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Home My WebLink About13-Development Services . . CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION Dept: Development Services O....~"'~L h I ,-" " ~ r1 Subject: Resolution awarding contract to International Pavement Solutions, Inc. for street and drainage improvements on Meridian A venue and Poplar Street, per Plan No. 10505. From: James Funk, Director Date: October 23,2002 MCC Date: November 18, 2002 Synopsis of Previous Council Action: Approved Capital Improvements Budget for FY 2002/2003 and rolled over CIP 2001/2002 Budget Item Recommended Motion: Adopt Resolution Jf:;" Contact person: Lupe Camacho, Associate Civil Engineer Phone: (909) 384-5110 Supporting data attached: Staff Report, Resolution, Map Budget Description, Bid Summary and Budget Break Down Ward: 3 FUNDING REQUIREMENTS: Amount: $183,000 Source: (Acct. No.) 129-367-5504-7293 248-368-5504-7167 135-378-5504-7286 248-368-5504-7166 (Acct. Description) Meridian Ave. Pavement Rehabilitation from Poplar St. to Rialto Ave., Repair Cross Gutters & Drainage Inlets- Citywide, Repair Failed Box Culverts, ADA Access Ramps at Various Locations Finance: Council Notes: 12--8:0 ,fr~.? - 3CO:;l- IitJJ3 "llt/~~ Agenda Item No. CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION Staff Report Subject: Resolution awarding contract to International Pavement Solutions, Inc. for street and drainage improvements on Meridian Ave. and Poplar Street. Background: This project began as a simple cross gutter replacement project, however due to the sites existing conditions it required the incorporation of various improvements. It combines street improvements, drainage improvements and handicap access improvements on Meridian A venue and Poplar Street. The need to combine the improvements resulted from the nature of the existing conditions at the site location. Meridian A venue between Mill Street and railroad tracks to the north, is a very flat area (less that 0.15 %). This caused the accelerated deterioration of pavement and concrete cross gutters on Meridian Avenue. Another concern taken into consideration was pedestrian access to the existing elementary school located on the northwest corner of Meridian Avenue and Poplar Street. In order to address these issues, various design options were considered, but the lack of street slope and the location of the site ultimately necessitated the combination of street, drainage and handicap access improvements. The drainage problem on Meridian A venue is addressed by the construction of three new cross-gutters and the installation of a 12 inch High Density Polyethylene (HDPE) pipe with curb inlets at a newly created low point which collects the water. New curb, gutter and a drywell were also incorporated into the project to address the issue of water ponding along the curbside of Meridian A venue caused by sand/silt accumulation and tree root lifted/broken curb and gutter. The creation of a low point on Meridian A venue required the reconstruction of a portion of Meridian A venue and Poplar Street, the installation of three new Americans with Disabilities Act (ADA) compliant handicap ramps, sidewalk and new crosswalks. Since a portion of Meridian A venue would have to be reconstructed as a part of this project, and since the rehabilitation of Meridian A venue had already been budgeted and placed as a project for FY 2002/2003, the rehabilitation was included as part of this project. Construction Cost Contin encies Desi n, Ins ection, and Contract Administration Total $156,488.00 $15,000.00 $11,512.00 $183,000.00 This project was advertised locally in the San Bernardino County Sun Newspaper, Construction Trend Newspaper, the City's web site, and with the San Bernardino Area Chamber of Commerce; the following companies responded: Name of Bidder City Amount of Bid International Pavement Solutions, Inc. San Bernardino $156,488.00 S. Parker Enl!;ineerinl!;, Inc. Fountain Vallev $193,240.00 Hillcrest Contracting, Inc. Corona $200,196.00 Holland-Lowe Construction, Inc. San Bernardino $206,863.00 Vasily Company Inc. Shadow Hills $211,806.00 H & H General Contractors, Inc. San Bernardino $217,965.00 4-Con Enl!;ineerinl!;, Inc. Fontana $217,966.00 Engineer's Estimate $117,065.00 Financial Impact: Funding for this project is available in the FY 2002/2003 Capital Improvement Program (CIP) budget. All costs incurred will be charged to Account No. 129-367-5504-7293 (Meridian Ave. Pavement Rehabilitation from Poplar St. to Rialto Ave. -- $79,000), Account No. 248-368- 5504-7167 (Repair Cross Gutters & Drainage Inlets - Citywide -- $43,700), Account No. 248- 368-5504-7166 (Repair Failed Box Culverts -- $6,300) and Account No. 135-378-5504-7286 (ADA Access Ramps at Various Locations -- $54,000). Recommendation: Adopt Resolution City of San Bernardino, California Department of Public Works, Division of Engineering November 4, 2002 File No. 129-367-5504-7293 W.O. No. 7293 DWG. No. 10505 STREET AND DRAINAGE IMPROVEMENTS FOR MERIDIAN AVE. AND POPLAR ST. .....'~\ u uP _ "RR '" I(< -' -' ll~ DR ; \I A~l~_cti ., . 'S1 t' ~~-. t;:;' ~.;;; ",i~" (.1'1, ~--"- w__ ""C ."" SCl1j11\ ~<:f\'fi at~_"i" '.. __"~ !~ '~ L. 'ltSSEN' . iw c~.Cl~ 5T 1= ~ '" ~ 6=:ST :3~ -'/I ~ .3 i"lAR ST ,,0 0> - -- ! s!"'" II" ~ o,,~.. ,~1~, ~ .....~ 1.... ~> ~ -iii oJ. [~<n 5 WIL50ll . ~)t) 5T - -, ,_. 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I, LOCATION VICINITY W ~ .'" I...", 'Cii~1~A ,LN ':;0 "o""€GON 151::;:;1; to- ST... -4 ---; I UJ Wi fC/f)5QN ,~~' '" ~i Sf"W~' ~''''' i I(A~NI!L1:1/;,~ ,. V' ~ Co '" ......__..........V"l,..- " '..'J:-W " , - WALNUT II ~l.l(CH.\ ST . 5T' I 1 ,1ft Inl . f'" . I WHUFF5Ti: ....'. '-"It "t'i/ 0>.: ~ >-!. or ~I"< '. ~i] \~ ~! ~. ~I "'~ ELLEN ~0II!5E__ 51V'~\~~I,w~t~~;~1 i~~~CT~, ",'-- . . r z VI'WOONt;lP ,,''It. ,iil iil I -..._~/ I- Cr r--------.--..--...-.---.~~- Vl1 Ci "f U I iWCHERRY 5T ! W ICOM.JER ,5T ~...e :.....~---._-..----~-,. I 0" -"f "'1l!' i>'~' "', \ w SABg_~~A__".:..PR13_ , ~ ~20'O; Tho'"!a!s 8~S. Ma s -, , ll=!jtn , ::1 : Vl' .~ CHESTNUT' I S1 ..... '-"(f)....-'m..-...."..-"-~..........~^ ~ '" (f),e;-' ..ZJJQQ - MAP N,T,S. '. Drainage and Street Improvements on Meridian Avenue & Poplar Street 10505 Budget and Expense Allocation Description The attached table for this project has been color coded to illustrate the type of improvement the item belongs to. There are four accounts being utilized for this project, Pavement Rehabilitation (Pavement), Cross Gutters & Drainage (Drainage), Box Culverts (Drainage) and ADA Access Ramps (HC Ramps & Access), although only three types of improvements being conducted, "Pavement", "Drainage" and HC Ramps & Access. The table along with the responses below should provide a detailed description of the expense allocations needed for this project. I. The original project was going to be a simple replacement of one cross gutter and the installation of one new cross gutter. The account for repairing cross gutter & drainage inlets was the only account to be utilized. 2. The pavement rehabilitation of Meridian Avenue is noted on line item 77 of the CIP Budget FY 2002/2003 under Streets and Street Lighting. The detailed line items belonging to this type of improvement are highlighted in blue. They total $79,000.00. 3. The drainage improvements are highlighted in green totaling $50,000.00. Account #248-368-5504-7167 and #248-368-5504-7166 with the following amounts respectively shall be used, $43,700.00 and $6,300.00. The box culvert account is being used to supplement the $6,300.00 needed for the drainage improvements because box culverts are also drainage improvements. 4. The handicap ramps and access improvements are highlighted in yellow and total $54,000.00. The major costs of this improvement are in traffic control, clearing & grubbing, design and inspection. There are two existing ramps, which must be removed and replaced along with a new ramp that required detailed design due to geometric restrictions. The lowering of street affected the elevation of the ramps, which in turn affected the elevation of the sidewalk, driveway approaches, driveways and water meter. Detail design was also necessary for the sidewalk, curb, gutter, driveway approaches and driveways. 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Z .~ filo [).<( 0 (/)1- 0 Zo c:i ~~ 0 0 t?1- g -Z (/)0 ~O "" (/) W U 0 2 0 W c:i t? .o 2 /'- i= ~ 2 0 0 ",,0 t?~ ~t? 0::"" iiS2 -'u. 0 Ou. 0 Z~ c:i 0 01- 0>. i= . /'- ;5~ ... :::i1D -10 10=:1 00:: ::!;t? l- (/) 0 0 2 0 ::!;Q 0 c:i wI- .o 1-0 "'. -=:I '" 0:: '" I- ... (/) 2 0 0 o o c:i o ~ '" IX) ~ ... l- (/) o o -' <( I- o I- '" ~ 2 ~ o o :.:: iiS 0:: 10 I- W t? o =:I 10 l . '" r;:---\ 00 1\ _ \:\ . \'0 \~/ ' L 1 RESOLUTION NO. 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN 3 BERNARDINO AWARDING A CONTRACT TO INTERNATIONAL PAVEMENT SOLUTIONS, INC. FOR CONSTRUCTION OF STREET AND DRAINAGE 4 IMPROVEMENTS ON MERIDIAN A VENUE AND POPLAR STREET PER PLAN 10505. 5 6 7 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. International Pavement Solutions, Inc. is the lowest responsible bidder 8 9 for Construction of street and drainage improvements on Meridian Avenue and Poplar Street 10 per plan no. 10505. A contract is awarded accordingly to said bidder in a total amount of 11 $156,488.00 with a contingency amount of $15,000.00 but such award shall be effective only 12 13 upon being fully executed by both parties. All other bids, therefore, are hereby rejected. The 14 Mayor is hereby authorized and directed to execute said contract on behalf of the City; a copy . 15 of the contract is on file in the office of the City Clerk and incorporated herein by reference as III 26 27 III . \ 28 16 fully as though set forth at length. 17 18 19 SECTION 2. This contract and any amendment or modifications thereto shall not take effect or become operative until fully signed and executed by the parties and no party shall be 20 obligated hereunder until the time of such full execution. No oral agreements, amendments, 21 modifications or waivers are intended or authorized and shall not be implied from any act or 22 course of conduct of any party. 23 24 25 SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of the resolution. \1.0' ($ . ((11th , J . . .\ 1 RESOLUTION...AWARDING A CONTRACT TO INTERNATIONAL PAVEMENT 2 SOLUTIONS, INC. FOR STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN A VENUE AND POPLAR STREET PER PLAN 10505. 3 4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 5 Common Council of the City of San Bernardino at a 6 7 8 meeting thereof, held on the_day of , 2002, by the following vote, to wit: Coul)cil Members: AYES ABSTAIN ABSENT NAYS 9 10 11 12 MC GINNIS ESTRADA LIEN 13 DERRY 14 SUAREZ 15 16 17 MC CAMMACK 18 19 ANDERSON City Clerk 20 21 22 23 24 The foregoing resolution is hereby approved this day of ,2002. Judith Valles, Mayor City of San Bernardino Approved as to 25 form and legal content: 26 27 28 . . CITY OF SAN BERNARDINO Interoffice Memorandum CITY CLERK'S OFFICE Records and Information Management (RIM) Program DATE: November 20, 2002 TO: Leslie Crawford, Engineering Assistant I FROM: Michelle Taylor, Senior Secretary RE: Transmitting Documents for Signature - Resolution 2002-362 At the Mayor and Common Council meeting of November 18,2002, the City of San Bernardino adopted Resolution 2002-362 - Resolution awarding a contract to International Pavement Solutions, Inc., for construction of street and drainage improvements on Meridian Avenue and Poplar Street, per Plan No. 10505. I am providing you with one certified copy of Resolution 2002-362 and four (4) sets of original bound contracts. Please obtain signatures where indicated and retum one fully executed original contract to the City Clerk's office as soon as possible. Please be advised that the resolution and contract will be null and void if not executed within 60 days, or by January 17, 2003. If you have any questions, please do not hesitate to contact me at ext. 3206. Thank you. Date: Please sign and return. I. . CITY OF SAN BERNARDINO Interoffice Memorandum CITY CLERK'S OFFICE Records and Information Management (RIM) Program DATE: January 8, 2003 TO: Leslie Crawford, Engineering Assistant I FROM: Michelle Taylor, Senior Secretary RE: Resolution 2002-362 - International Pavement Solutions, Inc. Our office has not received the executed contract with International Pavement Solutions, Inc., for construction of street and drainage improvements on Meridian Avenue and Poplar Street, per Plan No. 10505. This contract was approved at the Mayor and Common Council meeting held on November 18, 2002, and will be null and void if not executed and returned to the City Clerk's Office by January 17,2003. Please forward the executed contract to the City Clerk's Office, to my attention, as soon as possible. If you have any questions, please do not hesitate to call me at ext. 3206. " ' . . , ** FOR OFFICE USE ONLY - NOT A PUBLIC DOCUMENT ** RESOLUTION AGENDA ITEM TRACKING FORM Meeting Date (Date Adopted): i I-I ~-O;;;l. Item # Vote: Ayes I-~ J 4- ') Nays er Change to motion to amend original documents: 13 Resolution # d W ()- - 3f,;). Abstain .e-- Absent (3 Reso, # On Attachments: / Contract term: - Note on Resolution of Attachment stored separately: / Direct City Clerk to (circle I): PUBLISH, POST, RECORD W/COUNTY NulVVoid After: loa OPrl? s, J Hf)-Q~ By: - 1\..."2.0-<'17 II-W-G'Z- Reso. Log Updated: Seal Impressed: / V Date Sent to Mayor: Date of Mayor's Signature: Date of ClerklCDC Signature: t (-fCf-Od- Date Memo/Letter Sent for Signature: I \-'20-CYL -6llDay Reminder Letter Sent og,.39tllday: (-<<- '" ::, 90 Day Reminder Letter Sent on 45th day: See Attached:.v" Date Returned: H '" --03 See Attached: --""" See Attached: Request for Council Action & Staff Report Attached: Updated Prior Resolutions (Other Than Below): Updated CITY Personnel Folders (6413, 6429, 6433,10584,10585,12634): Updated CDC Personnel Folders (5557): Updated Traffic Folders (3985, 8234, 655, 92-389): Yes /' No By Yes NoL By Yes NOL By Yes NO~ By Yes No B Copies Distribnted)o: City Attorney 11 Parks & Rec. Code Compliance Dev. Services / EDA Finance /" MIS Police Public Services Water Otbers: Notes: ~()O CO~ BEFORE FILING. REVIEW FORM TO ENSURE ANY NOTATIONS MADE HERE ARE TRANSFERRED TO THE YEARLY RESOLUTION CHRONOLOGICAL LOG FOR FUTURE REFERENCE (Contract Term. etc.) Ready to File: fY1( Date: 1-\(.:,-03 Revised 01/12/01 T Meeting Date: 11/18/2002 Item 1/13 Resolution 1/2002-362 F'o, (" ) I '7=l-' ~r,-",J.-\"'<,- FILE 1\0 I. 7~93 ACCT NO. 248-368-5504-7167 129-367 - 5504-7~93 135-378-5504-7286 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 10505 FOR STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN A VENUE AND POPLAR STREET / / / DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO SEPTEMBER,2002 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON OCTOBER 15 ,2002 c--:_ \\A If c:::.x:.HI BIT 1\ 02 362 FILE NO. 1.7293 ACCT. NO. 248-368-5504-7167 129-367-5504-7293 135-378-5504-7286 CITY OF SAN BERNARDINO STATE OF CALIFORNIA ADDENDUM NO. THREE FOR PLANS AND SPECIAL PROVISIONS NO. 10505 FOR STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN AVENUE AND POPLAR STREET BID OPENING DATE: WEDNESDAY, OCTOBER 23, 2002, AT 2:00 P.M. The Special Provisions for this project are hereby amended as follows: 1. Changes and additions noted on the REVISED set of Plans. 2. Bid Item No. 22 has been added for "Remove and Replace Traffic Detector Loops" and has been outlined on the REVISED plans as Note #2. 3. Section 14B, Page 42, of these Special Provisions has been revised from "feathering (1 12" minimum thickness)" to "feathering (2' minimum wide)". 4. Section 24, Pages 50A to 50C, "Removal and Replacement of Traffic Detector Loops" has been added. 5. The manufacturer's installation instructions for the HDPE piping have been added in the "Manufacturer's Installation, Instruction & Details" section of these Special Provisions. ADDENDUM NO THREE SPECIAL PROVISIONS NO. 10505 October 14. 2002 02 362 ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. THREE ON THE ADDENDUM SHEET OF THE BID DOCUMENTS INCLUDED IN PART I OF THE SPECIAL PROVISIONS. DATE: /O/lqO"l- rector/City Engineer ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14, 2002 02 362 BID SCHEDULE PLAN NO. 10505 STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN A VENUE AND POPLAR STREET DESCRIPTION OF ITEMS AND UNIT PRICE ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL 18. 6 EA Relocation & Replacement of Water Service Facilities, at Dollars & Cents $ lEA $ 19. 2 EA Relocate Roadside Sign on Single Post, at Dollars & Cents $ lEA $ 20. 2 EA Roadside Sign on Single Post, at Dollars & Cents $ lEA $ 21. LS Thermoplastic Traffic Striping, as shown on the Plans, at the Lump Sum price of Dollars & Cents $ LS $ 22. 4 EA Remove and Replace Traffic Detector Loops, at Dollars & Cents $ lEA $ TOTAL BID $ NOTES: The unit price must be written in words and also shown in figures. The total price must be extended for each item of work and the total of all items inserted in the spaces provided. All blank spaces appearing above must be filled in. V1ll ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14,2002 ,,- 02 362 In case of discrepancy in Bid Amounts, unit prices shall govern over extended amounts, and words shall govern over figures. Total Bid amount for the entire contract work shall include the cost of labor, materials, equipment parts, implements, taxes and supplies necessary to complete the project, as based on the City Engineer's estimate of quantities of work. Bidders shall complete and submit entire BID FORM section as their bid to the City. Failure to do so will result in their Bid being non-responsive. Bidder declares that this proposal is based upon careful examination of the work site, Bid and Contract Documents. Total Bid amount for the entire contract work shall include the cost of labor, materials, equipment parts, implements, taxes and supplies necessary to complete the project, as based on the City Engineer's estimate of quantities of work. Bidders shall complete and submit entire BID FORM section as their bid to the City. Failure to do so will result in their Bid being non-responsive. BIDDER declares that this proposal is based upon careful examination of the work site, Bid and Contract Documents. IX ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14, 2002 02 362 14 B-1.04 ASPHALT CONCRETE V-DITCH - The asphalt concrete v-ditch shall comply with the requirements of Section 203-6, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. Class and grade of asphalt concrete shall be C2-AR-4000 A soil sterilant shall be applied as directed by the Engineer. 14 B-1.05 PAYMENT -- The contract unit price paid per ton for "Asphalt Concrete ", shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved as described in Section 14 B, including placing asphalt concrete (4" thick), feathering (2' minimum wide), the application of soil sterilant and tack coat, as designated on the Plans, and as directed by the Engineer, and no additional or separate compensation will be allowed therefor. The contract price per linear foot paid for" Asphalt Concrete V-Ditch", shall be considered as full compensation for providing all materials and performing all the work involved in constructing the asphalt concrete v-ditch as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. 42 ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14, 2002 02 362 SECTION 24 24-1 REMOVE AND REPLACE TRAFFIC SIGNAL LOOP DETECTORS 24-1.01 GENERAL -- Traffic signals and highway lighting shall conform to the provisions in Section 86, "Signals and Lighting", of the Specifications entitled, "State of California, Department of Transportation, Standard Specifications", dated July, 1992, and the California Standard Plans, dated July 2, 1992, and these Special Provisions. The traffic signal work includes installation of new traffic loop detectors and detector lead-in-cables as shown on the Plan and/or as directed by the Engineer, and shall conform to the Standard Specifications and these Special Provisions. 24-1.02 CONDUIT -- Conduit shall conform to the provisions in Section 86-2.05, "Conduit", of the Standard Specifications and these Special Provisions. All conduit on this project shall be rigid metal type. Insulated bonding bushings will be required on metal conduit. After conductors have been installed, the ends of conduits terminating in pull boxes and controller cabinets shall be sealed with an approved type of sealing compound. Rigid metal conduit to be used as a drilling or jacking rod shall be fitted with suitable drill bits for size hole required. When a standard coupling cannot be used for coupling metal type conduit, a UL listed threaded union coupling, as specified in the third paragraph in Section 86-2.05C, "Installation", of the standard Specifications, or a concrete-tight split coupling or concrete-tight set screw coupling shall be used. 24-1.03 CONDUCTORS AND WIRING -- Conductors and wiring shall conform to the provisions in Section 86-2.08, "Conductors", and Section 86-2.09, "Wiring", of the Standard Specifications and these Special Provisions. 50A ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14,2002 02 362 Nylon-jacketed conductors shall not be used. 24-1.04 DETECTORS -- Detectors shall conform to the provisions in Section 86-5, "Detectors", of the Standard Specifications and these Special Provisions. Loop wire shall be Type 2. Loop detector lead-in shall be Type C. Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public traffic and shall be removed from the pavement surface. Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant. Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as follows: After conductors are installed in the slots cut in the pavement, paint binder shall be applied to all surfaces of slots in accordance with the provisions in Section 39-4.02, "Prime Coat and Paint Binder", of the Standard Specifications. Temperature of sealant material during installation shall be above 70oF. Sealant placed in the slots shall be compacted by use of an 8-inch diameter by lI8-inch thick steel hand roller or other tool approved by the Engineer. Compacted conductor coverage shall be one inch. Excess sealant remaining after rolling shall not be reused. On completion of rolling, traffic will be permitted to travel over the sealant. The Contractor shall test the detectors with a motor-drive cycle, as defined in the California Vehicle Code, that is licensed for street use by the Department of Motor Vehicles, of the State of California. The unladen weight of the vehicle shall not exceed 220 pounds and the engine displacement shall not exceed 100 cubic centimeters. Special features, components or vehicles designed to activate the 50B ADDENDUM NO. THREE SPECIAL PROVISIONS NO.1 0505 October 14,2002 02 362 detector will not be permitted. The Contractor shall provide an operator who shall drive the motor-driven cycle through the response or detection area of the detector at not less than 3 miles per hour nor more than 7 miles per hour. The detector shall provide an indication in response to this test. 24-1.05 PAYMENT -- The contract unit price paid per each for, Remove and Replace Traffic Detector Loops", shall include full compensation for furnishing all labor, materials, equipment and for doing all the work involved in the removal and replacement of the traffic signal detector lead-in cable, traffic signal loops, including all the appurtenant facilities, complete in place, including saw cutting, splicing, testing, removing sealant and cleaning existing conduit, as shown on the Plans, and as directed by the Engineer, and no additional compensation shall be allowed therefor. 50C ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14, 2002 02 362 1. INTRODUCTION This handbook is intended to provide guidance for the proper installation of Advanced Drainage Systems (ADS) high density polyethylene (HDPE) pipe used in storm drain applications. This handbook is not intended to replace standard industry or project specifications, but to provide guidance based on our experience, research and recommendations for proper product performance. It is recognized that installation practices vary from region to region, however, the following recommended guidelines are in general, applicable to most installations. 2. WARRANTY Advanced Drainage Systems, Inc. warranties its products as described in the Terms and Condition of Sale that is provided on the back of each invoice and bill of lading. 3. PRE-CONSTRUCTION 3.1. Precautions Federal regulations covering safety for construction are published in the Safety and Health Regulations for Construction under the Department of Labor, Occupational Safety and Health Administration (OSHA). These regulations define practices, which must be followed. 3.2. Ordering Pipe should be ordered from an ADS sales representative or authorized distributor. ADS representatives can assist in placing an order by reviewing project plans and specifications to insure proper quantities and components are ordered. Any certification which may be required, should be noted at the time of order so the ADS representative can arrange for proper certifications to be supplied with pipe deliveries. ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 3300 RIVERSIPE DRIVE COLUMBUS, OH 43221 (614) 457.3051 hltp:/Iwww.ADS-plpe.com October 14,2002 3.3. Receiving and Unloading ADS pipe is shipped to the job site on drop side or flat bed trailers. Upon arrival at the jobsite, the pipe should be inspected for quantity and shipping damage. Any discrepancies or damage should be noted on the delivery receipt and the supplier notified. Most deliveries arrive on self unloading ADS dropside trailers. However, for 1500 mm (60" pipe) and some flatbed deliveries, the contractor may be required to unload the pipe. The pipe is designed to withstand normal field handling and can be easily unloaded by hand or with equipment. To avoid damage the pipe should not be dropped. Additionally, tie down straps or bands should not be removed until the pipe has been secured to prevent rolling or dropping the pipe. Handling should be accomplished by hand, lifting tongs or nylon slings. When using slings, two pick points are recommended. 0.2 362 3.4. Stockpiling Stockpile pipe as close as possible to its final location but away from construction traffic and construction activities. Pipe should be stockpiled on level ground and if stacked, blocking should be provided to prevent rolling. Stacked pipe should be placed with bells alternated on successive layers and the bells should overhang the layer below to prevent deforming and damaging the bell. The protective wrap on the gaskets of the spigot end should be left on the pipe until it is ready for installation. Lube, couplers and fittings should be stored with the pipe. Couplers and fittings should be stored flat to prevent damage and misshape. 4. INSTAllATION ~ ::_',:-,AHi"11'<r':'f;''',-r. '~-~ ~~:~~~~":--:"-'-:;:,_: ':"~,~;r~'!' :;';3,::,. :,:;::;~ :::.1 crt ~ ,Y. ",:;..r Vt'" -~t '.' __ ~,l_:~~;:~.~\," _~/_3=,{',~ _ ~_;'.,:~jj r\ IC".l.~~.l':,:...:......j:...~.. . ,/i~.,,_ :"'--"-'~T~i:Y::'"' 2~.~4i~'ijl"~:"i ~t'" ~,.,;<c-r" \;.;.",*,$,'.'. '~~i":!'~-'%;-'" ,'~j*~:O';--;l ~ <</",,(~~- .~, 'ft"'I//"'", ;,.. ~<':\!}1J:.^(" /,' ",,_"~ >'<l ~"~~W,'.h!"O:;;;. .'/", -', '" ~~,q' ";rj'.J< .<:;~--: ";"'-~ ~"".-"- >(.,'*-.."if</1 ---I;/:/ '" '~~" ~.~;:,~"-~~:'_::;xg;" -/// 'l~-"iIj fb:::;,""'.,..'ti.i",ii:">> ,(10', ", ".\.-';"t%!'f~r ,."'.1 ,.If.//://'. '.~ .-'d,*... ~.r;:A" . n,' ,.f,!;/ ,.~.;; ;:~'4;.'~:\\'t .<;J'..~;/:('li' /.// 10 ..J#.',. g;" tl ,j / .;. , .~.. ,J ~.. /, c:i .:ti-~~'"r~,1'l:':J:b I . ( fL_~omi,~q~~.:<t:~ 4.1. Line and Grade Storm drain pipe systems are designed to provide hydraulic capacity based on pipe size and slope. The alignment or line of the pipe is the horizontal location of the pipe while the grade is the vertical slope of the pipe. In order for a storm drain system to function as designed, it is important to install the pipe to the proper line and grade. Generally, no special practices are required to maintain line and grade, however, certain installation techniques can greatly increase the system performance and rate of installation. Alignment is established by a field survey. Once the trench is excavated on line, the pipe bedding should be placed to proper thickness. The top of the bedding should be adjusted to allow for the difference between the plan invert (flowline) and pipe profile wall thickness. For 42" through 60" N-12HC, a shallow (1") "bell hole" should be provided so the pipe is fully supported. The following table gives the dimension to be subtracted from the pipe inverts indicated on the plans when checking bedding elevations. 2 ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14. 2002 Table 1 - Invert Adjustment for Wall Thickness 02 362 Pipe Diameter in. (mm) Wall Thickness Inches feet mm 12" (300 mm) 1.15" 0.10' 29mm 15" (375 mm) 1.30" 0.11' 33mm 18" (450 mm) 1.57" 0.13' 40mm 24" (525 mm) 1.86" 0.16' 47mm 30" (600 mm) 2.55" 0.21' 65mm 36" (750 mm) 2.85" 0.21' 72mm 42" (1050 mm ) annular 3.15" 0.26' 80mm 42" (1050 mm) HC 2.63" 0.22' 67mm 48" (1200 mm) HC 2.58" 0.21' 66mm 60" (1500 mm) HC 2.95" 0.25' 75mm 4.2. Trench Widths References for trenching practice are in AASHTO Section 30 and ASTM 02321. Both of these specifications provide guidelines for trench widths applicable to a variety of installation conditions. Trench widths may be varied based on the competency of the in-situ soil, backfill materials, compaction levels and loads. In general, the following table provides recommended trench widths for most installations to permit proper place- ment and compaction of backfill material in the haunches and around the pipe. However, the design engineer may modify the trench widths based on an evaluation of the competency of the in-situ materials, the quality and compaction level of the backfill, the design loads and the compaction equipment to be used. In lieu of the engineer's recommendations or governing agency specifications, the following trench widths are suggested. Table 2 - Suggested Minimum Trench Widths Nominal Pipe Diameter, inches (mm) Pipe 00, Inches (mm) Minimum Trench Width, inches (mm) 4" (100 mm) 4.78" (120 mm) 21" (530 mm) 6" (150 mm) 6.92" (176 mm) 23" (580 mm) 8" (200 mm) 9.11" (233 mm) 25" (630 mm) 10" (250 mm) 11.36" (287 mm) 28" (710 mm) 12" (300 mm) 14.45" (367 mm) 31" (790 mm) 15" (375 mm) 17.57" (448 mm) 34" (860 mm) 18" (450 mm) 21.2" (536 mm) 39" (990 mm) 24" (600 mm) 27.8" (719 mm) 48" (1220 mm) 30" (750 mm) 35.1" (892 mm) 66" (1680 mm) 36" (900 mm) 41.7" (1059 mm) 78" (1980 mm) 42" (1050 mm) annular 47.7" (1212 mm) 83" (2110 mm) 42" (1050 mm) HC 46.75" (1187 mm) 83" (2110 mm) 48" (1200 mm) He 52.7" (1339 mm) 89" (2260 mm) 60" (1500 mm) HC 65.5" (1664 mm) 102" (2590 mm) 3 ADDENDUM NO. THREE SPECIAL PROVISIONS NO 10505 October 14. 2002 02 "62 Trenching should be completed in existing soils with sidewalls reasonably vertical to the top of the pipe. For positive projection embankment installations, the embankment material should be placed and compacted to a minimum of one (1 ') foot above the pipe and the trench excavated into the embankment. When excavation depths or soil conditions require shoring or use of a trench box, the bottom of the shoring or trench box should be placed no lower than the top of the pipe. This prevents disruption of the backfill envelope when removing the shoring or trench box. If this practice cannot be followed, consideration should be given to leaving the shoring in place. 4.3. Dewatering Excessive groundwater hinders proper placement and compaction of bedding and backfill. ADS N-12 pipe will float in standing water, therefore, it is imperative that a dry trench be provided. It may be necessary to provide sump pumps, well points, deep wells, geofabrics, underdrains or a diversion ditch to insure a dry trench. A qualified engineer should be consulted to determine dewatering methods. 4.4. Joints 4 ADS offers a variety of joint options to satisfy specific project requirements. Three performance levels are commonly required for storm drain applications. 4.4.1. Soil Tight Joints Soil tight joints are specified as a function of opening size, coupler length and backfill particle size. Split couplers may be used for pipe sizes up to 42" to provide a soil tight connection. The sides of the split couplers are "hinged" so they easily open to accept each end of the adjacent pipe sections. There are matching holes at the ends of the split coupler which allow securing the coupler with nylon ties. 4.4.2. Silt Tight Joints Silt tight joints are specified where there is a high percentage of fines and groundwater potential. These joints are designed to guard against infiltration of soil at the joint. A bell and spigot design with an elastomeric rubber gasket meeting ASTM F-477 is generally specified for silt tight applications. A joint design passing a laboratory pressure test of 2 psi can be assumed to be silt tight (using ASTM D-3212 modified to 2 psi). The ADS Pro-Link Ultra joint is designed to meet the silt tight requirements. 4.4.3. Water Tight Joints Watertight joints are specified to meet a laboratory pressure test of 10.8 psi per ASTM D-3212. These joints are designed to prevent infiltration of soil and exfiltration of storm water. The joints have a bell and spigot or bell-bell design and incorporate an ASTM F-477 elastomeric rubber gasket. ADS Pro-Link WT joints satisfy the requirements of watertight installations. ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14,2002 4.5. Joint Assembly Split couplers are easily installed by laying the adjoining sections of pipe in the open split coupler and wrapping the coupler around the pipe. Nylon ties may then be fed through the holes in the end of the coupler to secure the coupler to the pipe. The pipe and the inside of the coupler should be clean and free of dirt prior to securing the coupler. Bell and spigot or bell- bell couplers incorporating an elastomeric rubber gasket are either an in-line bell (Pro-Link Ultra), a welded bell (Pro-Link ST or WT) or a bell-bell (Pro-Link WT). These couplers are easily installed by the following procedure which will insure the specified performance. 1. Thoroughly clean the bell and spigot ends, making sure they are free of mud and grit. Remove the protective shrink-wrap from the gasket. If the gasket has been removed, make sure the gasket seat is clean and reinstall the gasket by stretching it over the pipe and nesting it in the seat. Gaskets should be installed with the marking facing the coupler. 2. Remove shipping collars (where provided) prior to lowering the pipe in the trench. Properly dispose of shipping collars outside the pipe trench. Do not install pipe with shipping collars on the pipe and do not dispose of shipping collars in the trench. 3. Lubricant is supplied for gasketed joint installation in either buckets or spray lubricant. The lubricant should be liberally applied to both the bell and spigot ends of the pipe. Care should be taken to insure lubricant is applied to the chamfered leading edge of the bell. 4. Align the pipe and push the spigot home on grade. Joints should be installed with bells facing upstream for proper installation. Generally, pipes should be laid starting at the downstream end and working upstream. Small diameter pipe (below 24") can usually be installed by pushing the joint home by hand. Larger diameters may necessitate using a bar or equipment to push home. If a bar or equipment is utilized a wood block should be used to prevent damage to the bell. When pushing the joint home, make sure bedding material is not pulled into the bell by the spigot. Material such as small stones and sand pulled into the bell as the pipe is joined can cause leaks. 5. EMBEDMENT MATERIALS 02 36,2 Embedment materials are those used for bedding, haunching and initial backfill as illustrated in Figure 1. AASHTO Section 30 and ASTM 0-2321 classify soils using AASHTO and Unified soil classification, 5 ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14, 2002 02 362 respectively. The following will describe soils using the ASTM 0-2321 nomenclature with AASHTO designations noted. Class 1- Angular crushed stone or rock, dense or open graded with little or no fines (Y-I inch to 1 Y2 inches In size) Class 11- (GW, GP, SW, SP, GW-GC, SP-SM) Clean, coarse grained materials, such as gravel, coarse sands and gravel/sand mixtures (1 Y2 inches maximum size). (AASHTO classifications A1 & A3). Class 111- (GM, GC, SM, SC) Coarse grained materials with fines including silty or clayey gravels or sands. Gravel or sand must comprise more than 50 percent of Class III materials (1 Y2 inches maximum size). (AASHTO classifications A-2-4 & A-2-5). Class IV - (Ml, Cl, MH, CH) Fine grained materials, such as fine sand and soils containing 50 percent or more clay or silt. Soils classified as Class IVa (Ml or Cl) have medium to low plasticity and are not recommended in the embedment zone. Soils classified as Class IVb (MH or CH) have high plasticity and are not recommended for embedment materials. Class V - (Ol, OH, PT) These materials include organic silts and clays, peat and other organic materials. They are not recommended for embedment materials. Note: All embedment materials should be free from lumps of frozen soil or ice when placed. Additionally, embedment materials should be placed and compacted at optimum moisture content. Excavated Trench WKlth T~chWldth ~ . m :"'." co c::l ~~ .~;. 80 ~ ''0'' Final , 00 Backfill " 12' L 61012in (150 to 300 mm) Pipe Zone Figure 30.5.1 Figure 1. Trench Cross Section Showing Terminology AASHTO SECTION 30 * ASTM 0-2321 . These specifications are presented as a guide and are not a substitute for local agency/designer standards. Both specifications are illustrated to show similarities and ADS's recommendations are presented in the text. Embedment materials should be specified with consideration given to design loads and the classification and suitability of native soils. For normal installations without live loads or deep cover heights, many native soils will be applicable. Also, using native soils minimizes the potential for migration of fines into the embedment material. Where native soils are not appropriate for embedment materials or the loading conditions, an imported material should be considered. 6 ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14, 2002 5.1. Foundation " - (\2 ?~z u. A stable foundation must be provided to insure proper line and grade is maintained. Unsuitable foundations must be stabilized at the engineer's direction. Unsuitable or unstable foundations may be undercut and replaced with a suitable bedding material, placed in 6" lifts. Other methods of stabilization, such as geotextiles may be appropriate based on the engineer's judgement. 5.2. Bedding A stable and uniform bedding shall be provided for the pipe and any protruding features of its joints and/or fittings. The middle of the bedding equal to 1/3 of the pipe aD should be loosely placed, with the remainder compacted to a minimum of 90 percent standard proctor density. Class I, II and III materials are suitable for use as bedding. 5.3. Haunching Proper haunching provides a major portion of the pipe's strength and stability. Care must be exercised to insure placement and compaction of the embedment material in the haunches. For larger diameter pipes (> 30"), embedment materials should be worked under the haunches by hand. Haunching materials may be Class I, II or III and must be placed and compacted in 8 inch maximum lifts, compacted to 90 percent standard proctor density. 5.4. Initial Backfill Initial backfill materials are required to a minimum of % of the pipe diameter for proper structural performance of the pipe. The AASHTO and ASTM specifi- cations extend the initial backfill from the springline to 6 inches to 12 inches above the pipe to provide protection for the pipe from construction operations during placement of the final backfill and protect the pipe from stones or cobbles in the final backfill. For proper structural performance of the pipe, the initial backfill need only extend to % of the pipe diameter. Class I, II, III or low plasticity Class IV materials may be used as initial backfill. However: Class I materials must be used in wet trenches if Class I bedding and haunching materials are used. Class 1/ materials must be compacted in 6 inch lifts to 90 percent standard proctor density. Class 1/1 materials must be compacted in 6 inch lifts to 90 percent standard proctor density. See note. Class IVa low plasticity materials (CL-ML) are not recommended since they must be compacted in thin lifts while at or near optimum moisture content to provide proper pipe support. These materials may only be used under the direction of the engineer. Class IVb high plasticity clays and silts and all Class V materials are not recommended for initial backfill. 7 ADDENDUM NO. THREE SPECIAL PROVISIONS NO 10505 October 14.2002 02 362 Note: Flooding or jetting as a procedure for compaction should only be used with the Engineer's approval and never with initial backfill material such as aggregate base or Class IV materials. Controlled Low Strength Materials (CLSM) or flowable fills are acceptable backfill materials. Several considerations should be accounted for when using CLSM backfill. Provisions to prevent floatation of the pipe during placement of the CLSM must be used. This can include anchoring the pipe by placing f10wable fill at each joint and allowing the fill to partially cure prior to placing the flowable fill along the entire length of the pipe. Also, mechanical anchors such as bent rebar driven into competent soil or precast weights, may be used at each joint to prevent floatation. When using CLSM, the fill should always be placed to completely encase the pipe. 5.5. Final Backfill The final backfill should be the same material as the proposed embankment. Generally, the excavated material may be used as final backfill. Placement should be as specified for the embankment. In lieu of a specification, the final backfill should be placed in 12 inch maximum lifts and compacted to a minimum 85 percent standard proctor density to prevent excessive settlement at the surface. Compaction should be performed at optimum moisture content. 6. VEHICULAR AND CONSTRUCTION LOADS ADS N-12 and N-12HC pipes are designed to carry H-25 live loads (40,000 lbs. Axle -legal load) with 12 inches of cover. This assumes a well compacted embedment and includes the subbase material for installations under pavement. For 60" N-12HC the minimum cover for H-25 loads is 21_0". During construction, avoid heavy equipment loads (> 40,000 lbs. per axie) over the pipe. An additional 12 inches of temporary cover should be placed over the pipe for heavy construction load crossings. Hydrohammers or hoe- pak compactors may not be used over the pipe until at least 48 inches of cover have been provided. 7. MANHOLE CONNECTIONS Consideration should be given to the project performance specified when selecting manhole connections. When connecting to concrete manholes or inlets grouting the pipe to the manhoie or inlet using non-shrink grout provides a soil tight installation. A gasket placed in a pipe corrugation at the approximate center of the manhole or inlet wall will act as a water-stop. This water-stop should provide a silt tight installation. Watertight installations may require flexible rubber connections such as rubber boots, "A-Loks," etc. ADS N-12/SDR- 35 adapters or the smooth exterior ADS manhole adapter pipe should be used with flexible rubber connections. Insert the ADS N-12/SDR-35 or ADS manhole adapter into the flexible connector using a lubricant as recommended by the manufacturer of the flexible connector. The flexible connector should be sized to the 00 of SDR-35 PVC pipe. When connecting to manholes, insure backfill is placed under the pipe adjacent to the manhole to prevent differential settlement. 8 ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14,2002 8. TAP CONNECTIONS 02 362 Tap connections may be accomplished using a.fabricated reducing fittings, saddle tees or "Inserta-Tee". Fabricated reducing fittings are installed using normal installation procedures for the joints specified. Saddle tees are spiit couplers with an N-12 stub welded onto the center of the coupler. A half circle approximately 1 " larger than the nominal stub diameter should be cut into each pipe end of the main iine. The pipes should be aiigned with the saddle tee wrapped around the pipe and secured with nylon ties. "Inserta-Tee" connections may be made at location along the length of the pipe. Installation of an "Inserta-Tee" should follow the manufacturer's recommendations. In general, the installation involves marking the location of the tap. A hole is cored using a core drill sized for the "Inserta-Tee." A neoprene boot and PVC stub are inserted in the hole and a gasketed ADS N-12 pipe is inserted. 9. FITTINGS ADS offers a full complement of fittings. ADS standard fittings include tees, bends, wyes, reducers and end caps. Additionally, a full line of manifolds fittings and components are available for underground storm water management systems. All fittings are available with joints which are compatible with the pipe used on the project to provide a complete system. For a complete list of ADS standard fittings, contact your ADS representative for a fittings manual. Special fittings not included in ADS's fittings manual may be made by special order and an ADS representative should be contacted for details. 10. FIELD CONNECTIONS Field connections may be necessary to complete pipe runs for short pipe lengths or for repairs to pipe damaged during construction. Field connections and repairs should be performed with couplers compatible to the overall system. For installations requiring watertight joints, it is necessary to seal the vent holes with oakum or acceptable adhesive when field cutting. The following methods are applicable to both field connections and repairs. 10.1. Soil Tight Systems If the damage is a hole or crack in the corrugation wall only and is less than one-quarter of the pipe diameter in area and the pipe is not under pavement, clean the pipe and center a spiit coupler over the damaged area and secure snugly with nylon ties. If the damage exceeds the above criteria or if the pipe is under pavement, cut out the damaged pipe, cut a replacement piece to fit, lay a spiit coupler under each exposed end, place the new pipe section in the trench and secure the coupling with nylon ties. 10.2. Watertight Systems For watertight systems, any damaged pipe should be removed and repaired using an ADS watertight field coupier. The pipe should be cut beyond the damaged area and removed. A new section of pipe, cut to fit should be inserted with a watertight field coupler placed beneath each cut end of the pipe. The ends of 9 ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14. 2002 02 362 the pipe should be clean and free of debris. The protective film over the field coupler may then be peeled back while adhering the coupler to the pipe. Once the coupler is in place, the tie-down bands may be ratcheted tight to provide a watertight seal. The protective film on the overlap seal can then be removed to complete the installation. NOTE: The above are guidelines. The final repair decision should be reviewed and determined by the project engineer. 11. CURVILINEAR INSTAllATIONS ADS N-12 pipe can be laid on a curved alignment as a series of tangent (straight sections) deflected horizontally at each joint. However, the amount of deflection is dependent on the type of joint selected. Typically, ADS Pro-Link Ultra (in-line bell) pipe joints can only accommodate small deflection angles (< 10) and maintain the silt-tight joint performance for which they are designed. Split couplers will also permit small deflection angles (approximately 10 to 30). The ADS Pro- Link WT joints can accommodate larger deflection angle (approximately 30 to 50), however; water-tightness may be affected at larger deflection angles. The following table may be used as a guide in determining the radius of ADS Pro-Link ST and WT joints and the designer should contact an ADS representative before using any ADS pipe for curvilinear installations to insure proper joint selection and performance. Max. Il. @ joint Radius (ft) per pipe length (ft) Diameter 5 10 20 4"-36" 5 degree 114 225 456 42"-60" 3 degree 191 382 764 12. POST-CONSTRUCTION Generally, no post construction is necessary for ADS pipe installations, however it is good practice to perform a visual inspection to insure proper line and grade have been achieved. It is important to understand that under normal conditions, any deflection will be realized within the first thirty (30) days after installation and generally within 2-3 days most deflection (approximately 90-95%) will be realized. This affords the inspector the opportunity to inspect the pipe shortly after installation with the ability to note deficiencies before the project is complete. The inspection should be performed after the pipe has been laid and backfilled, but may be before final paving has been placed. The following outlines various inspection methods commonly specified for flexible pipes (plastic and metal). 12.1. Visual Inspection A visual inspection will usually reveal improper line and grade as well as excessive deflection. For most projects, which specify a soil tight or silt tight joint performance, a visual inspection is sufficient to insure a successful installation. Caution is advised when inspecting pipe or entering manhole or inlet structures to insure compliance with all OSHA regulations. 10 ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14, 2002 D2 362 12.2. Infiltration/Exfiltration For systems designed for watertight applications without specifying any ASTM specification for testing. an infiltration/exfiltration test is a simple and easy method of insuring proper joint performance. For an infiltration/exfiltration test, a run of piping is tested by filling the system with water from structure to structure (manhole or inlets) and measuring the water level immediately after filling and at a later period of time (generally 24 hours). The drop in water level can then be converted to gallons/inch diameter/mile/ day and compared to the permissible level established for the project. In the absence of a specified level, 50 gal./in. dia./mi./day may be considered watertight. 12.3. Air Testing After the pipe has been laid and backfilled, each section of pipeline between manholes may be tested by a low pressure air test. Individual joints may also be tested with appropriate equipment. This test is usually for systems where performance standards require watertight joints. ASTM F-1417 may be used for air testing these systems and should be completed from structure to structure or for individual joints. Fabricated structures and fittings should not be tested to avoid damaging these components. ASTM F-1417 specifies a 3.5 psi air pressure be held for a specified length of time based on the pipe diameter with a maximum 0.5 psi pressure drop. Although the diameters listed in ASTM F-1417 only include up to 36", linear interpolation for larger diameters is generally acceptabie. 13. SPECIFICATIONS The following is a list of common material. design and performance specifications for ADS N-12 and N- 12HC pipe. This list is not all inclusive. but does include the most common applicable specifications. AASHTO M-252 AASHTO M-294 AASHTO MP 7-97 AASHTO Section 18 AASHTO Section 12 AASHTO Section 30 ASTM F 405 ASTM F 667 ASTM D 2321 ASTM F 477 ASTM F 1417 Standard Specification for Corrugated Polyethylene Drainage Tubing Standard Specification for Corrugated Polyethylene Pipe. 305 to 1200 mm Diameter Standard Specification for Corrugated Polyethylene Pipe. 1350 and 1500 mm Diameter Soil-Thermoplastic Pipe Interaction Systems LRFD Specifications - Buried Structures and Tunnel Liners Thermoplastic Pipe Standard Specification for Corrugated Polyethylene (PE) Tubing and Fittings Standard Specification for Large diameter corrugated Polyethylene Tubing and Fittings Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe Standard Test Method for Installation Acceptance of Plastic Gravity Sewer Lines Using Low-Pressure Air 11 ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October t 4, 2002 02 362 14. APPENDIX The following related documents should be consulted for additional information regarding the use of ADS N-12 and N-12HC. These documents may be obtained from your ADS representative. ADS TECHNICAL NOTES Technical Note 2.107 - Pipe Floatation Technical Note 2.108 - Chemical Resistivity Technical Note 2.109 - Flow Capacity Technical Note 2.115 - Comparative Pipe Stiffness Technical Note 2.116 - Abrasion Resistance Technical Note 2.120 - Storm Water Detention/Retention System Design Technical Note 2.130 - Structural Performance of Corrugated PE Pipe using the Burns & Richard Solution Technical Note 4.103 - Plastic Pipe Design PRODUCT NOTES Product Note 3.106 - Standard Pipe Perforations, N-12 Product Note 3.107 - N-12 Specification and Product Information 12 ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14. 2002 02 362 FILE NO. 1.7293 ACCT. NO. 248-368-5504-7167 129-367-5504-7293 135-378-5504-7286 CITY OF SAN BERNARDINO STATE OF CALIFORNIA ADDENDUM NO. TWO FOR PLANS AND SPECIAL PROVISIONS NO. 10505 FOR STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN AVENUE AND POPLAR STREET The Special Provisions for this project are hereby amended as follows: BID OPENING DATE: TUESDAY, OCTOBER 23 at 2:00 P.M. ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. TWO ON THE ADDENDUM SHEET OF THE BID DOCUMENTS INCLUDED IN PART I OF THE SPECIAL PROVISIONS. BY: DATE: RAYMOND A CASEY, Deputy Dir tor/City Engineer 1'(0'/0'- DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO SEPTEMBER, 2002 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON OCTOBER 23 .2002 02 362 FILE NO. 1.729.' ACCT. NO. 248-368-5504-7167 129-367-5504-7293 135-378-5504-7286 CITY OF SAN BERNARDINO STATE OF CALIFORNIA ADDENDUM NO. ONE FOR PLA1'\S AND SPECIAL PROVISIONS NO. 10505 FOR STREET Al\1) DRAINAGE IMPROVEMENTS 01'\ MERIDIAN A VENUE Arm POPLAR STREET The Special Provisions for this project are hereby amended as follows: BID OPENING DATE: TUESDAY, OCTOBER IS at 2:00 P.M. ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM 1'\0. ONE ON THE ADDENDUM SHEET OF THE BID DOCUMENTS INCLUDED IN PART I OF THE SPECIAL PROVISIONS. lib BY: RA YMOl'OD A. DATE: c; It if;6 z- DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO SEPTEMBER, 2002 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON OCTOBER 15 ,2002 ADDENDUM NO. ONE SPECIAL PROVISIONS NO. 10505 SEPTEMBER 18.2002 SECTION SECTlO" I ]-1.01 1-1.01 1-1.03 1-1.04 1-1.05 1-1.06 1-1.07 02 362 TABLE OF CONTENTS TITLE PAGE NUMBERS PART I ADMINISTRATIVE SECTION DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS '""" NOTICE INVITING BIDS II BID FORM v BID SCHEDULE . . . . . . . , , , , , , , , , , . BIDDER'S INFOR,'vIATlON & ACKNOWLEDGEMENT OF ADDENDUMS . n IX DESIGNATION OF SUB-CO)!TRACTORS X WORKMEl"S COMPENSA TION INSURANCE CERTIFICATION '" XI NO)l-CONCLUSION AFFIDAVIT XII BID BONTI FOR,l'y! Xlll MBE/WBE INFORMATION - GOOD FAITH EFFORTS XIV REFERENCES "",. XVll PART II SPECIAL PROVISIONS PAGE INSTRUCTIONS TO BIDDERS NUMBERS SPECIFICATIONS ~"'D PLANS ................................, I GENERAL DEFINITIOl\S STANDARD SPECIFICATIONS 2 TAXES 3 INTERPRETATION OF PLANS A)!D DOCUMENTS 3 PLANS AND SPECIFICATIONS TO BE PROVIDED 3 ADDENDA OR BULLETINS "". 3 SECTIOl'O 2 2-101 2-102 2-103 SECTIO:\ 3 3-101 3-102 3-1.03 3-104 3-105 SECTIO:\ 4 4-101 4-102 4-103 4-104 4-105 SECTIO:\ 5 5-101 5-102 5-103 5-104 5-105 5-106 5-107 5-108 5-109 BID BONDS Al"iD MBE/WBE REQUIREMENTS AND CONDITIONS GENERAL .... MI','ORlTY AND WOMEN'S BUSINESS ENTERPRISES ... M"'ORlTY, WOMAN AND OTHER BUSINESS ENTERPRISES AND CITY PROCUREMENTS ...... . . . . . . . . . . . AWARD AND EXECUTION OF CONTRACT ",................. GENERAL CONTRACT BONDS DISQUALIFICATION OF BIDDERS AWARD OF CONTRACT REQUIRED INSPECTION OF THE SITE ..... CONSTRUCTION SCHEDULE A."'D COMMENCEMENT OF WORK. TIME OF COMPLETION AND LIQUIDATION DAMAGES ........ GENERAL ... WORKING DAYS LIQUIDATED DAMAGES PROGRESS REPORTS AND ACCOUNT"'G OF CONTRACTOR WORK"'G DAYS . . . . . . . . . . INSPECTION LEGAL REQUIREMENTS ..................................... INSURA','CE REQUIREMENTS LIABILITY INSURANCE WORKER'S COMPENSATION INSURANCE PA YMENT OF PREVAILING WAGE RATE PA YROLL RECORDS CONTRACTOR'S LIABILITY ATTORNEY'S FEES AND ARBITRATION WITHDRA W AL OF BIDS IRREGULAR BIDS SAMPLE INSURANCE FORM SAMPLE INSURANCE FORM 02 362 4 4 4 5 7 7 7 7 7 8 9 9 9 9 10 10 11 II II 12 12 12 13 14 14 14 15 16 SECTIOl'i 6 6-101 6-102 6-103 6-104 6-105 6-106 6-107 6-108 6-109 6-1.1 0 6-1.11 6-1.12 6-1.13 6-1.14 6-1.15 6-1.16 6-1.1 7 6-1.18 6- 1.19 SECTIOl'i 7 7-101 7-102 7-1.03 7-104 7-105 SECTION 8 8-101 8-102 GENERAL ................................................... P\CREASED OR DECEASED QUA:\TITIES SOll\D CO;o.;TROL REQUREMEl'TS NA TIOJ\AL POLLUT AJ\T DISCHARGE ELIMIl'A TIO;o.; SYSTEM (J\PDES) REQUIREMENTS ........ . . . . . . . . PERMITS Al\1) LICENSE EXTRA WORK AND MARKUP HOLIDAYS. WORKING DA YS AND HOURS PAyMENTS..... . PROJECT APPEARANCE DISPOSAL OF EXCESS EXCA VA TED OR REMOVED MATERIAL SCRVEYf.'iG SERVICE CITY-FUR".'ISHED MATERIALS CLAYTON ACT AND CARTWRIGHT ACT PROJECT ERRORS. OMISSIONS. INCONSISTENCIES. AND/OR DISCREPANCIES ....... ....... EMERGENCY INFORMA TIOK MAINTENANCE OF EXISTING IMPROVEMENTS. CONTRACTOR'S SAFETY RESPONSIBILITY. . . . SAFETY SUPERVISOR AND MEETINGS. MEETINGS. . . PAYMENT. UTILITIES .................................................. GEJ\ERAL CONTRACTOR'S RESPONSIBILITY UTILITIES l\:OTIFICA TIO".' UTILITIES I".'TERFEREJ\CE PAYMENT.. . DESCRIPTION OF WORK ..................................... DESCRIPTION CLEAN-UP AND DUST CONTROL. . . . . . 02 062 .~ 17 17 17 18 18 18 19 19 20 20 20 20 21 21 21 22 22 22 22 23 24 24 26 27 27 27 28 28 28 8-1.03 8-1.04 SECTIO!\ 9 9-1.01 9-1.02 9-1.03 9-1.04 9-1.05 9-1.06 9-1.07 9-1.08 SECTIO!\ 10 10-1.01 10-1.02 SECTIO"i II 11-1.01 11-1.02 SECTIO"i 11-2 11-201 11-2.02 APPROVED MATERIALS PR-BlD INQUIRIES TRAFFIC CONTROL GE~ERAL TUR.l\ RESTRICTIONS PARKING RESTRICTIONS TRAFFIC LANES ACCESS TO ABUTTING PROPERTY AND ROAD AND TRA VEL LANE CLOSURE PUBLIC CONVENIENCE FLASHING ARROW SIGNS PAYMENT. MOBILIZATION ............................................. GENER."L PAYMENT CLEARI!\G AND GRUBBING. UNCLASSIFIED EXCA VA TION AND UNCLASSIFIED FILL ......................................... GENERAL PAYMENT G~ING GRADING PAYMENT SECTIO"i 12 THROUGH SECTION 13 BLA!\K 02 362 29 29 30 30 31 31 31 31 32 32 32 33 33 33 34 34 35 36 36 36 37 SECTIO!\ 14 A ASPHALT CONCRETE COLD MILLING AND ASPHALT CONCRETE OVERLAy......................... 38 14 A-1.01 14 A-1.02 14 A-1.03 14 A-1.04 GENERAL.... . CRACK SEALING ADJUSTING MANHOLE FRAMES AND COVERS AND WATER VALVE COVERS TO GRADE PAYME~T 38 39 39 40 SECTlOI" 14 B 14 B-1.01 14 B-1.02 14 B-1.03 14 B-1.04 14 B-1.05 SECTlOI" IS SECTION 16 16-1.01 16-1.02 16-1.03 16-1.04 16-1.05 16-1.06 16-1.07 16-1.08 16-1.09 ASPHALT CONCRETE (STREET RECOI"STRUCTlOI" & V-DITCH) GENERAL SOIL STERILIZATION ADJUSTING WATER VALVE COVERS TO GRADE ASPHALT CONCRETE V-DITCH PAYMENT..... . BLANK PORTLAND CEMENT CONCRETE ........................... . GENERAL PCC CROSS GUTTER PCC DRIVEWAY APPROACH AND DRIVEWAY PCC SIDEWALK... PCC HANDICAP RAMP AND ACCESS .. VARIABLE HEIGHT PCC CURB & GUTTER CONCRETE COLLAR .......... MODIFIED LOCAL DEPRESSION PAYMENT. . SECTlONI7 THROUGH SECTlONI9 - BLAI"K ............................ SECTION 20 20-1.01 20-1.02 THERMOPLASTIC TRAFFIC STRIPES ......................... THERMOPLASTIC TRAFFIC STRIPES PAYMENT .. SECTION 21 THROUGH SECTION 22 BLANK SECTION 23 23-1.01 23-1.02 SECTION 24 ROADSIDE SIGI"S ........................................... GENERAL PA YMENT BLAJ"IK .................................................. " -.- 02 H32 41 41 41 41 42 42 43 44 44 44 44 44 44 44 44 44 45 46 47 47 47 48 49 49 49 50 SECTIO"i 25 25-1.01 25-1.02 25-1.03 25-1.04 25-1.05 25-1.06 25-1.07 25-1.08 25-1.09 25-1.10 25-1.11 25-1.12 25-2.01 25-2.02 25-2.03 25-2.04 25-2.05 SECTIO"i 26 26-1.01 26-1.02 26-1.03 26-1.04 26-1.05 26-1.06 26-1.07 RELOCATION AND REPLACEMENT OF WATER FACILITIES ... GENERAL COJ\DITIO~S INSPECTION CAL OSHA SAFETY CODE DEFECTIVE WORK OR MATERIALS MAINTE:-;A~CE OF EXISTIJ\G IMPROVEME"TS MA TERlALS ... EXCA V A TIOJ\, TREJ\CHING AND BACKFILL PAVEMENT REPLACEMEJ\T IJ\STALLATION CONNECTIOl'S WITH EXISTING SYSTEM SALVAGING WATER FACILITIES GENERAL FLUSHING AI'D DISINFECTION PRESSURE TESTS AND LEAK.A,.GE TESTS ACCEPTA~CE P A YMEJ\T INSTALLATION OF HIGH DENSITY POLYETHYLENE PIPE WITH SMOOTH I"iTERIOR, CORRUGATED EXTERIOR WITH BELL AND SPIGOT JOINTS ........................................ GENERAL TRENCHING, BACKFILL AND BEDDING TIME AND LENGTH REQUIREMENTS FOR OPEN TRENCH DISPOSAL OF EXCESS EXCA V A TED OR REMOVED MATERIAL BACKFILLING, BEDDING AND DENSIFICA TION ............... RELOCA TION AND ADruSTMENT OF SEWER LATERALS PAYMENT " - 02 I) 62 .:J 51 51 52 52 53 53 53 53 55 55 55 59 59 60 60 61 61 61 62 62 62 62 63 63 63 63 SECTIOC'i 27 MODIFIED DRYWELL WITH ASPHALT CONCRETE APRON 27-1.01 GENERAL 27-1.02 ASPHALT CONCRETE DEPRESSED APRON 27-1.03 PAyMENT...... . SECTION 28 THROUGH SECTION 33 BLA.NK .......................... SECTION 34 A ADJUSTING OF MANHOLE FRAMES AND COVERS 34 A-1.01 GENERAL 34 A-1.02 PAYMENT SECTION 34 B RELOCATION AND ADJUSTMENT OF SEWER LATERA.LS 34 B-1.01 GENERAL 34 B-I.02 DISPOSAL OF EXCESS EXCA V A TED OR REMOVED MATERIAL 34 B-1.03 BACKFILLING. BEDDING AND DENSIFICA TION 34 8-1.04 ASPHALT CONCRETE ... 34 B-1.05 PA YMENT SECTION 35 THROUGH SECTION 49 BLA.NK SECTION 50 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT ................................. 50-1.01 GENERAL 50-1.02 PAYMENT 'VIA"iUFACTURER'S INSTALLATION INSTRUCTIONS & DETAILS STANDARD DRAWINGS AGREEMEC'iT 02 362 65 65 65 65 66 67 67 67 68 68 68 68 69 70 71 72 72 73 02 362 PART I ADMINISTRATIVE SECTION 02 362- DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS The "Bid and Contract Documents" for this project consists of three (3) Parts as follows: 1. PART I - Administrative Section 2. PART II - Special Provisions The above 2 parts are bound together in one (1) manual titled "Bid and Contract Documents" 3. PLANS - One (I) separately bound set STREET AND DRAINAGE 11\1PROVEMENTS ON MERIDIAN :\ VE~L'[ AND POPLAR STREET CITY OF SAN BERNARDINO Contents for Bid and Contract Documents.doc 02 26? Engineer's Estimate S 117,066.00 NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for: STREET & DRAINAGE IMPROVEMEl\'TS ON MERIDIAN AVENUE AND POPLAR STREET in accordance with Special Provision No. 10505 in file in the Office of the City Engineer, Third Floor, San Bernardino City Hall. Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California with the Specification title and number clearly marked on the outside of the envelope. The unit price must be written in words and also shown in figures. Said bids will be received up to the hour of 2:00 p.m., on October 8, 2002 , at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. No bid will be received unless it is made on a bid form furnished by the City with the unit price written in words and also shown in figures for each item, and with the total of each item and total of all items filled in. All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (I 0%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute said contract, the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damages. Therefore, the City and the bidder agree that the above sum of 10% percent shall be paid to the City upon the condition above set forth as liquidated damages and not as a forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better and bonds issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570, who is authorized to issue bonds in California. 11 D2 "t:'':) J, v,L Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of conracts under jurisdiction of said Mayor and Common Council. Said prevailing rates of wages shall conform to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department ofIndustrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available at the City Clerk's Office, and available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov. Future effective general prevailing wage rates, which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. The Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the contract as provided for in Section 22300 of California Government Code and Section 10263 of the California Public Contract Code. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any sub- contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. The Contractor shall possess a Class" A" License or Appropriate Specialty License(s) at the time the contract is awarded. The prime Contractor shall perform, with his own organization, contract work amounting to at least 50 % of the contract price. A Non-mandatory Pre-Bid Meeting will be held on Tuesday , October 1, 2002 ,at 2:00 p.m. in the office of the City Engineer, Public Works Division of Development Services, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to provide information, to answer questions and inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the City's outreach program as it relates to minority hiring and participation. Bidder's attendance at this meeting is recommended, but the prime may certifY that they are familiar with the program and attendance is not required. Attendance and/or certification may be used as part of the good faith effort. The City of San Bernardino reserves the right to waive any inforn1alities or inconsequential deviations from contract specifications, or to reject any and all bids. No bidder may withdraw his bid within ~ working days from the date of bid opening. The City reserves the right to take all bids under advisement for a period of 90 days. 111 02 362 Plans and Specifications may be obtained from the City Engineer's Office, third floor, City HalL 300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment of S15.00 for each set if picked up in person. Upon request, the Plan and Special Provisions may be mailed for an additional charge of $5.75 per set. If there are any questions regarding this project, please contact in writing the City Engineer's Office as follows: City Engineer's Office Subject: Street & Drainage Improvements On Meridian Avenue and Poplar Street Third Floor San Bernardino City Hall 300 North "D" Street San Bernardino, CA 92418 Attention: Lupe Camacho, Project Manager Tel: (909) 384-5110; Fax: (909) 384-5155; E-mail: camacho_lu@ci.san-bernardino.ca.us Responses in writing will only be provided to inquires submitted in writing. CITY OF SAN BERNARDINO t- _/1, './ ." . . ' ., "'- 1<' /Iv, i.' (c. RACHEL CLARK . i . '. City Clerk ;. ,./ ,," ;, NOTICE TO ADVERTISE SPECIFICATION NO: 10505 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE: 9/9/02 & 9/14/02 SECOND PUBLICA 1I0N FIVE DA YS LATER SIGNATl)'RE: DATE: lV 02 362 BID FOR.M TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plan and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials, transportation and service for the STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN A VENUE AND POPLAR STREET in strict conformity with Plans and Special Provisions No. 10505, of the Public Works Division, Department of Development Services for the City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2002 Edition. Undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices, to-wit: v BID SCHEDULE PLAN NO. 10505 02 362 STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN AVENUE AND POPLAR STREET ITEM QU.~"iTITY U1\'IT DESCRIPTIO1\' OF ITEMS AND t::"\IT PRICE WRITTEN IN WORDS LS Mobilization. at the Lump Sum price of ~~ Dollars & '11..0 Cents UNIT PRICE I!'\ FlGt:RES TOTAL 2 LS S 3000. ol> LS Clearing and Grubbing, Unclassified Excavation and Unclassified Fill, at the Lump ~m.-.....J. .j~~~ Dollars & '-t"\.o Cents ]. LS S '14-0b. 00 LS Traffic Control. at the Lump Sum price of ~~_.. Dollars & ~ Cents LS S 3000.00 4 LS Grading, at the Lump Sum price of ~~~~~Dollars& Cents LS S 3500.0"0 5. 750 LF ~~ Install City-provided HDPE Pipe and Three (2'X3') Curb Inlets, at per Lin. Fe price of ~. Q~.. 41 Dollars & If '-f\O Cents s.J8,oo ILF 00 ~IJOOO - S 11,Sg~ QG- tcV (, EA Relocation and Adjustment ofSe\,:er lateral, at per Each pnce of , ~ Dollars & Cents '-'N:> 1 00 s 500- lEA ,. 00 S ""1.1500- lAOO SF J.C~C Cross Gutter ,~ , at per Sq. Ft. price of Dol\ars& Cents ,fU! S "', S ~?'fOO.OO ISF s. 2.600 SF pee Residential Driveway, Driveway .'1.~Ch and Sidewalk. at per Sq. Ft. price of r.... . Dollars & Cents 500 S .- 00 S 13 ,ODD - ISF 9. ] EA pee Handicap Ramp and Access at ] Locations, as shown on the Plans, at per Each pnce oro_ II. ^ I _+ '/I..., ~~~~~Dollars& ~ Cents 00 00 SI"SO-/EA stf,qSO- VI 02 "6 ') ~ BID SCHEDULE PLAN NO. 10505 STREET A.I'I/D DRAINAGE IMPROVEMENTS ON MERIDIAN AVENUE AND POPLAR STREET ITE:\ I QUAI'iTITY {;'iIT DESCRIPTION OF ITEMS AND UI'iIT PRICE WRITTEI'i II'i WORDS {;NIT PRICE I!\ FIGURES TOTAL 10. 500 Lf Variable Height pee Curb and Gutter, at per Lin. Ft. price of 01u",-h. ~u I Dollars & Cents s ~3.00 ILf 'I 00 skSM- 11. EA Con~ at Ref .Each price of ~ ~'"ibf--Dollars & '1\.c Cents tJ 00 S /lc-71 0..9 s 75D - lEA LVv ~ !\Iodified pee Local Depression. at per Each rice f 12. 3 EA -n.n Dollars & Cents 00 sI6~() - lEA OD s '1'1 SO - 13. 161 TN Asphalt Concrete Pavement including \\later Jive Adjusts to grade, at per Ton price of 'li'Jtl- -tyt:;;."f H J'!) Dollars & "--'1"\.0 Cents S 7:1 ~ s I~, 36'1 6.E TI\ 14. 380 TI\ Asphalt Concrete Grind & Asphalt Concrete Overlay including Manholes and V.later Valves Adjusts to grade, at per Ton price of ~ kL._:"~ Dollars & 60 ..!! '-t1..c Cents S IOD - /TN S 3e.DOO ]5. EA Adjust Manhole Frame & Cover to grade at the Intersection oftv1cndian A\'cnue & Poplar ~t.1A;~h~Of Dollars & (JO DO '1'1.0 Cents S /,000 -lEA S /, ()OO - 1(, LS !\Iodified DfJ.well wIth Asphalt Concrete APron~n pncc of ~ ~t..'rb Dollars & S ~OO ~ Cents LS 17 100 LF Asphalt Concrete V-Ditch. at per Lin. Ft. ~ Dollars & oj' 00 '-I\.n Cents sOlO /LF S ;).00 () VI! 02 362 BID SCHEDULE PLAN NO. 10505 STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN AVENUE AND POPLAR STREET DESCRIPTION OF ITEMS AND UNIT PRICE ITEM OUANTITY !!Jill: UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL 18. 6 EA Relocation & Replacement of Water Service ~ {tcilities, at ~ Dollars & 00 0-0 _AiWl . t9 '-1\.b Cents $ "50 - lEA $ 3croo 19. 2 EA Relocate Roadside Sign on Single Post, at f. r Of Dollars & '11-0 Cents 00 /bOOE $ go- lEA $ 20. 2 EA 4::r,dSide Sign on Single Post, at ~ Dollars & "1\..0 Cents 00 00 $aOO- lEA $ I.j.oo- 2l. LS Thermoplastic Traffic Striping, as shown on thePlans,att~m~of~ 00 ~o ~~~ . f, 150 '1u:> Cents $ IbOS - LS $ Ibo~ - 22. 4 EA Remove and Replace Traffic Detector Loops, h~ Dollars & 00 O~ '-M) Cents $ bOll - lEA $ .;1.400 TOTAL BID $ co -fiH,9ti- DO /54483 -W/ NOTES: The unit price must be written in words and also shown in figures. The total price must be extended for each item of work and the total of all items inserted in the spaces provided. All blank spaces appearing above must be filled in. V11l ADDENDUM NO. THREE SPECIAL PROVISIONS NO. 10505 October 14, 2002 02 362 It is the understanding of the undersigned that the work hereinabove described shall be commenced within 10 working days from the date of the "Notice to Proceed", and shall be completed within 45 working days from the date of said notice, as directed in Section 4 of these Special Provisions. The undersigned further agrees that in case of default in executing the contract, or furnishing necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this bid shall be paid to the City of San Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE NO.: '1~ '1~.2 fa CLASSIFICATION: If i l? EXPIRATION DATEj/-OtP-OZ. FIRtVlNAME:INTERNATlDNAL ft:wEfTleIVT SOLuno1J-S .z:N'- BUSINESS ADDRESS: P.o. Bot loLl-51! SAN ~AR.D/1JO } M 9d.4:L3-o4-.::l "" BUSINESS PHONE: '\t><\- '1'1 L\- -;;l.\ 0 I CELL PHONE: 'l oq- ~o e - % ~~ If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individuals, co-partners composing the firm. If a corporation, state legal name of the corporation, also the names of the president, secretary, treasurer and manager thereof. ('~"ORI+II oN Legal Slallls (j( Firm Is Bidder currently a certified DBP Yes ~ NAME (S) ADDRESS (ES) Vll.\.l\5 ~,'Rt'i:bEn 1'\I~\tR~' ~5 C~u..E~\tC.lu..o ~E.tl.tLA,~ <\'2.S90 ~~t).\i C.~lE6eR., V.P2ES.\SEC.. \8?l~ Q.Loue-n. ~t, \~~lWl\c"QA Qa.31Y_ . SIGNATURE OF BIDDER: ~~~ Dated: Cl::.t.:t I , ,2002 BIDDERS ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO.1 v DATE: q-lli'-o ?- ADDENDUM NO.2 v DATE: (0-9-0 'l.. ADDENDUM. NO.3 V DATE: 10-15-0'J.. IX 02 36: l~TER.J".l\l' IDMAl 'PP.VE"M.'E.N.T SOlUnOMS .r.NC. BIDDER'S FIRM NAME DESIGNA nON OF SUB-CONTRACTORS In compliance with the provisions of Section 4100-4110 of California Public Contract Code of the State of California, and any amendments thereof, each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to the Contractor. Name & Address Under Which Licensed Agency & No. of MBE/WBE CERT. (If Applicable) Sub-Contractor's Phone-No. Sub-Contract Amount Work to Be Performed 111./ -S:.1.o -liD;!, 7 DO $ a.OOO- ~t:~ l~G~T q"IoS.~5~. (j,^~O.. ~ (l)r '~tbLj lY113tf ~T-orl8R" 2.s,..t:>\l.Il,I-l1l.Q. ('.II.We.. Mia!!! \QSOM. flTU;tRALb c.T.;;,).8cH~li R\~.et. "l;l..3'j, '/0<1- 81~,::L~'?l3 $;LocO o~ STeiP/Me" , J. $ 4. $ 5. $ IF ADDITIONAL SPACE IS REQUIRED, PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK x 02 362 WORKMEN'S COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code requiring every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor: NAME OF FIRM: j}\iEJ~.ruAA1OMl\L 'PflIJ~(\I\E"llT <:,ow..\:no~~ .+:>>c.. . BY: ~~ -::::::!!!: -- TITLE: /)_ fRIS. / see. , DATE: ~-roe,ef(. ~:;l., ;l.oo~ Xl 02 362 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page wIll result in rejectlOn of bid.) NON-COLLUSION AFFIDAVIT To the DIVISIon of Public Works. Department of Development Services, City of San Bernardino. State of California: The undersigned in submitting a bid for performing the following work by contract, being duly sworn. deposes and says: , That he or she is of the party making the foregoing bid, that the bid is not make in the interest of. or on behalf of, any undisclosed person, partnership, company, association. organization. or corporation: that the bid is genuine and not collusive or sham: that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding: communication, or conference with anyone to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. or to secure any advantage against the public body awarding the contract on anyone interested in the proposed contract; or take ny action in restraint of free competitive bidding in connection with such contract; that all statements contained in the bid are trUe; and further. that the bidder has not, directly or mdirectly. submitted his or her bid price or any breakdown thereof, or data relalIve thereto, or paid. and will not pay, any fee to any corporation, partnership, company association, orgamzalIon. bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. F,m, liam,~~R.~I\-TIOMI\L P~EM1=tJT~rrDNS We. Print Name !lre-ur tJ- R/(~GtRL ~ ~~~~ :])rI{(fW1I710N4'- (J/J{j8f/gJr6IUtTIPAlG ..piC. V.D.~O'1- \D~"&, CJ:I.", ~lU,U\~fIJO) ~ q~~~.., Business Address /f33 c'LOtJerl-Sf./ ~/lS(!JI 90>.-35'7 Place of Residence Subscribed and sworn to before me this ~:;l" day of L:c"'t"n ~ ,2002. ~~lrJ() - - - :1 l- - - - ~;;~N~~SCOBEDO . commission # 12119- ~ _. Notary Public - coftltllria ~ ~ son &emOfdlno countY ~ _ _ ':"!:a:""~~.~31.~ " My CommlsslOn expires on ~~ "":> \ ,~Oo Year Xli .. - 02 362 FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, International Pavement Solutions, Inc. as Principal, and Colonial American Casualty and Surety Company as Surety, are hereby and fundy bound unto the Citv of SaD BerDardiDO ,State of California, hereinafter referred to as "Obligee" in the penal sum of ten percent (10%) of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors,. administrators, successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: WHEREAS, the Principal has submitted to Obligee. a certain Bid, attached hereto and hereby made a part hereofto enter into a contract in writing, for the Bid No: 10505, Meridian and Poplar Street Asphalt, Concrete, Signs, Striping and Drainage. (Copy here the exact title description of work. including location as it appears an the proposal) for which bids are to be opened on October 23,2002 @ 2:00pm. ( (nsert dale of opening) NOW, THEREFORE, a. If said Bid shall be rejected, or in the alternate, b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto ( properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract. and shall in all other respects perform the agreement created by the acceptance of said Bid. then this obligation shall be void; otherwise, the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such Bid; and said Surety does hereby waive notice ohny such extension. Signed. this 18th day of October , 202l.-. IN WITNESS WHEREOF, the Principal and the Surely haYe hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first mentioned. SEAL Comp'any Colonial American Casualty and Surety (1.S.) j)~!:!1 S c. RleBe11, ~rf~~It-t.-PIJ~SoL. :, [f:]4!L~1i ,., Richard Allen Beall, Attorney In Fact xiii 02 36Z CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT =~. State of California County of ~CUL ~ev tVl V ~,( ~ f) D } ss. On ame(s)ofSigner(s) 'i personally known to me o W~"O,", 19 R=l9 SR tt:l,:, h'!:lcic nf c~tid::lr.tnry g"id9Rg9 personally appeared 18- - - - ~~~~~f:- I ~ -., PIlbIlc. CaIifDmlll f ~ 8M Bomanllno Counlr - _ _ _ ~:-:."~~l~~f to be the person(e} whose name(ej is/...... subscribed to the within instrument and acknowledged to me that he/sha'tl,J, executed the same in his/h....,,'t1.Gir authorized capacity{fest, and that by his/~er.'tRBir signature(s+ on the instrument the person(&!, or the tity upon behalf of which the person(sf act d ex uted the instrument. .1 Signatu " OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. .1 Description of Attached Document ~ r n.l .n _ J TItle or Type of Document: \W V\J\- lli Jt21 ~ m Ib----- Document Date: 'D~ '1DDr- Number of Pages: Signer(s) Other Than Named Above: J No 'D\-G, ~v <61. rr-- ~ Capacity(ies) Clajli)ed by Signer Signer's Name: ~ r lillv ~ A ll14L-~ [All - . Top oi thumb here D Individual o Corporate Officer - Title(s): D Partner - [J Limited ,_ General i>> Attorney-in-Fact o Trustee D Guardian or Conservator o Other: I ., I Signer Is Representing: ,I ~'X 1!:l1999 National NolaryAssoclation' 9350 De Solo Ave, PO Bo~ 2402' rth.CA91313.2402owww.nlltionlllnolaryorg Prod. No. 5907 Reorder CIIIITolI-Freel.800-876.6827 02 362 CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT ~~..m~~~~~~~~ State of cali~ . County of ~ } ss On tkJ; .2-1 1 OJ. 00 ;).. before me, \\IANCY ESCOBEDO Date ~81AJt .s NameaodT,tleotOllicer(eg_ "Jane Doe, NotaryPoblic") a. I?t€G~ personally appeared Name(s)01 Signer(s) r - - - -N;N;'f~;o;~J ~ commIsSIon' ,-- ~~~.l ~ersonally known to me ::: proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. ~S my hand and official seal. OPTIONAL Though the information below;s not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document BID BON /J /0 !t a!o 2.. Title or Type of Document: Document Date: Number of Pages: I Signer(s) Other Than Named Above: f.lfi;u~, /I!lL- JAlAlI Capacity(ies) Claimed by Signer Signer's Name: f;e1.N /6 (J. WIt:; h,t:;/) . Top 01 Ihumb here Ci Individual r.\ ~orporate Officer - Title(s): , Jl.cu:l /"C~ Partner - ::J Limited l, General C Attorney-in-Fact ::J Trustee e Guardian or Conservator ::J Other: Signer Is Representing~~ 'I ~~,I ~,.,'<i<"..~~~~'!X.'<X.~"""",*,~~~^lX.^"&~~~~~~c"', 01999 National Nolary ASSOCI"llor' 9350 De SalO Ave, PO Bo. 2402. Chatswo~h, CA 913\3-2402' wwwnationalnolaryor9 Prod No. 5907 Reorder' Cali Toll-free '.800-876-6827 02 362 Power of Attorney COLONIAL AMERICAN CASUALTY AND SURETY COMPANY HOME OFFICE: 3910 KESWlCK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN BY THESE PRESENTS: That the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice Preside!,\~ J. G. H~MILTON, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of t~e B - ~"tIf said CQIlI~y, which are set forth on the reverse side hereof and are hereby certified to be in full force and n th~dat ~~'f,"'does hereby nominate, constitute and appoint Riehard Allen BEALL and Karen Jean BJO~ D, both . lItands, California, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal ~~eriver, for~ its behalf as surety, and as its act and deed: any and all bonds and undertakings, each in ";~alty not t,~.t'ed the sum of SIX MILLION DOLLARS ($ 6,000,000) and the execution of such bonds <l{ Qftriakings i'> .1~rsuance of these presents, shall be as binding upon said Company, as fully and amply, to all l~ and purpQ~}l~f they had been duly executed and acknowledged by the regularly elected officers of the Comp~Yal its offic~1Illl1ITmore, Md., in their own proper persons. The said Assistant Secretary does hereby ce~he extract set forth on the reverse side hereof is a ttue copy of Article VI, Section 2, of the By-Laws of said comp3l}~i~d~ now in force. IN WITNESS WHEREOF, th~ ~ice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the illlid COLONIAL AMERJCAN CASUALTY AND SURETY COMPANY, this 7th day of September, A.D. 200 1. ATTEST: COLONIAL AMERICAN CASUALTY AND SURETY COMPANY 6~~ By: Assistant Secretary Paul C. Rogers ~ J. G. Hamilton Vice President State of Maryland } 55' County of Harford . On this 7th day of September, A.D. 2001, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and J. G. HAMILTON, Assistant Secretary of the COLONIAL AMERJCAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. ~~. Patricia A. Trombeui Notary Public My Commission Expires: October 9,2002 02 362 PART II SPECIAL PROVISIONS 02 <;6' , ~ -,;J .-_ SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION I SPECIFICATIONS AND PLANS 1-1.0 I GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for the Public Works Construction, 2002 Edition, and City of San Bernardino Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used, thev shall be understood to mean and refer to the following: . ~ Al!ency The City of San Bernardino. Board The Mayor and Common Council for the City of San Bernardino. City Enl!ineer The City Engineer, Division of Public Works, Department of Development Services for the City of San Bernardino. Laboratory The laboratory to be designated by the City of San Bernardino to test materials and worked involved in the contract. Office of the District - Whenever, in the Standard Specifications, reference is made to the office of the District or the District's office, such references shall be deemed made to the City of San Bernardino's Development Services Department office, located in the City of San Bernardino's Development Services Department. The City of San Bernardino's Development Services Department mailing address is: City of San Bernardino . Development Services Department 300 North "D" Street, 3rd Floor San Bernardino, CA 92418 02 362 Standard Specifications - Standard Specifications for Public Works Construction. Other terms appearing in the Standard Specifications, and these Special Provisions, shall have the intent and meaning specified in Section 1-2, "Definitions", in the Standard Specifications. 1-1.03 STANDARD SPECIFICA nONS - The Standard Specifications for the Agency are contained in the most current edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", 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. The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, Special Provisions, or other contract documents. Only those Sections requiring amendment or elaboration or specifying options are called out. In case of conflict between the Standard Specifications and the Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. References in the Special Provisions to "CAL TRANS Standard Specifications" shall mean the Standard Specifications (July, 1992) of the State of California, Department of Transportation. References in the Special Provisions to Standard Plans shall mean the Standard Plans for the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for this project are contained in Appendix A of these Specifications. Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place, that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the Contract. Plans and specifications must conform to the requirements of the City of San Bernardino, American Concrete Institute (ACI), Uniform Building Code (UBC), Caltrans Standard Specifications, these Special Provisions and the Standard Specifications for Public Works Construction (green book) latest edition. 2 .. - 02 36'2: 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use Tax. or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be mailed, faxed, or delivered to each person receiving a set of such documents. The Engineer will not be responsible for any explanation or interpretation of the proposed documents. 1-1.06 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The City will provide the Contractor with five (5) sets of Plans and Specifications at no cost after the Award of Contract. The Contractor shall obtain all additional sets at its own cost. 1-1.07 ADDENDA OR BULLETINS -- All Bidders are advised as to the possibility of issuance of addenda affecting the items, scope or quantity of the work required for this project. Each Bidder shall be fully responsible for informing themselves as to whether or not any such addenda have been issued. 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. Failure to cover in a bid any such addenda issued may render the bid irregular and may result in its rejection by the City. 3 02 362 SECTION 2 2-1 BID BONDS AND MBE/WBE REQUIREMENTS AND CONDITIONS 2-1.0 I GENERAL -- Bids must submitted on the bid form contained herein. All bids shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given a guarantee that the bidder will enter into the contract, if awarded to him. In ~ - the event the bidder, to whom the contact is awarded, refuses to execute said contract, and/or fails to file the necessary bonds and insurance certificate within ten (10) working days after the date of the City's Notice of Award, the Bidder shall forfeit to the City the bid bonds. By not executing the contract, the use by the public of the improvements will be delayed and the public will suffer great damage. From the nature of the case, it would be extremely difficult and im- practical to fix said amount of damage. Therefore, the City and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the City as forfeiture. Bid bonds shall be underwritten by a surety company having a rating Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in California. Any bid submittal not accompanied by such bid bonds will not be considered. 2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for establishing goals for participation of Minority and Women's Business Enterprises (MBE/WBE) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the Standard Operation Procedures dated January 1994. Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other business enterprises. Prime bidders could reasonably be expected to produce a level of participation by interested subcontractors of -10- % MBE and ~% WBE on this project. Bidders shall make every reasonable effort to solicit bids from MBE/WBEs. A justification shall be provided to support the rejection of any bid from a minority or women's business enterprise, certified by Caltrans. 4 02 362. 2-1.03 MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES AND CITY PROCUREMENTS -- It is the policy of the City of San Bernardino to provide Minority Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an equal opportunity to participate in the performance of all City contracts. Bidders shall assist the City in implementing this policy by taking all reasonable steps to ensure that all available business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for and participate in City contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all other business enterprises shall be determined by the following factors: (1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the City to inform all bidders of the requirements for the project for which the contract will be awarded. The City may waive this requirement if the bidder certifies it is informed as to those project requirements. (2) The bidder identified and selected specific items of the project for which the contract will be awarded to be performed by sub-contractors to provide an opportunity for participation by MBEs, WBEs and other business enterprises. The bidder shall, when economically feasible, divide total contract requirements into small portions or quantities to permit maximum participation ofMBEs, WBEs and other business enterprises. (3) The bidder advertised for bids from interested business enterprises not less than ten calendar days prior to the submission of bids, in one or more daily or weekly newspapers, trade association publications, minority or trade oriented publications, trade journals, or other media specified by the City. (4) The bidder provided written notice of its interest in bidding on the contract to those business enterprises, including MBEs and WBEs, having an interest in participating in such contracts. All notices of interest shall be provided not less than ten calendar days prior to the date the bids were required to be submitted. In all instances, the bidder must document that invitations for sub-contracting bids were sent to available MBEs, WBEs and other business enterprises for each item of work to be performed. The Mayor's Affirmative Action Office shall be available to help identify interested MBEs, WBEs and other business enterprises. (5) The bidder documented efforts to follow up initial solicitations of interest by contracting the business enterprises to determine with certainty whether the enterprises were interested in performing specific portions of the project. (6) The bidder provided interested enterprises with information about the Plans, Specifications and requirements for the selected sub-contracting work. 5 02 "62 (7) The bidder requested assistance from organizations that provide assistance in the recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen days prior to the submission of bids. (8) The bidder negotiated in good faith with interested MBEs, WBEs and other business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any enterprises, as determined by the City. As documentation the bidder must submit a list of all sub-bidders for each item of work solicited, including dollar amounts of potential work for MBEs, WBEs and other business enterprises. (9) The bidder documented efforts to advise and assist interested MBEs, WBEs and other business enterprises in obtaining bonds, lines of credit, or insurance required by the City or Contractor. If the City has established expected levels of participation for MBE and WBE sub- contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A determination of the adequacy of a bidders' good faith effort must be based on due consideration of the indicia of good faith as set forth above. In the event that the City is considering awarding away from the lowest bidder or not awarding a contract to a proposed bidder because the bidder is determined to be non-responsive for failure to comply with the good faith indicia set forth above, the City shall, if requested, and prior to the award of the contract, afford the bidder the opportunity to present evidence to the Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its outreach. In no case should the City award away pursuant to this program if the bidder makes a good faith effort but fails to meet the expected levels of participation. F or the purposes of this Policy, "minority" shall be synonymous with "minority person" as defined in California Public Contract Code Section 2000(f). Nothing herein restricts the discretion of the City to reject all bids in accord with Charter Sections 140 and 238 or Chapter 3.04 of the San Bernardino Municipal Code. The directions set forth herein shall take effect immediately, and all City Departments shall modify their implementation programs to the extent such programs are inconsistent with this policy. 6 02 .362 SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL -- Award of the contract will nonnallv be made bv the Mavor and " .i . the Common Council at the first or second regular meeting following the opening of the bids. The bidder, to whom the contract is awarded, shall file with the Engineer all required bonds and insurance policies, and execute the contract within 10 calendar days after receiving notification of the award. Failure to file the stipulated documents and execute the contract within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the City as liquidated damages. 3-1.02 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the contract is executed by the City in accordance with Section 2-4, "CONTRACT BONDS", of the Standard Specifications. The contract bonds, including payment Bond (Material and Labor Bond) and Perfonnance Bond shall be underwritten by a surety company having Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in California. 3-1.03 DlSOUALIFICA TION OF BIDDERS -- In the event that any Bidder acting as a prime contractor has an interest in more than one bid, all such bids will be rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also submit a fonnal bid as a prime contractor. No contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code. 3-1.04 AWARD OF CONTRACT n Following a review of the bids, the City shall determine whether to award the contract or to reject all bids. The award of contract, if made, will be to the lowest responsible Bidder as determined solely by the City. Additionally, the City reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any irregularity and to take the bids under advisement for the period of time stated in the legal notice inviting sealed bids as may be required to provide for the best interest of the City. The Contractor's original signature on the Bid form shall constitute a commitment on the part of the Bidder to furnish the items as set forth in the Bid Form, the Instructions to Bidders, the Plans, the Special Provisions and the Notice Inviting Bids. The Bidder to whom the contract is awarded shall be notified upon approval of the contract by the City Council. The Notice Inviting Bids, the Instructions to Bidders, the Bid Form, the Plans, Special Provisions and Standard Specifications, Addendum, together with any attachments, shall be considered as part 7 02 362 of the contract between the City and the Contractor to whom a Bid is awarded. In no ewnt will an award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. 3-1.05 REQUIRED INSPECTION OF THE SITE n A. Bidders are required to inspect the site of the work to satisfy themselves by personal examination, or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions, including subsurface, of, and at, the site of the work. B. If, during the course of examination, a Bidder fmds facts or conditions that appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of the following: I. The site of the work. ') Access to the site. 3. All other data and matter requisite to the fulfillment of the work. 4. The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the work under the Contract. 5. The conditions to be encountered. 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. 8. The requirements of the Specifications, Plans, any addenda, or any other Contract Documents. D. The information provided by the City is not intended to be a substitute for, or a supplement to, the independent verification by the Bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. 8 02 362 SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK TIME OF COMPLETION AND LIOUIDATION DAMAGES 4-1.01 GENERAL Attention is directed to the provisions in Section 6-1, "Construction Schedule and Commencement of Work", in Section 6-7.1, "Time of Completion" and in Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special Provisions. 4-1.02 WORKING DAYS -- The Contractor shall diligently prosecute the work to completion before the expiration of .J.L WORKING DAYS from the date of the "NOTICE TO PROCEED". 4-1.03 LIOUIDA TED DAMAGES -- The Contractor shall pay to the City of San Bernardino the sum of $500.00 per day for each calendar day's delay in finishing the work in excess of the number of working days prescribed above. In case all the work called for is not completed in all parts and requirements within the time specified, the City shall have the right to grant or deny an extension of time for completion, as may seem best to serve the interest of the City. The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of such delay, notify the City, in writing, of the cause of the delay. The City will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. The Contractor's proposed Construction Schedule shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Award of the Contract. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph. 9 02 362 4-1.04 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. Delete Section 6-7.3 Contract Time Accounrinz. The Engineer or his/her designee will make a daily determination of each working day to be charged against the contract time. Per contract written request, the Engineer will provide working and non-working days to the Contractor. 4-1.05 INSPECTION The contractor is responsible to notify the Public Works/Engineering Division 48 hours prior to start of any work. Any work performed without inspection by the City is subject to rejection and removal of work performed, and at contractor expense, the work will have to be reconstructed. At the inspector's request and the contractor's expense, any pipes less than 24" must be inspected by camera for joint grouting and any other inspection. For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS, WORKING DAYS AND HOURS". 10 02 362 SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 INSURANCE REQUIREMENTS -- Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The Contractor shall indemnify and hold harmless the City of San Bernardino, the State of California, the County of San Bernardino and/or any incorporated city from all claims or suits for damages arising from the prosecution of the contract work, as more fully described in Subsection 5-1.06, "Contractor's Liability". The Contractor agrees to protect, defend and indemnify the City of San Bernardino against loss, damage or expense by reason of any suit claims, demands, judgements and causes of action caused by the Contractor, its employees, agents or any subcontractor, or by any third party arising out of or in consequence of the performance of all or any operations covered by the Certificate of Insurance. The Contractor, at its option, may include such coverage under Public Liability coverage. 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section 7- 3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall furnish the City with a policy or certificate of liability insurance prior to execution of the contract. All of the Insurance Policy shall name the City of San Bernardino as additionally insured. The endorsement shall be provided by/or agent of the insurance company and shall be notarized to that affect. ACCQRD Forms are not acceptable nor forms signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) Contractor shall maintain minimum limits of insurance no less than: 1. General Liabilitv: $1,000,000.00 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. ') Products/Completed: $1,000,000.00 II 02 362 , :J. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage. 4. Emplover's Liability: $1,000,000.00 per accident for bodily injury or disease. ). Course of Construction: Completed value of the project. A combined single limit policy with aggregate limits in an amount of not less than TWO MILLION DOLLARS ($2,000,000.00) shall be considered equivalent to the said required minimum limits set forth hereinabove. 5-\.03 WORKER'S COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Worker's Compensation Insurance", of Standard Specifications, providing that the Contractor shall file a signed certification Certificate of Worker's Compensation Insurance before execution of the contract. 5- \.04 PAYMENT OF PREY AILING WAGE RATE -- The Contractor and all subcontractors shall pay each craft or worker employed on this project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90-358. Prevailing wage shall comply with current rates and all updates. 5- \.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following provisions of Labor Code Section 1776 (Stats.1978, Ch. 1249). The Contractor shall be responsible for the compliance with these provisions by his subcontractors. (a) The Contractor and all subcontractors shall keep an accurate payroll record, showing the name address, social security number, work classification, straight time, and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with public work. 12 02 362 (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request. (c) Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to submit the records enumerated in subdivision (a) for all his subcontractors, in addition to his own employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall constitute good and sufficient reason for withholding the partial payments for work accom- plished. 5-1.06 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor, the City Councilor the Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or persons, either workmen or the public; or for damage to any person or persons, either workmen or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workmen, or anyone employed by him; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard. The Contractor shall be responsible for any damage to any person or property resulting from defects, obstructions, or any time before its completion and final acceptance, and shall indemnifY and save harmless the City of San Bernardino, the Mayor, the City Council and the Engineer from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages aforesaid. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. 13 02 362 5-1.07 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in any legal action to enforce or interpret any provisions of this Agreement will be entitled to recover from the losing party all attorney fees, court costs and necessary disbursements in connection with that action. The costs, salary and expenses of the City Attorney and members of his office, in connection with that action, shall be considered as attorney's fees for the purposes of this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. 5-1.08 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered to the City's designated official prior to the bid opening hour stipulated in the "Notice Inviting Bids". The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. 5-1.09 IRREGULAR BIDS Unauthorized conditions, limitations, or provisions attached to a bid will render it irregular and may cause its rejection. The completed bid forms shall be without interlineation, alterations, or erasures. No oral, telegraphic, or telephonic bid, modification, or withdrawal will be considered. 14 " ACORD (!) -~~,,",..:'i~~"~'~ . .. -,'''"--.'. .', - -,",_r _,.- ~. ' -;';,' 0' . ":ro:.::..F _". -GERT.!EJGATE;OF, !J"~U~NC~;';% _;:__,.2~~~-::::~f~-~;J..~~:~:' ~.~~..4" "'. ....)~:_;~..;.~...?~' ~11~~ '~"-'\i'~(t;;~, ,_.-. ~;')~f;:'~;'::'~\.:"{v~~~~~\' OATE tltMITYlD01 ,'<';~~':Y :"',_;:;J~,r;,~~~~J;.:'t".o;, 02/15/98 '........ .;:-'\.. '.::' ~~ __......~-.._ ~~.......~..--.'e'1,.:rlb--::Ol,.Q PRODUCER THIS CERTIFIC"TE ISSUED "S" M"TTER OF INFORM"T10N ONLY ANO CONFERS NO RIGHTS UPON THE CERTIFIC" TE HOLDER. TIllS CERTIFICATE DOES NOT "MEND, EXTEND OR "L TER THE COVEfU.GE AFFORDED BY THE POLICIES BELOW. COMP"NIES AFFORDING COVERI<GE COMMERCIAi, ASSJCI;'.-:-::S ..'., Ie::: 1226 EAST LA FA:'....,A .;.:-:: ANAHEIM, CA 928C7 (714) 524-4949 ?AX: ~24-434: COMP....~'!' A C:\;'.-:-R.:..!\S:C~T:NETA::" INSURED ~OUfZ. ClM~N'T' ~lU.e: I~~L}dJ5 LMIEJ:.l..r:!:: ::::-~:.;::....,:; COMPA,..'!' B C~.; - ":.;~:":::'f ?:JRGE COMPA~Y J8Se C.").LI:-CRt:I.~. ':::-K::: c C....-- - -- ::?,::'"-~? - ?EDERA:, IC\5URA."'CE 8M; D:R!L1'\~J:::J, :..... :::::.... COMPANY o COVERAGES\:;':;"-',"-;:">,:,:,,,,~,.. J ","-" ",:,":',,-':";:,: ',';' THIS IS TO CERTIFY THAT THE POLICIES 0;: INSliRANCE L:STED BELOW HAVE BEEN ISSuED TO THE INSURED NAMED ABOVE FOR lltE POLICY PERIOD INDICATED, NOT'MTHSTANDING ANY REQU:REMENT TERM OR CONDITION OF ANY CO~TRACT OR OTl"'tER DOCUMENT WTH RESPECT TO 'w\'HICH THIS CERTIFICATE MAY BE ISsuED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO All THE TERMS, EXCLUSIONS AND CONDiTIONS OF SUCH POLICIES LIMITS SHOlNN MAY HAvE BEEN q,EOUCED BY PAID CLAIMS CO TR . TV..! OF INSUIUoNCf POUCY NUMBER "OL.ICY EFFEcnVE POLICY EXPIFlATION DATE IlrU'I"l'Y/tlDI DATE ,1.11.11"('(100 liMITS A X COMMERCIAL GENERAL. LIABJI..rrv CLAIMS MADE W QCCUlit X OWNER'S & CONTM.CTOR'$ PROT - " - '." - - - - ~- :;: ,I =:':'~:l ;oj GENERAL AGGRECA TE PROOUCTS-CO....IOP AGe PERSONAL. & .lOV INJURY E.lCM QCCURENCE FllitE AMAGE 1"'"1 on. fir.l M.d ....p IAn1 on. "....onl 1 2, 000; 000 11. 000, 000 .1,000,000 11. 000, 000 50,000 5,000 GENERAL LIABILITY AUTOMOBIL.E LIABlL.ll"'!' COMBINED S1NGLE LIMIT .1,000,000 ANY AUTO X B X X X AL.L. OWNED AUTOS SCHEDUL.ED AUTOS MIRED AUTOS NON-owNEO AUTOS eODIL. Y INJUTY (P.rpe...onl ::.-.:- - . ~ - . ~- - - .- ---' --"", :2/Cl/38 :2 ~:'/~j BODIL. Y INJURY (P.r.CCidfl1t1 ANY AUTO PJl:O"ERTY ACClDEHT AUTO ONL. Y-EA ACClOENT GARAGE L.IABllITY EXCESS LIABILITY UMIRELLA FORM OTHER THAN UM.REL.L.A FOftIl WOIllKERS COMP'ENSA T1Of\I AND E."LOYE~S L1AIMUTY en. .. C.: - THE ""OPRIETOIlll P'ARnlERSIUEcunvE OFFICERS ARE: INCl. ElCL. w ~ '1.XXXJ(J( cn./(')I/.,,, 07./~1/~ EL EACH ACCIDENT EL. DISEASE. POL.ICY LIMIT EL DISEASE. EA EMPLOYE! I I 000 000 . - OTHER DESCRI..nON OF OPERAnON$ll.OCAnONSNEHICLEs.:SPECIAl iTEMS JOB LOCATION: ALL CAL:F2?S:.:', =?::~;::0:-:S OF :~:: RE: A~ 2QOO, CO~T?A:T ge~= BELOW N/>l'lES AS ADD:T!O~)l,~ :~5~"!: 'r:::~ ?-ES?ECS .... "--. .,....-..=..- - ,. -"---.. ~ .'- -. --' ~,.... --,.-.-,... ... .;:'.',:':"_-.- .. -::. c,.-. ........v --..-.-... . !;ERnFIC"TE,HO~D~,;"; ,,' .- .. - . ..'~"CAHCEUATION, . .,,' .~;.-\~;...:~.j",,;;:~~~,;;, THE CrTY OF SA~ E~R~:A~::~: 2E?ARTMENT OF :EV:::8?~:::~: 5~~'.'::~S PUBLIC WORKS Jrv:s::\ 300 NORTH "0" S~REET SAN BERNARDINO, CA S2~:'2-:C=: SHOL.':"O A,N'" OF -"':' AS:vE DESCRIBED POLICIES BE CANCELLED IEFORE THE EXPIRATION OAT: THE~EOF THE ISSUING COMP"NY 'MLL.;- 1 I "r". !! CAYS WRlrrE~ "'O""~CE TO THE CERTIFIC"TE HOLDER NAMES TO THE L.EFT. II"T r"A' ''''i ..... ..." ,".'''' ,. "'''''~r 1~'" ..,,';;'[1:..... ......., ~.....~.. ....... ........-w Q'" ..." .....,(' , ''''''''' .wi ~'?.,..,..'u '''''[' '~i:""''' -:-" ...[.......[':';'........R~f .UT:r~.~E~~ "F.9~D. ~ (1/951" >'?;':', ,;".t" " '-;"-..;., ," """'.. .:..-~'. '-:~:~'::. .':\~.'.~~~) ~.:~':~~ I:. F::;',;~~.\~.~~~~~-,9~~_ . . .. ,. .-;. { ~ - ...... ~ 15 COMMERCIAL GENERAL LIABILITY 02 362 NAMED INSURED: POLICY NUMBER: THIS ENDORSEMENT CHP-NGES THE POLICY PLEASE READ IT CAREFULLY ADDITIONAL INSURED ------ OWNERS, LESSES OR CONTRACTORS (FORM B) This endorsement modifies insurance p:ovided under the following COM1vlERCIAL GEl"ERA.L LIABILITY COVERAGE PART-OCCL7RRET'CE . SCHEDULE NAME OF PERSON OR ORGANIZATION CITY OF SAN BERNARDINO DEVELOPMENT SERVICES/Pu~~:: WCRKS 300 NORTH "0" STREET SAN BERNARDINO, CA 92418-0001 SAMPlE ONlY (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. NOTE. MUST BE SIGP';D BY AL'THORIZED REPRESENTATIVE FOR PROVIDER. ALSOSUPPL}' POWER OF ATTOR\EYGJVIN r:JHORITY TO B1.\'O II Authorized Representative for C:-':A Insurance Group Golden Eagle Insurance Company CG20101185 16 " - 02 392 SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED OUANTITIES -- If the total pay quantity of any item of work subject to the provisions in Section 3-2.2.1, "Contract Unit Prices" ,"increased or decreased quantities", of the Standard Specifications varies by more than 25 percent, compensation payable to the Contractor will be determined in accordance with said Section 3- 2.2.1 and these Special Provisions. When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less that $1,500 at the applicable contract unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be considered if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. Should the total pay quantity of any item of work required under the contract be less than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no adjustment in said price ifhe so elects, except that an adjustment will be considered if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. The payment of the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of75 percent of the Engineer's Estimate of the quantity at the original contract unit price. 6-1.02 SOUND CONTROL REOUlREMENTS -- Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise levels Said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that mayor may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. 17 02 362 6-1.03 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS -- The Contractor shall comply with all the NPDES requirements pursuant to the State Water Resources Board and to the Caltrans Storm Water Quality handbooks to prevent pollutant sources affecting the quality of storm discharge from the construction site, both during construction and after construction completion. This information is available for review at the City Engineer's office, Third Floor, San Bernardino City Hall, 300 North "D" Street, San Bernardino, CA 92418. Only clean water is allowed to drain into the storm drain system. 6-1.04 PERMITS AND LICENSE -- The Contractor shall pay for and obtain a City Business Registration prior to the execution of the contract. Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Division, Engineering Section, located at San Bernardino City Hall, 300 North "D" Street, 3rd Floor, San Bernardino, CA 92418. The permit shall be kept in a readily available place on the job site at all times during construction. While no fee will be charged for the permit, no permit will be issued unless the Contractor provides a code reference number from USA. Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to, Building Division, Public Services - Sewer, Water, County Flood Control, Railroad, Caltrans, Fish & Game, Corp. of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and Specifications. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. Contractor shall obtain a City of San Bernardino Business License at his/her own expense. Contractor shall coordinate this project with utility companies. 6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the restrictions of Section 20452 and 20455 ofthe Public Contract Code. A. Work bv Contractor The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: I) 2) 3) 4) Labor Material Equipment Rental Other items and Expenditures 20 15 15 15 To the sum of the costs and markups provided for in this subjection, compensation for bonding shall be at the rate specified by the bonding company. 18 02 362 B. Work bv Subcontractor When all or any part of the extra work is perfonned by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the first $5,000.00 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000.00 of the subcontracted portion of the extra work may be added by the Contractor. 6-1.06 HOLIDAYS. WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Friday, excluding holidays, as defined in this section. Deviation from these hours will not be pennitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. 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 Contractor will coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings or Saturdays. Designated legal Holidays are: January 1'\ the third Monday in January, the third Monday in February, the last Monday in May, July 4th, the first Monday in September, November II th, Thanksgiving Day and the Friday following, December 25th and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", and 9-3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. No partial payment will be made for any materials which are furnished, but not incorporated in the work. The Contractor shall submit "As Built" project drawings to the Engineer prior to the release of final payment and/or bonds. 19 02 362 6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat appearance to the work including use of street sweeping. In any area visible to the public, the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly unless otherwise specified. 6-1.09 DISPOSAL OF EXCESS EXCA VA TED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. The Contractor is encouraged to recycle all materials. The Contractor shall provide the City all documents as to the weight of materials removed during excavations in accordance with the requirements of AB939. 6-1.10 SURVEYING SERVICE -- Surveying and/or contract staking shall be done per Section 2-9.2 of The Green Book and the Special Provisions. City crew will perform surveying and/or contract staking. A registered Civil Engineer or Land Surveyor at the Contractor's expense shall perform any surveying or staking damaged by Contractor. The Contractor shall submit to the City a copy of all survey notes and a Certificate of line and grade. All existing monumentation, which may be destroyed or covered by the proposed work, shall be referenced prior to construction; and Corner Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new RJW lines shall be performed in accordance with the State of California Surveys Manual (latest Edition); Record of Surveys, or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps, and one photocopy of all filed Corner Records or Records of Survey, shall be delivered to the City within 30 days of such filings. 6-1.11 CITY-FURNISHED MATERIALS -- A. Materials, if furnished by the City, will be made available as specified in these Specifications. The Contractor is responsible for loading, unloading, hauling and handling, and placing City-furnished materials. 20 02 362 B. The Contractor shall inspect and assure itself of the amount and soundness of such materials. C. The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. City-furnished materials lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the City for the cost of replacing City-furnished material and such costs may be deducted from any monies due or to become due the Contractor. 6-1.12 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State Government Code specifies that in executing a public works contract with the CITY to supply goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (IS U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. ] 6700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the Contractor without further acknowledgement by the parties. 6-1.13 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES, AND/OR DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents or in the work done by others affecting this work, the Contractor shall immediately notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate instructions. If the Contractor proceeds with the work so affected, without instructions from the Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to comply with the Engineer's instructions at no cost to the City of San Bernardino. In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing and/or constructing the discrepancy that would have the highest dollar value. 6-1.14 EMERGENCY INFORMATION -- The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, which can be reached and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to beginning work. 21 02 362 6-1.15 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall protect and maintain all existing improvements and facilities in place to remain from the first day of work under this contract to acceptance. Contractor is responsible for replacing any damaged improvement or facility to original condition or better. 6-1.16 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable Federal, State, County, and City laws, ordinances, regulations, codes, the requirements set forth below, and any regulations that may be detailed in other parts of the Contract Documents. Where any of these are in conflict, the more stringent requirement shall be followed. 6-1.17 SAFETY SUPERVISOR AND MEETINGS -- A. The Contractor shall appoint an employee as safety supervisor who is qualified and authorize to supervise and enforce compliance with the Safety Program. The Contractor shall notify the Engineer in writing prior to the commencement of work of the name of the person who will act as the Contractor's Safety Supervisor. B. The Contractor will, through and with his Safety Supervisor, ensure that all of its employees, and its subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Supervisor shall be a full-time employee of the Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. 6-1.18 MEETINGS-- A. The Contractor shall attend weekly progress meetings at the project site. B. In general, these meetings will be attended by the Contractor, the Engineer or his designee, and any subcontractors, suppliers, distributors or other concerned individuals with issues or items to discuss. 22 02 'J 6" ,j If- C. Meeting minutes will be taken by the Contractor or his/her designee. The Contractor shall distribute the minutes to the Engineer for his revie\\. The Contractor shall be responsible for distributing the meeting minutes to all parties performing work under his contract at the following weekly meeting. D. The Engineer shall have the authority to require that a mandatory meeting be held at any time during normal work hours. E. These meetings shall be attended by the Contractor, the Engineer or his/her designee, and may subcontractors specified by the Engineer. 6- J.l9 PAYMENT -- Full compensation for conforming to the requirements of Section 6 shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor. 23 D2 362 SECTION 7 7-1 UTILITIES 7-1.01 GENERAL -- The location of all utility substructures that may affect the work shall comply with Section 5, "Utilities", of the Standard Specifications and these Special Provisions. Notify the Engineer immediately of any conflict. The Contractor is responsible for coordinating work with the utility owners. Certain companies, governmental agencies, or their contractors may be working within the construction area. Certain utility facilities at various locations within the project limits may be removed, relocated, abandoned, or installed by companies' agencies' contractors. The Contractor shall coordinate his work with utility owners and their contractors. The Contractor shall exercise due caution to prevent any damage t%r movement of these utility facilities. Listed below are the utilities that may be affected, with the designated contact person. These names and phone numbers are listed for information purposes only. The Contractor is responsible for verifying phone numbers and contact persons. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street Redlands, CA 92373 Phone: (909) 307-6759 Attn: Ben Murguia SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue Redlands, CA 92373 Phone: (909) 394-4276 Attn: Bob Mack SAN BERNARDINO MUNICIPAL WATER DEPARTMENT 300 North "D" Street San Bernardino, CA 92418 Phone: (909) 387-7224 Attn: Ellis Williams 24 02 362 GTE/VERIZON Verizon Communications 1960 Orange Tree Lane, Suite 100 Redlands, CA 92374-2803 Phone: (909) 748-6648 Phone: (909) 748-6647 Attn: Chuck Austin Attn: Terry Dietz PACIFIC BELL TELEPHONE COMPANY ATTN: Right-of-Way Liaison 3939 E. Coronado Street, 2ND Floor Anaheim, CA 92807 Phone: (714) 999-5454 Attn: Larry Todd A.T. & T. OSP Engineering Cable Maintenance & Right-of-Way 360 East Alessandro Boulevard Riverside, CA 92508-2402 Phone: (909) 776-3907 - Franco Jauregui Phone: (909) 776-3914 - Rubin Martinez Fax: (909) 776-3910 U.S. SPRINT COMMUNICA nONS Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 874-7450 Attn: Lynn Durrett MCI WORLDCOM Pacific Division 157 S. Lilac Avenue Rialto, CA 92376 Phone: (909) 421-5003 Attn: Jim Yoder 25 02 362 MCI WORLDCOM NA TIONAL SUPPORT/INVESTIGA TIONS Dept. 2855 Loc 642 2250 Lakeside Boulevard Richardson, TX 75082 Phone: (972) 656-1030 Attn: Jonathan Clark TIME WARNER TELECOM 430 N. Vineyard Avenue, Suite #150 Ontario, CA 91764 Phone: (909) 456-3693 Attn: Bart Vanwey WEST SAN BERNARDINO COUNTY WATER 855 W. Baseline Street Rialto, CA 92376 Phone: (909) 875-1361 Attn: Don Hanna SAN BERNARDINO COUNTY COMMUNICATIONS 777 E. Rialto Avenue San Bernardino, CA 92415-0740 Phone: ( ) Attn: CITY OF SAN BERNARDINO TRAFFIC SIGNALS 234 S. Mt. View, #110 San Bernardino, CA Phone: (909) 456-3693 Attn: Charles Temple 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verifY the location of all underground utilities and services, including potholing, before proceeding with the excavation work, requesting in advance the services of inspectors from the utility companies in order to ascertain said locations. Damage to underground utilities resulting from neglect on the part of the Contractor shall be corrected and paid for by the Contractor. 26 02 362 7-1.03 UTILITIES NOTIFICATION -- The Contractor shall notify all owners of public utilities seventy two (72) hours in advance of excavating around any of their facilities and substructures and shall also provide the same notice to Underground Service Alert of Southern California, telephone number 1/800/422-4133. 7-1.04 UTILITIES INTERFERENCE n Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this project will be relocated, altered, or reconstructed, or the Engineer may order changes in location, line or grade of the project structure, to be built in order to avoid said utility. The Contractor may coordinate the work with the utility owners. Abandoned utilities, which interfere with the construction of any portion of this project, may be cut by the Contractor, the interfering portion of the utility removed and open ends of the pipe sealed with a suitable plug or cap. 7-1.05 PAYMENT -- Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor. 27 02 362 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.0 I DESCRIPTION -- The work to be done consists, in general, of mobilization, performing clearing and grubbing, traffic controls, saw cutting existing curbs and sidewalks, removing concrete, asphalt, performing unclassified excavation and unclassified fill, constructing Portland Cement Concrete handicap ramps, sidewalk, curb & gutter, gutter spandrels, cross gutters, residential driveways, residential driveway approaches, modified local depressions, collars, asphalt concrete paving and overlaying, trenching, thermoplastic striping, installing polyethylene storm drain pipe, curb inlet drain, adjusting to grade water meters, water valves & covers, manholes & covers, adjusting sewer &/or water laterals, removing & replacing fences and mailboxes, constructing dry well, tree removal and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions shall be performed, placed, constructed or installed. 8-1.02 CLEAN UP AND DUST CONTROL n Clean up and dust control shall conform to provisions in Section 7-8.1, "Clean Up and Dust Control", of the Standard Specifications. The Contractor shall water down the site during periods of high winds as directed by the Engineer, including periods when the work is not actually in progress. Failure to respond to a directive to water the site in a prompt manner will result in the City making other arranl!ements to have this item of work done and the costs billed to the Contractor, or it shall be ~ paid for by the Contractor as a deduction from his contract. The work to be done shall include furnishing all materials, equipment, tools, labor, taxes and incidentals as required by the Contract Documents to construct the project. Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be make a part of the contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge may result in the Bid being rejected as not responsive. 28 02 362 8-1.03 APPROVED MATERIALS -- Wherever the expression "or approved equal" is used, it shall be taken to mean the approval by the City Engineer of any substitution of material or material specified herein. Any substitution of material or equipment specified or indicated on the drawings shall be requested at the time the bids are submitted. All substitution requests shall state the reason for the request and the difference in price between the item specified and the requested substitution. All substitution requests shall be submitted to the Engineer in writing five (5) working days prior to the bid opening. No requests for substitutions will be considered by telephone. 8-1.04 PRE-BID INQUIRIES If there are any questions regarding this project, please contact: City Engineer's Office San Bernardino City Hall 300 North "D" Street, 3rd Floor San Bernardino, CA 92418 Attention: Lupe Camacho, Project Manager Re: Street and Drainage Improvements on Meridian Avenue and Poplar Street Tel: (909) 384-5110; Fax: (909) 384-5155 E-mail: camacho_lu@cLsan-bernardino.ca.us 29 02 362 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- Attention is directed to Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, 2002 Edition and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the "Manual of Traffic Controls", current edition, published by the State of California, and the "Work Area Traffic Control Handbook", current edition. The Contractor shall submit and obtain City approval for traffic control and traffic detour plans prior to the commencement of operations on a street. Traffic control and detour plans shall be based on the most recent Caltrans Manual of Traffic Control for Construction and Maintenance Work Zones. All temporary traffic striping, and maintenance shall be done by the Contractor. Also, place temporary tape on all crosswalks. All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be eighteen inches (18") in height, rubber or plastic, and be reflectorized. All work areas for the night must be properly lighted to the satisfaction of the Engineer. The Contractor shall take all necessary measures to maintain a normal flow of traffic to prevent accidents and to protect the work throughout the construction stages until completion of the work. The Contractor shall be responsible for implementing traffic control plan based on the most recent CaItrans Manual of Traffic Control for Construction and Maintenance Work Zones. The Contractor shall make the necessary arrangements to provide and maintain barriers, cones, barricades, construction warnings, regulatory signs and any other safety control devices, including flagmen. The Contractor shall take measures necessary to protect all other portions of the work during construction and until completion, providing and maintaining all necessary barriers, barricade lights and striping, including crosswalks. In addition to the foregoing traffic control and safety measures, the Contractor shall undertake immediately to implement any measures requested by the Engineer, as defined necessary to ensure the proper flow of traffic and the protection of the public and the safety of the workers. The Contractor shall maintain at all times the ability to respond to calls from the Engineer, including during non-working hours to replace or provide additional traffic control or safety devices as required. 30 " - 02 362 All places of business and residences along the streets that are within the limits of any work shall be notified by the Contractor in writing at least seven (7) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions of parking and access. Verbal notification shall be given to all places of business and residences at least 18 hours in advance of commencing work that will affect access to and from their properties. 9-1.02 TURN RESTRICTIONS The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. 9-1.03 PARKING RESTRICTIONS Unless otherwise provided herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on them. The Contractor will be responsible for posting, removing, and maintaining these signs as required for this project. The Contractor shall make his own arrangements relative to keeping the working area clear of parked vehicles. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. 9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 11 feet. A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized by the Engineer. 9-1.05 ACCESS TO ABUTTING PROPERTY AND ROAD AND TRAVEL LANE CLOSURE -- The Contractor shall so conduct his operations as to offer the least possible obstruction and inconvenience to the public. Convenient access to abutting properties shall be maintained and remain open, unless approved by the Engineer. If lane closures are approved by the Engineer, the full width of the traveled way shall be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated legal holidays, and when construction operations are not actively in progress on working days. The Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of lane or road closures. No traveled lane will be closed without authorized approval given by the Engineer. If any traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane or road closure. 31 02 362 Personal vehicles of the Contractor's employees shall not be parked 0 the tmeled way at anv time. 9-1.06 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a minimum of inconvenience to the general public. Emergency vehicles shall be permitted access at all times to any street. 9-1.07 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain flashing arrow signs (F AS) during lane closures or detours on streets. The Engineer shall determine when F AS is required at any location. 9-1.08 PAYMENT -- Full compensation for furnishing and installing signs, lights flares, barricades and other traffic control devices necessary to expedite passage of public traffic through the work area shall be considered as included in the lump sum contract bid price for "Traffic Control", and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the lump sum contract bid price for "Traffic Control", and no additional compensation will be allowed therefor.. 32 02 362 SECTION 10 10-1 MOBILIZATION 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9-3.4, "Mobilization", of the Standard Specifications. Mobilization may include, but not be limited to, the following principle items: I. Submittal and modification. as required. of the Construction Schedule. " Providing a Project Office. 3. Review of the Site. 4. Obtaining all required Transportation Permits. 5. Submittal of all required insurance certificates and bonds as required by these Specifications 6. Moving onto the site. including. but not limited to: a. Equipment b. Arranging for and erection of Contractor's work and storage areas. 7. Installing construction fencing and temporary construction power and wiring. 8. Establishing required fire protection provisions. 9. Providing a minimum of one restroom facility for each twenty-five (25) workers occupying the site. Facilities may include existing functioning restrooms, or portable chemical facilities. or any combination thereof. and shall count as one for each urinal or one for each water closet. 10. Installing all temporary utilities. 11. Posting all OSHA required notices and establishment of safety programs. 12 Posting of all Department of Labor notices. 13. Having the Contractor's superintendent at the job site full-time and responding 24 hours per day. 14. Potholing and other research and review as necessary to verifY site conditions and utility locations. IS. Air and water quality protective measures, as necessary, and without limitation. 16. Demobilization of the Site. 17. Any other item as specified. 10-1.02 PAYMENT - The contract lump sum price paid for "Mobilization" shall be deemed to include the cost of work in advance of construction operation and not directly attributable to any specific bid item, and no additional compensation will be allowed therefor. 33 .. - 02 362 SECTION 11 11-1 CLEARING AND GRUBBING UNCLASSIFIED EXCA V A nON AND UNCLASSIFIED FILL 11-1.0 I GENERAL -- Clearing and grubbing, unclassified excayation and unclassified - - - fill shall comply with Section 300-1, "Clearing and Grubbing", Section 300-2, "Unclassified Excayation", and Section 300-4, "Unclassified Fill", of the Standard Specifications and these Special Provisions. Clearing and grubbing shall include, but not be limited to the following items as shown on the Plans or as specified in the Special Provisions. The following items shall be classified as clearing and grubbing: 1. Remove existing concrete, asphalt concrete and base materials as shown in the Plans, including saw cutting, and as directed by the Engineer. ,., Removing existing concrete curb and gutter, sidewalk, driyeway approaches, driveways and handicap ramps as shown on the Plans, including saw cutting, and as directed bv the Engineer. . - 3. Removal of existing trees as shown on the Plans and as directed by the Engineer. 4. Protect in place mailbox post, fence, electrical pole, light pole, pull box, sprinkler irrigation system, and street sign as shown on the Plans, and as directed by the Engineer. ). Traffic stripes and pavement markings to be removed will be designated by the Engineer. Where blast cleaning is used for the removal of painted traffic stripes and pavement markings or for removal of objectionable material, and such removal operation is being performed within 10 feet of a lane occupied by public traffic, the residue including dust shall be removed immediately after contact between the sand and the surface being treated. Such removal shall be by a vacuum attachment operating concurrently with the blast cleaning operation. 34 " .- 02 3,62 All removed concrete and other materials shall become the property of the Contractor and shall be disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. Where unclassified fill and grading is necessary in preparation for laying concrete, it shall be made with clean earth which shall be solidly compacted to avoid future settlement. The Contractor shall grade the roadway as required, provide all unclassified excavating and unclassified fill necessary for curbs, gutters, cross gutter and apron, sidewalk, driveways, driveway approaches, handicap ramps and street paving, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the site by the Contractor. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Subgrade for asphalt concrete shall be compacted to a relative density of not less than 95%, for a depth of not less than 0.50 feet. 11-1.02 PAYMENT n The lump sum price paid for "Clearing and Grubbing, Unclassified Excavation, and Unclassified Fill", shall be considered as full compensation for doing all the work involved in clearing and grubbing, as shown on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: I. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. ') Tests which do meet the required relative compaction will be paid for by the City. 35 02 362 SECTION 11-2 11-2 GRADING 11-2.01 GRADING -- Grading shall comply to Section 300, "Earthwork", of the Standard Specifications and these Special Provisions. The Contractor shall grade the existing channel to provide for drainage and to set the concrete bag erosion control as shown on the Plans. The Contractor shall remove excess and unsuitable material from the site. 11-2.02 PA YMENT The contract lump sum price for "Grading", shall be considered as full compensation for doing all the work involved in performing rough and finish grading, erosion control, unclassified excavation and fill, recompaction, as shown on the Plans, and as directed by the Engineer, and no additional compaction shall be allowed therefor. Cost for compaction testing ordered by the Engineer shall be paid for in the following manner: A. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. B. Tests which do meet the required relative compaction will be paid for by the City. 36 02 362 SECTION 12 THROUGH SECTION 13 BLANK 37 02 362 SECTION 14 A 14 A-I ASPHALT CONCRETE COLD MILLING AND ASPHALT CONCRETE OVERLAY 14 A-l.Ol GENERAL -- Asphalt concrete cold milling and asphalt concrete overlay shall comply with the requirements of Section 203-6, "Asphalt Concrete", Section 302-5, "Asphalt Concrete Pavement", and Sub-Section 302.52, "Cold Milling Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. Class and grade of asphalt concrete shall be C2-AR-4000. A soil sterilant and crack seal shall be applied as directed by the Engineer Existing asphalt concrete shall be milled at the locations and to the dimensions shown on the Plans. The cold milling machine shall have a cutter head at least 30 inches wide and shall be operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction as to the direction of travel, reducing the size of material until the desired gradation has been achieved. The depth, width, and shape of the cut shall be as indicated on the typical cross sections or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross sections. The outside lines of the milled area shall be neat and uniform. The road surfacing to remain in place shall not be damaged in any way. Where transverse joints are milled in the pavement at conform lines, no drop-off shall remain between the existing pavement and the milled area when the pavement is opened to public traffic. If asphalt concrete has not been placed to the public traffic, a temporary asphalt concrete taper shall be constructed. The asphalt concrete shall be placed to the level of the existing pavement and tapered on al slope of 30: 1 or flatter to the level of the milled area. Temporary tapers shall remain in place no longer than seven(7) days. Asphalt concrete for tapers shall be commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. Asphalt concrete tapers shall be completely removed, including removing all loose material from the underlying surface, before placing the permanent surfacing. 38 02 362 The material milled from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be immediately removed. The removal cre\\' shall follow within 50 feet (50") of the planer, unless otherwise directed by the Engineer. Milled asphalt concrete material shall pass the one-inch screen. However, up to five percent (5%) of the material may be retained on the one-inch screen, provided that the oversized material is not large enough to adversely affect the stability and hamper the shaping and compacting operation. Any material in excess of five percent (5%) not passing the one-inch screen shall be removed and disposed of outside the right-of-way. The material shall be of such sizes that the percentage composition by weight of materials shall conform to the following grading using Test Method Calif. #202: Sieve Size Percent Passing Sieve I inch 3/4 inch No.4 No. 30 No. 200 95 - 100 85 - 100 40 - 65 10 - 30 2 - 15 Material not conforming to the above grading may be used subject to other tests as prescribed by the Materials Engineer. After the cold milling operation, the Contractor shall pave/overlay the street with new pavement within three(3) days and/or as directed by the Engineer. 14 A-\.02 CRACK SEALING -- The crack sealing material shall be rubberized crack seal, "Crafeco" or "Percal Polymerles" or approved equal. All cracks larger than '14 inch shall be cleaned and sealed, prior to placing overlay. 14 A-\.03 ADJUSTING MANHOLE FRAMES AND COVERS AND WATER VAL VE COVERS TO GRADE - Adjusting manhole frames and covers and water valve covers to grade after completion of paving shall be in accordance with Sub-Section 30 I-\.6 "Adjustment of Manhole Frame and Cover Sets to Grade", and Section 25, "Relocation and Replacement of Water Facilities" of these Special Provisions, as shown on the Plans and as directed by the Engineer. 39 02 362 14 A-1.04 PAYMENT -- The contract unit price paid per ton for "Asphalt Concrete Grind & Asphalt Concrete Overlay", shall include full compensation for confonning to the requirements of this section, including furnishing all the materials and labor for doing all the work as described, including asphalt cold milling, application of soil sterilant, crack seal, 2" asphalt concrete overlay and feather, as designated on the Plans, and as directed by the Engineer, and no additional or separate compensation will be allowed therefor. 40 ~.2 362 SECTION 14 B 14 B-1 ASPHALT CONCRETE ( STREET RECONSTRUCTION & V-DITCH) 14 B-l.O I GENERAL -- Asphalt concrete ( street reconstruction) shall comply with the requirements of Section 203-6, "Asphalt Concrete", Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. Class and grade of asphalt concrete shall be C2-AR-4000. A soil sterilant and tack coat shall be applied as directed by the Engineer. 14 B-1.02 SOIL STERILIZATION -- Soil sterilant shall be "Poly-Bor-Chlorate", or "Borascu", with colored marker dye, manufactured by Pacific Coast Borax Company or approved product of other manufacturer provided they are of non- flammable type. After all fine grading, checking, shaping and compacting of the sub grade has been completed, all soil in the areas to receive bituminous concrete pavements shall be thoroughly treated with soil sterilant and thoroughly sprinkled to distribute the chemical through the first two or three inches of the subgrade. The Contractor shall provide all necessary protection to prevent injury to animal or plant life and property occasioned by the application of the soil sterilant. The Contractor will be held responsible for all personal injury or property damage caused by the application of soil sterilant or the storage of same. Soil sterilant shall be applied in accordance with the manufacturer's recommendations. The contract unit price paid per ton for asphalt concrete shall include full compensation for doing all the work involved in preparing the subgrade and placing soil sterilant material as shown on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. 14 B-I.03 ADJUSTING WATER VALVE COVERS TO GRADE - Adjusting water valve covers to grade after completion of paving shall be in accordance with Section 25, "Relocation and Replacement of Water Facilities" of these Special Provisions, as shown on the Plans and as directed by the Engineer. 41 02 362 14 B-1.04 ASPHALT CONCRETE V -DITCH - The asphalt concrete v-ditch shall comply with the requirements of Section 203-6, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. Class and grade of asphalt concrete shall be C2-AR-4000 A soil sterilant shall be applied as directed by the Engineer. 14 B-I.05 PAYMENT -- The contract unit price paid per ton for" Asphalt Concrete ", shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved as described in Section 14 B, including placing asphalt concrete (4" thick), feathering (1.5" minimum thickness), the application of soil sterilant and tack coat, as designated on the Plans, and as directed by the Engineer, and no additional or separate compensation will be allowed therefor. The contract price per linear foot paid for "Asphalt Concrete V-Ditch", shall be considered as full compensation for providing all materials and performing all the work involved in constructing the asphalt concrete v-ditch as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. 42 02 362 SECTION 15 BLANK 43 " - 02 362 SECTION 16 16-1 PORTLAND CEMENT CONCRETE 16-1.01 GENERAL -- Portland Cement Concrete construction shall comply with Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways", of the Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Portland Cement Concrete shall be Class 520-C-2500, with a maximum slump of four (4) inches. 16-1.02 PCC CROSS GUTTER n Construct PCC cross gutter in accordance with City's Standard Drawing No. 201 as shown on the Plans and as directed by the Engineer. 16-1.03 PCC DRIVEWAY APPROACH AND DRIVEWAY -- Construct PCC driveway approach in accordance with City's Standard Drawing No. 203, and as directed by the Engineer. Construct PCC drivewav in accordance with the details on the Plans and as directed - - by the Engineer. 16-1.04 PCC SIDEWALK n Construct PCC sidewalk in accordance with the City's Standard Drawing No. 202, and as directed by the Engineer. The sidewalk unit cost shall include all costs associated with the forming of access ramps. 16-1.05 PCC HANDICAP RAMP AND ACCESS -- Construct PCC handicap ramp and access in accordance with the City's Standard Drawing No. 205, as shown on the Plans and as directed by the Engineer. 16-1.06 VARIABLE HEIGHT PCC CURB & GUTTER -- Construct variable height PCC curb and gutter in accordance with the City's Standard Drawing No. 200, and as directed by the Engineer. 16-1.07 CONCRETE COLLAR -- Construct concrete collar in accordance with the City's Standard Drawing No. 412, as per Section 201 of the Standard Specifications, as shown on the Plans and as directed by the Engineer. 16-1.08 MODIFIED LOCAL DEPRESSION -- Construct modified local depression in accordance with the City's Standard Drawing No. 407, as shown on the Plans, and as directed by the Engineer. 44 02 362 Asphalt concrete that is used to fill the area from the Contractor's operations (area that is left after removing concrete forms from gutter face) shall be considered as part of Section 7-9, and no additional compensation will be allowed therefor. The Contractor shall protect all existing structures and facilities which are adjacent to the limits of the work to be done under this contract, in accordance with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications and these Special Provisions. The above referenced City Standard Drawings and American Public Works Association Standard Plan are made a part of these Specifications. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. 16-1.09 PAYMENT -- The contract unit price paid per square foot for "PCC Cross Gutter" and "PCC Residential Driveway, Driveway Approach and Sidewalk", shall include full compensation for furnishing all the material and for doing all the work involved in constructing the 8"-thick and 12"-wide cross gutter, residential driveway, driveway approach and sidewalk, as shown on the Plans, an as directed by the Engineer. The contract price paid per each for "PCC Handicap Ramp and Access", "Concrete Collar" and "Modified PCC Local Depression", shall include full compensation for furnishing all the material and for doing all the work involved in constructing concrete handicap ramp and access, concrete collar, and modified concrete local depression, including structure excavation, structure backfill, and furnishing and placing all steel reinforcing, miscellaneous iron and steel, including metal frames and covers, retaining curb, saw cutting concrete, adjusting valves and pull boxes to grade, and for doing all the work involved in constructing all of the above, complete in place, as shown on the Plans, and as directed by the Engineer, and no additional compensation shall be allowed therefor. There will be "No Pavment" of anv kind for access ramps that do not meet the ADA Standards and the APW A Standard DrawinQ. No. 111-2. The contract unit price paid per lineal foot for "Variable Height PCC Curb & Gutter", shall include full compensation for furnishing all the material and for doing all the work involved in constructing the curb & gutter as shown on the Plans, and as directed by the Engineer, and no additional compensation will be allowed therefor. 45 02 362 SECTION 17 THOROUGH SECTION 19 BLANK 46 02 39~ SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPES 20-1.01 THERMOPLASTIC TRAFFIC STRIPES -- Thermoplastic traffic stripes (traffic lines) shall conform to the provisions in Section 84-1, "General" and 84-2, "Thermoplastic Traffic Stripes and Pavement Markings", of the Standard Specifications, State of California, Department of Transportation, Standard Specifications, dated July 1992, and the California Standard Plans, dated July 1992, and these Special Provisions. Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.080-inch. Thermoplastic traffic stripes shall be placed a minimum of 6 working days after paving is completed. 20-1.02 PAYMENT -- The lump sum contract price paid for "Thermoplastic Traffic Striping", shall include full compensation for furnishing all labor, materials, and for doing all work involved in the installation of the pavement striping , as shown on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. 47 02 362 SECTION 21 THROUGH SECTION 22 BLANK 48 02 362 SECTION 23 23-] ROADSIDE SIGNS 23-1.01 GENERAL n Relocation and installation of new roadside signs on single posts shall be installed at the locations shown on the Plan, or as directed by the Engineer. Roadside signs on single post, shall be installed in accordance with the City Standard Drawing No. 504, and as directed by the Engineer. 23-] .02 PAYMENT n The contract unit price paid per each for "Roadside Sign on Single Post", and "Relocate Roadside Sign on Single Post", shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all work involved in installing new and/or relocating roadside signs on single post, all complete in place as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. 49 02 362 SECTION 24 BLANK 50 02 362 SECTION 25 25-1 RELOCATION AND REPLACEMENT OF WATER FACILITIES 25-1.01 GENERAL -- Relocation and replacement of water facilities shall be in accordance with the Plans, these Special Provisions and as directed by the Engineer. In general, the work includes the following: the extension of existing copper water senice lateral pipe, relocating the existing water meters, relocate existing fire hydrants and appurtenances, backfilling and compaction, tie-in to existing water lined and testing of systems and providing temporary water services. Relocation and replacement of water facilities shall include, but not be limited to the following items: Setback and relocate 5/8" meter/meter box with 3/4" copper service lateral per City Water Department STD. WI. 1. The Contractor shall notify the City of San Bernardino Water Department at (909) 384- 5139 a minimum of seven days prior to beginning work that will affect the water line system. The word "Water Department" shall mean the City of San Bernardino Water Department. The word "Board" or words "Board of Water Commissioners" shall mean the Board of Water Commissioners of the City of San Bernardino Water Department. The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water Department", or words of like importance, used in Specifications or upon the drawings, shall be understood to mean that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the Water Department", or words of like importance, shall mean approved by or acceptable to, or satisfactory to the Engineer, unless othenvise expressly stated. The word "Engineer" shall mean a Civil Engineer registered as such in the State of California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. The word "Contractor" shall mean the person, persons, partnership or corporation duly licensed as such in the State of California to enter into a contract for the performance of the work required. 5\ 02 ~62 The word "Applicant" used herein shall mean the person or persons and the duly authorized representatives of the party or parties requesting an extension or an addition to the Water Department's water system. The word "Plates" shall mean collectively all of the Plates attached to and accompanying these Specifications and made a part hereof. The words "Or Approved Equal: shall mean a product that meets all A.W.W.A. specifications and has been approved for use in the City of San Bernardino's domestic water system by the Water Department. The word "Plans" shall refer to the Water System Construction Plans that have been prepared by Applicant's Engineer and approved by the Water Department. 25-1.02 CONDITIONS n The decision of the Water Department shall be final on all questions relating to the acceptability of the material, machinery or plant equipment, classification of material or work, the proper execution, progress or sequence of the work, quantities and the interpretation of the Specifications or drawings. The Contractor shall obtain copies of and comply with all applicable current statutes, laws ordinances, rules, regulations, and State of California, the County of San Bernardino, City of San Bernardino, and any other governmental agencies having jurisdiction, and shall make application for all required permits and bear cost of same. In the event of conflict between the requirements of these Specifications and the requirements of the permits, it shall be understood that the more exacting requirements shall govern. The Contractor shall furnish to the Water Department copies of all required permits and licensed prior to initiation of the work. Upon completion of the work, the Contractor shall supply to the Water Department letter(s) of approval from the governing bodies having jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. 25-1.03 INSPECTION -- The Water Department's Engineer or his representative shall be present at the site for work related to the water system except when the Engineer makes specific advance arrangements with the Contractor for a specific task. No water facilities shall be backfilled until such time as they have been inspected, tested, flushed, and accepted by the Water Department's Engineer. 52 .. - 02 362 25-1.04 CAL OSHA SAFETY CODE u All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. 25-1.05 DEFECTIVE WORK OR MATERlALS -- No work which is defective in its construction or deficient in any of the require-ments of these Specifications will be considered as accepted in consequence of the failure of any inspector connected with the work to point out said defects or deficiency during construction. The Contractor shall correct any imperfect work without compensation from the Water Department before final acceptance of the work by the Water Department. 25-1.06 MAINTENANCE OF EXISTING IMPROVEMENTS -- Unless otherwise indicated in the Plans or these Specifications, or unless otherwise cared for by the owner of a public utility or franchise, all water, gas, oil, or irrigation lines, structures or house laterals, in place, and other surface or subsurface structures or lines, shall be maintained by the Contractor and shall not be disturbed, disconnected or damaged by him during the progress of the work. Should the Contractor in the performance of the work disturb, disconnect or damage any of the above, all expenses of whatever nature arising from such disturbance or in the replacement or repair thereof shall be borne by the Contractor. 25-1.07 MA TERlALS -- The Contractor shall furnish all materials for construction. All materials in the pipeline work shall be new and unused. All materials in the pipeline work shall be of the selected type of pipe. All materials shall be suitable for 150 psi working pressure unless specified otherwise and approved by the Water Department. I. Ductile Iron (Dr Pipe: Ductile iron pipe and fitting shall be cement mortar line. Pipe joints shall be mechanical joint or push-on type as designated by the Water Department. Applicable sections of the following standards apply: STANDARD ITEM - A.W.W.A. CI51 A.W.W.A. C104 A.W.W.A. ClIO A.W.W.A. C153 Fittings A.W.W.A. C III Ductile Iron Pipe Cement Mortar Lining Fittings Compact Ductile Iron Rubber Gasket Joints 53 02 362 All material shall be suitable for 150 psi working pressure (pressure Class 150). Ductile iron pipe shall be minimum thickness Class 51 or above as mandated by design requirements. 2. Fire Hvdrants: Fire hydrants shall be wet barrel of the break-off traffic type and shall conform to A WW A. C-503-82 with six (6) inch hole flange inlet. Nozzle threads shall be American National Standard. Operating nut shall be one and one-half (1-1/2) inch National Standard pentagon. The tapping valve shall be equipped with 0- ring seals and shall open when turned left or counterclockwise. Fire hydrants shall be painted as specified by the Water Department. Hydrants shall be Mueller A480E, Clow 850 or Long Beach 425 and shall be equipped with one (1) four (4) inch pumper nozzle. 3. Gaskets: Gaskets for flanged joints shall be ring type, one sixteenth (1/16) inch thick for pipe ten (10) inches and smaller and one-eight (1/8) inch for larger pipe. Gaskets shall be Johns-Manville Type 60 or approved equal, and shall conform to applicable requirements of A WW A. C207. 4. Copper Water Service Lines: All water service lines shall be a minimum of three-fourths (3/4) inches and shall be seamless copper water tubing, Type K, soft temper or approved equal. 5. Saddle, Corporation Stops, Angle Meter Valves: All service saddles, corporation stops, angle meter stops and such appurtenances shall be compatible with material selected and be equal to those manufactured by James Jones Company and Mueller Company or approved equal. 6. Meter and Meter Box: Existing meter shall be returned to the Water Department's stockroom located at 195 "0" Street and exchanges for new meters. The new meters, provided by the Water Department, shall be issued with meter couplings and meter cards. Each meter card shall remain with the meter. Any damaged meter shall be replaced by the Contractor at no cost to the Water Department. Existing meter box shall be reused and placed at new location. Any damaged meter box shall be replaced by the Contractor at no cost to the Water Department. 54 02 362 25-1.08 EXCA V A TION. TRENCHING AND BACKFILL All excayation. trenching, and backfill shall be in accordance with Public Works Standards and shall be inspected by a Public Works inspection. 25-1.09 PAVEMENT REPLACEMENT - When it is necessary to break pavement in order to lay the pipelines shown on the construction drawings, the existing pavement shall be cut vertically as nearly as possible to a straight line by a method approved by the City of San Bernardino Public WorksDivision, Department of Development Services, as shown on the Plans. The pavement so removed shall be hauled away and shall be replaced with like material. All pavement removal and replacement shall conform to the standards and specifications of the governing body having jurisdiction and shall meet with their approval. The Contractor shall be responsible for remoying, disposing of, and replacing all necessary pavement. All paving shall be inspected by Public Works. It is understood by Public Works that all pavement replacement by this construction is not the responsibility of the Water Department. 25-1.10 INSTALLATION -- All foreign matter and dirt shall be removed from the interior of the pipe prior to its installation. The pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be rejected. The entire joint including coupling, machined sections of the pipe, and the rubber gasket or ring shall be thoroughly cleaned at the time the joint is made. The entire procedure and method of installation of the pipe and making joint shall be done in a workmanlike manner, and shall be in strict accordance with the pipe manufacturer's direction and recommendations. All pipe shall be laid according to the size, class, location, and grade shown on the Plans. The faces of all spigot ends and all shoulders in the hubs or sockets must be true and brought into firm contact. Rubbing ring installation shall be checked with suitable gages to ensure that they are located in the proper position relative to the pipe ends. When pipe laying is not in progress, the unfinished end of the pipe shall be securely closed with a suitable water-tight plug or cover to prevent the entrance of animals or foreign matter into the line. The Contractor shall take all necessary care and precautions to prevent the pipe from floating due to water entering the trench from any source. The Contractor shall be responsible for damage caused by floating pipe and shall, at his sole expense, restore and replace the pipe to its proper condition, alignment and grade. Where pipe is laid on a curve or at horizontal or vertical angles in the trench, the maximum deflection at the joint shall not exceed sixty (60) percent of the limitations specified by the pipe manufacturer, and each joint shall be adequately blocked to take the thrust until properly backfilled. 55 " -- 02 362 I. Hauling and Unloading Pipe: During loading, transportation and unloading, every precaution shall be taken to prevent injury to the pipe, its lining and its coating. No pipe shall be dropped from cars to trucks nor allowed to roll down skids. Each pipe shall rest upon suitable pads, strips or blocks during transportation and while awaiting installation in the field, and shall be securely wedged or tied in place. Padding shall be used on all car stakes, skids and other materials to prevent damage of the coating during transportation and handling. When necessary to move the pipe longitudinally along the trench, it will be done in such a manner as not to injure the pipe or its coating. Pipe shall not be rolled or dragged on the ground. Where pipe is placed in stock piles, it shall be neatly piled and blocked with strips between tiers, and bonded with steel bonding material acceptable to the Department (to be determined by the Engineer based on type of pipe, length, diameter, number of vertical rows, and location). 2. Protection of Work and Materials: The Contractor shall at all times take care to protect and preserve all materials to be used in the laying of the pipe. The pipe shall be handled in such a manner as not to injure its shape. All pipe and materials which, in the opinion of the Water Department, have been damaged shall be replaced by the Contractor at his own expense. The Contractor shall be responsible for the safe storage of all materials furnished by him until it has been incorporated in the completed project. All material damaged or broken by the Contractor shall be placed in exact type and kind by the Contractor at his expense. All materials received by the Contractor and not used shall be removed by the Contractor at his expense. 3. Handling of Pipe and Accessories: Pipe and accessories shall be loaded at the point of delivery, hauled to, and distributed at the site of the project by the Contractor at his expense. They shall at all times be handled with care to avoid damage. Whether moved by hand, skidways or hoists, material shall not be dropped or bumped against pipe or accessories already on the ground or against any other object on the ground. 56 02 362 Pipe shall be handled in such a manner as to avoid damage machined or special ends. When such damage cannot be repaired to the Water Department's satisfaction, they shall be replaced by the Contractor at his expense. The interior of all pipe and accessories shall be kept free from dirt and foreign matter at all times. All pipe, fittings and accessories shall be carefully lowered into the trench in a workmanlike manner, using proper tools and equipment. Under no circumstances shall pipe or accessories be dropped or dumped into the trench. 4. Installation of Ductile Iron Pipe: The ductile iron water mains shall be laid and the work incidental thereto performed in accordance with applicable requirements of A WW A. C600 "Standards for Installation of Cast Iron Water Mains." All pipe shall be carefully inspected for defects before installation. Such inspections shall include light tapping with a hammer while the pipe is suspended in air. No pipe or fitting which is shown defective is excluded by the specifications for such fittings and shall not be used. Any injuries to the protective coating of the pipe or fittings shall be carefully repaired by the Contractor with coal tar pitch varnish. The pipes, valves, and fittings shall be carefully cleaned immediately before installation. Every open end of a pipe shall be carefully plugged or capped before leaving the work. ). Fire Hvdrant Assemblv Installation: Fire hydrant shall be installed by the Contractor at the locations shown on the accompanying plans and positioned to provide complete accessibility, and to minimize the possibility of damage from vehicle or injury to pedestrians (See attached Appendix of Water Department Standards). The size and type of hydrant shall correspond to the designation shown on the Plans. The entire hydrant assembly shall be plumb. Nozzles shall be at right angles to the street or as directed by the Water Department. The hydrant shall be located so that the centerline of the riser or barrel is approximately twenty-four (24) inches in back of curb face or face of berm or edge of the street pavement unless otherwise directed. The Contractor shall provide and install all necessary fire hydrants and bury extensions to permit installation of hydrant assembly to proper grade. The Contractor shall be responsible for determining proper grade. 57 02 362 All surface on the fire hydrant assembly in contact with potable water shall be swabbed with chlorine at a concentration of 500 ppm prior to installation. Upon completion of the water main installation and after the field tests haw been performed, each fire hydrant shall be operated by the Contractor in the presence of the Water Department's representative. Operation shall consist of slowly opening the fire hydrant assembly and allowing water to flow freely from one or more of its outlets. Upon completion of this sequence, the fire hydrants, shall be slowly turned off and all protective caps properly placed on each outlet. 6. Service Installation: Service connections shall be installed at the locations designated by the Water Department and per details shown on the Plans. Service stubs shall be installed in a like manner and in accordance with accepted water works standards with a minimum cover of eighteen (18) inches. 7. Flan2.ed Fittin2.s and Connections: All flanged valves and fittings shall be properly positioned and aligned in the trench in such a manner as to relieve any stress or strain on the connecting pipe or flanged end being fitted, with the pipe system resting in its final position and all fittings and valves plumb. Welding, if required, shall be made in the trench bottom except where otherwise approved by the Water Department. 8. Connection and Existin2. Svstem: All existing gate valves shall be shut off by Water Department staff. All service, valves, and corporation stops shall be shut off by Contractor under Water Department inspection. Once existing valves have been properly shut off and inspected by Water Department, the Contractor may begin removal and reconnection. Once all relocation work is complete, the Contractor shall flush all newly- installed lines in the presence of the Water Department's Engineer or Inspector. Once lines are thoroughly flushed, they shall be pressurized and allowed to stand one (1) hour exposed for visual inspection prior to being backfilled. All valves 4" and larger shall be operated by Water Department staff only. 58 02 362 9 Thrust Blocks: Concrete thrust blocks, when allowed by the Water Department, shall be installed at all dead ends, tees, elbows, bends, crosses, blowoffs, drains, and fire hvdrants shown on the Plans. The thrust blocks shall be adequate in size to provide for a test pressure on the size of pipe under consideration. Thrust blocks shall be constructed on concrete between the fitting of pipe and the trench wall. The concrete shall be placed so that it extends to the trench wall in a manner that enable the entire bearing area to be in contact with undisturbed freshly cut material. Concrete shall be kept behind the bell of the fitting and shall not be permitted to run against the pipe. Concrete shall be kept clear of all bolts or flanged fittings to enable proper future removal of all such bolts. (Normally, restraining joint pipe and fittings are required by the Water Department). 25-1.11 CONNECTIONS WITH EXISTING SYSTEM n Connecting hot taps to the existing Water Department system will be made by the Water Department. All labor, materials, and equipment by the Water Department. All labor, materials, and equipment necessary for making the system connections shall be at the Contractor's expense. The outlet of the system connection will be a flanged gate valved equipped with a blind tlange. The Contractor shall remove and salvage the blind flange and make the pipe extension at the direction of the Water Department. 25-1.12 SALVAGING WATER FACILITIES -- Salvaged water facilities shall be hauled to the Water Department Yards at 195 Second Street, San Bernardino, CA 92408. The Contractor shall contact the Engineer and Water Department Stockroom (Mr. Rick Botello) at (909) 384-5385, 48 hours prior to hauling and stockpiling. The Contractor shall provide equipment, as necessary, to safely unload and stockpile the materials. Full compensation for hauling and stockpiling water facilities shall be considered as included in the contract price paid for the item requiring the material to be salvaged, and no additional compensation will be allowed therefor. 59 02 362 25-2.01 GENERAL -- After the pipe has been laid and all trenches have been backfilled and compacted, all new pipe shall be given a pressure and leakage Test. All gates connecting the new pipe to the existing water system shall remain closed until the new pipe section has been disinfected and satisfactorv bacteriological test results have been reviewed and . ~ accepted by the Water Department. The Water Department's Engineer shall be notified prior to testing, and shall witness the leakage and pressure tests and disinfection process. All written results (pass or failed) shall be provided to the Department's Engineer prior to acceptance and continuation with additional testing. Before conducting the field tests, the pipe shall be thoroughly flushed then completely filled with water, and all free air shall be expelled from the line. Any additional taps, valves or blowoffs needed to assure all air is expelled shall be provided by the Contractor. Water to be used to fill and flush the pipelines will be paid for by the Contractor. The Contractor shall provide his own pumps and other equipment to properly fill the line with water and produce the required test pressures. The required pressures shall be established and maintained in accordance with A WW A Standard CY600-87, Section 4.1.2. All thrust block forming a permanent part of the line to be tested shall be installed in ample time prior to the test to enable the concrete to properly set (minimum sever (7) days). 25-2.02 FLUSHING AND DISINFECTION -- During the construction of pipelines as outlined in these specifications, all necessary care and precautions should be taken to prevent contamination of pipe. Prior to assembly, these components shall be cleaned of any foreign materials by use of an appropriate method. Prior to being placed into service, the new pipelines shall be thoroughly flushed and subsequently disinfected by the Contractor, in accordance with A WW A C601 "Standards for Disinfecting Water Mains." All necessary chlorine shall be furnished by the Contractor. The new main should be thoroughly flushed before and after chlor-ination. If the first application of chlorine is not sufficient to clear the mains of coliform bacteria, the procedure shall be repeated until the water will meet the bacteriological drinking water standards of San Bernardino County Health Department and the State Department of Health Services. The Water Department shall be notified prior to flushing and disinfection, and shall witness the flushing and perform test sampling. Written results of all testing (pass or failed) will be provided to the Contractor within three (3) working days of the test. The Water Department will take samples for bacteriological testing. Tests which indicate acceptable disinfection will be at the Water Department's expense. Any bacteriological tests that fail will be the expense of the Contractor. 60 02 362 Once flushing and disinfection is complete, the new pipe segment shall be pressurized by SBMWD staff and then isolated from the system. A pressure gauge shall be attached to the isolated pipe segment and read every 15 minutes for two hours. Any measurable sign of pressure drop in the isolated pipe segment shall constitute a leak. 25-2.03 PRESSURE TESTS AND LEAKAGE TESTS -- Should any test if a section of pipe line disclose leakage, the Contractor shall, at his own expense, locate and repair the defective joints until the leakage is within the permitted allowance (to be determined by the Engineer in accordance with A WW A Standards based on type, length, and diameter of pipe). The pipe shall be retested by the Contractor at his expense until it passes the test. 25-2.04 ACCEPTANCE -- The Water Department will not accept the pipe line until backfill and pavement operations are complete, all gate valve boxes are raised to proper grade, and until the pipe lines are proven free from running and other defects to the satisfaction of the Water Department. The acceptance of the dedication of the water system by the Water Department of the completed work as herein specified is subject to the written guarantee of the Contractor that any defects, excessive settlement of backfill and/or leaks in such pipe lines arising from defective workmanship or by any negligence of the Contractor which may develop within one (I) year from such acceptance. 25-2.05 PAYMENT -- The contract unit bid price per each for "Relocate Water Meter" shall include full compensation for furnishing all labor, materials, tools, equipment, restoration of asphalt pavement, testing, disinfection and incidentals necessary to complete the work as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. 61 02 362 SECTION 26 26-1 INSTALLATION OF HIGH DENSITY POLYETHYLENE PIPE WITH SMOOTH rNTERIOR, CORRUGATED EXTERIOR WITH BELL AND SPIGOT JOINTS 26-1.01 GENERAL - Installation of "High Density Polyethylene Pipe with Smooth Interior, Corrugated Exterior with Bell and Spigot Joints" shall conform to the provisions of Section 207-18.1 "Annular High Density Polyethylene Pipe with smooth Interior, Corrugated Exterior, with Bell-and-Spigot Joints"(City Furnished) of the Standard Specifications and these Special Provisions and pipe installation shall conform with the following Sections 1.2.13 "Installation of Plastic Pipe and Fittings", 306-1.3 "Backfill and Densification" , 306-1.5 "Temporary Resurfacing", and per manufactures instructions and as directed by the Engineer. 26-1.02 TRENCHINGIBACKFILL AND BEDDING -- Trench excavation and backfill shall conform to the provisions of Section 308-2.2, "Trench Excavation and Backfill", and Section 306-1, "Open Trench Operations", of the Standard Specifications, and these Special Provisions. 26-1.03 TIME AND LENGTH REQUIREMENTS FOR OPEN TRENCH n Open trench. as referred to herein, is defined as all excavations made for the permanent installations required on the project, which have not been completely backfilled (including attaining relative densities) as required elsewhere in these Specifications and in which either temporary or permanent paving has not been placed. At no time shall traffic be allowed to drive over open trenches without steel plates or approval by the Engineer. At bus stops, steel plates shall be placed over all open trenches. The Contractor shall schedule his operations so that the time and length requirements specified below for open trench shall not be exceeded. I. Time Requirements for Open Trench -- At any location, the trench excavation, pipe and conduit installation, and backfill and the specified permanent surfacing shall be satisfactorily completed as soon as practical, but in no case more than 12 calendar days after removal of the existing pavement or surfacing. 62 02 362 'J Length Requirements for Open Trench -- Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe and conduit is used shall be 500 feet, or the distance necessary to accommodate the amount of pipe and conduit installed in a single day, whichever is the greater, in accordance with Section 306-1, "Open Trench Operations", ofthe Standard Specifications. 26-1.04 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. 26-1.05 BACKFILLING. BEDDING AND DENSIFICA TION -. Backfilling, bedding and densification shall comply with the requirements of Section 306-1.3, "Backfilling, Bedding and Densification", of the Standard Specifications, pipe manufacturer's installation instructions and details, and these Special Provisions and as directed by the Engineer. Backfill for trenching under the traveled way shall be compacted to a relative compaction of at least 95% for the full depth of trench. Material removed from street reconstruction segment of this project can be used as backfill material within this section. However the material must comply with the requirements of Section 306- \.3 "Backfilling, Bedding and densification", of the Standard Specifications. Under no circumstances shall truck wheels be used for compacting soil. 26-1.06 RELOCATION AND ADJUSTMENT OF SEWER LATERALS -- Relocation and adjustment of sewer laterals shall conform to the provisions of Section 306-6, "Remodeling Existing Sewer Facilities", of the Standard Specifications, the City Standard Drawing No. 308 "Remodeling of Sanitary Sewer House Connections" and as directed by the Engineer. 26-1.07 PAYMENT - The contract price paid linear foot for "Install City-provided HDPE PIPE and Three ( 2'X 3' ) Curb Inlets", shall be considered as full compensation for providing all materials (Except Pipe, Pipe Fittings, Joints, Curb Inlets and Basins), work involved in installing the 12" pipe and connecting to existing catch basin per City Standard No. 412, as shown on the plans, as specified in the Standard Specifications and in this section of the Special Provisions and as directed by the Engineer and no additional compensation will be allowed therefor. 63 02 362 Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Test which do not meet the required relative compaction shall be paid for by the Contractor, aside from his contract. 2. Test which do meet the required relative compaction shall be paid for with in the contract unit price paid for the Installation of the Polyethylene Pipe. Saw cutting and removing and disposing of existing asphalt concrete pavement, constructing bedding, backfill and replacing A.C. pavement and any relocating or adjusting of sewer laterals shal be considered as included in the price paid as a lump sum for "Installation of High Density Polyethylene Pipe with smooth interior, corrugated exterior with bell and spigot joints" and no additional compensation wim be allowed therefor. 64 02 362 SECTION 27 27-1 MODIFIED DRYWELL WITH ASPHALT CONCRETE APRON 27-1.01 GENERAL - Modified drywell with asphalt concrete apron shall confom1 to the requirements Section 203 of the Standard Specifications, the City Standard Drawing No. 50 I, these Special Provisions, as shown on the Plans, and as directed by the Engineer. 27-1.02 ASPHALT CONCRETE DEPRESSED APRON - Asphalt concrete depressed apron shall comply with the requirements of Section 203-6, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. Class and grade of asphalt concrete shall be C2-AR-4000 A soil sterilant shall be applied as directed by the Engineer. 27-1.03 PAYMENT - The lump sum contract price paid for "Modified Drywell with Asphalt Concrete Apron", shall be considered as full compensation for providing all materials and performing all the work involved in constructing the modified drywell with asphalt concrete apron as shown on the Plans, as specified per City Standard No. SOl, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. 65 02 362 SECTION 28 THROUGH SECTION 33 BLANK 66 02 'l62 ,j SECTION 34 A 34A-l ADJUSTING OF MANHOLE FRAMES AND COVERS 34 A-l.Ol GENERAL - Adjusting of manhole frames and covers shall conform with Section 301-1.6 of the Standard Specifications, the City Standard Drawing No. 304, as shown on the Plans, and as directed by the Engineer. Frames and covers shall be adjusted to grade, after completion of the restoration of the asphalt concrete pavement. 34 A-1.02 PA YMENT - The contract price paid per each for "Adjust Manhole Frame & Cover to grade at the intersection of Meridian Avenue and Poplar Street", shall include full compensation for furnishing all material and performing all work involved in the adjusting of manhole frame and cover, including extra depth as required to form a complete installation as noted on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. 67 02 362 SECTION 34 B 34 B-1 RELOCATION AND ADJUSTMENT OF SEWER LATERALS 34 B-I.O I GENERAL -- Relocation and adjustment of sewer laterals shall conform to the provisions of Section 306-6, "Remodeling Existing Sewer Facilities, of the Standard Specifications, these Special Provisions, the City Standard Drawing No. 308, "Remodeling of Sanitary Sewer House Connections", and as directed by the Engineer. The Contractor shall schedule his operations so that the time and length requirements specified below for open trench shall not be exceeded. 3. Time Requirements for Open Trench -- At any location, the trench excavation, pipe and conduit installation, and backfill and the specified permanent surfacing shall be satisfactorily completed as soon as practical, but in no case more than U. calendar days after removal of the existing pavement or surfacing. 4. Length Requirements for Open Trench -- Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe and conduit is used shall be 500 feet, or the distance necessary to accommodate the amount of pipe and conduit installed in a single day, whichever is the greater, in accordance with Section 306-1, "Open Trench Operations", of the Standard Specifications. 34 B-I.02 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MA TERIAL Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. 34 B-1.03 BACKFILLING, BEDDING AND DENSIFICA TION Backfilling, bedding and densification shall comply with the requirements of Section 306-1.3, "Backfilling, Bedding and Densification", of the Standard Specifications, pipe manufacturer's installation instructions and details, and these Special Provisions and as directed by the Engineer. 68 I' -- 02 362 Backfill for trenching under the traveled way shall be compacted to a relative compaction of at least 95% for the full depth of trench. Under no circumstances shall truck wheels be used for compacting soil. 34 B-l.04 ASPHALT CONCRETE -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. Temporary resurfacing shall comply with the requirements of Sub-section 306- 1.5.1, "Temporary Resurfacing", of the Standard Specifications and these Special Provisions. Temporary resurfacing shall be placed over all backfill in streets, or other areas where the Contractor's operations have resulted in the removal of existing paving. Temporary resurfacing shall be placed as soon as the backfill is densified to the relative density or immediately when so directed by the Engineer. Permanent resurfacing shall comply with the requirements of Sub-section 306- 1.5.2, Permanent Resurfacing", of the Standard Specifications and these Special Provisions. Permanent trench resurfacing shall be one (1) inch greater in thickness than existing pavement and shall be feathered over existing pavement a minimum of 2 feet on each side of the trench as shown on the Plans and as directed by the Engineer. However, total thickness of the new asphalt concrete pavement shall not exceed a maximum of 4 inches in thickness. Asphalt concrete pavement shall be C2-AR-4000. A self-propelled machine will not be required for any trench that is 2 feet or less in width. A tack coat shall be applied as directed by the Engineer. 69 02 362 34 B-I.OS PAYMENT -- The contract price per each for "Relocation and Adjustment of Sewer Lateral" shall include full compensation for conforming to the requirements of this section, including saw cutting, removing and disposing of existing asphalt concrete pavement, constructing bedding, backfill and replacing 4" asphalt pavement in roadbed area, as directed by the Engineer, and no additional compensation shall be allowed therefor. Costs for compaction testing ordered by the Engineer shall be paid for in the following manner: (1) Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deductim from his contract. (2) Tests which meet the required relative compaction will be paid for by the City. 70 " - 02 362 SECTION 35 THROUGH SECTION 49 BLANK 71 02 362 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT 50-1.0 I GENERAL All eXlstmg improvements (except utilities and street pavements) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways, sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs and traffic detector loops which are damaged or removed during the course of construction of the project shall be restored or replaced to a condition equal to or better than, in all respects, the existing improvements removed or damaged, unless otherwise specified or noted on the drawings. The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing and the following requirements: I. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. One end of said 10-foot section may be taken at a joint or scoring line and the other end shall be measured the minimum distance of 10 feet therefrom. If said 10 feet falls within 3 feet of a joint or scoring line, then the removal shall extend to said joint of scoring line. 2. Concrete sidewalk shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be sawcut. 3. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. 4. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a sawcut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. 5. If the roadside signs, fences, irrigation system, landscaping, hardscape, mailboxes and posts are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing. 72 02 362 Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of work. 50-1.02 PAYMENT -- Full compensation for conforming to the requirements of this section, not otherwise provided for, shall be considered as included in the prices paid for the various contract items of work involved, and no additional compensation will be allowed therefor. 73 MANUFACTURER'S INSTALLATION INSTRUCTIONS & DETAILS 02 362 e e p r 2'x 2' Grate Options 111III11111 11111111111 Standard H-25 02 ?,f>? Nyloplast-ADS pvc Curb Inlet Structures include all the advantages of the stand- ard Nyloplast-ADS drain basin and fit drainage pipe up to 24". They are available with a variety of ductile iron grate options. .... ~ OONOIF'llLLUTE c::::::::::> Field Frame ORAINSTOSTAfAAl NVlOPL!l.ST - U U Adjustment e ~~~~~~~~~~~ n ~~~~~~~~~~~ ~ ~ U Available as of June 1, 2002 24" 1 ~G~ c D t B --.t t E L -A-- ~ Diagonal H-25 2'x 3' Grate Options ~ Diagonal H-25 High Flow Vane H-25 A* B* G - 2'x2' G - 2'x3' 12" ** 4"- 12" 24" NA 1511- 4"-15" 24" NA 18" 4"-18" 24" 36" 24" 4".24" 24" 36" 30" 4".30" 24" 36" 'NOMINAL SIZE C = VARIABLE INVERT HEIGHT D = VARIABLE OVERALL HEIGHT (10' RECOMMENDED MAX.) E = 6" MINIMUM F'= ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 359'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE MINIMUM ANGLE CHARTS .....Onlyavailable with 24" width grates. rr=- -T ~ Field Hood Adjustment o i Field frame adjustment is one of many installation time savers the curb inlet structure offers. Simply adjust the frame horizontally, backward and fOlWard to stay in line with the curb, tighten the nut and bolt assembly and pour the recommended H.25 concrete grade ring. Field hood adjustment allows hood adjustment to 8-3/4" curb height for easy installation. Simply tighten the nut and bolt assembly and finish the concrete curb. See CD-Rom for detailed drawings and additional technical information. 02 06" '. .". .. . ..... .... " P Jl @ ~"~ 'C- ""', (..' l:::::J i h 1/ >-< <' 1:1 I. 'I i I :1 I: z '" 0 0:- '.0:0 ~ 0: 0 "';>". ~ - l~' r- - - <I .~ <.) :I: w Co' "- "' "., "' "' <( <.. <( '" ~ 0 <( 0 a:: ~ < "" C' lei C ~ P 7" <' "' ~ L ~ C' . . "' cr "' ~.::: ~ ';> '" z '" '" ~ W > ~ " "' W << 'i N ~ a:: a. W--,O UJ lDL.U~ lDCl -'>UJ .....Z ~~U)N:;i!< I(,9:S"'-'IU) U)o:::ut:lUJti: <i!OCl::::<i!::::i ii:Ll.J~I-a::N ~Btu~~;: <!I-UJz<(-o ::E(/):E-:E>-w ~63~~:j~t; u..IO:::u..u::Cl::<( ~U)LlJU::':::Oa.. ~~~~~~~ CDU:EU)a:l=>U z (' (j; ~ Q l/' ~-:: ~'- if ~ fDG~ ~2~ P;:- <( ~ '" a:: ::> U w r- w a:: u z o u z '" "' ~ ;! ,; '" ';> '" I' :1 r-';;'1 tJ'.-... ,... ~ ~. . . \t ~f"" '- ,. - t . j ) Nyloplast-ADS Drain Basins are used as a collection point where two or more drain lines converge. Nyloplast-ADS basins can provide a transition between different sizes and types of pipe, and also change the elevation or direction of the pipe, Seepages 12& 13 for available grate options. See CD-Rom for detailed drawings and additional technical information, 02 ')62 p ~ c o ~. ) .~~ . _.:.~.C.' ."'~.. L B l t E ~ A ~ A* 8* C = VARIABLE INVERT HEIGHT D = VARIABLE OVERALL HEIGHT (10' RECOMMENDED MAX.) E = 6" MINIMUM F'= ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 359', TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE MIMIMUM ANGLE CHARTS 8" 4"- 8" 10" 4"-10" 12" 4"-12" 15" 4"- 15" 18" 4"-18" 24" 4"_ 24" 30" 4Jl_ 30" 'NOMINAL SIZE . /. , -V e e 'e - - - / , /. " I - \ -"- - -~- ~- 1== \ I I \ 1 \ -- -- I " z , / - - - 02 36? m.. .. m.. ... 18" m._. Pedestrian ..\~. H-10 .. 18" Standard H-25 18,24" 30" 18" & 24" Solid H-25 24" Standard H-25 m.. .. Locking opt" . for all grate~on IS available All grate opt- . b' Ions are a 'I aSlns and in line d . val able for drain (see pages 10 & 1 ~f'ns- 24" ~.ftI ~~.tr;oo ii. III 30" Standard H-25 m.. .. 30" Solid H-25 m.. ... See CD-Rom n and additional ~~~etai/ed drawings mea/Informat- Ion /-'--r--~ . 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I- ....J O.!l ~ 0.. :; ;z (:; ffi G Z ; gs tn_" ~~5~~~~~Li:;< ~...J(f)I-;--Cli:.~~'~:;- t3 b5 ~ O:t 9 ~ ...Jif) c.. U:r.: (;'.1.. >-: 0 w w C,:( z CL o:::r: 0 ( Cu ~o .::( > aD... ~C: O:::UJ n' OJ QaJ un::: z <( 0:: o w Z -l Z Co ~ z en <( CD Z <( 0:: o Co ~ - c~ - ;:::: ::2 , ~ \'7 ,:.; ~ ~ -, "' '- ~ '" " :-:-. '" ~:?:' ~. '", <'A{// <.1: ~'~ ~ u .- ==' ~ - ,;;:>/:,(' <- -7 ~ ~ :;~"" ~ ., < )/.y >': r_f - ~;(~:;('\.(<~ :": , <- 0" <- . /,'//<>:::>~ ,- < "C7 c:-c . /'" " '" .:' 2 to ~ .1. .1'1 1:1 1:1.1 /"1: ~c ~~~' ~~:; ~V '-:'"' , < <- (/ . ~~: ,- .;e;. :'\2 " 36 'f j< F' 12::; ;' '< I~~~~ i ~ c: [l, <- i ~: <.:.: (f)ti" ~ I L: ~i ~ 1,- ~ ;~ 7 i" "': i ~C ! '5! I I I I i~ ~ ~ ,- !;d ~ Ll: z W < ;:v- i~ i o z " w Ig < L I'i z- ,-) ~ ~ 0';'0 G ., ~ ~ ~ < ~ ~ ~ li: -1~ $ ~~ ~ 6Cl'::OO ~ ",,0 z ~ ~ t " a:: ~ :z u.; r $ ~ V) mmm ~Cl':~=(j)~::;>~J.'=- mmm ll.. .,.-.,.. <n Z ':d w "- ^ <J) tJ; o:;;s:;r- t: ~ :;;'"-; ~~r~~~U ~ ANNULAR PRO-LINK ST 02 362 PART NQ PIPE A SIZE 1011-AA 10" 5.5" 250 mm 140 mm 1211-AA* 12" 8.25" 300 mm 210 mm 1265-AA 12" 7.75" 1266-AA 300 mm 197 mm 1565-AA 15" 10.5" 1566-AA 375 mm 267 mm PARTS ENDING WITH "65" DO NOT HAVE A GASKET. PARTS ENDING WITH "66" ARE THE PREMIUM COUPUNG SUPPUED WITH A GASKET. HOLES PF:onDED fOF PL\STIC LOCKI\"G C"bLE 1;:.' , ~ ~ - '- --A~ . i -WHAP COFPLl\"G AROl'\"D PIPE ENDS, ['\STALL THREE PUSTIC LOCKI\"G CABLES (PAFT \"DlBER 1260-MCI THROl'GH HOLES PROVIDED I\" COCPLl\"G ..\.\"D TIGHTE\" SECURELY ..\.ROC\D PIPE .. -~ - - PART NQ PIPE A SIZE 1865-AA 18" 10.5" 1866-AA 450 mm 267 mm 2465-AA 24" 12.625" 2466-AA 600 mm 321 mm 3065-AA 30" 16.5" 3066-AA 750 mm 419 mm 3665-AA 36" 20.6" 3666-AA 900 mm 523 mm 4265-AA 42" 20.7" 4266-AA 1050 mm 526 mm .. 42" IS A TWO-PIECE COUPUNG SUPPUED WITH SIX CABLES * PART 1211-AA FOR TWO STAGE SINGLE WALL PIPE ONLY DIU.WJfBr ~lJl). REVISIONS BY DATE D.P.K. 11-18-97 D.P .K. 8-22-98 I I\DVNlC[D llRAlNAGE $VSTLKS, INC. APPRQftD BY D....WDIG , NOTE: ALL DIMENSIONS ARE NOMINAL M.D.S. 6-10-95 N.E.K. 6-10-95 011'-201 DOUBLE WIDE ANNULAR PRO-LINK ST 02 ') 6') ..; ~ PART NQ PIPE A SIZE 1069-AA 10" 11" 250 mm 279 mm 1269-AA 12" 15.75" 300 mm 400 mm 1569-AA 15" 21" 375 mm 533 mm .~ HOLES PRonDED rot: PUSTIC LOChI:\C C.\Ii1.1' TiE.~ , ~ ~ L- '- A -,rRAP CO!;PLli\G AROCi\D PIPE Ei\DS, Ii\STALL HmEE PLASTIC LOCKI'\G CABLES (PART I\T~!BER 1260-),!C) THROCGH HOLES PROVIDED Ii\ COCPLIi\G A'\D TIGHTE'\ SECTRELY AROFi\D PIPE - - ~ ~ ~ ~ ~ ~ L- L- L- L- '- '- '- '- PART NQ PIPE A SIZE 1869-AA 18" 21" 450 mm 533 mm 2469-AA 24" 25.5" 600 mm 648 mm 3069-AA* 30" 33" 750 mm 838 mm 3669-AA* 36" 41" 900 mm 1041 mm * PARTS 3069-AA AND 3669-AA MAY BE UMITED AVAILABIUTY ~.lJl). REVISIONS BY DATE ADVANC(D DRAINAGE $YSTtM$, INC. Dti1lJf BY gpJOVID BY Du..WDIO , NOTE: ALL DIMENSIONS ARE NOMINAL PXC 4-8-99 KEJ 4-8-99 DW-201A j , . l..:-l · 1. u. ) PRO-LINK WT COUPLER 02 062 ~, c-- c- >- - c I -- ,\ ~ NOTE: REQUIRES GASKET TO PROVIDE SPECIFIED JOINT PERFORMANCE. PART NQ PIPE A B C SIZE 1213-AA 12" 14" 14.6" 15.4" 300mm 356 mm 371 mm 381 mm 1513-AA 15" 16" 17.75" 18.6" 375 mm 406 mm 451 mm 464 mm 1813-AA 18" 18" 21.4" 22.4" 450 mm 457 mm 546 mm 559 mm 2413-AA 24" 14.80" 28.2" 29.25" 600 mm 376 mm 711 mm 724 mm ~1:l). REVISIONS I BY DATE ADVANCED tIll:AlNo\G[ SYSTEMS, tHe. D.P.K. 10-6-97 DRAn BY I UPaDQD BY I DiAWDtG , NOTE: ALL DIMENSIONS ARE NOMINAL II.D.S. 6-10-95 N.E.K. 6-10-95 DW-205 PRO-LINK 8T 'D2 '1,c, . v'\(}2 -15. (I" B (LD. ) c 45.0" . --------- A NOTE: ALL DIMEN NOTE: REQUIRES GASKET TO PROVIDE SPECIFIED JOINT PERFORMANCE. PART NQ PIPE A B C SIZE 1214-AA 12" 14" 14.6" 15.4" 300 mm 356 mm 371 mm 381 mm 1514-AA 15" 16" 17.75" 18.6" 375 mm 406 mm 451 mm 464 mm 1814-AA 18" 18" 21.4" 22.4" 450 mm 457 mm 546 mm 559 mm 2414-AA 24" 14.80" 28.2" 29.25" 600 mm 376 mm 711mm 724 mm i ~.i[l). REVISIONS I BY DATE ! , "'DVN<<:EDDRA~SYSTDlS.lhC. D.P.K. 2-13-97 i Dun BY 1'~1'IDBY !D....WDfOI D.P.K. 11-18-97 i SIONS ARE NOMINAL B.R.L. 5-8-98 N.E.K. 5-8-98 , D1I - 208 , I PART :\iQ I 0491AN i I ! 0691AN 0891AN 1091AN 1291AN 1591AN N-12 FABRICATED 11.250 BENDS (I i~ILJU~!l . r! ",r.1 ii' I.i.li i~!III! Irl ,Ii I ::' 'i ill III lid ," 1111.1 Iii I illl II . III I I! ,I " ! II, ': i'! III L!~iJU'"' Ii I i i !!I I i Iii I'LU PIPE SIZE 4" I 4.20" ! ! 107 mm i 4.95" i'""'J8--.,..__ --"- -,.1 ..... "" 1_ ..._&..., Ii" In . '1111 I Iii; ,nn r- . ; 1/;/11 'I 1/;'11'; lIT I. IliTl 1'.1 I !..~i ,- ro,l /' I I II ,'Ii ",It-r, ' :,.I..JI III1 /11 }II I!f! //1 II.I!/ .I/! Ii! I1II 101 III' 11;1 II!! /;ill 1/1 W I ~I !11.ff.~ 11.1 :1 III! II/! II/I ,III II'! i/II I ! II I! !.!~I 'l !II/ II/! Ii!! III; I.t /1,11 !! I ~~'/I II/I' /1'11 III!! I'! JIll j"! I, I! l/ / II Iii ./111' I!II j; !I!!I ,.lfll IIII !I! ,', II 1,1 ,) /1' l,i I II /1/1 /111' /it II III/ I,' /, /1/1 !/I ,/1 U:1JI Iii! I!II" !'!!II!! II/ Lr ul I~I II II Ij)! 111 LrULf PART NQ PIPE SIZE A 1891AN 18" 100 mm 6" 150 mm 126 mm 6.69" 450 mm 2491AN 24" 8" 200 mm 170 mm 10" 7.46" 3091AI'-: 600 mm 30" 250 mm . 189 mm 12" 8.89" 02 362 A 14.99" 381 mm 15.86" I 1403 mm I 17.99" 3691AN I 36" 750 mm 457 mrn 17.23" 900 mm 438 mm 4291AN 42" 1050 mrn 579 mm 1DmJ1I'~ (Ullllr.I.../iJ. DRAWN BY APPROVED IIY DR!'II1N"I;;.; NOTE: ALL DIMENSIONS ARE NOMINAL D.P.K. 3-21-97 l'\.E.K. 3-21-97 DW-216 AUVAN:n D~"'IN.G[ SY~lE~~_ :~c 300 mm 226 mm 15" 375 mm , 11 ~....,,, .1 I , I ! 299 mm i 22.S'1 REVISIONS BY DATE D.P.K. 6-26-98 r) ') 62 , . . STANDARD DRAWINGS ~I.. C 0_"'" SM&U. IE ~ UIIWClt"L' 0. ALL !'ORO S....,.ecs ""'011 TO tVAPOlIA ,0.0 0' 'UltJfACE WATER. /8" zi" ~~ IIOTI CCttCIfET" IIIUIT I( AT LIAS-T 5.5 ...... "'X (UO-C- Z5001 AND HOLD 2500 ,. S.I. I" ZI QAY'. '", "J "62 ~"'I .oTIS: Z~ ~ - R'4"'- .,2" -?'4 [XfllAN310H J~HTS AT' END ~TU.H' . 5T.UCTUIE3 'II P\.ANE JOINTS !VER'f 10 FT. OR AS I""'TRUCTEO. ..5. S:..oP! 1:J8 I:tl ""4 \ " , O.O~7 cu ;1'0. "~R i,./A./ ~ - --S L- '10; ~ TYPE "s" P.C.C. CURB a GUTTER z~r /8- z6" " ;L~ R,d - ~ 1'18 i ~ R:,F " '. -1 . " '", .. , O.O!)/ c!..t. y" PL'.If'i/N ';T' ~ ':. o TYPE "c" P.C.C. CURB a GUTTER (LOCAL STREETS WHEN APPROVEO BY THE ENGINEER) :i" ,.., i.:",,; . ~I . . I .L " Q :;3/ C(/ )'0. '\~ PE R Lf/..! F7 1. 24 . " R:/.!'- . . - -0- . ~ , "Oil? Ct./ YO. '#E.p :. /,A.,' "c;"" TYPICAL SECTION ROLLED CURB I ON I. Y FOR SPECIAl. APPUCATlONS AS APPROVEO BY THE CITY ENGINEER) I .90/'1 I . I 1-1. TYPE IIAII P.C.C. CURB CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. TYPICAL SECTION- PC.C. CURB 8 GUTTER APPROVED, ,....,.....y 27 STANDARD 19& No. 200 02 362 PERMI55A8LE ALTERNATIVE ~Ke'T ~~^, ~p~~O I ~ j I ~I /.:;' CVR8F-4CEMAY VARY AC'COROIAl6 TO PLAN 8"CONCRETE I.~' J'ZoW'~/A/e~ E~R ---~ . / f< ~O/ I" €/ ~ I I rA EYPANSIOA! JOIN T LA E,J'PAA/SIOAl JOINT 5TRAIGHT GRADE -,&'"~ow D~,e~~r"'N /.~. PLAN. OF CROSS GUTTER ~" ""8 ':-ILL WITII ASP/MLile JOINT SEALER ~o~e..tt" . ~I,. - STEET TROWEL FlAlISH ~ - '" F1' EXPANSION JOINT /" -----'r- -If-I" fj"CQA/CRETE SECTION "A-A" NOTE: ST/i!III6NT GRADE BETWEEN 8CR '.5 MAY 3E At TEREO ON E.(CESSIVL' 6RADE.5 3,," /4" 1~ /S" ~ R-J-" . '1... ... 0.0 rz cu. J"D. '0. P~H.L/~:."Y ~ 36" PC.C. CROSS GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) CITY OF SAN BERNARDINO- PUBLIC WORKS DEPT. APPROVED, 36" a 72" CROSS GUTTER M.sjl 27 STANDARD 1982 No. 201 ~... / 02 :062 ~ VARIES (p' '"/ ~LOI"E ~ /~r ~{1111./. I ~TY?/t::4'L LaUTIO,V (/TaITY TRENe;,.' W64KENEO fl-4A.1E ./OINT CASE 'A" 'pRE~ERREO $/OEJ.'Aii.' LOCATION VARIES .sto~ ~. n: II)ME tSRAVEL (6. A.( 1"Jfl)II161TEIJ IN THIS AREA ~ '(/NO!!5TRtlt'TEtJ N1tJTIr' t,"tlflN. ,~" !J 8 1'11#. I"Ct' S10EWA/.K CASE "'8. /"lAY CE U.5EO: I.) WHEN ~ROAlTAGE IS L.ESS TIiAN 100' ANO SAME ,SECTION EXISTS a-v 80TH SlOE.!] O~ L.OT. .t:) FOR I"fE'A,vOERING SIOEWALK,S. I '(I I -~ GENERAL NOTES: SClP: " I 41P4HAI.K .. ,P,('OP046&> ,J*IDIAlA,I..II:. I)(,()NC~E CLAU -~.ro.c..r~ ~) WEAKENeD ~NE .K:J/NT.I To /'UTe". f!:t/r8 ./(JINT AS O!REt:TEPIY 'T1oIE. ENSINSEI? 5.)Ct/RIMS m...,.""t/,vD 4/r1,4ti. tie ~'pR"" YED ~/R:JRItfL Y OAl ALL EXI"OS~O &r/~""'CI.s ~_ 70 THE EVA~tV OF .k/~1iiIa AUTEA!!. 'EJ!1 .&.it:E TYPICAL SIOEWALI<: TRANSITION CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPRQVED STD. NO. 11-- P ,1983 LOCATION ~ 202 i,SIDEWALK H...I R........,C:O, ~.~ AI.. ~ ? :; 6 (~ A L hfANN04E COy..' ~ F"'''1I>?E Ii'EQ/JIIUO DIMENSION'S CUM OYE,fAU HtrGJ{T APPRiUl1t CoPENIK /lASE 'rEIOJ{ 2ZYz" Wz" 6 4s:: A -1 ./V.!JTE oS; I. MtU1nole Coyer shall b~ tieSI ed Fer .417. $. h'. O. ;'/-'<0 loadl",!, , ;c. C a.S? IrO" shall naye "';"1/11 tensile stre~5'M "I' ~O, 000 II. per sfvare IAt:.? TO? !/J.E!/Y '/ I ~/pa.r QPpmnj I lJ~"" "''i>'''''' W'''''~ l SECT.J {}j!/ A':'.),)' M~"h_.Jt:5 sholl be. c_"'$rrtJC"/~ &;:" be/o_ Fin/shed 9rt:7c1e when sfre.e.1 '-snr. ~ved Nf-n/-'o/es sholl be corIsfruc,,", fe> 9rC:U:31c~ "",hen /n .J=1'Ovea' .t~ or vns~rtQc::ed eose'1)e,.,f /~.. S"rreer O~ ~~I'7"H!!,.,1- surFno. , I "< 'I I " ' "1/ .. a. = .'... .. i ....:<:,.'"~.~ "....4I,"'~,.. I . '. 1_ .. _ - ~F0- ' (;rade Ii'lnO's -.s-C:~. .~ I'{- '.' '.', :' ;1... . . .. E ..., . ' '.-- , I L)/j?T S~'?.EET .PAJ/E..CJ ST.f?.EET .;;Jf/ Z S/Y././'o./ X SECT.JtJ./!/ n/./"?V F./?A.JI~.E S}/tJ,J/!/././i/C' TYP/CA-L /fl/.ruJ.Ll..tJ7/t!J.A/ CITY OF SAN BEIlIlI1RIJINO - PU5LIC WOl2lSS DEPT. ST.4IV04Rf) DP4WI/;/r; M41VIIOLE COYER AND F/?,4,ME APPROVEO : Ih/~/Jsf R9, 199 '...J ~ ~~ CITY EM //YEE-R :JTANDARO /YO. 304 II/I ....' ;s "", \\\1 ii PUll I-IW ,\\\~ = ///.'I' = ,,\\\ III/I ~ / If/I w 'Ell' W ~\ ~ '1111 7J'J'~ Illil~,.I/I/I_ :r \' vr -h, 1 _/,~ ~\ 0.; t) ""N. HAf'-.lD SHAPED ~J ,....,OIS-r~JI2.5e-o . w (MIW. , , . &EI.OW FIZOM 'SC'I ~ 0' w O? - - /' o.~ 0' MIN. ~, ,) "TlZ:.e,,",CH ...eA'JUIZE~ewTJ All. r., &10- .....a.~e: .4T Top C,,' Pipe HANO 5\-1At='E'O FIZC::I"'1 G \Z..A.~Ul....A1:z BEOClto..JG, ",""A-reeIA~ / I / ! !JOT E 1f I - w ~ &" .....-."'...~I.... J ~. "",OoI'..,"M F"Q~ r:olP~ :c'.......ETIC'1L4 ~' ...~ U"2:lEIZ.-, !'JOT e::. .jo.z . wHE.U TIZ.EHC.lo4 _'VY'H<; A~E Gicur"'T!!"~ TWNol <;__, TWE C::IT'J' EI'l61"'C.~ ...,.y EEQUI~e: '..nAou......TIO"" 0,," CONClZEn: CA:.4_ .1It'1n""''''. REV. I ReiNYd & Tondo....d No ~, efT.,. OF "jAJIl eEIZIlAIZl:lII\lO . FueLlC: WOlZ...,s DePT, -rVt='tCA L. S~OOI~~ f 'T~e:.WC~ W.OT....~ ~AtJIT AIZY t;EWE'rzS ~ STOrM 1)eAl~, CITY E"'GIIIIE:I!'~ .sTANDARD NO, 30(P .t Sta,,;ietry Gc.~.., t/ ~ I 1 AT;",' ';...1.', C';~r..r.. ",""~~ol"r _ell (,-.AboanoCW\ t-iouaa ~'ott ~ . --3-6_ \ -- "- ,-- - --. _n. "'e.c...~...t -- -. .....a...clo.. .w.u.. c:O"".e+i.."" I., Re c.onne.ct . ---t So.......". ... s~~- ".~! "'.. I VProi..e+ "C!'P'.p~lIOc:.'-I. ....,......n...iI ae+eils ~r 6+.. '%)~'""'3' HD 't5'2J-y '''if: ~CI.~ /-stoppe.r 10_1 ~. 'Oete; I 4.. SQ.ft;~arlJ S."'&P' _. r-' ~ " 11...L?- -'\ 4S' _----!...MClM r' - - - - \ --- ~ - - .....-- '" I' I - -.. )- - CU+ GftJ Re.CWonn..c+ ~I "',~'r ...-- ,11<<:"- _; ,- , ,~_ '.:" - :',' i \". -'iMmdof't +-touae COl\ftecn'~ h. ..-:, ! i Li 4.bc..d.., +40~~ Co,.".cti., IG.hI'r"~ C"'~r ~o.f _.CDncr'+. _.11 .u,..~.~ _ -1, / t - '-=-:;:. oL5an,ta'~ s.-r--f I r~'i~_l. ~-l G&~E ~o. '" -- ., -_.- /' c~ -*cpper ,. -? - t \ t::N:i-.,1 A- ~.~";;.:.e~;.n ~ JI ~ $an,'~ I / Sc~r_ I ----: "', '- .- I' J6"M.",.-. , E SO";i-.""'Y : I Se""lI"p' ----; i .... L-l.' 4 I '- ~ , I ., ~.... ~ 4," I '""""'1-4" cv4:-.Nl lteCDt'W"le.c+ r L/ //... ~.' "/ {~. /.~.'~ Ii. ' h /...",.~/ IL/ i r'C"~E ~".,. 'Abo....,., ~O!J.. Co"'"et:f;0" \S+.~~r cui _...d - -" ".coRn'.el / - '. it ~A!L..~ . t;/ Coner efr ::''''~~.''1- w.1I J- ~ r----, ./ Vn4i.+url.ea , !Lar+" -~P'~" /' P-rct eC:+ pe.r Q,..~I'eob\. note:. cP'ta ae:+eil& pc" ~d nrw'3_ tJ.. "f."!t'Z1 .V L 'Z 3. 4. s, E. >>~ Z 3 t..~!:. No. 4. t.)OTE'S c.,e:CTION c.e All ho~ CQ"'"cc-t,!"s. "'all b~ Vltrlorll!:c:i c1a'::l pipe,..4 ~nC'".s I;"G~amcfer J e:ll'e_r+ CIS rihe"""".. requ,,,.d.. The m;rtlrnurn ..lope. fo~-4 inch hOUSe! clO",n_e+-ion-a IohClII I.e II. i,.,ch pe~ tClCllt. A..... inch ~d.dl. C....all be.us~d. whe.re. n.e.S"Qr-~ and ~hClII b~ con.....eet.d 1-0 fhe pl.pe conS1-I;' ut;~q ~. .)(1ta.hn9 Y or ,. .~r to the .t'\."t \owe,... pipe \engH'" y '5 rnaH b~ '01 d F'I G+ UPOt') cppl"'OvClI o~ +h~ E"'ngln&ctr. C'c...erc+. ,ro" c;...irnn.~s ahalf b. \',!t: 5 Ml)l' c.oncr-et. or-&.et1.."_ W'"'eP") s.Q."'+Clr~ se"""er hou.si!! C'onr.eei.i.on:s a"e !oou.pporte-cl on cot'rc".te .u",.ort., thC!'P"I su.ck hous. connect',ol'1~ .holl D~~"eQ5e.d per d.etail fo~ conc...-c!'i:e chca"'tnltnt Show", 0,", Stonaa.rc! D~.Q,W't'n~ JJet, 'Z!l,2 t -V' o",d 'the eoncl"'e+e. .suppo.....t~ t="'_ +h. house conneetto,...".. s::hall De I ~"'91~e"ed Qnd "",i_".cl to tlJlI~ 601JppO,.~ such .nC'a.s......,."~ C~lr'IO'tn.~5 !W-tow.... ..e p,eio"'C11 onl'i ,a.nd. +he ac.iuClI c.J.;,'".,,,.~ cor,c'h.uc+."j -+ a"~ $,....C'itre \oc_t "01"'\ st..all m~e+ the af'prD""'a\ or ~he JUrIS.:"'c"'i.or~\ .~e."c,; ''''''e\''W'u. 1. &:ITY R__.".s.d Jro"do~ci No 1l."'~/ON .....-,- ~---.- ..... A 0.,.", STANDllRD "0. 308 :DEPT. . ~ I'PlZOV'E 0 11- ~ I... ~<J?:J Q.J.~L' ~ CrT." ("'C4IUEf~ NEW A.C. PAVEMENT I" THICKER THAN EXIST. A.C. PAVEMENT I MINIMUM !. Z'-O" MINIMUt.l * FEATHER Z'-O" MINIMUM * FEAT ~ C} (')[) C) 00 ()O <I </ <) (J C) C) JC) C7 ~~~' EXIST. A.C. PAVEMENT EXIST. AGG. BASE 1ST. A.C. PAVEMENT TRENCH BACKFILL ~ .~ TRENCH EXCAVATION LINE NOTES "* OR AS DIRECTED BY THE ENGINEER. EXISTING !l.C. SHALl. BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR. BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL AlL CUTS SHAlL BE PARAlLEL OR PERPENDICULAR TO STREET CENTER LINE. WHEN PRACTICAL 2. BASE MATERIAL TO BE REPLACED TO DEPTH OF EXISTING BASE. AC. MAY BE SUBSTITUTED FOR BASE MATERIAL 3 A TACK COAT OF ASPHALTIC EMULSION OR PAVING ASPHALT SHAlL BE APPLIED TO EXISTING AC. AT AlL CONTACT SURFACES. PRIOR TO RESURFACING. 4 ASPHALTIC CONCRETE RESURFACING; A) MINIMUM TOTAL THICKNESS SHALL BE ONE INCH GREATER THAN EXISTING AC. B) AC. SHALL BE HOT PLANT'MIX. C) FINISH COURSE FOR TYPE B RESURFACING SHALL BE LAID DOWN USING A SPREADER BOX. 5. AlL AC. RESURFACING SHALL BE SEAL COATED WITH AN EMULSIFIED ASPHALT AND COVERED WITH SAND CHIP SEALING SHALL BE APPLIED AS REQUIRED BY CITY ENGINEER. 5. TRENCH BACKFILL SHAlL BE DENSIFIED TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION 7 WHEN PAVEMENT IS TO BE PLACED DIRECTLY ON SUBGRADE MATERIAL THE TOP 5 INCHES OF SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95 PERCENT. S WEDGE-GRIND ( HEADER-CUT )1 INCH BELOW LIP OF GUTTER WITH AC.OVERLAY IS REQUIRED IF EDGE OF PARAlLEL TRENCH IS WITHIN 3 FEET OF LIP OF GUTTER. CITY OF SAN BERHAROINO / PUBLIC WORKS DEPT. TYPICAL DETAIL RESTORATION PERMANENT SURFACING / TRENCHING APPROVED ,- 'Z4- ?(;. {l.e~ DIRECTOR OF' Pla.IC WORKS CITY ENGINEER STANDARD NO. 310 I OF I " L '-_ Vor,ohk r .-----.- --; - n. --~--L-__l (F. I "1: ~ ~ j :'-,0""". I.u ..-_-_-:_-,.--.":.:_=::.~.:..=:- :..-..,~.;. ~h~~ - -.'.-- -ii;;!-- - --.s/rvr--:7-:'i:~~c~s.."-_~ -, r~ ~ "'1' -.', \'~~\ j note "'- ""i*.--.-'" I lfl: . ~o\ ,q\ (jrodeorS~- -j.,lrtCol <.PomIM '11 ::0: \(0 StfOjljrJ Idge : _ i'" L.;.~_. S'.-C;';rJl(jra(jeCJrs~enott!'"!... _u...i.,.... J"~enole..b./W L. W LS~~nole.b. H -1') ? - ~ ~. 6 " ----1 ...~oUl'ldofl ---::~. '. 'T] r' -~, -- - ! ,. III '+ ,._-..J PLAN SECTION H-H c T~~ of :",,-0 -; -, NormCiJ;_"dle"_LJ~elrl___ -Il-~ _ __ ~~.. Cole!) S.Q.Jl~ varicil:ie:' Opening NOTES ELEVATION TYPE 1 a Locol D~pr~s$jon shQII De Type I unless elherNi.s~ .7pecilif!ci"n general plan. b. E/~vollons 01 outer CO.-ners (ime of Ouf3ide edges t!JI./cnded) sh,:)~'n .H7 gene,-"t p:on. 1/ '113 e'etl~f,,:ms urc speed, ca. the voJte:-eogt! of ,,,;;.)/ Deprt:s~io" .rho/! t:'onf13.-m to {,nl~h~lJ .slrt:~/.sur/oct:. -. Oml! r-.~~~ , . IZ'~: ~ C.F ': .--- ------------.... , " ! . , , .., , , CF d. W = ~ f~t:f unJe~j :J';-I:r...,,:,e .:Jp~:",,,,,=-CJ L = 6 F = J r~e; ",he., 0 C<.Iro for:~ 1;;~hOnlfJ ~t ;Join; "X", olh~r",i~e r-; k K = 5 feellJn/~3" /Jlh~rlN;st! sp<<di"ed A = Area of Locol D~pr~ss/on. c. A curb face shown on ih~ generai pion /t:3.s than ."'C distonce be/o,." .!)C1~in sholl be C1ppi/eo' a/poml H X- with .c:.3 feel. r Specio/ dt:/";j,, govt!r'nlng /h~ conslrrJct/ol"l 01 Ih/3 L OCO/ Dep.-~~,. 0.7 II'ert.co/ curve shown ~n :l~I1C,-'::;. plan. 9 (' = .'''00 p.s. '. of 28 do!!s. ....IEr:,uoICu,.6 <)oi Foc.e:. SJr:Gr. ->.11 I ._'.~'" ~ '.See N13/~"b- PLAN Tcp of r:..,:~_...1..- -- ---111' - -- - _u 1':- uu_n - I Ie-I Co/ch8Q''''' u-I r-- , ~r' ~n'''9 j ELEVATION TY PE 2 R.~ , Rot'v'';("..I cf"o.,do-o' No No. fl. vis;o'l ...G.." -' A ~.""o' CITY OF SAN BERNARDINO-\llJBLlC WO~~ DE1lT. LOCAL DE PRESS IONS APPROVED I., - q I ....-:. -..Jt {....~~ (.. ENGI N EER 1972 .sTANDARD NO, 407 ._~ CITY ~OTES 02 062 J 1:) L. T 121. l.l.."')' ~" Ie" 1.0' ;,' Z4" IP' G" :><;;" 1.5' e,' 4&' 1.5' \0' 5?, 1.'5' 10" <;0 1.7'7 I'" =" \.1& II' 1. A concreie /"'QIIl.lr 1"-~ rC,;"....I'JlI ed 't"I'1 " -.;:: l\ '<.:. ,-h,tll<)" II' <Jroue ~)lce...'.d:::- 0.\0 ft- pcr fac..t. '1. Y"'~t.e p; pes or d; rterenl- J' .,]T'l....:h;;or;. ewe jon'led v,,;"" (1 c~"<wr~~~ c:c:>Ul,.tr. i..l.~nd T shall be. th.>~~ of rhe \Qrqer p;pe: . 1) ~ 1:>', or'" 0'2., ",h;che"'~'" i~ C)reot.er. 3_ For p;pe lorqer than /OC"o special collar deb..l'\ IS r~9' 4. ro.... p~T'e si3e not" ';~T~.J uc;.6 next s~,e. \Clrger S olOd- reinFC:H'c~l"')q an rJ;pe-=; ~4."(Ind \ c..."i ~f'"\ d;OfTl~t~r un,J On 0\1 riplo:S whe.re. ~n9\e. A \-'::> 1~'Ss IJ\':HI 10" G. ~'h..:.r-=- .....!.If.f"_r-C\09 ,'s r"equ;red t--Me diorYleter- of the c;"cutar- !-ie... ~nC'ltl be. ""<'2'" "".,11 ~h~.::h"~"i~\+8/ 7. When E)\ is c9ucd to or I...::.~ thon ,=,-Z I )o~n ;"",.:rt"E> and when 01 is <Jrecd"'er than D'2., )oin so(f;rs.. S. P;pe may be corrlJC)cded lTl.etC11 fl"pc, c:or"\c\-et-e p"pcs. or re.iotorced cQncret-e pipe. New Or E"I~ Pif'~ i'4@,Z" I- /" ~, ___ t ';.: 5 C~"C'"de. ,,;x r4"'p--... I .> __ .:it/..: -... ,.. '" o *"4@IZ"- \~".4 Circulnr -r;ey. ev. I R.."s.i S~ No. RrV'~;. N., OoN CITY OF "At.! &EltN4lZDINO'PU5L.,\C VVO~I<,S 'DEPT. ~19_ STANDARD N!.. co~e2~TE FOr%. 1='1 i-'Eo::, I Z T \-IlZ 0 LJ G H c,(; CO\..1.. A IZ.- I ~Ct-l E:'S 1 t-JCHE:.S AI'PItOV1O D 4tl. CST'\" F:~GI ~EI!lZ. 02 362 I.'~ ALII4"'~lt.. MAoNIolOI.E FUME t, COVEL NC, A. ItWo Olt eQUAL (!'LACt 6~TE ,. lKLDW ~U=OUWt)11oG ""~Io4.N'T') / 4 ,C, !''''''E''-lINT ,.. ~.. '" ~, I' - I 0' -~ '" ./' PUCAl;!' ~Cl"ellliT~ ~\olClI.E PER /lSTIJ( SPEC. C+78 - 64i-T .L!iItVIOU'i j : - l--I4,.liI:IAt. Rcv~ ...&..........,..' J'."",,-.6 N'O & NOr E : Drywcoll.. ~h.ll only be. u..... w........ ........... tneth...~~ .... drb''''''l<:' ~re not ~.ible. 6nd "'hel"> ":0 u~ed the Ci"-I 6~~l,)me~ 1)0 \illlbilihJ due +0 ""proper ;..neho...,"S. &0"';'9' 10e.t.'n'J the ~'Ou. M&ter..\ ""11 ~ ..~e'" ,...ior to ,nS+"I\bl-i..., of" o"'JweU._ :.." A.lol~d 1-1....... ~... ~ _ ~ ''1 W02!')S'DEPT, STANLJ4J?D DJ?YffELL No....... leD /9 -== .5T'ANDARD No. ~SO, , ~~ APPROVED: "-... - /' _~ -.... " ~...:_" --n/':' CITY ENtl/NEE/i' Q2 362 I ! -L1 1"''1''' OF SAN BERNARDINO / PUBLIC WORKS DEPT. r , , , , , ' , ' R~l , . : I , , , , , ' , , CURB (FACE / 2'-0" .l-~ .- D ' ~ .... ;,.i i \D I I ;.. DRIVE {Ill RIVET. i I I 6:. : :Z '" ~ ANCHOR: TELESPAR @ 2V." SQ..30" , H.D. AB8REVIA TIOHS ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL Avenue % Av. AlllY . AIIIY BOIIllvard . Blvd el.'or . el' el,ell . Cr e."" . el Drlv. . Or HIOhway . I-lwy Lan. . Ln PI.el . PI Parkway . Prkwy Road . Rd Sta1. Rout.. Rt. Str..t . St Troll . Tr Way . Way ~ ~ .m ~ .' .. .,11 .. 0 ... 0 I G BLA.QE MOUNT I NG 9- ~ . ~rl" ii!J ! A ~& PAITERN ~ 1<,'_" F_ TIP' IOTT I UNSIGNALIZED INTERSECTION - -~~ , ... Ti.~l~ ikJ . ... Al~ I SIGNALIZED I 'NTERSECT I ON \to" IIOIlllEII 1<,' ~ ALL EDGlS, r . I ~I L ~c~~ ~> I I ~,~ I -. - --:- OUU 6" i\0\CI ri~ ----- "".......- to :r -r- ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL . en '~f --J 0.14-- LOCAL / LOCAL I 3~' 6'" ~~ ~~: NOTE: ~ N:IE ~~~~.:: F_ TIP' IOTT 5TllEET - , ~ 5HAU. 'II 0 .;r I[ CEHTEIlED 10TH VEIlT. , _'2. 11>. C". _ I WITH ZV" a.LAII ON EICl5 I ON j :',~ ~ PACING. 7'" _ 24' MIN. I I F.H.W..L ST.&II)AIlD 1 36" MAX. OR APPROVED / 1 3?- /~ US( WESTEIlII HIGHWAY PflODUtTS lOll_VEl) EQUAL I. @ I .- , ,- I SIGN BLADES ARE 0.08 GAUGE EXTRUDED ALUMINUM ALLOY WITH .250' STIFFNER AT TOP' BOTTOM EDGES. DOUBLE FACE FINISH WHITE LETTERS' BORDER ON GREEN BACl<ROIMO 6' SIGN BLADE TO 8E FABRICATED USING ENGINEERING GRADE SHEETING. , ,. SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING. I 12" ) SIGH BLADE SHALL BE 0,08 GAUGE FLAT ALlMlNUM ALLOY' SINGLE FACED WITH WHITE LETTERS' BORDER ON GREEN BACK, ROUND BOTH FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING' ATTACHED TO SIGNAL POlE AT ,,- FROM SIDEWALK USE BRACES WHEN 36' OR LONGER IN LENGTH. SIGN - TO - SIGN BRACKET. SUPR-LOK 2N990X. .2BO' WIDE SLOT, VANDAL - PRUF BOLTS 2NVPAI2. POST - TO - SIGN BRACKET. SUPR - LOK 2N97 SQX2 .280' WIDE SLOT, VANDAL - PRUF BOLTS 2NVPAI2. SIGNPOST TELESPAR 2" SO., 12 GA. HELD TO A 2Vc" SQ..30- H.D. ANCHO FOUNDATION. PORTLAND CONCRETE CLASS 500-C-2500 MAX. SLUMP . 5". TOP OF EXISTING . SURFACE IS\ \.:.' . o '" @ @ @ ? 5T AN)ARO NO. 504 STREET NAME SIGN I OF 2 i i I . 1 I ~' -I' Ig ;i~ ~i "II '.Ji ~! ,. 'IE Ii \> . ~~ STD. PLAN A24A ~\ '----------- -.0-., ---------- ..0-.'" r--n6-.; ------I , I .- 1 " '" I L ..0-.01 " - , <:: .- L- ...~::-._-- ..0-.. 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AGREEMENT l)2 "6r AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this 3 ~ day of OEeE/YJ8eR between the City of San Bernardino (hereinafter "City"), ;nJreRNItTIONAL PAVEI'lB/UT SOL<4T/(""t> :;:N.C. (hereinafter "Contractor"). ,2002, and 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the City, and under the conditions expressed in the bond as deposited with the City, receipt of which is hereby acknowledged, Contractor agrees with the City, at Contractor's own proper cost and expense in the Special Provisions to be furnished by the City, necessary to complete in good workmanlike and substantial manner the STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN AVENUE AND POPLAR STREET in strict conformity with Plans and Special Provisions No.I0505, and also in accordance with Standard Specifications for Public Works/Construction, 2002 Edition, on file in the Office of the City Engineer, Public Works Division, Department of Development Services City of San Bernardino, which said Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. Contractor agrees to receive and accept the prices as set forth in the bid schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions, and requirements of the Engineer under them. 3. The Contractor herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, marital status, national origin, or ancestry in the performance of this contract, nor shall the Contractor or any person claiming under or through him or her. establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. '02 3 6 '2 AGREEMENT: STREET AND DRAINAGE IMPROVEMENTS ON MERIDIAN AVENUE AND POPLAR STREET 4. City hereby promises and agrees with the said Contractor to employ, and does hereby employ the said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions above set forth; and the same parties for themselves, their heirs, executors, administrators, and assigns, do hereby agree to the full performance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties of these present have hereunto set their hands the year and date first above written. .3:Nif.(UjMfO~~1... fllVEWlElJr So/..UTT/)AJ5 J:M., BY: BERNARDINO CONTRACTOR Name of Firm: BY:~C~~~ ~<- H VALLES, Mayor City of San Bemardino TITLE: f'PES/~. ATTEST: ~~ C&.JL RACHEL CLARK, City Clerk MAILING ADDRESS: P.O. BDX. IDlfsR ~ '8eR.NAlU>t NO, cA- 't~1/Q..3 -aI/sa PHONE NO.:OO 19 tf,-.;JAO I APPROVED AS TO FORM AND LEGAL CONTENT: JAMES F. PENMAN, City Attorney B;t-- /-. f,-~ 02 362 !S'r-::T.~ '"""''''\.'7r~~..lCl , . . -. ' M- ;j~\i.:LOPi": ,-'" 'v D _Il.;. ~ i '::-Lf; \; iCES THE AMERICAN INSTITUTE OF ARCHITECTS EPARTMENT I Bondi: 08668493 Premium: Included in Premium of Performance bond AlA Document A312 Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): International Pave.ettt Solutions. Inc. P.O. Box 10458 San Bernardino, CA 9232fl SURETY (Name and Principal Place of Business): Colonial American Casualty and Surety Company 130 W. Vine St. Redlands, CA 92373 OWNER (Name and Address): City of San Bernardino - Development Services Department 300 North "D" SLreet San Bernardino, CA 92418-0001 CONSTRUCTION CONTRACT Date: 11-20-02 Amount: $156,488.00 Description (Name and Location): Street and Drainage improvements on Meridian Avenue and Popular Street BOND Date (Not earlier than Construction Contract Date): 12-5-02 Amount: $156,488.00 Modifications to this Bond: ,Q None 0 See Page 6 CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) International Pave.etn Solutions. Inc. Signature: ~,......:. c ~ -> Name and Title: Dennis C. Rieger, President (Any additional signatures appear on page 6) SURETY Compaoy: Colonial . \::::. Signature: Name and Title: BjiJrnestad, In Fact (FOR INFORMATION ONL V-Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or Beall Financial & Insurance Services, Inc. other party): 130 W. Vine St. Redlands, CA 92373 (909) 792-2345 AlA DOCUMENT A312 . PERFORMANCf BOND AND PAYMENT BOND' DECEMBER 1964 [D. . AlA @ .._~.~..~_ ~__ .__..._.___ ~__"_.r.....~~," .,.r .".. ,...r...~'r-T"~' ",-- -.."'-nL A.':t.1')_1I1U 4 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor. materials and equipment furnished for use in the perfor- m ance of the Construction Contract, which is incorpo- rated herein by reference. 2 With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity whose claim, demand, lien or suit is for the payment for labor, materials or equipment fur- nished for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims demands, liens or suits to the Contractor and th~ Surety, and provided there is no Owner Default. 3 With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes pay- ment, directly or indirectly, for all sums due. 4 The Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim 4.2 Claimants who do not have a direct contract with the Contractor: .1 Have furnished written notice to the Con- tractor and sent a copy, or notice thereof. to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed; and .2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above no- tice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and ,3 Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor_ 5 If a notice reqUired by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is suffi- cient compliance. 02 362 ... When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: "',1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. "',2 Payor arrange for payment of any undisputed amounts. 7 The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the perfor- mance of the Construction Contract and to satisfy claims, if any, under any Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner's prior- ity to use the funds for the completion of the work. 9 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelat~ ed to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claim- ant under this Bond, and shall have under this Bond no obli~ gations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. 11 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent juris~ diction in the location in which the work or part of the work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Subparagraph 4.1 or Clause 4.23, or (2) on which the last labor or service was performed by anyone or the last mate- rials or equipment were furnished by anyone under the Con- struction Contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the Signature page Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13 When this Bond has been furnished to comply With a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and proVISions con~ forming to such statutory or other legal requirement shall be deemed Incorporated herein The intent is that thIS AI" nnrW.UNT A111_ PfRFORMANCE BOND AND PAYMENT BONO. DECEMBER 1984 EO. AIA~ Bond shall be construed as a statutory bond and not as a common law bond. 14 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15 DEFINITIONS 15.1 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equip. ment for use in the performance of the Contract. The intent of this Bond shall be to include without limita- tion in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the MODIFICATIONS TO THIS BOND ARE AS FOllOWS: 02 362 Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 15.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig- nature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Con- tractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL Company: International Pave.etn (Corporate Seal) Solutions, Inc.. Signature: L2~ .....". C ~ - . Name and Title: Dennis C. Rieger, President Address: P.O. Box 10458 San Bernardino, CA 92324 SURETY Company: Colonial American CAsualty (Corporate Seal) and Surety Company :rJ Signature:L Name and Title: Karen eaN B. Address: 130 W. Vine St. Redlands, CA 92373 Attorney In "Fact AlA DOCUMENT 4312 . PERFORMANCE BOND AND PAYMENT BOND' DECEMBER 1984 EO_ . AlA @ TH~ AMFll:lrAN INSTlTUTF OF ARCHITECTS. 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 2(){){)6 A312-1984 6 02 362 Power of Attorney COLONIAL AMERICAN CASUALTY AND SURETY COMPANY HOME OFFICE: 3910 KESWICK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN BY THESE PRESENTS: That the COLONIAL AMERICAN CASUAL TV AND SURETY COMPANY, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice Preside!,\~ J. G. HAMILTON, Assistant Secretary, in pursuance.of authority granted by Article VI, Section 2, of t~e BX- ~"'6f said CQl'Il~y, which are set forth on the reverse side hereof and are hereby certified to be in full force and, n th~dat ~~'f;cioes hereby nominate, constitute and appoint Richard Allen BEALL and Karen Jean BJO~ D, both . atands, California, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal1\ll(f:ltcliver, for~ its behalf as surety, and as its act and deed: any and all bonds and undertakings, each in ..~alty not t'\i~.eed the sum of SIX MILLION DOLLARS ($ 6,000,000) and the execution of such bonds 'l( gijirtakings i'> .~suance of these presents, shall be as binding upon said Company, as fully and amply, to all i~ and PUrp9~}l~f they had been duly executed and acknowledged by the regularly elected officers of the Comp~Yai its offic~1iGlIITmore, Md., in their own proper persons. The said Assistant Secretary does hereby ce~he extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By-Laws of said Comp",?\\~d">is now in force. IN WITNESS WHEREOF, th~ ~ice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the SlUd COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, this 7th day of September, A.D. 2001. ATTEST: COLONIAL AMERICAN CASUALTY AND SURETY COMPANY 6.b~ By: Assistant Secretary Paul C. Rogers ~ 1. G. Hamilton Vice President State of Maryland } ss' County of Harford . On this 7th day of September, A.D. 200 I, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and J. G. HAMIL TON, Assistant Secretary of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to tbe preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. ~~. Patricia A. Trombetti Notary Public My Commission Expires: October 9,2002 POA-F 186-0016 02 362 CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT " " I State of California } County of ~V\ bP J']'lOlVct ( VI 0 ss, On ~JXJJ 5. 0T1X2-~--f before me, ~ personally appeare:" I'() Y QA"-.- J 1)( personall~ known to me :J ~r8"eEt 16 ,,'..... VII lI,.... basis 'Lf C"~ti~fActOrv .a"idQR99 , , ----- ----I t. .i~~~~ ~ i ...., Public - California ~ 1 San Bernardino County ~ My Comm, ""'*"" ....13, 2lII5 --- . ._~--- to be the person(&t whose name(.., is/_ subscribed to the within instrument and acknowledged to me that.Relshe/lIle'f"executed the same in .fWs/her/lReir authorized capacity(iesj', and that by .IrisIher/.lIlei< signaturetsj on the instrument the person~, or the entity upon behalf of which the perso~ acted, executed the instrument. , , WI \.L~ Signature 01 NOlary Public I I I ~ ; I ~ I OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. " , Description of Attached Document Title or Type of Document: ,'VCl~ + Document Date: l1~~Vll (tV J, ' , i)PA;lil1l ~ C f~ I I f7~er of Pages: I~PY' j Signer(s) Other Than Named Above: Capacity(ies) Claim~~by Signer ~ Signer's Name 'KQ V PAiL Jp fttl. i6JWV1e0f{)~ . [J Individual Top of thumb here 1 I I Corporate Officer - Title(s): I = Partner - 0 Limited C General I X AttorneY-In-Fact I LJ Trustee Il Guardian or Conservator I _ - Other ~ & """'''''~"~~!ba.d ~V~ ~ I c"'~- _ ~=~~~'<~<:'<i"-''C(,^G<c~ @1999NationaINotaryAssociation.93S0DeSotoAve P.O. Box 240. alsworth. CA 91313-2402. www,nationalnotary,org Prod. No,S907 Reorder: Call Toll-free 1-800-878-6827 02 362 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of califo~ia . County of ~~ Date personally appeared J- - - · INAN~~ BCO~~ . commission # 128?339 t i' Notory pubnc - cohlomla - ~ Son semordino c~i ~ J_~;a-.:.~~31,2lXl5 - ~ } ss ~ Tille of Officer (e.9., "Jane Doe, NOlary Public'") e. 'R le6t,;:"~ Name(s)of $igner(s) )..fiIersonally known to me tfl - proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) .~". ..."~ '"' ,~'.m,"'. j 1 I 'I , OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document '" () Title or Type of Document: :p~ ~ Document Date: Jj~ S,.:l. 00 do- Number of Pages: 'f~~W~ e. ?lcGl31L rttJ4.-AJ..~ . ( :J Individual ~orporate Officer - Title(s): c:: Partner -= Limited :J General _.J Attorney-in-Fact I Trustee [J Guardian or Conservator .'. COOO, ~ . ~ Signe. r Is R. epresentin . _.. .. .' I ~. .'. ~ -~ Signer(s) Other Than Named Above: ,. , Capacity(ies) Claimed by Signer /)B1WJt 5 Signer's Name: 1 ~ I , , 3 Top of thumb here 'I " rQ 1888 Nalional Notary Assocmlion' 9350 De SOlO Ave., P,O, Box 2402' Cnatsworth, CA 91313-2402' www,nalionalnotary,org Prod. No, 5807 Reorder: Call Toll-Free 1-800-876-6827 , 02 362 THE AMERICAN INSTITUTE OF ARCHITECTS I AlA Document A312 Bondi: 08668493 Premium: $3,912 Performance Bond Any singular reference 10 Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): Interaationa1 Pav~nt Solutions, Inc. P.O. Box 10458 San BernardiDo. CA 92423 SURETY (Name and Principal Place of Business): Colonial Aaerican Casualty and Surety Coapany 130 W. Vine St. Redlands. CA 92373 OWNER (Name and Address): City of San Bernardino - Development Services Department 300 North uD" Street San Bernadino. CA 92418-0001 CONSTRUCTION CONTRACT Date: 11-20-02 Amount: $156.488.00 Description (Name and location): Street and Drainage Imporvments on Meridian Avenue and Popular Street. BOND Date (Not earlier than Construction Contract Date): 12-5-02 Amount: $156.488.00 Modifications to t~is Bond: ~ None 0 See Page 3 CONTRACTOR AS PRINCIPAL Company: (Corporate Seal) International Pav~n~ Solutions, Inc. Signature: ~o. , -' C ~ ' Name and Title: Dennis C. llieger President (Any additional signatures appear on page 3) SURETY Company: Colonial Aa . "- Signature: Name and Title: (Corporate Seal) and Surety eo.pany ~-- (FOR INFORMATION ONL V-Name, Arldress and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or Beall Financial [, Insurance Services. Inc. other party): 130 W. Vine St:. Redlands, CA 92373 (909) 792-2345 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Subparagraph 3.1. 3 If there is no Owner Default, the Surety's obligation under this Bond shall arise after: 3.1 The Owner has notified the Contractor and the Surety at its address described in Paragraph 10 below that the Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of performing the Construe. tion Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reason- able time to perform the Construction Contract, but such an agreement shall not waive the Owner's right if any, subsequently to declare a Contractor Default; and 3.2 The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the contract. Such Contractor Default shall not be de. dared earlier than twenty days after the Contractor and the Surety have received notice as provided in Sub- paragraph 3.1; and 3.3 The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accor- dance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Para- graph 3, the Surety shall promptly and at the Surety's ex- pense take one of the following actions: 4.1 Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or 4.2 Undertake to perform and complete the Construc- tion Contract itself, through its agents or through inde- pendent contractors; or 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for [lerformance and completion of the Con- struction Contract, arrange for a contract to be pre- pared for execution by the Owner and the contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in ex- cess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default; or 4.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the CIrcumstances: .1 After investigation, determine the amount ror 02 362 which it may be liable to the Owner and, as soon as practicable after the amount is deter- mined, tender payment therefor to the Owner; or .2 Deny liability in whole or in part and notify the Owner citing reasons therefor. 5 If the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the OwneL If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment tendered or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 6 After the Owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond, but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Sure- ty is obligated without duplication for: 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- tion Contract; 6.2 Additionat legal, design professional and delay costs resulting from the Contractor's Default, and re- sulting from the actions or failure to act of the Surety under Paragraph 4; and 6.3 Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual dam- ages caused by delayed performance or non-perfor- mance of the Contractor. 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Con- struction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators or successors. 8 The Surety hereby waives notice of any change, includ- ing changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obliga- tions. 9 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or Within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever oc- curs first. If the provisions of this Paragraph are void or prohibIted by law, the minimum period of limItation avail. AlA DOCUMENT A312 . PERFORMANCE BOND AND PAYMENT BOND, DECEMBER 1964 EO. . AlA @ , able to sureties as a defense in the jurisdiction of the suit shall be applicable. 10 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the sig- nature page. 11 When this Bond has been furnished 10 comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12 DEFINITIONS 12.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Con- MODIFICATIONS TO THIS BONO ARE AS FOLLOWS: 02 362 tractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,. re- duced by all valid and proper payments made to or on behalf of the Contractor under the Construction Con- tract. 12.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig- nature page, including all Contract Documents and changes thereto. 12.3 Contractor Default: Failure of the Contrac;::lor, which has neither been remedied nor waived, to per- form or otherwise to comply with the terms of the Construction Contract. 12.4 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Con- tractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL Company: International PAvement (Corporate Seal) Solutions. Inc. Signalure G~"""'- . C6~~~ Name and Title: Dennis C. Rieger. resident Address: P.O. Box 10458 San Bernardino, CA 92423 SURETY Company: Colonial American 0/ l(/ ;) Casualty (Corporate Seal) and Surety Company rl Signature: Name and Title: Karen Address: 130 W. Vine St. Redlands, CA 92373 Attorney In Fact A.IA DOCUMENT A312. PERFORMANCE BOND AND PAYMENT BOND. OECEMBtR 1q84 ED. . AlA @ 02 362 CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT j{'~~~ " " , State of California :U~ &vr1ilvritI10 on1l~QV1tbW t?DU;; } ss County of personally appeared Kty;e mJ~00,- )Q personally known to me ~ pm"orf to mp Qr=I tl:lg b~ci9 of €atibfaetePI eviaence I I ,,' ,,' JP;-EE~f _8 c......J ion.13l31t7 5 ~ ,.. -., PIGIIc . CalIfomII s ~ San IIemlIrdino Countr f My CanrIt E>pirs .1u113, 2IllI!I ~ .~ . - - - - - - to be the person(st whose name(aj is/aFe- subscribed to the within instrument and acknowledged to me that Aelshe/tlley executed the same in Ais/her/lIleir authorized capacity(ieaj, and that by ~/her/tl<eif signature(sj-<Jn the instrument the person,*, or the entity upon behalf of which the personfaj- acted, executed the instrument. OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. , rJnjy, L I I' I I' I I 3 Signer(s) Other Than Named Above: :- r,umber of Pages: k'IOR'i/ I ~I " 'I ~ LJ Other: ~ , """ '""_.oo"~fulli'li~Avn!V;c ~\U~IJ %"IOI~ ~ " ~~~'Q(;,'<X-'C<>'G<;.~"G;~xx;;<x,~~'Q(;,~'<X-'Q<,'~"'l;)"'~'*";;~(,~'G<;."=<'<~<>'<k,~ Capacity(ies) Claimed b~igner, Signer's Name: V tlL \u1 It !bJDvnl ~fruL, Individual o Corporate Officer - Title(s): o Partner - 0 Limited U General fl( Attorney-in-Fact o Trustee U Guardian or Conservator Top oflhumb here @1999National Notary AssOciation' 9350 De SOlO Ave., PO Box 2402' Chatsworth, CA 91313-2402' www.nationalnotaryorg Prod, No. 5907 Reorder: Call TolI.Free 1-800-876-6827 " -. 02 362 Power of Attorney COLONIAL AMERICAN CASUALTY AND SURETY COMPANY HOME OFFICE: 3910 KESWICK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN BY THESE PRESENTS: That the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice Preside!,\~ J. G. H1MILTON, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of t~e By'- ~"-Of said COlIlil\iJ>y, which are set forth on the reverse side hereof and are hereby certified to be in full force and n th~dat ~~'f,"'does hereby nominate, constitute and appoint Richard Allen BEALL and Karen Jean BJO D, both . ~tands, California, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal1@~er, f?r~~ its behalf as surety, and as its act and deed: any and all bonds and undertakings, each in .~atty not t"",~.eed the sum of SIX MILLION DOLLARS ($ 6,000,000) and the execution of such bonds ~ ga'trtakings i" .I~rsuance of these presents, shall be as binding upon said Company, as fully and amply, to all i~ and purpg~,a~f they had been duly executed and acknowledged by the regularly elected officers of the Comp~'Yai its offic~1ila1ITmore, Md., in their own proper persons. The said Assistant Secretary does hereby certifilllhe extract set forth on the reverse side hereof is a lI\1e copy of Atticle VI, Section 2, of the By-Laws of said Comp~'$.d~ now in force. IN WITNESS WHEREOF, th~ ~ice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the Sl(,d COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, this 7th day of September, A.D. 2001. ATTEST: COLONIAL AMERICAN CASUALTY AND SURETY COMPANY 6>>~ By: Assistant Secretary Paul C Rogers ~ J. G. Hamilton Vice President State of Maryland } ss' County of Harford . On this 7th day of September, A.D. 200 I, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and J. G. HAMIL TON, Assistant Secretary of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. ~~. Patricia A. Trombetti Notary Public My Commission Expires: October 9,2002 POA-F 186-0016 EXTRACT FROM BY-LAWS OF COLONIAL AMERICAN CASUALTY AND SURETY COMPANY "Article VI, Section 2. The Chainnan of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or anyone of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature ofmortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this ~rh day of December 2002 Gfd~ Assistant Secretary Q2 362 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of californit? \ A _ (i. County of ~ u."....o on~/71;l[.()~beforerne, ~ Date personally appeared D ~Nt 5 ~ersonally known to me c: proved to me on the basis of satisfactory evidence ~ - - - - ~N~;S~~;D7, - ~ ~ Commission *' 1289339 z ~. Notary Public - ColIfcmla ~ J _ _ -,~:~~~~~f to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me fhat he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/fheir signature(s) on the insfrumenf the person(s), or fhe entity upon behalf of which the person(s) acted, executed the instrument. , I I Though the Intonnat,on betow is not ,"quired by law, It m~:;~~?~~;e to persons relyIng on Ihe document and could prevent ~ fraudulent removal and reattachment of this form to another document. I Description of Attached Docume Tifle or Type of Document: ,:: ... -~."'~" 5 ~~. ~.t I " Sei9ner(S) Other Thean Narned Above: 7T1iA)'AA..J .L4 ~, ' apacity(ies) laimed by Signer ~ D{:;!IoNt5 (!. R I E:6e-/2- . -, IndIvidual ~ J ~ Top 01 thomb h", ~rporate Officer - Tltle(s) I ' ,c Partner - _J Limited C 1 General , , L~ AttorneY-In-Fact I Trustee I :::J Guardian or Conservator g l~Other. ~ ~ :_~::=:~~~~~j '" WITNESS my hand and official seal. , " Signer's Name @1999National Notary AssociaMn' 9350 De Soto Ave.. P.O. Box 2402' Chalsworth, CA 91313-2402' www.natio~alnotary_or9 Prod. No 5907 Reorder: Call Toll-Free 1-800.876-6827 -(\<' ACORD CERTIFICATE OF LIABILITY INSURANCEO 2 3 20ATE (MMIDDIYY) N 12/04/2002 PRODUCER (909)792-2345 FAX (909)792-0159 ORIS< , A MA" ~K U> "UN ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Beall Insurance Services HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 130 W. Vine Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Redlands, CA 92373 INSURERS AFFORDING COVERAGE INSURED INTERNATIONAL PAVEMENT SOLUTIONS, INC. INSURER A: ROYAL SURPLUS LINES INSURANCE COMPANY P. O. BOX 10458 INSURER B' SAFECO INSURANCE COMPANY OF AMERICA SAN BERNARDINO, CA 92423 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOAlL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR TYPE OF INSURANCE POLICY NUMBER ~MMlDDIYY) DATE (MMlDDfYY) LIMITS ~NERAL LIABILITY 2HA121070 08/13/2002 08/13/2003 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Anyone fire) $ 100,000 I CLAIMS MADE 0 OCCUR MED EXP (Anyone person) $ 5,000 A f...- PERSONAL & ADV INJURY $ 1,000,000 ~ Deductible $5000. GENERAL AGGREGATE $ 2,000,000 h'L AGG~E~E LIMIT APnS PER: PRODUCTS - COMP/OP AGG $ 1,000,000 PRO- POLICY X JECT LOC ~TOMOBILE LIABILITY lCG215921-10 08/13/2002 08/13/2003 COMBINED SINGLE LIMIT (Eaaccident) $ 0- ANY AUTO 1,000,000 ~ ALL OWNED AUTOS BODILY INJURY (Per person} $ SCHEDULED AUTOS B e- 0- HIRED AUTOS BODILY INJURY $ 0- NON-OWNED AUTOS (Per accident) e- PROPERTY DAMAGE $ (Per accident) RRAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ L5 OCCUR D CLAIMS MADE AGGREGATE $ $ R DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND I T'O~-i' lfJ,~s I IU~lt EMPLOYERS' LIABILITY EL EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ EL. DISEASE. POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONSlLOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ngoing operations of the named insured. Certificate holder is named as additional insured to he General Liability Pol icy, per the attached CG 2010 11/85, as required by contract. E, Meridian/Popular St. Street & Drainage Improvements # 10505 sphalt, Concrete, Signs, Striping & Drainage CERTIFICATE HOLDER I" I" ADDITIONAL INSURED; INSURER LETTER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL City of San Bernardino ~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Development Services/Public Works BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 300 North 0 Street OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. San Bernardino, CA 92418-0001 AUTHORIZED REPRESENTATIVE LKI cl [[LU( ,} I Richard Beall ~ , """ - FAX. (909)384 5155 02 362 POLICY NUMBER: K2HA121070 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: CITY OF SAN BERNARDINO DEVELOPMENT SERVICES/PUBLIC WORKS 300 NORTH D. STREET SAN BERNARDINO, CA 92418-0001 ANY PERSON OR ORGANIZATION TO WHOM OR TO WHICH YOU ARE OBLIGATED BY VIRTUE OF A WRITTEN CONTRACT OR BY THE ISSUANCE OR EXISTENCE OF A PERMIT, TO PROVIDE INSURANCE SUCH AS IS AFFORDED BY THIS POLICY. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. IF VOU ARE REQUIRED BY A WRITTEN CONTRACT TO PROVIDE PRIMARY INSURANCE, THIS POLICV SHALL BE PRIMARY AS RESPECTS YOUR NEGLIGENCE AND CONDITION 4. OTHER INSURANCE DOES NOT APPLY, BUT ONLY WITH RESPECT TO COVERAGE PROVIDED BY THIS POLICY. CG 20 10 11 85 Copyright, Insurance Services Office, Inc., 1984 Page I of 1