. 4. 5. 6, 7. 8. BIDDER'S NAME AUTHORIZED SIGNATURE 32 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, 2006 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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. 33 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency and,if the bidder shall fail to execute said contract,said surety will 34 pay to the San Juan Capistrano Community Redevelopment Agency the damages which the San Juan Capistrano Community Redevelopment Agency 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. G. Bids shall be delivered to the San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency 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 San Juan Capistrano Community Redevelopment Agency, 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 San Juan Capistrano Community Redevelopment Agency and furnish the stipulated bonds,insurance and 35 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 parry to whom the first award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do SO. Bonds The successful bidder, simultaneously with the execution of the Agreement, will be required to furnish a Labor and Material Bond in a sum not less than one hundred percent(100%)of the total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not less than one hundred percent(100%)of the amount of the contract,Said bonds shall be secured from a surety company selected from the surety companies set forth in the standard specifications. Bonds must be submitted on the forms contained in these specifications. Time Performance The work shall be commenced within fifteen (15) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of ( )calendar days from the date specified in the Notice to Proceed has been set for completion of the work. The bidder's attention is directed to the specifications as to provisions for extension of time of completion and/or assessment of liquidated damages. Assignment of Contract No assignment by the Contractor of any contract to be entered into hereunder or any part thereof,or of funds to be received thereunder by the Contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and the surety has been given notice of such assignment in writing and has consented thereto in writing. Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City of San Juan Capistrano pursuant to said Code and as listed in the "Notice Inviting Bids." 36 Construction Permits It shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. The Contractor will be required to execute a no fee City Encroachment Permit for construction work under this contract. This Encroachment Permit does not satisfy the requirement for transportation permits for overload or overweight vehicles. The Contractor shall contact the Public Works Division for issuance of these permits, which will be issued no fee. 37 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 San Juan Capistrano Community Redevelopment Agency,Obligee,hereinafter called Agency, in the sum of S , 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 200_, for the construction of for the San Juan Capistrano Community Redevelopment Agency, 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 Agency 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 material men,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 Agency,pay the Agency the difference between the amount specified in said bid and the amount for which the Agency 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 therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by Agency in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. 38 IN WITNESS WHEREOF,the above-bounden parties have executed this instrument under their several seals this day of 200_1 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: APPROVED AS TO FORM: Omar Sandoval, Agency Attorney 39 PERFORMANCE BOND WHEREAS, the Board of Directors of the San Juan Capistrano Community Redevelopment Agency, State of California, and (hereafter designated as "Principal"), have entered into a Agreement dated , 20_ , and made a part hereof; and NOW, THEREFORE, we, the Principal and , as Surety, are held firmly bound unto the San Juan Capistrano Community Redevelopment Agency (hereafter called"Obligee"), in the sum of dollars, lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators,jointly and severally, finely by these presents. NOW, THEREFORE, the condition of this obligation is such that if Principal shall promptly and faithfully perform the improvements identified in the Agreement, then the obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives any rights, if there be any, to require that a demand be made first against the Principal in the event of default. BE IT FURTHER RESOLVED: 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 San Juan Capistrano Community Redevelopment Agency, State of California in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. 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 there under, shall in any way affect its obligations or 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 there under. Executed this day of , 20 at California. 40 a PRINCIPAL (NOTARIZATION AND SEAL) APPROVED AS TO FORM: SURETY Omar Sandoval, City Attorney (NOTARIZATION AND SEAL) Premium Included 41 LABOR AND MATERIALS BOND KNOW ALL MEN BY THESE PRESENTS: that WHEREAS, the San Juan Capistrano Community Redevelopment Agency, 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 San Juan Capistrano Community Redevelopment Agency, 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 shall 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. 42 0 0 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 there under 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 there under. As a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees,incurred by Agency in successfully enforcing such obligation,all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of 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 200. 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: Its: SURETY By: _ APPROVED AS TO FORM: Its: Omar Sandoval, Agency Attorney 43 GENERAL PROJECT SPECIFICATIONS SECTION 1 —SCOPE OF WORK The work to be done consists of furnishing all materials, equipment,tools, labor, and incidentals as required by the Contract PIans, Specifications, and Contract Documents. The general items of work include, but are not limited to, the following: The project includes, but not, limited to: constructing 10 affordable manufactured housing rental units on approximately 1.67 acres in Little Hollywood located at the northern terminus of Paseo Adelanto between Ramos and Mission Street on City owned property. Improvement Plans call for the construction of a new rural asphalt paved road with 10 guest parking spaces. Site drainage is directed towards a bio-swale to treat stormwater runoff before emptying into the nearby channel. The project is proposed to include a shared common area next to an existing cluster of pepper trees. Picnic benches are proposed within this common area. An equestrian trail is proposed on the west side of the project next to the channel with an equestrian bridge that crosses over the proposed bio- swale. A DG pathway is proposed on the easterly side of the project next to existing cactus plants. The project is proposed to include lighting,trash enclosures,landscaping and irrigation systems;and implementation of Best Management Practices(BMP) for storm water pollution prevention during all construction activities; and other general improvements, and recycling of construction and demolition material. Therefore, the project construction will include grading, paving, concrete improvements, utilities construction such as electrical,water, sewer and drainage. SECTION 2—PLANS AND SPECIFICATIONS At a minimum,itemized list shall include the manufacturer's name,catalog number,quantity,type,size, color, weight, finish, function, quality, and installation and fastening methods and instructions. Upon approval of the itemized lists,CONTRACTOR shall furnish six(6)sets of Shop Drawings to the Engineer of all fixtures, materials, and all other appurtenances as indicated or specified. San Juan Capistrano Community Redevelopment Agency will provide structural calculation to the CONTRACTOR. Submittals of the itemized lists, shop drawings, manufacturers' application requirements, product specifications and shall be provided to the Engineer within fifteen(15)working days after the date of the Award of Contract. Except as may otherwise be provided herein, the Engineer will return each submittal to the CONTRACTOR,with his comments noted thereon,within 5 working days following their receipt by the Engineer. It is considered reasonable that the CONTRACTOR shall make complete and acceptable 44 submittals to the Engineer by the second submission of a submittal item. The San Juan Capistrano Community Redevelopment Agency reserves the right to withhold monies due to the CONTRACTOR to cover additional costs of the Engineer's review beyond the second submission. Incorporate cost in a bid item. SECTION 3 - LOCATION OF WORK The general locations and limits of the work are as follows: LITTLE HOLLYWOOD EXPANSION 26581 Ramos Street Vacant land at the northern terminus of Paseo Adelanto between Ramos and Mission Streets approximately 1,000 feet north of Del Obispo, 400 feet south of Mission Street. SECTION 4 - TIME FOR COMPLETION The CONTRACTOR shall complete all work in every detail within two hundred forty(240)working days after the first date of work is established in the Notice to Proceed and shall not perform any field work prior to said date. Within the 240 working days, the CONTRACTOR must complete all work in all stages within the number of working days as outlined herein: The CONTRACTOR'S bid prices shall cover all costs resulting from the required staging, and no additional compensation will be allowed for the described staging and order of work. Cost of staging shall be included in the "mobilization"bid item and no additional compensation shall be provided. If any work is done beyond the allowable working days as described in these General Specifications,the CONTRACTOR will be subject to service fees, and liquidated damages per Section 18, Special Provisions of these Specifications. No long-term lane closures are allowed. The CONTRACTOR is only allowed to establish lane closures per the Contract Documents during allowable working hours as outlined in the General Specifications,"Hours of Work". The CONTRACTOR shall adhere to the requirements as outlined in these specifications. The CONTRACTOR shall work within the allowable working hours described in the General Project Specifications, "Hours of Work", section of this Specification. The CONTRACTOR shall pothole existing utilities in advance of any demolition and utility excavations in accordance with Section 19,Special Provisions"Utilities,"of this Contract Document. Said potholing shall be done as part of the allowable working days, and shall be subject to inspection service fees should the total number of working days be exceeded. 45 SECTION 5 - HOURS OF WORK CONTRACTOR'S work activities shall be confined to the following.hours: Onsite: Onsite work shall be limited to 7:30 a.m.to 5:00 p.m.,Monday through Friday. Absolutely no work is permitted on Saturdays, Sundays, or Holidays. Offsite: Work in the public right-of-way between 8:30 a.m.and 3:30 p.m.only. Traffic Control per CalTrans Traffic Control Manual or the Work Area Protection and Traffic Control Manual. Two-way traffic shall be maintained at all times. Deviation from these hours will not be permitted without the prior consent of the Engineer,except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the CONTRACTOR. The service fees will be calculated at overtime rates including benefits,overhead, and travel time. The service fees will be deducted from any amounts due the CONTRACTOR. Work shall not interfere with trash pickup or street sweeping of any street within the limits of work. CONTRACTOR shall coordinate with the AGENCY'S trash hauler and street sweeper in accordance with the requirements noted in Section 18, Special Provisions of this Contract Document. SECTION 6 -NOTIFICATION CONTRACTOR shall notify the owners of all utilities and substructures not less than ten (10) working days prior to starting construction. All construction correspondence should start with the project manager and in the event that the project manager is not reachable, contact the Public Works Division Director. The following list of names and telephone numbers is intended for the convenience of the CONTRACTOR and is not guaranteed to be complete or correct: CITY OF SAN JUAN CAPISTRANO Attention: Nasser Abbaszadeh, Director (949) 443-6398 Public Works Department Ziad Mazboudi, Senior Civil Engineer (949) 443-4413 Water-Quality/Solid Waste Management Douglas Dumhart—Project Manager (949) 443-6316 Economic Development Manager 46 Jack Galaviz, Manager (949)443-6364 Public Works Department Eric Bowman, Water Engineering Manager (949)487-4312 Utility Department David Contreras, Senior Planner (949) 443-6320 Community Development Department Terri Delcamp, Historic Preservation Manager (949) 443-6330 Community Development Department Andy Ngo, Engineering Technician II (714) 834-4368 Orange County Flood Control District ARCHAEOLOGIST (949) 753-7001 Attention: PCR, Mitchell W. Marken NATIVE AMERICAN MONITOR (949) 493-0959 Attention: David Belardes UNDERGROUND SERVICE ALERT (800) 227-2600 (DigAlert) Call two working days before you dig SAN DIEGO GAS & ELECTRIC (949) 361-8047 Attention: Patti Good THE GAS COMPANY, DISTRIBUTION (800) 427-2200 xl AT&T (714) 666-5711 Attention: Becky Brandon COX COMMUNICATIONS (949) 546-2805 Attention: Steve Weibler VERIZON BUSINESS (formally MCI) (626)666-3526 Attention: Don Beckermann CR&R INCORPORATED (Trash Hauler) (949) 728-0446 Attention: Maria Lazaruk CANNON PACIFIC (Street Sweeper) 47 Other Utilities found in San Juan Capistrano Moulton Niguel Water District (949) 831-2500 Laguna Niguel San Juan Basin Authority (949) 831-2500 SECTION 7 -EMERGENCY INFORMATION The names, addresses, and telephone numbers of the CONTRACTOR and subcontractors, or their representatives,shall be filed with the ENGINEER and the County Sheriffs Department(City of San Juan Capistrano)prior to beginning work. SECTION 8- COMMUNITY NOTICE CONTRACTOR shall provide and distribute to all adjacent property owners around all portions of the project area,printed door hanging type notices measuring 8 1/2 by 11 inches in size with wording describing as shown on the following page,within ten(10)working days prior to commencing any work, or continuing any work after a period of non-work. The Engineer shall determine when re- notification is required. All costs to be borne by CONTRACTOR. If the CONTRACTOR notifies a street/neighborhood of scheduled work, and the work schedule changes for any reason or in any way,the CONTRACTOR is automatically required to re-notify the area and the Engineer per the requirements herein. All costs to be borne by CONTRACTOR. No additional costs to AGENCY. Proof of all notifications shall be provided to the ENGINEER prior to commencement of work. City will provide map and addresses identifying properties to be noticed. Proof shall consist of a signed letter to the ENGINEER from the CONTRACTOR. 48 NOTICE OF CONSTRUCTION WORK WITHIN THE NEXT FEW DAYS,WORK WILL BE STARTED AT THE TERMINUS OF PASEO ADELANTO. WORK WILL CONSIST OF: The WORK is expected to begin about and be completed by about The WORK may cause some inconvenience, but will be of permanent benefit. We will appreciate your cooperation in the following matters: 1. Please comply with all posted parking restrictions. (72-hour notices will be posted). 2. Please be alert when driving or walking in the construction area. 3. Tools, materials, and equipment are attractive to children. For the safety of the children, please keep them away. 4. Please report all inconvenience to the foreman on the job, or call the CONTRACTOR'S office at the number given below. The WORK is being performed for the San Juan Capistrano Community Redevelopment Agency by: (Firm name, address, and phone number) We will endeavor to complete this work as rapidly as possible and with a minimum of inconvenience to you. If you have any questions regarding the upcoming work, please call the Community Redevelopment Agency representative: Laura Stokes at (949) 443-6313 during normal business hours. Emergencies during non-business hours can be reported to the Orange County Sheriff Dispatch at(949) 770-6011. Sincerely, of isor 49 SECTION 9—CONTRACT DRAWINGS The San Juan Capistrano Community Redevelopment Agency shall furnish the CONTRACTOR a maximum of five(5)sets of Contract Drawings and Specifications without charge. Additional sets will be furnished upon request at the cost of the CONTRACTOR. SECTION 10—STANDARD SPECIFICATIONS All construction shall conform to 2006 edition of the Standard Specifications for Public Works Construction(SSPWC)except as specifically amended by these Contract Documents. All work shall be done in accordance with: (1) Standard Specifications for Public Works Construction (SSPWC), 2006 Edition; (2) these Specifications; (3) the Contract Plans for this project; (4) Orange County Resources and Development Management Department(OCRDMD),2006 Edition;(5)2006 Standard Plans for Public Works Construction(SPPWC),also known in these Contract Documents as APWA (6) Work Area Traffic Control Handbook, Latest Edition; (7) Manual of Uniform Traffic Control Devices(MUTCD),Latest Edition and the MUTCD 2003 California Supplement,Latest Edition;and (8) California Electric Code(CEC), 2004 Edition. Where conflicts exist between the above specifications,they shall be resolved in the order of priority listed above, unless otherwise specified herein. The hereinafter listed documents,except such portions that are hereafter deleted,modified or amended by AGENCY,are in the office of the City Engineer of the City of San Juan Capistrano for examination, are hereby adopted as the standard plans and specifications for the construction, improvement and repair of highways,bridges, flood control and recreation facilities: (a) "Standard Specifications for Public Works Construction(SSPWC)," 2006 edition except Section 307,as published by Building News,Inc.,and those supplements or later editions thereto as may be adopted by resolution of the City Council; as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California. Copies of these Standard Specifications are available from the publisher,Building News,Incorporated,1612 South Clementine Street, Anaheim, California 92802,telephone(714) 517-0970. (b)Standard Plans,2006 Edition,Orange County Resources&Development Management Department (OCRDMD). (c) 2006 Standard Plans for Public Works Construction (SPPWC), also known in these Contract documents as APWA. (d) "Work Area Protection and Traffic Control Manual," dated April 2006 covering traffic control measures and those supplements or later editions thereto as may be adopted by resolution of the City Council, This Manual is applicable if the designed traffic control does not apply to a specific situation,and can only be used if approved by the Engineer prior to said use. 50 0 0 (e) Signing and Striping shall conform to the Manual on Uniform Traffic Control Devices(MUTCD) Latest Edition, and the California Supplement,May 20, 2003. (f) "California Electric Code", 2007 Edition. (g) Uniform Building Code (Retaining Walls may force use of UBC) The SSPWC set forth above will control the general provisions, construction materials, and construction methods for this contract, except as amended by the Plans, Special Provisions, or other contract documents. The following Special Provisions are supplementary and in addition to the general provisions of the Standard Specifications unless otherwise noted and the section numbers of these Specifications coincide with those of the said Standard Specifications. Only those sections requiring elaboration, amendments, specifying of options or additions are called out. SECTION 11 —EXCAVATION NOTICE In the event CONTRACTOR is required to dig any trench or excavation that extends deeper than 4 feet below the surface in order to perform the work authorized under this contract,CONTRACTOR agrees to promptly notify AGENCY in writing and before further disturbing the site if any of the conditions set forth below are discovered: 1. Material that the CONTRACTOR believes may be material that is hazardous waste,as defined in Section 25117 of the Health and Safety Code that is required to be removed to a Class I,Class II,or Class III disposal site in accordance with the provisions of existing law. 2. Subsurface or latent physical conditions at the site differing from those indicated. 3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the work of the character provided for in this contract a. AGENCY agrees to promptly investigate the conditions, and if AGENCY finds that the conditions do materially differ,or do involve hazardous waste,and cause a decrease or increase in CONTRACTOR'S cost of, or the time required for, performance of any part of the work, shall issue a change order under the procedures described in this contract. b. That,in the event a dispute arises between AGENCY and CONTRACTOR as to whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in CONTRACTOR'S cost of, or time required for, performance of any part of the work, CONTRACTOR shall not be excused from any scheduled completion date provided for in this Contract,but shall proceed with all work to be performed under the contract. CONTRACTOR shall retain any and all rights provided either by this contract or by law,which pertain to the resolution of disputes and protests between contracting parties. 51 SECTION 12—RECORD AND AS-BUILT DRAWINGS CONTRACTOR shall provide,and keep up-to-date,a complete As-Built record set of Construction Documents which shall be corrected daily and show the following: 1. Any deviations from the Contract Plans and Specifications. 2. All final locations of all improvements shown on the Contract Plans determined in the field. 3. Exact as-built locations, sizes and kinds of equipment and appurtenances. Prints of the Contract Documents may be obtained from the Engineer for this purpose as described in, "Contract Drawings", in the General Project Specifications Section of this Contract Document. This set of drawings shall be kept on the site and shall be used as a record set. All final locations determined in the field,and any deviations from the Contract Documents,shall be marked in red on this record set to show the as-built conditions. Upon completion of all work, the CONTRACTOR shall return the record set to the Engineer. The As-Built record set shall also serve as work progress sheets and shall be the basis for measurement and payment for work completed. The As-Built record set shall be available at all times for inspection. Upon completion of all work,the CONTRACTOR shall return the complete As-Built record set to the Engineer. As-Built record shall conform to the City's Public Works Policy for "Digital Submission Guidelines" (See Appendix `E'). Final payment will not be made until this requirement is met. Delivery of the As-Built record set will not relieve the CONTRACTOR of the responsibility of furnishing information that may be omitted from the prints. SECTION 13—TEST OF MATERIALS Except as elsewhere specified, the CONTRACTOR will bear the cost of testing material and/or workmanship which meet or exceed the requirements indicated in these Contract Documents. The cost of all other tests, including the re-testing of material or workmanship that fails to pass the first test, shall be borne by the CONTRACTOR. SECTION 14—CERTIFICATION A Certificate of Compliance shall be furnished prior to the use of any materials for which these Contract Document require that such a certificate be furnished. In addition,when so authorized in these Contract Documents,the Engineer may permit the use of certain materials or assemblies prior 52 to sampling and testing if accompanied by a Certificate of Compliance. The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all respects with the requirements of the Contract Documents. A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the certificate. All materials used on the basis of a Certificate of Compliance may be sampled and tested at anytime. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the CONTRACTOR of responsibility for incorporating material in the work which conforms to the requirements of the Contract Documents,and any such material not conforming to such requirements will be subject to rejection whether in place or not. Such materials shall include: Decorative Brick and Stone Paving. Decomposed Granite Paving w/ Stabilizer. The AGENCY reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance, or any other reason at the discretion of the AGENCY. The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer. SECTION 15—PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS The CONTRACTOR shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The CONTRACTOR shall document pre-construction conditions of existing public and private improvements within the area of work, and provide a copy to the Engineer prior to the commencement of Work. CONTRACTOR shall provide and install suitable safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the CONTRACTOR'S operation,then they shall be replaced or restored at the CONTRACTOR'S expense to the original condition, if not better, particularly if any such objects are a part of the work being performed as shown on the Contract Documents. Repairs to damaged City facilities shall be made functional immediately. Complete and final repairs must be completed within 5 calendar days. The CONTRACTOR shall relocate,repair,replace,or reestablish all existing improvements within the project limits and any other adjacent area which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, landscaping, etc.) which are damaged or removed as a result of his operations or as required by the Contract Documents, at the CONTRACTOR'S expense, subject to the approval of the Engineer. This includes any damage caused as a result of tracking of asphalt on AGENCY or any other agency owned street. Relocations,repairs,replacements, or reestablishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified by the Engineer. 53 CONTRACTOR shall take all precautionary measures to protect in place all existing trees and landscaping designated to the Protected in Place. No tree roots over one(1)inch in diameter shall be cut without the written permission of the Engineer. Trenching adjacent to existing trees shall be performed in compliance with Section 8, Special Provisions of this Specification. Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectivity reduced by the CONTRACTOR'S operations, such striping or markings shall also be considered as existing improvements and the CONTRACTOR shall repaint or replace such improvements. It shall be the responsibility of the CONTRACTOR to protect all work areas from water intrusion, which could damage excavated areas and sub-base/sub-grade. Any damage resulting from water intrusion shall be repaired at the CONTRACTOR'S expense. THE CONTRACTOR SHALL NOT TRACK TACK MATERIALS OR ASPHALT ONTO ANY STREET, SIDEWALK, DRIVEWAY, OR OTHER IMPROVEMENT AT ANY TIME. IF THE CONTRACTOR DOES NOT CONTROL TRACKING OF MATERIALS,THE CONTRACTOR MAY BE SUBJECTED TO STOP NOTICES. FURTHER,THE CONTRACTOR IS REQUIRED FOR REMOVAL OF ALL TACK OR ASPHALT FROM EXISTING IMPROVEMENTS TO THE SATISFACTION OF THE AGENCY AT THE CONTRACTOR'S EXPENSE. In order to protect existing pavement and/or reduce AC tracking, at the Engineers discretion, the CONTRACTOR'S haul trucks for AC items and PCC removal may be restricted to I0-wheel dump trucks (no transfer trucks or Semi-trucks will be allowed). If this restriction is imposed, no additional compensation will be allowed All costs to the CONTRACTOR for protecting,removing,restoring,relocating,repairing,replacing, or reestablishing existing improvements shall be included in the various bid items included in the Bid Schedule, and no additional compensation will be allowed. SECTION 16—PUBLIC CONVENIENCE AND SAFETY The CONTRACTOR shall notify the occupants of all affected properties at least 48-hours prior to any temporary obstruction of access. Vehicular and pedestrian access to individual properties shall be maintained, except as required for construction for a reasonable period of time. At a minimum, the CONTRACTOR shall notify the adjacent property owners or as otherwise determined by the Engineer. The pedestrian walkway/sidewalk along Paseo Adelanto, and any other adjacent walkways, shall remain open to the public for the duration of the work. If an existing pedestrian walkway is closed by the CONTRACTOR,an alternate Americans with Disabilities Act(ADA)path of travel shall be provided. The clearance from the pedestrian walkway to any traffic lane shall be 7 feet. All temporary pedestrian walkways shall be in accordance with the Traffic Control Plan and as directed by the Engineer. Prior to any closure, approval shall be obtained from the Engineer. Full 54 0 compensation for the construction and maintenance of temporary walkways shall be included in the cost of TRAFFIC CONTROL, and no additional compensation will be allowed. The CONTRACTOR is responsible to provide a vacuum/brush type street sweeper continuously during all construction operations where dirt or debris ends up in any public street. This includes any dirt and debris that is tracked from the project site onto adjacent roadways. Hand sweeping will not be an acceptable alternative to a sweeper. The CONTRACTOR shall not perform any work activity that prevents or restricts trash pick up. Coordination with the AGENCY's trash hauler shall be the CONTRACTOR'S responsibility,and no additional compensation will be allowed. If impacts are expected,the CONTRACTOR must notify the AGENCY and the AGENCY trash hauler with a minimum of 48 hours advance notice. The AGENCY's trash hauler contact information is as follows: CR& R INCORPORATED (Trash Hauler) (949) 728-0446 Attention: Maria Lazaruk SECTION 17—STORAGE OF EQUIPMENT AND MATERIALS IN PUBLIC STREETS Construction equipment and materials shall not be stored in any street,road,highway or public right- of-way, unless otherwise approved by the respective agency(s) and the Engineer. All materials and equipment shall be stored elsewhere by the CONTRACTOR in a AGENCY approved Staging Area as described herein. The AGENCY shall designate a Staging Area and provide an exhibit to the CONTRACTOR that describes the size and location. Said Staging Area shall be secured with a 6 foot fence with green mesh. The CONTRACTOR will obtain permission from the AGENCY prior to accessing any Staging Area. Proof of grant of access on the property shall be provided to the Engineer prior to commencement of work. In addition,the Engineer must approve the equipment/office layout of the Staging Area prior to implementation. The CONTRACTOR shall implement all necessary BMP'S within the staging area,per Section 13, Special Provisions and no additional compensation will be allowed. All materials and equipment not installed or used in construction within the daily work period shall be stored in the allowable Staging Area. Construction equipment shall not be stored at the work site before its actual use on the work. The Staging Area shall be maintained in a neat and orderly manner at all times. Due to limited amount of parking in the Project Site area, the CONTRACTOR shall arrange for staff parking outside of the limits of work. At the completion of the project, CONTRACTOR shall restore the Staging Area to the original condition, if not better, unless otherwise specifically directed by the Engineer. 55 Excavated material, except that which is to be used as backfill in the adjacent trench shall be removed within 48 hours unless specificafly authorized by the ENGINEER and shall not be stored in public streets, roads, highways or public right-of-way. After placing backfill, all excess material shall be removed immediately from the site. Measurement and Payment The cost of all work associated with the procurement, maintenance, and restoration of the Staging Area for the project shall be borne by the CONTRACTOR, and shall be included with the cost of MOBILIZATION/DEMOBILIZATION. No additional compensation will be considered. SECTION 18—STREET CLOSURES, DETOURS, BARRICADES Street closures will not be allowed,except as specifically permitted by the Engineer. Lane closures will not be allowed during non-working hours. All traffic lanes must be reopened by the end of working hours each day. The CONTRACTOR must accommodate access to all commercial businesses and residential units within the Los Rios District. The CONTRACTOR must provide access at all times to all residences. Where needed, traffic control warning signs, and other traffic control devices shall conform to the Contract Plans and the requirements set forth in these Contract Documents. The CONTRACTOR shall furnish and install all traffic control devices(including but not limited to all applicable barriers,guards,signs,and all other applicable signage and devices advising the public of detours and construction hazards), and flag persons and watchpersons, as required by the appropriate standards or where directed by the Engineer. Electronic reader/arrow signs shall not be permitted on Los Rios Street. CONTRACTOR shall coordinate with the Engineer on the installation location of all signage. SECTION 19—EXAMINATION OF CONTRACT DOCUMENTS The bidder shall examine carefully the entire site of the work, including but not restricted to the conditions and encumbrances related thereto,the Contract Plans and Specifications,and the proposal and contract forms therefore. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of the work to be performed, the quantities of material to be furnished and as to the requirements of the proposal, Contract Plans, Specifications, and the Contract. END OF GENERAL PROJECT SPECIFICATIONS 56 CONTRACT This contract is made and entered into by and between the SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY, hereinafter referred to as "AGENCY" 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 AGENCY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2006 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the AGENCY 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 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. AGENCY 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 57 agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by AGENCY,should CONTRACTOR fail to complete the work in the specified time;therefore, CONTRACTOR shall pay AGENCY,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 AGENCY. 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 AGENCY such sum as the Court may judge as reasonable for the legal services of any attorney representing the AGENCY 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 AGENCY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by AGENCY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California,conies of the prevailing rate of per diem wages,as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto,San Juan Capistrano,California,and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he,or any SUB-CONTRACTOR under him,shall pay not less 58 than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the AGENCY 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: $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/not limited to contractual period; $2,000,000 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 AGENCY 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 the AGENCY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the AGENCY, 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. AGENCY 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 for herein and shall be 59 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 AGENCY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight(8)hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF,this contract is executed by the duly authorized agent(s)of AGENCY, pursuant to Board of Directors action, and by CONTRACTOR on the date set before the name of each. San Juan Capistrano Community Redevelopment Agency DATED: BY: MARK NIELSEN, CHAIRMAN BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Margaret R Monahan, City Clerk APPROVED AS TO FORM: Omar Sandoval, City Attorney 60 SPECIAL PROVISIONS SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT SECTION 1 -STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction "Green Book" 2006 Edition or as last revised, 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. Any modifications to provisions of the Standard Specifications shall be indicated within these special provisions. SECTION 2 —TERMINATION OF CONTRACT Section 6-5 of the Standard Specifications is hereby modified to include the following: If at any time, in the opinion of the Director of Public Works, 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 Public Works, within the time specified in such notice, the San Juan Capistrano Community Redevelopment Agency,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 San Juan Capistrano Community Redevelopment Agency may designate. Upon such termination, the Contractor's control shall terminate and thereupon the Members of the Board of Directors, 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 San Juan Capistrano Community Redevelopment Agency may deem proper; or the Members of the Board of Directors may annul and cancel the contract and re-let the 61 work or any part thereof. Any excess of cost arising there from over and above the contract price will be charged against the Contractor and his sureties, who will be liable therefore. In the event of such termination, all money due the Contractor retained under the terms of this contract shall be forfeited to the San Juan Capistrano Community Redevelopment Agency;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 ofmonies 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 San Juan Capistrano Community Redevelopment Agency as provided above, and the Contractor will be credited with any surplus remaining after all just claims for such completion have been paid." SECTION 3—LAWS TO BE OBSERVED Section 7-13 of the Standard Specifications is hereby modified to include the following: "All contractor sand 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 waste hauler for their solid waste handling needs. SECTION 4—FACILITIES FOR CITY PERSONNEL Section 8 of the Standard Specifications is hereby deleted. SECTION 5— SURVEY SERVICES Section 2-9.3 of the Standard Specifications is hereby deleted and replaced with the following: The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for lien 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 of fill to finished grade(or flow line) indicated on a grade sheet. SECTION 6 - 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: 62 AGENCY shall mean San Juan Capistrano Community Redevelopment Agency whenever appropriate. BOARD shall mean the Board of Directors of the San Juan Capistrano Community Redevelopment Agency. CITY shall mean the City of San Juan Capistrano, acting as the sole authorized agent for the San Juan Capistrano Community Redevelopment Agency. ENGINEER shall mean Director of Public Works or other person(s) designated by same. CONTRACTOR shall mean CONTRACTOR as defines herein or his authorized representative. PROJECT MANGER shall mean Economic/Redevelopment Manager or his designee. SECTION 7- 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 8 -WATER Water will be available from the City of San Juan Capistrano. The AGENCY shall supply temporary construction water services to the project site at no additional cost to the CONTRACTOR. All water facility construction will conform to the"Standard Specifications,"City of San Juan Capistrano,and "The Uniform Plumbing Code," 2001 Edition. Contractor shall not modify in any manner the temporary construction water services unless authorized in writing by the Engineer. Use of water shall be limited to construction related activities exclusively. CONTRACTOR is highly encouraged to conserve water. If City identifies abuse of water, CONTRACTOR will be notified to rectify the situation. If follow-up abuse of water is identified,then City will start charging CONTRACTOR for water used at regular City rate. SECTION 9 -INSURANCE AND OVERHEAD COSTS The Contractor shall receive no direct compensation for insurance, overhead and other incidental cost for various items as shown in these Special Provisions such as move in cost,etc. Accordingly, these costs should be prorated to the appropriate bid items. 63 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 10 - 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 11 -PROTECTION OF PRIVATE PROPERTY The CONTRACTOR and all sub-consultants must remain within the construction zone to the best of his/their ability. The Contractor must protect all existing private property,including but not limited to structures, trees and landscaping. Prior to entering any private property, CONTRACTOR shall contact PROJECT MANAGER and secure written approval. SECTION 12 - PROTECTION OF EXISTING TREES All trees that are designated as protected in place shall be protected during construction and at all times. Such trees shall be fenced along the perimeter of the trees drip line with a construction fence and shall be kept free from construction related materials and debris. There shall be NO PARKING or STAGING of any vehicles or construction materials under the drip lines of said trees. The perimeter of the construction fence shall include three(3)rows of sandbags to protect the drip lines of said trees. All construction fences shall include a sign (12" x 12"), along the perimeter that contains the wording: "TREE PROTECTION ZONE - NO PARKING OR STAGING OF ANY VEHICLES OR CONSTRUCTION MATERIALS UNDER THE DRIP LINES OF THESE TREES". Contractor shall construct and install said signs at no additional cost to the City. CONTRACTOR shall take all precautionary measures to protect in place all trees and landscaping 64 designated to be Protected in Place. Whenever roots of existing trees are encountered during the trenching operations, the CONTRACTOR shall re-route the main line trenches, unless otherwise approved by the Engineer. Where it is necessary to excavate adjacent to existing trees, the CONTRACTOR shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two(2)inch and larger roots occur shall be done by hand. All roots two (2)inches and larger in diameter,except directly in the path of pipe or conduit,shall be tunneled under and shall be heavily wrapped with burlap,to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two(2)inches in diameter the wall of the trench adjacent to the tree shall be hand trimmed,making clean cuts through. Trenches adjacent to trees should be closed within twenty-four(24)hours;and where this is not possible,the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. SECTION 13—PROTECTION OF LOS RIOS STREET Los Rios Street shall be protected in-place and shall be kept free and clear from construction vehicles and materials at all times. All construction related deliveries to the project site shall be routed via Paseo Adelanto, or as approved by the Engineer. SECTION 14 - 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 15 - PRE-CONSTRUCTION COORDINATION MEETING Prior to the commencement of construction, arrangements will be made for a meeting between the Contractor, Engineer, Inspector, Archaeologist, Native American Monitor, utility representatives, involved agency,city staff,and project consultants. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract,review scheduling,discuss construction 65 methods and clarify inspection procedures. SECTION 16—CONSTRUCTION SCHEDULE The Contractor will be required to submit a complete schedule showing the number of working days required to complete each phase of the project. This schedule shall be approved by the ENGINEER prior to the notice to proceed. SECTION 17 -NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PROJECT SITE MAINTENANCE Water Pollution Control. No person shall commence or continue any construction project in the AGENCY that causes the disturbance of existing ground by clearing, grading, saw cutting, or excavating without obtaining a permit from the AGENCY. The CONTRACTOR shall be informed regarding, and shall adhere to,the requirements of the State Water Resources Control Board and the San Diego Regional Water Quality Control Board(RWQCB). All work shall be performed in accordance with: 1. The National Pollutant Discharge Elimination System(NPDES)General Permit for Storm Water Discharges Associated with Construction Activity(General Permit), Water Quality Order 99-08- D W Q,NPDES No. CAS000002 and subsequent modifications,which can be found on the internet at: http://www.waterboards.ca.gov/stormwtr/construction.html 2. The Waste Discharge Requirements for Discharges of Urban Runoff from the Municipal Separate Storm Sewer Systems (MS4s) Water Quality Order No. R9-2002-0001, NPDES NO. CAS0108740; and any subsequent modifications thereof; and 3. As described herein in these Contract Documents. The CONTRACTOR shall prepare a Storm Water Pollution Prevention Plan (SWPPP) and shall implement and maintain all appropriate measures to prevent polluted discharges, including erosion control sediment, from entering storm water conveyance facilities. It is the responsibility of the CONTRACTOR to maintain the site in compliance with the Stormwater regulations. Any fines resulting from non-compliance of the Stormwater regulations imposed on the AGENCY shall be deducted from the CONTRACTOR's retention. Prior to mobilization,the CONTRACTOR'S shall provide the AGENCY with 2 copies of the SWPPP for review. The AGENCY shall file a Notice of Intent (NOI) and obtain a Waste Discharge Identification (WDID)prior to the award of Contract. 66 The following requirements shall apply to all projects undergoing construction in the CITY. The requirements set forth below shall apply at the time of demolition of an existing structure or construction. 1. The CONTRACTOR shall implement of an effective combination of erosion and sediment controls, waste and materials management controls, and other BMPs, as required to minimize transport of pollutants from the site to streets,drainage facilities or adjoining property by wind or runoff,to the maximum extent practicable. If the Engineer determines that the CONTRACTOR'S measures are not adequate, the CONTRACTOR shall provide whatever additional measures are required to achieve compliance. 2. The CONTRACTOR shall designate a qualified person who is trained and competent in the use of Best Management Practices (BMP's) and who shall be on the site daily, although not necessarily full time,to evaluate the conditions of the site with respect to storm water pollution prevention. This person shall ensure the implementation of the conditions of the City of San Juan Capistrano,the SWPPP(as applicable),the Contract Documents,the City's Local water quality ordinance (www.sanjuancapistrano.org), and other State and local regulations and ordinances with respect to control of erosion, sediment and other forms of water pollution, as well as other waste management regulations. Further,this person shall be responsible for monitoring weather and implementation of any emergency plans as needed. The weather shall be monitored on a five-day forecast plan and a full BMP protection plan shall be activated when a 40%chance of rain is forecasted. This person shall also be responsible for overseeing any site grading operations and evaluating the effectiveness of the BMP's. This person shall modify the BMP's as necessary to keep the site in compliance. This person or other designated site management staff shall be responsible to inspect the BMP's routinely and ensure maintenance measures are implemented. 3. The CONTRACTOR shall educate all employees, subcontractors, and suppliers about storm water BMPs and water pollution controls required during various construction activities to prevent the impact of construction discharges. The CONTRACTOR shall ensure that all personnel are trained in basic urban runoff management. A list of attendees and copies of the educational materials shall be kept on file at the site and submitted to the Engineer at the conclusion of each training session, upon request. 4. The CONTRACTOR shall protect with BMPs,such as gravel bags and filter fabric or other BMP approved by the CITY, all new and existing storm water conveyance system structures and other facilities from sedimentation or other related construction debris and discharges,or by any other equal product that is approved by the Engineer. 5. No washing of construction or other industrial vehicles shall be allowed adjacent to a construction site. No water from washing vehicles on a construction site is allowed to run off into the CITY'S storm drain system, including the streets and gutters. 6. The CONTRACTOR shall prevent any discharge of concrete rinse water,saw cutting and cold 67 milling materials,and other pollutant into a stormwater conveyance facility with physical barriers. Polluted discharges are prohibited from entering the storm drain system,including the streets and gutters. 7. Any sediments or other materials,which are not retained on the site shall be removed the same day prior to leaving the site. Where determined necessary by the Engineer or his or her designated representative, a temporary sediment barrier shall be installed. 8. On an emergency basis only,plastic covering may be utilized to prevent erosion of an otherwise unprotected area, along with runoff devices to intercept and effectively convey the runoff to the storm drain system after elimination of contaminants. These measures cannot he used for a duration longer than 48 hours unless specifically approved by the CITY. 9. Drainage controls shall be utilized at all project locations. Nuisance flow resulting from landscaping and irrigation runoff shall be retained on-site the extent of proposed construction activities. 10. CONTRACTOR shall refer to and be familiar with the most recent edition of the Construction BMP Handbook,produced and published by the California Stormwater Quality Association at www.caBMPhandbooks.com. This document can be used for specific guidance on selecting best management practices for reducing pollutants in storm water discharges from construction activities. 11. Littering. No person shall throw, deposit,place, leave,maintain, keep or permit to be thrown, deposited,placed,left or maintained or kept,any refuse,rubbish,garbage,broken concrete,or any other discarded or abandoned, articles or accumulations, in or upon any street, alley, sidewalk, storm drain,inlet,catch basin conduit or drainage structure,business place,or upon any public or private plot of land in the CITY, so that the same might be or become a pollutant, except in containers,recycling bags,or other lawfully established waste disposal facilities. 12. At least 24 hours in advance of any storm event where the probability of rain is 40 percent or greater, all BMP'S that are installed in the curb and gutter, in front of or on a storm drain catch basin,or around storm drain drop inlets are to be removed to prevent blocking of any storm drain or impede drainage. This does not relieve the CONTRACTOR'S obligation to prevent silt,sediment, or any other pollutant from entering the storm drain system as a result of work activities. 13. During the dry season (May 1 through September 30 each year), the CONTRACTOR shall inspect at least weekly all pollutant control measures installed to mitigate construction activities during the dry season. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected, including detailed inspection reports. 14. During the rainy season(October 1st through April 30th each year), the CONTRACTOR shall inspect at least daily all pollutant control measures,and inspect before and after every rain event 68 and every 24 hours during any prolonged rain event. The CONTRACTOR shall implement special maintenance measures as required to meet all requirements at CONTRACTOR'S expense. At the conclusion of any rain event,the CONTRACTOR shall immediately repair all pollutant control measures. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request, documentation that these pollutant control measures were inspected, including detailed inspection reports, and a list of BMP'S that were found to be inadequate and what modifications were made and SWPPP certification, as appropriate. 15. The CONTRACTOR shall perform routine maintenance of all pollution control measures continuously for the duration of the project. The CONTRACTOR shall implement special maintenance measures before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR shall maintain and repair all pollutant control measures as soon as possible after the conclusion of each rain event as worker safety allows. For the duration of the project,the CONTRACTOR shall submit,with each progress payment request,documentation that these pollutant control measures were maintained,including detailed inspection reports,work orders on daily routine work and special maintenance work that was performed, and a list of BMP'S that were found to be inadequate and what modifications were made and SWPPP certification, as appropriate. The CONTRACTOR shall monitor the project site for unmitigated non-stormwater discharge 24 hours and day, 7 days a week, throughout the duration of the project construction. If an unmitigated non- stormwater discharge leaves the project site at any time,the CONTRACTOR shall immediately stop all the activity causing the discharge and mitigate the discharge. The CONTRACTOR shall also immediately notify the Engineer of the discharge. As soon as practical, any and all waste material, sediment, debris or other pollution from any discharge shall be removed from the drainage system by the CONTRACTOR. The CONTRACTOR shall adhere to reporting requirements as identified in the General Permit for Construction Water Quality Order 99-08-DWQ,NPDES No. CAS000002. Whenever an authorized inspector has reasonable cause to believe that there exists on the construction site any condition, which constitutes an impact to human or environmental health (as defined in the CITY'S stormwater program), or if CONTRACTOR is notified of required corrections and does not correct in the amount of time provided and/or violation of the provisions of the requirements herein,the permit will cause to be in effect, and all construction works on the site shall be terminated at the CONTRACTOR'S expense. The CONTRACTOR shall conform to all Stormwater control BMP'S designated by the Engineer,in accordance with the recommendations and specifications set forth in the Stormwater NPDES, and as outlined herein in this Contract Document. Measurement and Payment Full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for preparation, updating and implementing the project SWPPP, for doing all work involved in stormwater and erosion control practices; achieving and maintaining compliance with all applicable regulations,including the General Construction Permit,as applicable;and for doing all work involved in the implementation of an effective combination of erosion and sediment controls, waste and materials management controls,and other BMPs,as required to prevent transport of pollutants from the site to streets, drainage facilities or adjoining property by wind or runoff, to the maximum extent 69 practicable shall be included in the lump sum price as set forth in the Schedule of Work Items for STORMWATER POLLUTION CONTROL/ BMPS (Bid Item No. 34). No additional compensation will be allowed. SECTION 18 -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. Project finalization, Notice of Completion and/or release of retention shall be contingent upon obtaining documentation from the contractor's project surveyor or engineer that monuments have been set or restored and Corner Records filed with, and to, the satisfaction of the County Surveyor. All costs necessary to comply with this legislation shall be allocated to the appropriate bid item. The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for line and grade stakes. Unless Otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers, sewers,storm drains, structures and rough grade and a corresponding cut or fill to finished grade(or flowline) indicated on a grade sheet. SECTION 19 - 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 70 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. SECTION 20—CONSTRUCTION SIGNS CONTRACTOR shall construct and install two(2)construction signs that measures 4 feet by 8 feet with a maximum of 32 square feet. Said signs shall be located at Los Rios Street and at Paseo Adelanto, location to be determined by the Engineer. Sign wording to be provided to CONTRACTOR by the Engineer. Contractor shall construct and install said signs at no additional cost to the City. This cost shall be included in mobilization bid item. SECTION 21—CONSTRUCTION NOISE LEVELS A noise level limit of 65 dB(A) shall apply to all construction equipment on or related to the job whether owned by the CONTRACTOR or not. The use of excessively loud warning signals shall be avoided, except in those cases required for the protection of personnel. END OF SPECIAL PROVISIONS SPECIFICATIONS 71 DETAIL SPECIFICATIONS AND METHOD OF PAYMENT SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY THE LITTLE HOLLYWOOD AFFORDABLE HOUSING PROJECT PHASE II— 10 UNITS LOS RIOS HISTORIC DISTRICT MOBILIZATION, ROUGH GRADING, BMP BID ITEM C-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 therefore. BID ITEM C-2 - ESTABLISH CENTERLINE TIES AND MONUMENTS The work for this item shall consist of the establishment of center control ties and monuments by a Registered Civil Engineer or licensed surveyor. 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 therefore. BID ITEM C-3 —MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The maximum price of this item shall not exceed 5 percent of the total contract price at the time of award. PAYMENT Pavement for mobilization shall be at the contract lump sum bid price and shall be payable as follows for each payment upon approval of the Engineer: DS-1 • i Payment of 50 percent(less retention)of the contract lump sum bid price for mobilization at the first progress payment; Payment of 75 percent(less retention)of the contract lump sum bid price for mobilization when the monthly partial payment estimate of the base bid earned to date,not including the amount earned for mobilization, is 30 percent or more of the contract base bid amount; and Payment to 100 percent(less retention)of the contract lump sum bid price for mobilization when the monthly partial payment estimate of the base bid earned to date,not including the amount earned for mobilization, is 50 percent or more of the contract base bid amount. BID ITEM C-4—CLEAR AND GRUB This work shall consist of tree, shrub,turf,AC pavement,concrete sidewalk,and concrete curb and gutter removals; protection of existing facilities that are to remain in place; and sawcutting. This section shall conform to Section 300-1 of the Standard Specifications and these special provisions. Area to be cleared shall be grubbed to a depth necessary to removal all stumps, roots, and other objectionable material. The Contractor's attention is directed to existing landscaped areas within the right-of-way and need to conform to the requirements of Subsection 300-1.2, "Preservation of Property". 1. Protection of existing improvements which are to remain shall conform to Section 7-9 of the Standard Specifications. 2. Protection of utilities, trees, fences, walls and other facilities within the construction zone, except those specifically directed by the Engineer to be removed or relocated. 3. Cold planning and sawcutting of existing pavement per Subsection 30-1.3.2. PAYMENT Payment for clearing and grubbing shall be at the contract lump sum price and shall be considered full compensation for removal and disposal of all resulting materials, and for furnishing all labor, materials and incidentals for accomplishing the work as specified herein and no additional compensation will be allowed therefore. BID ITEM C-5 —REMOVE EXISTING HEADWALL AND TRASH RACK The work for this item shall consist of the removal of the existing head wall and trash rack at the existing drainage structure. DS-2 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 therefore. BID ITEM C-6—CONSTRUCT DESILTING BASIN The work for this item shall include the rough grading of a destiling basin and the installation of a CMP riser connected to the existing storm drain. 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 therefore. BID ITEM C-7—CONSTRUCT CONCRETE COLLAR Concrete Collar shall be constructed to join the desilting basin riser to the existing storm CMP storm drain per A.P.W.A. standard plan 380-3. 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 therefore. BID ITEM C-8—PROVIDE ON-SITE BMPs AND EROSION CONTROL FOR THE DURATION OF THE CONSTRUCTION Provide On-Site BMPs and Erosion Control for the duration of the construction(Rough Grade&Precise Grade)per the Erosion Control Plans. 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 therefore. DS-3 0 0 SEWER IMPROVEMENTS BID ITEM S-1—FURNISH AND INSTALL 15"PVC SDR-35 SEWER LINE WITH PIPE BEDDING Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804. PAYMENT The unit price bid per linear foot for sewer line and pipe bedding shall include all labor,materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-2 —FURNISH AND INSTALL 8" PVC SDR-35 SEWER LINE WITH PIPE BEDDING Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804. PAYMENT The unit price bid per linear foot for sewer line and pipe bedding shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-3 —FURNISH AND INSTALL 6" PVC SDR-35 SEWER LINE WITH PIPE BEDDING Sewer line and pipe bedding shall be constructed in accordance with City Standard Plan No. 804. PAYMENT The unit price bid per linear foot for sewer line and pipe bedding shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-4—FURNISH AND INSTALL 4"PVC SDR-35 SEWER LATERAL Sewer Lateral,house lateral shall be constructed in accordance with City Standard Plan No. 803 and sewer lateral detail on the plans. PAYMENT The unit price bid per linear foot for sewer lateral shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-5 —CONSTRUCT 48" SEWER MANHOLE DS-4 48" Sewer Manhole shall be constructed in accordance with City Standard Plan no. 801. PAYMENT The unit price bid per each for 48" sewer manhole shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-6—CONSTRUCT SEWER CLEAN-OUT Sewer clean-out shall be constructed in accordance with City Standard Plan No. 808. PAYMENT The unit price bid per each for sewer clean-out shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-7—BREAK INTO EXISTING SEWER MANHOLE AND CONNNECT PVC SEWER PIPE Break into existing sewer manhole and connect 15",8"or 6"PVC sewer pipe per LACDPW standard plan No. 2010-0 and City Special Provisions I-05. Modify manhole bottom as required to conform to City Standard Plan No. 802. PAYMENT The unit price bid per each connection shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-8—FURNISH AND INSTALL 4"x6" PVC REDUCER Install 4"x6" PVC reducer on the sewer lines as shown on the plans. PAYMENT The unit price bid per each reducer shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-9- ABANDON EXISTING SEWER LINE Abandon existing sewer line per city specifications and/or as directed by the City Inspector. DS-5 i • PAYMENT The unit price bid per linear foot for abandonment of existing sewer line shall include all labor,materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM S-10—ABANDON EXISTING SEWER MANHOLE Abandon existing sewer manhole per city specifications and/or as directed by the City Inspector. PAYMENT The unit price bid per each abandonment of existing sewer manhole shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM S-1 I —ADJUST EXISTING SEWER MANHOLE TO GRADE Adjust existing sewer manhole to grade,new rim elevation per plan. PAYMENT The unit price bid per each for adjust existing sewer manhole to grade shall include all labor, materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM S-12— SEWER BY-PASS PUMPING The 2003 sewer hydraulic model's estimated dry weather peak flow within the existing 18 inch trunk sewer line is approximately 3.0 MGD with 1.75 MGD average flow over a 24-hour period. Since current conditions are not known,the primary sewer by-pass system shall be designed to handle at least 120%of the dry peak flow of approximately 3.6 MGD within the existing 18 inch trunk sewer. A"backup"by-pass redundant pumping system, with a full time backup generator, shall also be able to handle 120% of the peak flow. Both systems shall be manifold together for immediate switch over for emergency or testing. Both systems shall be continuously manned 24 hours a day by a trained operator approved by the Engineer. A by-pass plan shall minimally include the following elements and stipulations: Location and configuration of pumping equipment for each by-pass as applicable. Approximate pipe alignment for each by-pass. Technical shop drawings for by-pass pump(s) indicating peak by-pass capacity. Technical shop drawings for the by-pass piping system. Spill response and notification procedures including emergency phone numbers. The approved by-pass plan shall remain on-site during all portions of the work. Specific notification requirements and procedures shall be finalized at the Pre-Construction Meeting. DS-6 If significant abnormal rainfall occurs or is predicted during the Contract period,the Engineer may require the Contractor to stop work and/or provide additional standby pumping capacity. Reasonable time extensions will be granted and extra work will be paid for in accordance with the Standard Specifications. The Contractor is solely responsible for any release of raw sewage due to failure of any component of the by-pass pumping system. The Contractor is also responsible to make sure that no sewer service to any adjacent business is disrupted. In the event that sewer service is disrupted to an adjacent business due to construction of the trunk sewer replacement, house by-pass pumping will be necessary. This can be performed by pumping sewage through individual house sewer cleanout. In case a sewer cleanout is not found,Contractor shall construct an accessible sewer cleanout along the existing sewer lateral,per City of San Capistrano Standard Plan 808. Any affected sewer lateral shall be reconnected as appropriate in accordance with the City Standard Plan No. 803. PAYMENT The contract lump sump price for this item shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all the work required and no additional compensation shall be made therefore. DS-7 I WATER IMPROVEMENTS BID ITEM W-1 —FURNISH AND INSTALL BOLLARD Furnish and install bollard guard post around fire hydrant assembly and/or air & vacuum relief valve assembly at locations per plan. PAYMENT The unit price bid per each for bollard guard post shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-2 —TRENCH, BACKFILL. AND RESURFACE STREET Trench,backfill,and resurface street due to the construction of water lines per City Standard No. W-8 and No. 700. PAYMENT The unit price bid per linear foot for trench,backfill,and resurface street shall include all labor,materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM W-3 —FURNIHS AND INSTALL 8"PVC C-900 CL-200 WATER MAIN Furnish and install 8" PVC C-900 CL-200 water main. PAYMENT The unit price bid per linear foot for 8"PVC C-900 CL-200 water main shall include all labor, materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM W-4— CONSTRUCT THRUST BLOCK Construct thrust block per City Standard Plan No. W 14. PAYMENT The unit price bid per each for thrust block shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. DS-8 BID ITEM W-5 —CONSTRUCT 45°. 22.5°, OR 11.250 BEND Construct 45°, 22.5°, or 11.250 bend in water main per plan. PAYMENT The unit price bid per each for water main bend shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-6—FURNISH AND INSTALL AIR&VACUUM RELIEF VALVE ASSEMBLY Furnish and install air&vacuum relief valve assembly per City Standard No. W-16. PAYMENT The unit price bid per each for air&vacuum relief valve assembly shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-7—CONSTRUCT HOT TAP CONNECTION Construct hot tap connection per City Standard No. W-22. PAYMENT The unit price bid per each for hot tap connection shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-8 —FURNISH AND INSTALL 2.50 HIGH DEFLECTION COUPLING Furnish and install 2.5°high deflection coupling at locations shown on plan. PAYMENT The unit price bid per each for 2.5°high deflection coupling shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-9—FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY Furnish and install fire hydrant assembly per City Standard No. W-6. PAYMENT DS-9 0 The unit price bid per each for fire hydrant assembly shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM W-10—FURNISH AND INSTALL 8" GATE VALVE AND VALVE BOX ASSEMBLY Furnish and install 8" gate valve and valve box assembly per City Standard No. W-13. PAYMENT The unit price bid per each for 8" gate valve and valve box assembly shall include all labor, materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM CW-1 I—FURNISH AND INSTALL I"DOMESTIC WATER SERVICE WITH I"METER& BOX Furnish and install F domestic water service with 1"meter & box per City Standard No. W-1. PAYMENT The unit price bid per each for 1" domestic water service with 1" meter & box shall include all labor, materials,tools,equipment necessary to construct the work,and no additional compensation will be made therefore. DS-10 STREET IMPROVEMENTS BID ITEM ST-1 —SAWCUT AND REMOVE EXISTING A.C. PAVEMENT The work for this item shall consist of sawcutting and removal of existing asphalt concrete paving as indicated on the plans and these specifications. PAYMENT The contract unit price per cubic yard 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 therefore. BID ITEM ST-2—SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY The work for this item shall consist of sawcutting and removal of existing concrete driveway as indicated on the plans and these specifications. PAYMENT The contract unit price per cubic yard 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 therefore. BID ITEM ST-3 —CONSTRUCT 4" A.C. The work for this item shall include the furnishing and placing of asphalt concrete as indicated on the plans and these specifications. The workmanship and materials necessary to complete the work as required shall conform to Section 302-5 of the Standard Specifications. PAYMENT The unit price bid per ton for asphalt concrete shall include all labor,materials,tools, equipment, and all incidentals for accomplishing the work as specified herein including cold planning, and no additional compensation will be allowed therefore. BID ITEM ST-4—CONSTRUCT 5" A.B. Crushed Aggregate Base shall conform to provisions of Section 200 and 211 of the Standard Specifications and shall be constructed in accordance with Section 301 of the Standard Specifications. PAYMENT The unit price bid per cubic yard for crushed aggregate base shall include all labor, materials, tools, DS-11 equipment necessary to construct all the work involved in placing and compaction of aggregate base,and no additional compensation will be allowed therefore. BID ITEM ST-5 —FURNISH AND INSTALL PRECAST CONCRETE WHEELSTOP Furnish and install precast concrete wheelstop at locations shown on the plans. PAYMENT The unit price bid per each for precast concrete wheelstop shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM ST-6—PAINT 4" WHITE STRIP The Contractor shall furnish and apply traffic stripes and pavement markings shown on the plans or where directed by the Engineer. Placement of striping and markings shall conform to the requirements of Section 84-1 and 84-3 of the Caltrans Standard Specifications and these Special Provisions. Two applications of paint shall be made for all striping and markings. A minimum of seven(7)days but no more than fourteen(14)days shall be provided between first and second coats. Striping/marking shall be cat-tracked and approved by City Engineer prior to installation of first coat. Water"Bourne"paint shall not be used. PAYMENT The unit price bid per linear foot for paint 4"white strip shall include all labor,materials,tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM ST-7—CONSTRUCT 5"THICK CONCRETE DRIVEWAY WITH NO. 3 BARS @ 24"O.C. Construct 5"thick concrete driveway with No. 3 bars at 24" on center in accordance to the soils report. PAYMENT The unit price bid per square foot for 5"thick concrete driveway with No. 3 bars at 24" on center shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM ST-8 —FURNISH AND INSTALL NDS DURA CHANNEL DRAIN AND GRATE DS-12 Furnish and install NDS Dura Channel drain and grate per manufacturer's specifications and recommendations. PAYMENT The unit price bid per linear foot for NDS Dura channel drain and grate shall include all labor,materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM ST-9 — REMOVE EXISTING SPEED BUMP AND RECONSTRUCT AT DIFFERENT LOCATION Remove the existing speed bump in conflict with the proposed entry street to the project site and construct speed bump of equal dimensions immediately east of the street intersection and/or as directed by the City Traffic Engineer. PAYMENT The unit price bid per square foot for the removal and reconstruction of the existing speed bump shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. DS-13 PRECISE GRADING BID ITEM PG-1 —CONSTRUCT 4" A.C. FOR DRIVEWAY PAVING The work for this item shall include the furnishing and placing of asphalt concrete as indicated on the plans and these specifications. The workmanship and materials necessary to complete the work as required shall conform to Section 302-5 of the Standard Specifications. PAYMENT The unit price bid per ton for asphalt concrete shall include all labor, materials, tools, equipment, and all incidentals for accomplishing the work as specified herein including cold planning, and no additional compensation will be allowed therefore. BID ITEM PG-2—CONSTRUCT 5"A.B. FOR DRIVEWAY PAVING Crushed Aggregate Base shall conform to provisions of Section 200 and 211 of the Standard Specifications and shall be constructed in accordance with Section 301 of the Standard Specifications. PAYMENT The unit price bid per cubic yard for crushed aggregate base shall include all labor, materials, tools, equipment necessary to construct all the work involved in placing and compaction of aggregate base, and no additional compensation will be allowed therefore. Connector pipe shall be constructed in accordance with APWA Standard Plan No. 300-2. BID ITEM PG-3 —CONSTRUCT DRY WELL Construct dry well per plan detail. PAYMENT The unit price bid per each for dry well shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-4—FURNISH AND INSTALL ECORAIN SYSTEMS RAINTANKS Furnish and install EcoRain Systems raintanks per manufacturer's recommendations. PAYMENT DS-14 The unit price bid per square foot for EcoRain Systems raintanks shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-5 —FURNISH AND INSTALL 36" RCP Furnish and install 36" RCP per section"X-X" on sheet 2 of the precise grading plan. PAYMENT The unit price bid per linear foot for 36"RCP shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-6—CONSTRUCT 10' WIDE DIRT EQUESTRIAN TRAIL Construct 10' wide dirt equestrian trail per landscape plans. PAYMENT The unit price bid per square foot for dirt equestrian trail shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-7-CONSTRUCT 4"PERFORATED PVC PIPE BIORETENTION SWALE SUBDRAIN Construct 4"perforated PVC pipe Bioretention swale subdrain per detail on sheet 2 of the precise grading plans. PAYMENT The unit price bid per linear foot for Bioretention swale subdrain shall include all labor,materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-8 —CONSTRUCT HEADWALL, PIPE INLET, AND CONCRETE PAD Construct headwall,pipe inlet,and concrete pad per CalTrans Standard Plan D89(modified)per detail on sheet 2 of the precise grading plan. PAYMENT The lump sum bid for headwall, pipe inlet, and concrete pad shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. DS-15 BID ITEM PG-9—INSTALL TRASH RACK Install trash rack per APWA Standard Plan No, 361-1. PAYMENT The unit price bid per each for trash rack shall include all labor, materials,tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-10—FURNISH AND INSTALL 12" ATRIUM GRATE Furnish and install 12" atrium grate (NDS 1280)per plan. PAYMENT The unit price bid each 12" atrium grate shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-1 I —CONSTRUCT JUNCTION STRUCTURE WITH PRESSURE MANHOLE SHAFT Construct junction structure with pressure manhole shaft and pressure plate detail without reducer per APWA Standard Plan No. 321-1& 329-1. PAYMENT The unit price bid per each for storm junction structure shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-12—FURNISH AND INSTALL 4" PERFORATED PVC SUBDRAIN PIPE Furnish and install 4"perforated PVC subdrain pipe per plan. PAYMENT The unit price bid per linear foot for 4" perforated PVC subdrain pipe shall include all labor,materials, tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM PG-13 —FURNISH AND INSTALL 4" PVC DRAIN PIPE Furnish and install 4" PVC drain pipe per plan. DS-16 PAYMENT The unit price bid per linear foot for 4"PVC drain pipe shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-14—FURNISH AND INSTALL 6" PVC DRAIN PIPE Furnish and install 6"PVC drain pipe per plan. PAYMENT The unit price bid per linear foot for 6"PVC drain pipe shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-15 —FURNISH AND INSTALL 8" PVC DRAIN PIPE Furnish and install 8"PVC drain pipe per plan. PAYMENT The unit price bid per linear foot for 8"PVC drain pipe shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-16—FURNISH AND INSTALL 10" PVC DRAIN PIPE Furnish and install 10"PVC drain pipe per plan. PAYMENT The unit price bid per linear foot for 10"PVC drain pipe shall include all labor,materials,tools,equipment necessary to construct the work, and no additional compensation will be made therefore. BID ITEM PG-17 —FURNISH AND INSTALL BOLLARD Furnish and install bollard guard post at locations per plan. PAYMENT The unit price bid per each for bollard guard post shall include all labor, materials, tools, equipment necessary to construct the work, and no additional compensation will be made therefore. DS-17 BUILDING BID ITEM B-1—CONSTRUCT RAISED CONCRETE FOUNDATIONS FOR ALL NC-01 HOMES The work for this item shall consist of forming,pouring and finishing the concrete foundations for the seven two-bedroom (NC-01) manufactured homes, per the recommendations by Silvercrest Homes and the Geosoils Engineer. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM B-2—CONSTRUCT RAISED CONCRETE FOUNDATIONS FOR 3-NC-11047 HOMES The work for this item shall consist of forming,pouring and finishing the concrete foundations for the three one-bedroom (NC-11047)manufactured homes, per the recommendations by Silvercrest Homes and the Geosoils Engineer. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM B-3 —FURNISH AND INSTALL ON FOUNDATIONS 7-NC-01 SILVERCREST MANUFACTURED HOMES The work for this item shall consist of furnishing and having installed on the concrete foundations the seven two-bedroom (NC-01) manufactured homes as specified in the Architecture plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-4—FURNISH AND INSTALL ON FOUNDATIONS 3-NC-11047 SILVERCREST MFD. HOMES The work for this item shall consist of furnishing and having installed on the concrete foundations the three one-bedroom (NC-11047) manufactured homes as specified in the Architecture plans. PAYMENT The unit price bid per each 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 therefore. DS-18 BID ITEM B-5—CONSTRUCT COVERED FRONT PORCHES, DECKS, RAILINGS AND RAMPS The work for this item shall consist of constructing covered front porches,decks,railings and ramps at the three one bedroom (NC-11047) manufactured homes as specified in details on sheets A-6 through A-9 of the Architecture plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-6—CONSTRUCT CARPORTS WITH STORAGE CABINETS The work for this item shall consist of constructing ten carports,each with storage cabinets, for all manufactured homes per details on sheets A-4 and A-5 of the Architecture plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-7—FURNISH AND INSTALL CONCRETE WHEEL STOPS IN ALL CARPORTS The work for this item shall consist of furnishing and installing concrete wheel stops in the ten carports per detail b/A-5 of the Architecture plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-8—CONSTRUCT CONCRETE PADS FOR PICNIC TABLES The work for this item shall consist of forming,pouring and finishing two (2)concrete pads for the picnic tables, as detailed in the landscape plans. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM B-9—SUPPLY AND INSTALL TWO 8' LONG PICNIC TABLES The work for this item shall consist of furnishing and installing two(2)picnic tables,as specified in detail k/L-3 of the landscape plans. DS-19 PAYMENT The unit price bid per each 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 therefore. BID ITEM B-10—SUPPLY AND INSTALL TWO TRASH RECEPTACLES The work for this item shall consist of furnishing and installing two(2)trash receptacles,as specified in detail k/L-3 of the landscape plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-11 —FURNISH AND INSTALL DOG VALET PET WASTE STATION The work for this item shall consist of furnishing and installing one Dog Valet Pet Waste Station with concrete footing per manufacturer's recommendations and specified in the Amenity Schedule of the landscape plans. PAYMENT The unit 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 therefore. BID ITEM B-12—CONSTRUCT CONCRETE AND STONE ENTRY PILASTERS The work for this item shall consist of constructing two(2)low masonry and stone pilasters specified in detail i/L-3 of the landscape plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM B-13—FABRICATE AND INSTALL ONE STREET LIGHT The work for this item shall consist of fabricating the street light specified in detail d/L-5 of the landscape plans. DS-20 PAYMENT The unit 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 therefore. BID ITEM B-14 — CONSTRUCT CONCRETE PAD AND FOOTING FOR MAIL BOX AND PEDESTAL The work for this item shall consist of forming, pouring and finishing one (1) concrete pad and footing for the mail box and pedestal per detail h/L-3 on the landscape plans. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM B-15—FURNISH AND INSTALL 12 UNIT TYPE 11 CLUSTER MAILBOX ON PEDESTAL The work for this item shall consist of furnishing and installing one(1) 12 Unit, Type 11, Cluster Mailbox specified in detail h/L-3 of the landscape plans. PAYMENT The unit 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 therefore. BID ITEM B-16—CONSTRUCT CONCRETE AND STONE BRIDGE The work for this item shall consist of constructing the concrete and stone bridge with drainage pipe per detail c/L-4 of the Landscape plans. 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 therefore. BID ITEM B-17 — CONSTRUCT CONCRETE SIDEWALKS WITH RAISED STOOPS AT ALL HOMES The work for this item shall consist of forming, pouring and finishing the concrete sidewalks and raised stoops at all homes, per the construction plan and detail b/L-5 of the Landscape plans. PAYMENT DS-21 The unit price bid per square foot 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 therefore. BID ITEM B-18—CONSTRUCT 4' HIGH WOOD FENCE ENCLOSURES AT ALL HOMES The work for this item shall consist of locating the enclosure areas at all homes per the construction plan, building the low fencing per detail c&d/L-5 of the Landscape plans including posts and footings at all changes in direction and at intermediate locations approximately 8' on center. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM B-19— CONSTRUCT CONCRETE STEPS IN WALKS AS INDICATED The work for this item shall consist of constructing six hundred and eighty (680) linear feet of equestrian fence per detail a/L-5 of the landscape plans. PAYMENT The unit price bid per linear foot 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 therefore. DS-22 DOMESTIC WATER IRRIGATION BID ITEM DI-1 —FURNISH AND INSTALL CONNECTION TO 1-1/2" WATER METER The work for this item shall consist of furnishing and installing one connection to the one and one half inch(1-1/2") water meter for an irrigation point of connection per the Irrigation plans. 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 therefore. BID ITEM DI-2—FURNISH AND INSTALL 2" BRASS GATE VALVE The work for this item shall consist of furnishing and installing five(5)2'Brass Gate Valves per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-3 — FURNISH AND INSTALL 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER The work for this item shall consist of furnishing and installing a one and one half inch (1-1/2") Reduced Pressure Backflow Preventer with a Wye Strainer per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-4—FURNISH AND INSTALL BACKFLOW ENCLOSURE The work for this item shall consist of famishing and installing a stainless steel, vandal resistant backflow enclosure per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BIT ITEM DI-5 — SUPPLY AND INSTALL BOOSTER PUMP WITH ELECTICAL CONNECTION DS-23 The work for this item shall consist of supplying and installing a booster pump with electrical connection per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-6—SUPPLY AND INSTALL 2"PLASTIC PRESSURE REDUCING MASTER VALVE The work for this item shall consist of furnishing and installing a two inch (2") plastic pressure reducing Master Valve per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-7—FURNISH AND INSTALL 1-1/4" PLASTIC FLOW SENSOR The work for this item shall consist of furnishing and installing a one and one quarter inch(1-1/4") plastic flow sensor per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-8 —FURNISH AND INSTALL 3/4" BRASS QUICK COUPLERS The work for this item shall consist of furnishing and installing five (5) three quarter inch (3/4") Brass Quick Couplers per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-9 —FURNISH AND INSTALL I" AUTOMATIC CONTROL VALVES The work for this item shall consist of furnishing and installing four (4) one inch (1") plastic Automatic Control Valves per the Irrigation plans. DS-24 PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-10—FURNISH AND INSTALL 1-1/2" AUTOMATIC CONTROL VALVES The work for this item shall consist of furnishing and installing four (4) one and one half inch(I- 1/2") plastic Automatic Control Valves per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-11 —FURNISH AND INSTALL 120/240V AC POWER METER The work for this item shall consist of furnishing and installing a 120/240V AC Power Meter for the Irrigation Control Timer. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-12 —FURNISH AND INSTALL AUTOMATIC IRRIGATION CONTROLL TIMER The work for this item shall consist of furnishing and installing an Automatic Irrigation Control Timer in a stainless steel enclosure as specified on the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-13 —FURNISH AND INSTALL CONNECTION FROM METER TO TIMER The work for this item shall consist of furnishing and installing a connection from the electrical meter to the Automatic Irrigation Control Timer as specified on the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. DS-25 BID ITEM DI-14—FURNISH AND IN 2" MAINLINE AND FITTINGS The work for this item shall consist of furnishing and installing six hundred and fifty(650)linear feet of two inch(2") Schedule 40 PVC mainline and fittings as specified on the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM DI-15 —FURNISH AND INSTALL NON-PRESSURE LATERALS AND FITTINGS The work for this item shall consist of furnishing and installing three thousand eight hundred(3,800) linear feet of Schedule 40 PVC non-pressure, lateral piping and fittings per the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM DI-16—FURNISH AND INSTALL #14 AWG IRRIGATION CONTROL WIRE The work for this item shall consist of furnishing and installing four thousand two hundred and fifty (4,250)linear feet of#14 AWG irrigation control wire including lead wire, common wire and extra wires per the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM DI-17 —FURNISH AND INSTALL RAINBIRD 1812 POP UP SPRAY HEADS The work for this item shall consist of furnishing and installing two hundred and one(201)Rainbird 1812 SAM PRS 12" Pop up Spray Heads with MPR Nozzles per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-18 —FURNISH AND INSTALL RAINBIRD 1804 POP UP STRIP BUBBLERS The work for this item shall consist of furnishing and installing fifty-four(54)Rainbird 1804 SAM DS-26 PRS 4"Pop up Strip Bubblers with PCS Screens per the Irrigation plans PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-19 — FURNISH AND INSTALL RAINBIRD 1804 SAM PRS 4" POP UP STRIP BUBBLERS WITH PCS SCREENS The work for this item shall consist of furnishing and installing sixty-two(62)Rainbird 1804 SAM PRS 4" pop up strip bubblers with PCS screens per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-20 — FURNISH AND INSTALL RAINBIRD 1812.SAM PRS 12" POP UP SPRAY HEADS WITH ROTARY NOZZLES The work for this item shall consist of furnishing and installing eighteen(18)Rainbird 1812 SAM PRS 12"Pop up Spray Heads with rotary Nozzles per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-21 — FURNISH AND INSTALL RAINBIRD 1806 SAM PRS 6" POP UP 5H-B BUBBLERS WITH PCS SCREENS The work for this item shall consist of furnishing and installing fifty-four(54)Rainbird 1806 SAM PRS 6" pop up 5H-B bubblers with PCS screens per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM DI-22 —FURNISH AND INSTALL 2" SCHEDULE 40 PVC SLEEVING The work for this item shall consist of furnishing and installing three hundred(300)linear feet of 2" schedule 40 PVC sleeving per the Irrigation plans. DS-27 w j PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM D1-23 —FURNISH AND INSTALL 3" SCHEDULE 40 PVC SLEEVING The work for this item shall consist of furnishing and installing fifty(50) linear feet of 3"schedule 40 PVC sleeving per the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM DI-24—FURNISH AND INSTALL 4" SCHEDULE 40 PVC SLEEVING The work for this item shall consist of furnishing and installing five hundred(500)linear feet of 4" schedule 40 PVC sleeving per the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. DS-28 FUTURE RECYCLED WATER IRRIGATION EOUIPEMENT BID ITEM RI-1 —FURNISH AND INSTALL CONNECTION TO 1-1/2" WATER METER The work for this item shall consist of furnishing and installing one connection to the one and one half inch(1-1/2")water meter for an irrigation point of connection per the Irrigation plans. 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 therefore. BID ITEM RI-2 —FURNISH AND INSTALL 2" BRASS GATE VALVE The work for this item shall consist of furnishing and installing eight(8)2"Brass Gate Valves per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-3 —FURNISH AND INSTALL 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER The work for this item shall consist of furnishing and installing a one and one half inch (1-1/2") Reduced Pressure Backflow Preventer with a Wye Strainer per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-4—FURNISH AND INSTALL BACKFLOW ENCLOSURE The work for this item shall consist of furnishing and installing a stainless steel, vandal resistant backflow enclosure per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-5—FURNISH AND INSTALL 1-1/2"SCHEDULE 80 PVC BASKET STRAINER WITH DS-29 80 MESH STAINLESS STEEL SCREEN The work for this item shall consist of furnishing and installing a 1-1/2" schedule 80 PVC basket strainer with 80 mesh stainless steel screen per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-6—SUPPLY AND INSTALL BOOSTER PUMP WITH ELECTICAL CONNECTION The work for this item shall consist of supplying and installing a booster pump with electrical connection per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-7—SUPPLY AND INSTALL 2"PLASTIC PRESSURE REDUCING MASTER VALVE WITH PURPLE KNOBS The work for this item shall consist of furnishing and installing a two inch (2") plastic pressure reducing Master Valve with purple knobs per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-8 —FURNISH AND INSTALL 1-1/4" PLASTIC FLOW SENSOR The work for this item shall consist of furnishing and installing a one and one quarter inch(I-1/4") plastic flow sensor per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-9—FURNISH AND INSTALL 3/4" BRASS QUICK COUPLERS The work for this item shall consist of furnishing and installing seven(7)three quarter inch (3/4") Brass Quick Couplers per the Irrigation plans. DS-30 PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-10—FURNISH AND INSTALL I" AUTOMATIC CONTROL VALVES The work for this item shall consist of furnishing and installing fifteen (15) one inch (1") plastic Automatic Control Valves per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-11 — FURNISH AND INSTALL 1-1/2" AUTOMATIC CONTROL VALVES WITH PURPLE VALVES The work for this item shall consist of furnishing and installing one (1) one and one half inch (1- 1/2")plastic Automatic Control Valves with purple valves per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-12 —FURNISH AND INSTALL 120/240V AC POWER METER The work for this item shall consist of furnishing and installing a 120/240V AC Power Meter for the Irrigation Control Timer. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-I3 —FURNISH AND INSTALL AUTOMATIC IRRIGATION CONTROL TIMER The work for this item shall consist of furnishing and installing an Automatic Irrigation Control Timer in a stainless steel enclosure as specified on the Irrigation plans. PAYMENT The unit price bid per each for this item shall include all labor, materials, tools and equipment DS-31 necessary to carry out the work as specified and no additional compensation shall be made therefore. BID ITEM RI-14—FURNISH AND INSTALL CONNECTION FROM METER TO TIMER The work for this item shall consist of furnishing and installing a connection from the electrical meter to the Automatic Irrigation Control Timer as specified on the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-15 — FURNISH AND INSTALL PURPLE 2" SCHEDULE 40 PVC MAINLINE AND FITTINGS The work for this item shall consist of furnishing and installing seven hundred (700) linear feet of purple two inch (2") Schedule 40 PVC mainline and fittings as specified on the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM RI-16 — FURNISH AND INSTALL PURPLE SCHEDULE 40 PVC NON-PRESSURE LATERALS AND FITTINGS The work for this item shall consist of furnishing and installing four thousand five hundred and fifty (4,550) linear feet of purple Schedule 40 PVC non-pressure, lateral piping and fittings per the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM RI-17—FURNISH AND INSTALL PURPLE SCHEDULE 40(UVR)PVR NON-PRESSURE LATERAL PIPING AND FITTINGS ON GRADE The work for this item shall consist of furnishing and installing five hundred and seventy-five(575) linear feet of purple Schedule 40 Ultraviolet resistant (UVR)PVC non-pressure, lateral piping and fittings on grade per the Irrigation plans. BID ITEM RI-18 —FURNISH AND INSTALL #14 AWG IRRIGATION CONTROL WIRE DS-32 The work for this item shall consist of furnishing and installing six thousand two hundred(6,200) linear feet of 414 AWG irrigation control wire including lead wire, common wire and extra wires per the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM RI-19 — FURNISH AND INSTALL RAINBIRD 1812 SAM PRS NP 12"POP UP SPRAY HEADS WITH MPR NOZZLES The work for this item shall consist of furnishing and installing one hundred and thirty-one (13 1) Rainbird 1812 SAM PRS 12" Pop up Spray Heads with MPR Nozzles per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-20 — FURNISH AND INSTALL RAINBIRD PARS PRS SPRAY HEADS ON RISER WITH CHECK VALVE AND MPR NOZZLES The work for this item shall consist of furnishing and installing twenty-two(22)Rainbird PASS PRS spray heads on riser with check valve and MPR nozzles per the Irrigation plans PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-21 — FURNISH AND INSTALL RAINBIRD 1804 SAM PRS 4" POP UP STRIP BUBBLERS WITH PCS SCREENS The work for this item shall consist of furnishing and installing two(2)Rainbird 1804 SAM PRS 4" pop up strip bubblers with PCS screens per the Irrigation plans. PAYMENT The unit price.bid per each 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 therefore, BID ITEM RI-22 — FURNISH AND INSTALL RAINBIRD 1812 SAM PRS 12" POP UP SPRAY HEADS WITH ROTARY NOZZLES DS-33 The work for this item shall consist of furnishing and installing twenty-nine (29) Rainbird 1812 SAM PRS 12" Pop up Spray Heads with rotary Nozzles per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-23 —FURNISH AND INSTALL RAINBIRD 5012 PL-R-SAM NP 12"POP UP ROTOR HEADS WITH MPR NOZZLES The work for this item shall consist of furnishing and installing twenty-three(23)Rainbird 5012 PL- R-SAM NP 12" pop up rotor heads with MPR nozzles per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-24 — FURNISH AND INSTALL RAINBIRD PARS PRS SPRAY HEADS ON RISER WITH CHECK VALVE AND ROTARY NOZZLES The work for this item shall consist of furnishing and installing nineteen (19)Rainbird PASS PRS spray heads on riser with check valve and rotary nozzles per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-25 —FURNISH AND INSTALL RAINBIRD 50005-PL-R ROTOR HEADS ON RISER WITH CHECK VALVE AND MPR NOZZLES The work for this item shall consist of furnishing and installing seven(7)Rainbird 5000S-PL-R rotor heads on riser with check valve and MPR nozzles per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-26 — FURNISH AND INSTALL RAINBIRD 1806 SAM PRS NP 6" POP UP 5H-B BUBBLERS WITH PCS SCREENS DS-34 The work for this item shall consist of furnishing and installing one hundred and eleven (I 11) Rainbird 1806 SAM PRS NP 6"pop up 5H-B bubblers with PCS screens per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM RI-27—FURNISH AND INSTALL 2" SCHEDULE 40 PVC SLEEVING The work for this item shall consist of furnishing and installing one hundred(100)linear feet of 2" schedule 40 PVC sleeving per the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM RI-28—FURNISH AND INSTALL 4" SCHEDULE 40 PVC SLEEVING The work for this item shall consist of furnishing and installing one hundred and seventy-five(175) linear feet of 4" schedule 40 PVC sleeving per the Irrigation plans. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM RI-29—FURNISH AND INSTALL RECYCLED WATER SIGNS The work for this item shall consist of furnishing and installing two(2)recycled water signs per the Irrigation plans. PAYMENT The unit price bid per each 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 therefore. DS-35 LANDSCAPING BID ITEM L-I —REMOVE EXISTING WILLOW AND EUCALYPTUS TREES The work for this item shall consist of the removal of all trees and roots not designated on the landscape plans as `Protect in Place'. 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 therefore. BID ITEM L-2 — CLEAN. TRIM AND PRUNE EXISTING CLUSTER OF PEPPER TREES The work for this item shall consist of the review and selective pruning and shaping of the central cluster of Pepper trees by a certified arborist. The canopies of the trees are to be reduced at least to the limits of construction so they will not immediately extend over the building footprints. The trees are then to be `Protected in Place' by all methods described in Section 8 of the Special Provisions. PAYMENT The lump sum price for this item shall include all labor,materials,tools and equipment necessary to carry out the work as specified in Section 8 and no additional compensation shall be made therefore. BID ITEM L-3 —SOIL PREP AND FINE GRADE ALL LANDSCAPE AREAS The work for this item shall consist of preparing and fine grading the soil in all landscape areas per the Specifications found on sheet L-14 of the Landscape plans. Bid soil amendments per the Soil Amendments note on sheet L-12 of the Landscape plans. Actual project soil amendments will be per the Agronomic Soil Report,obtained by the contractor and reviewed with the Landscape Architect. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM L-4 — WEED ABATEMENT IN ALL LANDSCAPE AREAS The work for this item shall consist of removing all weeds from the site and performing the `grow and kill' procedures per Weed Abatement section in the Specifications sheet on L-14 of the Landscape plans. PAYMENT DS-36 The unit price bid per square foot for this item shall include all labor, materials, tools and equipment necessary to cant'out the work as specified and no additional compensation shall be made therefore. BID ITEM L-5 —FURNISH AND INSTALL 15 GALLON TREES The work for this item shall consist of furnishing and installing ten(10) 15 gal. trees as shown on the Tree and Ground Cover sheet. All trees are to be spotted by the Landscape Architect prior to excavating any planting pits. All trees are to be planted and staked per the details on the Landscape Plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM L-6—FURNISH AND INSTALL 24"BOX TREES The work for this item shall consist of furnishing and installing forty-five (45) 24" box trees as shown on the Tree and Ground Cover sheet. All trees are to be spotted by the Landscape Architect prior to excavating any planting pits. All trees are to be planted and staked per the details on the Landscape Plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM L-7—HYDROSEED BIOSWALE SEED MIX Following the installation of the irrigation system and all weed abatement procedures,the work for this item shall consist of furnishing and hydroseeding the Bioswale seed and slurry mix in areas shown on the Tree and Ground Cover sheet of the Landscape plans. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM L-8—HYDROSEED MEADOW SEED MIX Following the installation of the irrigation system and all weed abatement procedures,the work for this item shall consist of furnishing and hydroseeding the Meadow seed and slurry mix in areas shown on the Tree and Ground Cover sheet of the Landscape plans. DS-37 PAYMENT The unit price bid per square foot 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 therefore. BID ITEM L-9—HYDROSEED LOW GROWING NATIVE SEED MIX Following the installation of the irrigation system and all weed abatement procedures,the work for this item shall consist of furnishing and hydroseeding the Low Growing Native seed and slurry mix in areas shown on the Tree and Ground Cover sheet of the Landscape plans. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM L-10—MULCH ALL LANDSCAPE AREAS The work for this item shall follow all planting and consist of furnishing and installing a two inch (2") deep layer of Bark Mulch in all landscape areas. Bark Mulch is to be approved by the City and Landscape Architect. PAYMENT The unit price bid per square foot 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 therefore. BID ITEM L-11 —FURNISH AND INSTALL 1 GALLON SHRUBS The work for this item shall consist of furnishing and installing four hundred eighteen(418) 1 gal. shrubs as shown on the Shrub sheet. All shrub locations are to be approved by the Landscape Architect prior to excavating any planting pits. All shrubs,which are mostly California natives,are to be planted per the details on the Landscape Plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM L-12 —FURNISH AND INSTALL 5 GALLON SHRUBS The work for this item shall consist of furnishing and installing seven hundred sixty-two(762)5 gal. shrubs as shown on the Shrub sheet. All shrub locations are to be approved by the Landscape Architect prior to excavating any planting pits. All shrubs,which are mostly California natives,are to be planted per the details on the Landscape Plans. DS-38 PAYMENT The unit price bid per each 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 therefore. BID ITEM L-13 —90-DAY LANDSCAPE MAINTENANCE A. Contractor shall continuously maintain all areas included in the contract during progress of the work, the maintenance period, and until final acceptance of the work. B. If plantings are not acceptable at the end of the 90-day maintenance period for the entire work,due to defective maintenance, the maintenance shall be continued by the contractor until all work meets the specifications and can be approved. C. Maintenance shall include continuous operations of watering, weeding, mowing, rolling, trimming, edging, cultivating, fertilizing, spraying, insect and pest control, seeding, and/or other operations necessary to assure good normal growth. D. The entire project shall be maintained for a period of 90-days,commencing from the time all planting work has been completed to the satisfaction of the City. E. During the installation period and maintenance, the contractor shall be responsible for maintaining adequate protection for all areas. Any damaged plantings shall be repaired at the contractor's expense. F. At the termination of the maintenance period all plantings shall be live. Healthy,undamaged,and free of infestations. Inferior planting shall be replaced and brought to a satisfactory condition before final acceptance of the work will be made. PAYMENT The unit price per month for 90-day landscape maintenance shall include all labor, materials, tools, equipment necessary to maintain all areas, and no additional compensation shall be made therefore. BID ITEM L-14—FURNISH AND INSTALL 12"— 18" BOULDERS The work for this item shall consist of furnishing and installing 36-12"-18"Boulders as specified in detail b/L-4 and as graphically shown on the landscape plans. PAYMENT The unit price bid per each 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 therefore. DS-39 BID ITEM L-15 —FURNISH AND INSTALL 57-9"— 12" COBBLES The work for this item shall consist of furnishing and installing fifty-seven(57) 9"-12" Cobbles as specified in detail b/L-4 on the landscape plans and as directed on-site by the Landscape Architect. 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 therefore. BID ITEM L-16—FURNISH AND INSTALL 123-6"—9" COBBLES The work for this item shall consist of furnishing and installing one hundred twenty three(123)6"-9" Cobbles as specified in detail b/L-4 on the landscape plans and as directed on-site by the Landscape Architect. 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 therefore. BID ITEM L-17— CONSTRUCT 6" CONCRETE MOW CURB The work for this item shall consist of forming,pouring and finishing the 6"concrete mow curb on both sides of the DG path. PAYMENT The unit price bid per linear foot 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 therefore. BID ITEM L-18—CONSTRUCT AND INSTALL 3" THICK DECOMPOSED GRANITE(DG) PATH The work for this item shall consist of installing 744 square feet of 3"thick colored and stabilized DG path per the Paving Schedule on sheet L-2 of the Landscape plans. PAYMENT The unit price bid per square foot 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 therefore. DS-40 BID ITEM L-19—FABRICATE AND INSTALL THREE WOOD PATH LIGHTS The work for this item shall consist of fabricating and installing all wood path lights specified in detail a/L-4 of the landscape plans. PAYMENT The unit price bid per each 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 therefore. BID ITEM L-20—CONSTRUCT CONCRETE STEPS IN WALKS AS INDICATED The work for this item shall consist of forming, pouring and finishing the concrete steps per the Paving Schedule on the construction plan and as indicated on the Grading Plans. PAYMENT The unit price bid per linear foot 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 therefore. DS-41 0 ALTERNATE BID ITEMS BID ITEM A-1 —CUT INTO EXISTING STEEL CASING AND SEWER LINE Cut into existing 26"diameter 0.250" minimum thick steel casing& 15" PVC SDR-26 PVC sewer line. The existing steel casing shall be cut prior to the proposed manhole shown on plan. The existing 15"PVC sewer line shall be cut to length appropriate for connection to the proposed manhole shown on plan. Restrained mechanical joint shall be used if pipe extension is required. Adjust location of existing support- insulator to fit within cut casing as necessary and seal casing en per section 02315. PAYMENT The unit price bid per each for cut and connection of existing steel casing and sewer line shall include all labor,materials,tools,equipment necessary to construct the work,and no additional compensation will be made therefore. BID ITEM A-2—ADDITIONAL PLANT MATERIAL ALLOWANCE - 24" BOX TREES This item shall consist of an allowance for installing three(3)additional 24"box trees as needed and by the direction of the landscape architect. PAYMENT The unit price bid per each 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 therefore. BID ITEM A-3 —ADDITIONAL PLANT MATERIAL ALLOWANCE— 5 GALLON SHRUBS This item shall consist of an allowance for installing ten (10) additional 5 gallon shrubs as needed and by the direction of the landscape architect. PAYMENT The unit price bid per each 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 therefore. BID ITEM A-4—ADDITIONAL PLANT MATERIAL ALLOWANCE— 1 GALLON SHRUBS This item shall consist of an allowance for installing thirty(30)additional 1 gallon shrubs as needed and by the direction of the landscape architect. PAYMENT The unit price bid per each 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 therefore. DS-42