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Proposal - Atlas Underground - 1994-10-24 (2) COSTA MESA SANITARY DISTRICT ORANGE COUNTY, CALIFORNIA RECONSTRUCTING FORCE MAIN FOR ELDEN PUMP STATION PHASE II PROJECT NO 1112100-135 5„.SANIT,q�f �� o00 0�".'�° O�.a ifs p non U - 470101) 4tPORKit ROBIN B. HAMERS MANAGER/DISTRICT ENGINEER 10ESS/Oti A.45)4\N N Me CS R9g441720 m c� Vt. exr 147/96 BID SET NUMBER COSTA MESA SANITARY DISTRICT ORANGE COUNTY, CALIFORNIA NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that sealed proposals for furnishing all labor materials, equipment transportation, and such other facilities as may be required for the CONSTRUCTION OF THE FOLLOWING PROJECT RECONSTRUCTING FORCE MAIN FOR ELDEN PUMP STATION, PHASE II, PROJECT NO 1112100-135 Bids will be received by the Costa Mesa Sanitary District, at the office of the City Clerk, 77 Fair Drive, Costa Mesa California until the hour of 11. 00 a.m. , October 24, 1994, at which time they will be opened publicly and read aloud in the council chambers Sealed proposals shall bear the title of the work and the name of the bidder but no other distinguishing mark Any bid received after the scheduled closing time for the receipt of bids shall be returned to the bidder unopened It shall be the sole responsibility of the bidder to see that his bid is received in proper time A set of plans and specifications may be obtained at the City of Costa Mesa Department of Public Services, 4th Floor 77 Fair Drive Costa Mesa, California upon a non-refundable payment of $10 00 An additional charge of $2 00 will be made if handled by mail [Phone (714) 754-5307 for purchasing information ] Each bid shall be made on the Proposal Form, provided in the contract documents, and shall be accompanied by a certified or cashier's check or a bid bond for not less than 10% of the amount of the bid made payable to the Costa Mesa Sanitary District No proposals shall be considered unless accompanied by such cashier's check, cash or bidder's bond No bid shall be considered unless it is made on a blank form furnished by the Costa Mesa Sanitary District and is made in accordance with the provisions of the Proposal requirements Each bidder must be licensed and also prequalified as required by law A Class A or C42 contractor's license is required The Board of Directors of the Costa Mesa Sanitary District reserves the right to reject any or all bids The Contractor shall comply with the provisions of Section 1770 to 1780 inclusive, of the California Labor Code, the prevailing rate and scale of wages determined by the Director of the Department of Industrial Relations, State of California, which are filed with the Assistant Manager/Clerk of the District and shall forfeit penalties prescribed therefore for noncompliance of said code Dated October 3, 1994 BY ORDER OF THE BOARD OF DIRECTORS OF THE COSTA MESA SANITARY DISTRICT TABLE OF CONTENTS Page Proposal P-1 PART 1 A Standard Specifications 1 B General Provisions 1 1-2 Definitions 1 1-3 Abbreviations 2 2-1 1 Award of Contract 2 2-1 2 Procedure for Proposal Submittal 2 2-1 3 Request for Interpretation 3 2-1 4 Return of Bid Security 3 2-1 5 Execution of Contract 3 2-3 1 Subcontracts General 4 2-4 Contract Bonds 4 2-5 1 Plans and Specifications 4 2-9 1 Permanent Survey Markers 5 2-10 Authority of Board and Inspection 5 3-1 1 Changes in Work General 6 3-3 1 Extra Work General 6 3-3 2 3 (a) Markup 6 4-1 4 Test of Materials 7 5-1 Utilities General 7 5-4 Relocation of Utilities 7 6-1 Construction Schedule and Commencement of Work 7 6-6 2 Extension of Time 8 7-2 3 Prevailing Wage Rates 8 7-2 4 Apprentices 8 7-3 Contractor's Insurance 9 7-5 Permits and Licenses 10 7-6 Contractor's Representatives 10 7-8 1 Cleanup and Dust Control 10 7-8 5 Temporary Light, Power and Water 11 7-10 Public Convenience and Safety 11 7-13 Laws To Be Observed 11 9-3 2 Partial and Final Payment 11 9-3 3 Delivered Materials 12 SPECIAL PROVISIONS A-1 General Description of Work 13 A-2 Trenching, Bedding Backfill & Repaving 23 A-3 Guarantees & Shop Drawings 13 A-4 Removal of Existing Manhole 13 B-I Pipe, Fittings and Valves 14 1 General 14 2 Ductile Iron Pipe 14 3 Pipe Joints 14 A General 14 B Restrained Push-On-Joints 14 C Flanged Joints 15 D Mechanical Joints 15 E Uniflange Adapter Coupling 15 4 Fittings 15 A Ductile Iron Pipe 15 5 Installation 15 B-II Bicycle Trail Pavement 16 1 PCC Pavement 16 2 AC Pavement 16 B-III Testing 18 1 General 18 2 Pressure Piping 18 B-IV Traffic Control and Local Agency Jurisdiction 19 B-V Safety Requirements 19 C-I Costa Mesa Sanitary District Std Drawing No S-100 20 Costa Mesa Sanitary District Std Drawing No 5-109 21 Costa Mesa Sanitary District Std Drawing No S-112 22 City of Costa Mesa Standard Drawing No 813 23 State Highway Design Manual Figure 1003 lA 24 P R O P O S A L PROJECT NO 1112100-135 RECONSTRUCTING FORCE MAIN FOR ELDEN PUMP STATION, PHASE II TO THE BOARD OF DIRECTORS COSTA MESA SANITARY DISTRICT 77 FAIR DRIVE COSTA MESA, CALIFORNIA 92626 GENTLEMEN In compliance with the NOTICE INVITING BIDS for ELDEN PUMP STATION, PHASE II which is hereto attached, the undersigned has carefully examined the location of the proposed work the plans specifications and other contract documents therefore and is satisfied as to the conditions to be encountered, as to the character, quality and quantity of work to be performed and materials to be furnished as to the requirements of the specifications and the contract It is mutually agreed that the submis- sion of a proposal shall be considered prima facie evidence that the bidder has made such examination If awarded the contract, the undersigned agrees to commence work under the contract within ten calendar days from the date of the contract and to complete said work within forty five (45) working days from the first day of commencement of said work unless legal extension is granted in accordance with the terms set forth in the specifications, and to perform and complete the work as shown on the plans, and in accordance with the specifications and other contract documents, and to furnish all labor, materials tools and equipment necessary to complete the work in place in the manner and time prescribed at the following prices, to wit Item Approx Item with Unit Price Unit Price No. Quantity Written in Words Figures Total 1 1, 093 L F Construct 18" D I P , Pressure Class 250, Restrained push-on joints with protective coating, , kedding and backfill 044 ,�k'oiidtaa/ C ' - dt x 9 Dollars and n Cents $ + oG $ I 0 1) 13k per Linear Foot P-1 Bidder's Initials 2 3 EA Construct 18"- D I P 1/4 Bend (450) , Restrained Rush-on joint with protective coating °Re 71.70ot we ter.440/Zed Dollars and , Cents $/_t_5 QQ $ i S`a C.) per EA 3 1 EA Construct 18" D I P 1/8 Bend (22 5°) , restrained push-on oin with protective ' coating 4,e ie yw'e I i Ad Dollars and Cents $ i/ c pD $ / SDI per EA 4 L S Remove existing and construct new 8' wide bike trail Altnative I - 4" P C C over 4" C M B , ta Do ars and /��j� Cents $ 4' (j $ 7/3 , 300 per Lump Sum (//I �" Altern tive5 C over 5" C M B -tgo Dollars and 2i7 Cents $ 4 C $ L/ g) 600 per Lump Sum 5 L S Paint 3 ' long 4" wide yellow stripe at 9 ' spac](,i1g� on� middle of bike trail Dollars and tif,n Cents $ b C, $ 700 per Lump Sum 6 L S Construct tree root barrier per 0 C E M A Std Plan 1708 for all exist trees adjacent to the bike trail �./�` D�,/Wf Z?&ca.�aa' , ¼'e Dollars and o Cents $ / S v $ 4 i S & D per Lump Sum 7 1 EA Construct / 6r as ct a�ir-release valve assembly Dollars and /� Cents $ $ , Coo per EA UUU%! P-2 Bidder's Initials A 8 1 EA Construct 48" sewer manhole. per CMSD Std S-100 with P C C berm 4" above the top of the force main per District Insuctpr requirements A...441,2 7' 6440 AI Dollars and Cents $3000 $ 3OOC7 per EA rtio 9 1 EA Construct 48" sewer manhole per CMSD Std S-100 / �/`.ymze /ok 1 sCd Dollars and Cents $3 000 $ 3 b O c) per EA 10 L S Remove exist manhole, & plug exist sewer line ‘-. J.-e' aced, o,/ Dollars and .7" Cents $ S 6-0 $ rJ D O per Lump Sum 11 L S Core drill exist manhole & reshape shelf to accept new sewer line Protect exist 18"7connection., pla e Acu4.&gyp/ bye 1 ..4. , Dollars and ti, Cents $04. S DO $ c , $p0 per Lump Sum 12 46 L F Construct 24" VCP sewer line, replace existin 4 C paving Dollars �Lo Cents per Linear oot $ �fl $ 3 /O �� Ttal ttt$S± dk -"gross um wren i � !? Total or gross sum., figures x t ! $ 9 `3 6 g Bidder s Initials In case of a discrepancy between the words and figures, the words shall prevail P-3 Bidder's Initials ad The Contractor agrees that the District will not be held responsible if any of the approximate quantities shown in the foregoing proposal shall be found incorrect, and he shall not make any claim for damages or for loss of profits because of a difference between the quantities of the various classes of work as estimated and the work actually done If any error, omission or mis-statements shall be discovered in the estimated quantities, it shall not invalidate this contract or release the Contractor from the execution and completion of the whole or part of the work herein specified, in accordance with the specifications and the plans herein mentioned and the prices herein agreed upon and fixed therefor, or excuse him from any of the obligations or liabilities hereunder, or entitle him to any damages or compensation otherwise than as provided for in this contract The Contractor agrees that the District shall have the right to increase or decrease the quantity of any bid item or portion of the work or to omit portions of the work as may be deemed necessary or expedient, and that the payment for incidental items of work not separately provided in the proposal shall be considered included in the price bid for other various items of work ant,Accompanying this proposal is 44(e/l/,J 9Ll (� ( K ) NOTICE Insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be in an amount equal to at least ten per cent of the total bid price payable to the Costa Mesa Sanitary District P-4 Bidder's Initials The undersigned deposits the above named security as a proposal guaranty and agrees that it shall be forfeited to the Costa Mesa Sanitary District as liquidated damages in case this proposal is accepted by the District and the undersigned shall fail to execute a contract for doing said work and to furnish good and sufficient bonds in the form set forth in the specifications and contract documents of the District with surety satisfactory to the District within 10 Days after the bidder has received written notice of the award of the contract; otherwise, said security shall be returned to the undersigned '///���``,,��//'�'����� Reess�p/ee`�ctf�u/l/ly Psub�miitted, Contractor usi�am �� Contract',./4t 0639 .4c /I� y d'%-e g -2' Business Address ✓✓ Street BY Title �ciat 4i- 9i 719 go Woo? /-e gfrc City State Zip Contractor's License Expiration 709- 391- 99,2 3 Date & Classification Business Phone Number r4/C8/59e s leo v/ce g e " Name Title %id Sr/l�Oa-lee Residence Street 44;2cac 92cv9' City State Zip Residence Phone Number I declare under penalty of perjury under the laws of the State of California that the forgoing is true and correct �� e9 �Z4>'bf/l/ Dated at � this OZd '- day of � 19967 9'(Signed) m The full names and residences of all persons and parties interested in the foregoing proposal, as principals, are as follows NOTICE Give first and last names in full; in case of corporation give names of President, Secretary, Treasurer and Manager and affix corporate seal; in all cases of partnerships and joint ventures give names of all the individual members ,64 a/ SV6 1-ir6 S YES P-5 Bidder's Initials a- CONSTRUCTION PROJECT REFERENCES In order to more fully evaluate your background and experience for the project herein proposed, it is requested that you submit a list of Public Works and/or similar construction projects completed, or in progress, within the last 24 months Your cooperation in this matter is greatly appreciated DATE PROJECT AGENCY'S CONTRACT AWARDED AWARDING AGENCY ADMINISTRATOR WIC/ 0-14—atetd Weil/ a4014- 2PV9V /et g gisr fit ft, &air- y/>s/9g /77 yo Paae .o Bidder shall signify receipt of all Addenda here, if any Addendum No Date Received Bidder's Signature P-6 Bidder's Initials ) DESIGNATION OF SUBCONTRACTORS In compliance with the "Subletting and Subcontracting Fair Practices Act" being Sections 4100-4113 of the Government Code of the State of California, and any amendments thereto, each bidder shall set forth below the name and location of the place of business of each Subcontractor who will perform work or labor or render service to the prime Contractor in or about the construction of the work or improve- ment in an amount in excess of 1/2 of 1% of the prime Contractor's total bid and shall further set forth the portion of the work which will be done by each such Subcontractor Only one Subcontractor for each such portion shall be listed If the Contractor fails to specify a Subcontractor for any portion of the work to be performed under the contract, he shall be deemed to have agreed to perform such work himself and he shall not be permitted to subcontract that portion of the work except under the conditions hereinafter set forth Subletting or subcontracting of any portion of the work to which no Subcontractor was designated in the original bid, shall only be permitted in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the Legisla- tive Body of the owner Portion State License Of Work Subcontractor's Name and Address Number Class °fie &ASoa &Ai Sa-e‘• ec 6o1/4o& �} -7)uEK (Onc, iRrje7ior 1 491770 t3 CRe, nnue:. CAN OS eel °& S%a70S C 01'1 P-7 Bidder's Initials /114.4 BIDDER'S BOND TO ACCOMPANY PROPOSAL (Required if the bidder desires to submit bond instead of a certified or cashier's check) KNOW ALL PEOPLE BY THESE PRESENTS That we as principals, and as surety, are held and firmly bound unto the Costa Mesa Sanitary District a special district organized under the laws of the State of California and situated in Orange County in the sum of ($ ) to be paid to the District, its successors and assigns, for which payment will and truly to be made, we bind ourselves, our heirs executors, and administrators, successors or assigns, joint and severally firmly by these presents THE CONDITION OF THIS OBLIGATION IS SUCH That if the certain proposal of the above bounden is accepted by the Costa Mesa Sanitary District and if the above bounden, his heirs, executors, administrators, successors and assigns, shall duly enter into and execute a contract for such construction, and shall execute and deliver the LABOR AND MATERIAL and the FAITHFUL PERFORMANCE BONDS described within 10 days (not including Sunday) from the date of the mailing of a notice of the above bounden, , by and from District, that said contract is ready for execution then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue IN WITNESS WHEREOF We hereunto set our hands and seals this day of , 1994 (beta 'at P-8 Bidder's Initials I I 30ND NO GE 5636151 1 BED OR PROPOSAL BOND i KNOW ALL MEN BY THESE PRESENTS, that we Basco Engineering Services as PRINCIPAL, (hereinafter called the Principal) and Gulf Insurance Company a corporation duly organized under the State of Missouri I and authorized to transact a general surory business in the State of CA as SURETY (hereinafter called the Surety) are held firmly bound unto Costa Mesa Sanitary District as OBLIGEE, (hereinafter called the Obligee), in the sum equal to 1 0 %of the accompanying bid of the Principal, not, however in excess of Thirty Thousand and no/100 dollars, (5 n non n n ) for the payment of which sum well and truly to be made, the said Principal and the said Surety i bind ourselves. our heirs, executors, administrators, successors and assigns, jointly and severally •irmly by these presents. THE CONDITIONS OF THIS OBLIGATION IS SUCH, That,whereas he P•incipal has suomittec or is about to submit to the Obligee orocasal or bid, dated on or about the dare mentioned below tor (1) the performance of the designated work,or i (2)(2) the :urnahmg of the specifies goods, supplies or products, :o•wit. Reconstruction Force Main for Elden Pump Station Phase II NOW THERE. ORE, if the Princioal shall not legally withdraw said bid within or at the times oermitted ther-for but shall duly maKe anc enter into a written contract with the Obligee, in accorcance with the terms of said proposal or did, or any amendment -hereof acceptable to the Principal,within the time permrted therefor after such contract forms aro presented to the P•inc:cai Tor execution, should the Obligee award the Principal the said work or contract or any part thereof* and if the •4. Princioai -nail :iv. bond or bonds tor the faithful performance thereof and/or for payment for :aoor and materials going therein:o as in •he specifications or contracts provided or if the Principal snail, in case of raiiure so to do, pay to the Obligee the damages wnicn the Obligee snail have actually suffered by reason of such railure, not exceeding the penal sum of this bond, men this ooligation shall be null and void, otherwise to be and emain in Tull force and virtue. PROVIDED HOWEVER, that no action shall lie, or claim be enforced hereunder, unless the award on the basis of said bid shall have been made within thirty 130) days after the formal opening of said bid,or within the time specified within the bid provisions, wnicnever time shall be greater, and unless the Obligee hereunder shall give notice to Surety of said award at the time of notification to the Principal, and unless legal action to enforce any claim hereunder snail have been commenced within six (6) months rrom the date of the formal opening of said big. PROVIDED always, that this Sand shall not be valid and binding upon the Surety unless accompanied by a Certified Copy I of a Power of Attorney authorizing the undersigned Attorney-in-Fact to execute such a bond, :ne Serial Number upon which Copy or'ower of Attorney shall correspond with the Bond Number set out above. 20th October 94 Signed, sealer, anc dated this _day of 19 Basco Engineering Services By ' & ' i Gulf Insurance Company �(�/ Principal Debra L Scalzo b ALtcrnay•tn-Far, ,I! le GULF INSURANCE COMPANY BOND GE 5636151 KANSAS CITY MISSOURI NUMBER POWER OF ATTORNEY PRINCIPAL. NAME, ADDRESS ORIGINALS OF THIS POWER OF ATTORNEY ARE PRINTED ON BLUE CITY STATE, ZIP SAFETY PAPER WITH TEAL INK. DUPLICATES SHALL HAVE THE SAME FORCE AND EFFECT AS AN ORIGINAL ONLY WHEN ISSUED IN CONJUNCTION WITH THE ORIGINAL. BaSCO ,Eri ineerin Services KNOWN ALL MEN BY THESE PRESENTS. That the Gulf Insurance Com- g g pany a corporation duly organized under the laws of the State of Missour having 20639 Lycoming Street, B-9 its principal office in the city of Irving,Texas,pursuant to the following resolution, Walnut, CA 91789 adopted by the Finance&Executive Committee of the Board of Directors of the said Company on the 10th day of August, 1993, to wit: "RESOLVED,that the President, Executive Vice President or any Senior Vice President of the Company shall have authority to make,execute and deliver a Power of Attorney constituting as Attorney-in-Fact,such persons,firms or corporate ns as may be selected from time to time; and any such Attorney-in-fact may be removed EFFECTIVE DATE and the authority granted him revoked by the President, or any Executive Vice President, or any Senior Vice President, or by the Board of Directors or by the Finance and Executive Committee of the Board of Directors. October 24 1 994 RESOLVED,that nothing this Power of Attorney shall be construed as a grant of authority to the attorney(s)-m-fact to sign,execute,acknowledge,delive othe CONTRACT AMOUNT wise issue a policy or policies of insurance on behalf of Gulf Insurance Company RESOLVED, that the signature of the President, Executive Vice President or $300 0 0 0 00 any Senior Vice President, and the Seal of the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any such BOND AMOUNT powers so executed and certified by facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond and documents relating to such bonds to which they are attached. $ 30 000 0 0 Gulf Insurance Company does hereby make, constitute and appoint Debra Scalzo of California its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name,place and stead,to sign,execute,acknowledge and deliver in its behalf, as surety any and all bonds and undertakings of suretyship, and to bind Gulf Insurance Company thereby as fully and to the same extent as if any bonds, undertakings and documents relating to such bonds and/or undertakings were signed by the duly authorized offi of the Gulf Insurance Company nd all the acts of said attorney(s)-in-fact, pursuant to the authority herein given, are hereby ratified and confirmed. The obligation of the Company shall not exceed one million ($1,000,000.00)dollars. IN WITNESS WHEREOF the Gulf Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to be hereto affixed. SoPANCF \�40PPORATF Oyq GULF INSURANCE COMPANY SEAL ` STATE OF NEW YORK ) Christopher E. Watson SS President COUNTY OF NEW YORK ) On this 1st day of February, 1994 A.D. before me came Christopher E.Watson,known to me personally who being by m duly sworn,did depose and say;that he resides in the County of Westchester State of New York;that he is the President of the Gulf Insurance Company the corporation described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instruments is such corporate seal;that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order JAPF ( 1 OP S NOTARY N■ "UBOC) er David Jaffa 9r 0 No. 24-4958634 STATE OF NEW YORK ) FOF NEB SS Qualified in Kings County Comm. Expires November 13, 1995 COUNTY OF NEW YORK ) I, the undersigned, Senior Vice President of the Gulf Insurance Company a Missour Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. So FAN co C Signed and Sealed at the City of New York. a\NOOPPORArF co SEAL ` Dated the 20th day of October 1994 \ P Lawrence P Miniter Senior Vice President NON-COLLUSION AFFIDAVIT The bidders, by its officers and agents or representatives present at the time of filing this bid, being duly sworn on their oaths say, that neither they nor any of them have in any way, directly or indirectly, entered into any arrangement or agreement with any other bidder, or with any public officer of Costa Mesa Sanitary District whereby such affiant or affiants or either of them has paid or is to pay to such bidder or public officer any sum of money, or has given or is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants or either of them has not direct- ly or indirectly entered into any arrangement or agreement with any other bidder or bidder, which tends to or does lessen or destroy free competition in the letting of the contract sought for on the attached bids; that no bid has been accepted from any Subcontractor or supplier through any bid depository, the By-Laws, Rules, or Regulation of which prohibit or prevent the Contractor from considering any bid from any Subcontractor or supplier which is not processed through said bid depository, or which prevent any Subcontractor or supplier from bidding to any Contractor who does not use the facilities of or accept bids from or through such bid depository; that no inducement of any form or character other than that which appears upon the face of the bid will be suggested, offered, paid or delivered to any person of the contract, nor has this bidder any agreement or understanding of any kind whatso- ever, with any person whomsoever to pay, deliver to or share with any other person in any way or manner, any of the proceeds of the contracts sought by this bid SWA9P1//�i1 Sf✓ 2 Sub ribed and sworn to before me by This ,...9/ 9- day of <'Jri 1994 ommission expires �� `� S� M _. P n No ry Public 9edcfe _ JAY P PATEL _ COMM.i 1036.531 2 ,, Notary Public—California JLOS ANGELES COUNTY 7' _ '�My Comm.Exp4,ea OCT 8. 1998 IF P-9 Bidder's Initials 1 PART 1 A STANDARD SPECIFICATIONS Except as hereinafter provided, the provisions of the latest edition of the "Standard Specifications for Public Works Construction" (green book) and all amendments thereto, adopted by the Joint Cooperative Committee of Southern California Chapter, American Public Works Association; hereinafter referred to as Standard Specifications are adopted as the "Standard Specifications" of the Costa Mesa Sanitary District and shall be considered as a part of these specifications Also a part of these specifications is the Costa Mesa Sanitary District's Standard Plans and Specifications for the Construction of Sanitary Sewers B GENERAL PROVISIONS Following additions are made in the "Standard Specifications" If there is a conflict between Standard Specifications and these additions, these additions shall have first precedence 1-2 DEFINITIONS (a) AGENCY The Costa Mesa Sanitary District, also hereinafter called "District" (b) BOARD The Board of Directors of the Costa Mesa Sanitary District (c) CONTRACT Documents including but not limited to the Proposal, Stan- dard Specifications General Provisions, Special Provi- sions, Plans, Bonds Insurance, Contract Agreement and all Addenda setting forth any modifications of the document (d) ENGINEER District Engineer of the Costa Mesa Sanitary District (e) BIDDER Any individual, co-partnership, association or corporation submitting a proposal for the work contemplated acting directly or through a duly authorized representative (f) LEGAL ADDRESS The legal address of the Contractor shall be the address of contractor given on the Contractor's bid and is hereby designated as the place to which all notices , letters or other communications to the Contractor shall be mailed or delivered (g) LABORATORY An established laboratory approved and authorized by the Engineer for testing materials and work involved in the contract - 1 - (h) STATE Chapter 3 , Part 5 Division 3, Title 2 of the Government CONTRACT Code The provisions of this act and other applicable ACT laws, form and constitute a part of the provisions of this contract to the same extent as if set forth herein in full 1-3 ABBREVIATIONS CCM City of Costa Mesa CMSD Costa Mesa Sanitary District OCEMA Orange County Environmental Management Agency OCSD Orange County Sanitation District 2-1 1 AWARD OF CONTRACT The award of contract, if awarded, will be to the lowest responsible bidder whose proposal complies with all requirements of the notice inviting bids and Section 2-1 2 of these specifications The District, however, reserves the right to reject any or all bids, and to waive any informality in the bids received The award, if made, will be made within 30 days after the opening of the bids 2-1 2 PROCEDURE FOR PROPOSAL SUBMITTAL Proposal shall be made and submitted on the Proposal Forms in accor- dance with the Notice Inviting Bids In addition to the required signa- tures in the spaces provided in the proposal forms, each bidder shall initial each sheet of the proposal forms at the bottom right hand corner No person, firm, or corporation, shall be allowed to make file, or be interested in, more than one bid for the same work; unless alternate bids are called for A person, firm, or corporation, who has submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a sub-proposal or quoting prices to other bidders If, on the opening of bids, more than one bid appears in which the same person firm, or corporation, is inter- ested as a principal, all such bids shall be rejected Proposals with interlineations, alterations, or erasures, shall be initialed by the bidder's authorized agent Alternative proposals, special conditions or other limitiations or provisions affecting the bid, except as such called for by the contract documents, will render the bid informal and may cause its rejection All proposals must give the prices bid for the various items of work and must be signed by the bidder, who shall give his address Each bid shall have thereon the affidavit of the bidder that such bid is genuine and not sham or collu- sive or made in the interest or behalf of any other person not therein named and that the bidder has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any person, firm or corporation to refrain from bidding and that the bidder has not in any manner sought by collusion to secure himself an advantage over any other bidder - 2 - 2-1 3 REQUEST FOR INTERPRETATION If any person contemplating submitting a bid is in doubt as to the true meaning of any •part of the plans specifications, or other proposed contract documents, or finds discrepancies in, or omissions from the drawings or specifications, he may request the Engineer, in writing, for an interpretation or correction thereof The person submitting such a request shall be responsible for its prompt delivery All such interpre- tations of the contract documents will be made only by Addenda duly issued and a copy of each such Addendum will be mailed or delivered to each person receiving a set of contract documents at his last address of record The District will not be responsible for any other explanations or interpretations of the contract documents 2-1 4 RETURN OF BID SECURITY Any bidder may withdraw his bid, either personally, or by telegraphic or written request at any time prior to the scheduled closing time for the receipt of bids It is the sole responsibility of the bidder to see that any such telegraphic or written request is delivered to the City Clerk prior to said closing time Bid security of such bidders will be returned promptly to the bidder The bid security of the three lowest bidders will be retained until the contract is awarded, entered into and executed with the bidder of accepted bid, after which those will be returned to the respective bidders with whose proposal they accompanied The bid security of all other bidders will be returned after the canvass of bids The bid security of the bidder of accepted bid will be held by the District until the contract has been entered into, and the bonds accompanying the same are approved and filed, whereupon the said bid security will be returned to the bidder If the bidder fails or refuses to enter into contract to do the work, the bid security shall be forfeited to the District and shall be collected and paid to the General Fund of the District 2-1 5 EXECUTION OF CONTRACT The contract shall be signed by the successful bidder and returned to the District, together with the contract bonds as specified in Section 2-4 of the Standard Specifications and as amended below and any changes or additions made thereto in these specifications within 10 days after receipt of written notice of award of contract The form of contract agreement to be executed by the Contractor will be supplied by the Attorney for the District No proposal shall be considered binding upon the District until the execution of the contract by the District - 3 - 2-3 1 SUBCONTRACTS GENERAL The Engineer as duly authorized officer may consent to Subcontractor substitution requested by the Contractor subject to the limitiations and notices prescribed in Section 4107 of the Government Code 2-4 CONTRACT BONDS The "Faithful Performance Bond" and the "Labor and Material Bond" shall both be one hundred percent (100%) of the contract price In addition to the "Faithful Performance Bond" and the "Labor and Material Bond" , Contractor shall also furnish to District a "Guarantee Bond" in the amount of $10, 000 or ten percent (10%) of the contract price, whichever is greater as security for this guarantee, to be retained by District for a period of one (1) year after the date of written acceptance by the District, of all work performed under this contract. The date of written acceptance shall be the date of recording of the Notice of Completion Sureties providing performance bonds for Contractors must be licensed or agree to employ a licensed Contractor, with a Class A or other applicable specialty contractor's license from the State of California 2-5 1 PLANS AND SPECIFICATIONS Engineer will provide the Contractor, free of charge, copies of plans and specifications that are reasonably necessary for the execution of work Contractor shall, at his own expense, obtain copies of Standard Specifications for his general use If after award of contract, should it appear that the work to be done, or any matter relative thereto, is not sufficently detailed or explained in the specifications and plans, the Contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform to such explanation or interpretation as part of the contract All scaled dimensions are approximate Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities and shall immediately inform the Engineer or his representative of any discrepancies - 4 - 2-9 1 PERMANENT SURVEY MARKERS Unless otherwise provided in the Special Provisions the Contractor shall be responsible for protecting all existing horizontal and vertical survey controls, monument, ties and benchmarks located within the limits of the work If any of the above require removal , relocating or resetting, the Contractor shall, prior to any construction work and under the supervision of a California-licensed Land Surveyor or Civil Engineer, establish sufficient temporary ties and benchmarks to enable the points to be reset after completion of construction Any ties, monuments and benchmarks disturbed during construction shall be reset per local agency standards after construction and the tie notes submitted to the appropriate governing agency on 8-1/2" X 11" loose leaf paper The Contractor and his sureties shall be liable for at his own expense, any resurvey required due to his negligence in protecting existing ties, monuments, benchmarks or any such horizontal and vertical controls Unless a separate bid item is provided, full compensation for conforming to the requirements of this sub-section shall be considered as included in the contract bid price paid for various other items of work and no additional compensation will be allowed 2-10 AUTHORITY OF BOARD AND INSPECTION Authority of Board and Inspection shall conform to Section 2 10 of Standard Specifications and the following The Contractor shall give at least 48 hours advance notice of time when he or his Subcontractor will start or resume the various units of operations of the work as per the contract, or resume the said units or operations when they have been suspended as per the contract The above notice is to be given during working hours, exclusive of Saturday, Sunday or holidays for the purpose of permitting the Engineer to make necessary assignments of his representative or inspector on the work Any work performed in conflict with said notice without the presence or approval of the inspector, or work covered up without notice approval or consent may be rejected or ordered to be uncovered for examination at Contractor's expense, and shall be removed at Contractor's expense, if so ordered by the Engineer or inspector on the work Any unauthorized or defective work, defective material or workmanship or any unfaithful or imperfect work that may be discovered before the final payment and final acceptance of work shall be corrected immediately without extra charge even though it may have been overlooked in previous inspections and estimates or may have been caused due to failure to inspect the work - 5 - All authorized alterations affecting the requirements and information given on the approved plans shall be in writing No changes shall be made on any plan or drawing after the same has been approved by the Engineer except by direction of the Engineer in writing Deviations from the approved plans , as may be required by the exigencies of constructions will be determined in all cases by the Engineer and authorized in writing All instructions, rulings and decisions of the Engineer shall be in writing and shall be final and binding on all parties unless formal protest is made in writing, as provided in the following paragraph, and as provided in Section 1670 of the Civil Code If the Contractor considers any work demanded of him to be outside the requirements of the contract, or if he considers any instruction, ruling or decision of the Inspector or Engineer to be unfair, he shall within 10 days after any such demand is made or instruction, ruling or decision is given file a written protest with the Engineer stating clearly and in detail his objections and reasons therefore Except for such protests and objections as are made of record, in the manner and within the time above stated the Contractor shall be deemed to have waived and does hereby waive all claims for extra work, damages and extensions of time on account of demands, instructions, rulings and decisions of the Engineer Upon receipt of any such protest from the Contractor, the Engineer shall review the demand, instruction, ruling or decision objected to and shall promptly advise the Contractor, in writing, of his final decision, which shall be binding on all parties, unless with the 10 days thereafter the Contractor shall file with the Board of Directors a formal protest against said decision of the Engineer The Board of Directors shall con- sider and render a final decision on any such protest within 30 days of receipt of same 3-1 1 CHANGES IN WORK GENERAL Engineer shall be the duly authorized officer who may grant the changes prescribed in this section 3-3 1 EXTRA WORK GENERAL The extra work as defined in this section of Standard Specifications and any work done beyond the lines and grades shown on the plans shall only be performed when ordered in writing by the Engineer In absence of such written order any such work shall be considered unauthorized and will not be paid for Work so done may be ordered removed at the Contractor's expense 3-3 2 3a MARKUP Labor markup specified in this section shall be 15% - 6 - 4-1 4 TEST OF MATERIALS All tests of materials furnished by Contractor shall be made in accordance with commonly recognized standards of national organizations, and such special methods and tests as are prescribed in these specifications No materials shall be used until they have been approved by the Engineer The Contractor shall at his own expense furnish the District, in triplicate, certified copies of all required factory and mill test reports Any materials shipped by the Contractor from a factory or mill prior to having satisfactorily passed such testing and inspection by a representative of the District shall not be incorporated in the work, unless the Engineer shall have notified the Contractor, in writing, that such testing and inspection will not be required At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before delivery is started and before such material is used in the work Unless otherwise provided in the Special Provisions, all necessary soil and material test to be at Contractor's expense 5-1 UTILITIES GENERAL Location of utilities shown on plans are approximate only Contractor shall carefully excavate in the vicinity and shall locate all utilities shown on the plans Contractor shall be responsible for any damage to existing utilities shown on the plans regardless of exact locations 5-4 RELOCATION OF UTILITIES Any miscellaneous items to be relocated by the Contractor, as indicated on the plans, shall be relocated in a workmanlike manner and all such work shall be done only at such times as are acceptable to the owner The Contractor shall schedule his relocation work in cooperation with owner and shall be responsible to the owner The Contractor shall notify owners at least 48 hours in advance of any work on any of their facilities 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK Prior to the commencement of construction, arrangements will be made for a meeting between the Contractor and the Engineer The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract review scheduling, discuss construction methods and clarify inspection procedures The Contractor will be required to submit for approval by the Engineer, a complete schedule showing the number of working days required to complete the project - 7 - 6-6 2 EXTENSION OF TIME In the event the work called for under the contract is not finished and completed in all parts and requirements within the time specified, the Board of Directors shall have the right to increase the number of working days for completion or not, as may seem best to serve the interest of the District Except for the delays beyond Contractor's control as described in Sections 5-5 and 6-6 1, the District shall have the right to charge the Contractor, his heirs, assigns, or sureties and to deduct from the final payment for the work, all or any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence and other overhead expenses which are directly chargeable to the Contractor and which accrued during the period of such extensions In addition to the above charges, Contractor shall pay to the District liquidated damages as specified in Section 6-9 for such delays No extension of time for the completion of the work called for under the contract shall be allowed unless at least 10 days prior the the time fixed for the completion thereof or the time fixed by the Board of Directors or its designee for such completion as extended, Contractor shall have filed application for extension thereof, in writing, with the Engineer addressed to the Board of Directors or its designee In this connection it is understood that the Engineer shall not transmit any such request to the Board or its designee if not filed within the time herein prescribed 7-2 3 PREVAILING WAGE RATES The Contractor shall comply with the provisions of Section 1770 to 1780, inclusive of the California Labor Code, the prevailing rate and scale of wages determined by the Director of the Department of Industrial Relations, State of California, which are filed with the Assistant Secretary of said District, and shall forfeit penalties prescribed therefore for noncompliance of said Code In order to verify the compliance of said code, Contractor may be required by the District, from time to time, to furnish weekly, for the duration of the contract period, copies of his payroll statements showing wages paid each employee during the preceding week and the employee work classification to the Engineer for checking Using Form DH-H-347 , Payroll Statement of Compliance is an acceptable method of fulfilling the above requirement 7-2 4 APPRENTICES Attention is directed to the provisions in Section 1777 5 and 1777 6 of the Labor Code concerning the employment of apprentices by the Con- tractor or any Subcontractor under him The Contractor and any Subcon- tractors under him shall comply with the requirements of said sections in the employment of apprentices - 8 - Information relative to apprenticeship standards wage schedules and other requirements may be obtained from the Director of Industrial Rela- tions, Ex-Officio the Administrator of Apprenticeship, San Francisco, California or from the Division of Apprenticeship Standards and its branch offices 7-3 CONTRACTOR'S INSURANCE The Contractor shall not commence work under his contract until he has obtained all insurance required under this heading in a company acceptable to the District, nor shall the Contractor allow any Subcon- tractor to commence work on his sub-contract until all insurance required of the Subcontractor has been obtained The Contractor shall take out and maintain at all times during the life of the contract the following policies of insurance a Workman's compensation insurance to cover his employees as re- quired by the Labor Code of the State of California, and the Contractor shall require all subcontractors similarly to provide such compensation insurance for all of the latter's employees b Public liability and property damage insurance on account of bodily injuries, including death resulting therefrom in the sum of $5, 000, 000 combined single limit for any one accident which may arise from the operations of the Contractor in performing the work provided for herein c Motor vehicle public liability and property damage insurance to cover each automobile truck and other vehicles used in the performance of the contract in an amount of not less than $100, 000 for one person and $300, 000 for more than one person and property damage in the sum of $100, 000 resulting from any accident which may arise from the operations of the Contractor in performing the work provided for herein Each of the policies of insurance provided for in sub-paragraph C shall contain a clause substantially in the following words It is hereby understood and agreed that this policy may not be cancelled nor the amount of coverage thereof be reduced until 30 days after receipt by the Engineer of a written notice of such cancellation or reduction in coverage, as evidenced by receipt of a registered letter The Contractor shall, at the time of the execution of the contract, present the original policies of insurance required in paragraphs B and C hereof, or present a certificate of insurance showing the issuance of such insurance - 9 - 7-5 PERMITS AND LICENSES Except as otherwise specified in the Special Provisions, the Contractor shall procure all permits and licenses, pay all charges, and fees, and give all notices necessary and incident to the due and lawful prosecution of the work These permits and licenses shall be obtained in sufficient time to prevent delays to the work In the event that the agency has obtained permits, licenses or other authorization, applicable to the work, the Contractor shall comply with the provisions of said permits, licenses and other authorizations In the case the agency does procure any permits, it is understood that the agency is acting as an authorized agent for the contractor, and that the Contractor shall be soley responsible for all work performed under the permit 7-6 THE CONTRACTOR'S REPRESENTATIVE Contractor shall also file with the Engineer the addresses and tele- phone numbers where he or his designated representative may be reached during hours when the work is not in progress Instructions and information given by the Engineer to the Contractor's authorized representative or at the address or telephone numbers filed in accordance with this section shall be considered as having been given to the Contractor 7-8 1 CLEANUP AND DUST CONTROL All surplus materials shall be removed from the site of the work daily after completion of the work causing the surplus materials Unless the construction dictates otherwise, and unless otherwise approved by the Engineer, Contractor shall furnish and operate a self- loading motor sweeper with spray nozzles at least once each working day to keep paved areas acceptably clean whenever construction, including restoration, is incomplete Failure of the Contractor to comply with the Engineer's dust control orders may result in an order to suspend work until the condition is corrected; and after filing notice to the Contractor, the Engineer may order this accomplished by others All costs thus incurred shall be deducted from the amount to be paid to the Contractor No additional compensation will be allowed as a result of such suspension No separate payment will be made for any work performed, of material used, to control dust resulting from the Contractor's performance on the work, or by public traffic, either inside or outside the right of way Full compensations for such dust control will be considered as included in the prices paid for the various items or work involved - 10 - 7-8 5 TEMPORARY LIGHT, POWER AND WATER The Contractor shall provide for his employees and adequate supply of clean potable drinking water, which shall be dispensed through approved sanitary facilities 7-10 PUBLIC CONVENIENCE AND SAFETY The Contractor shall abide by the following publications which are hereby made a part of these specifications The Work Area Traffic Control Handbook (WATCH) The Manual of Warning Signs Lights and Devices for Use in Performance of Work Upon Highways State Labor Code Sections 6704 , 6706 and 6707 The Construction Safety Orders (CAL/OSHA) The General Industry Safety Orders (CAL/OSHA) Standard Specifications for Public Works Construction (The Green Book) 7-13 LAWS TO BE OBSERVED The Contractor shall protect and indemnify the District, the Board of Directors, the Engineer, and all of its or their officers, agents and servants against any claim or liability arising from or based on the violation of any existing or future State, Federal and Local laws, ordinances regulations, orders or decrees whether by himself or his employees If any discrepancy or inconsistency is discovered in the plans, drawings specifications or contract for the work in relation to any such law, ordinance, regulation, order or decree, the Contractor shall forthwith report the same to the Engineer in writing 9-3 2 PARTIAL AND FINAL PAYMENT The leading time for processing invoices for the monthly progress payment approved by the Engineer for inclusion on the warrant list of the District is governed by the rules and regulations established by the Board of Directors Invoices for monthly payments shall be submitted to the Engineer no later than the 25th of each month After completion of the contract the Board shall, upon recommend- ation of the Engineer, accept the work as complete and authorize the final payment - 11 - The amount retained and deducted by the District shall be 5% of the progress estimates for all progress payments The final payment of the retention amount to the Contractor shall be made 35 days from the date of the recording of the Notice of Completion of the work after it is accepted by the Board of Directors and shall be made on duly certified voucher therefore It is mutually agreed among the parties to the contract that no certificate given or payment made under the contract, except the final certificate of final payment, shall be conclusive evidence of full or substantial performance of this contract; and no payment shall be construed to be an acceptance of any defective work or improper material The acceptance of final payment by the Contractor shall release the District, the Board of Directors and the Engineer from any and all claims or liabilities on account of work performed by the Contractor under the contract or any alterations thereof 9-3 3 DELIVERED MATERIALS Materials delivered, but not in place, will not be classed as work done, except as otherwise provided in these specifications - 12 - CMSD 1112100-135 RECONSTRUCTING FORCE MAIN FOR ELDEN PUMP STATION PHASE II SPECIAL PROVISIONS The following additions are made to the "Standard Specifications" If there is a conflict between these additions and Standard Specifications, these additions shall have precedence A-1 GENERAL DESCRIPTION OF WORK The work to be done in general consists of the following Removal of existing bicycle trail and obstructions; controlling traffic in and around the work site; controlling and disposing of surface and groundwater flows during all phases of construction; bypassing existing sewage flows as necessary; excavating for the force main; constructing the 18" ductile iron force main and 24" VCP gravity sewer; backfilling excavations; reconstructing bike trail paving and other improvements to the satisfaction of the City Engineer of Costa Mesa The proceeding shall include furnishing all labor materials tools, equipment and incidentals necessary to perform and complete said work to the satisfaction of the Costa Mesa Sanitary District A-2 TRENCHING, BEDDING, BACKFILL & REPAVING Pipe bedding shall be as shown on the plans or as required by the Costa Mesa Sanitary District The remainder of the trench replacement shall conform to the City of Costa Mesa for work in City right-of-way A-3 GUARANTEES & SHOP DRAWINGS The Contractor shall guarantee all materials to be new and all materials and workmanship to be free from defects for a period of one year from the date of written acceptance of the completed work by the Board of Directors of the Costa Mesa Sanitary District The Contractor shall provide 3 copies of shop drawings and piping layouts for review prior to purchasing or installing any materials A-4 REMOVAL OF EXISTING MANHOLE Existing sewer manhole shall be removed by removing ring and cover knocking out 24" I D section filling with sand and repaving street per City of Costa Mesa requirements Ring and cover shall be delivered to Corporation Yard, 2300 Placentia Avenue, Costa Mesa - 13 - B-I PIPE, FITTINGS AND VALVES 1 General - The Contractor shall furnish and install all pipe, fittings and valves in the locations and of the material shown on the plans, including all joint materials, supports, and tools and equipment necessary for installation, testing and operation of the complete piping installation All pipe, fittings, and valves delivered to the pumping facility site shall be clearly marked to identify the material, class and thickness All material shall be new and free of blemishes The Contractor shall submit two sets of shop drawings of piping layout and approved equipment with installation details to the Engineer The shop drawings shall be reviewed by the Engineer prior to fabrication shipment or installation of the components 2 Ductile Iron Pipe - Ductile iron pipe shall conform to ANSI/AWWA C151/A21 51 and shall be of a standard brand of manufacture, equal in all respects to that manufactured by the United States Pipe and Foundry Company Ductile iron pipe shall be Pressure Class 250 The internal surfaces of ductile iron pipe and fittings shall be coated with 8 mil (min ) coal tar epoxy No 300-M (Koppers Co ) in accordance with ANSI A21 4 (AWWA C210-84) Exterior surface shall have 1 mil asphaltic coating and polyethylene encasement (8 mil min ) for protection of DIP in accordance with ANSI A21 5 3 Pipe Joints - A. General Pipe joints shall be of the size and type shown on the plans and as hereinafter specified If the type of joint is not shown a joint suitable for use with the pipeline material and service shall be used Joints shall be prepared and connected in accordance with standard practice for each type of pipe joint All bolts, gaskets and other material and appurtenances required to properly complete the joints shall be provided B Restrained Push-On-Joints Restrained joint pipe shall be ductile iron manufactured in accordance with the requirements of ANSI/AWWA C151/A21 51 Push-on joints for such pipe shall be in accordance with ANSI/AWWA 0111/A21 11 pipe thickness shall be designed in accordance with ANSI/AWWA C150/A21 50 - 14 - C Flanged Joints Flanges on ductile iron pipe are to be made up with companion flanges screwed on threaded pipe Flanges on steel pipe may be companion flanges screwed on threaded pipe or slip-on welding flanges welded to the pipe Where screwed on flanges are used, they must be made up so end of pipe is not more than 1/8" from flange face, with no pipe projection beyond the flange face Flanged joints shall be made up using proper bolts with hex nuts and asbestos fiber ring gaskets All flanged joints shall be made up with the flanges concentric and flanges faces parallel prior to tightening the joint Bolts for flanges shall not extend beyond the nut more than 1/4" and the threads shall be coated with Jet-E-Lube TPE-15 thread sealing compounds, or equal All fasteners within wet-well shall be stainless steel D Mechanical Joints Where mechanical joints are indicated on ductile iron pipe, they shall conform to ANSI Specification A-21 11 with neoprene gaskets E Uniflange Adapter Coupling Uniflange adapter couplings shall be furnished and installed where shown on the plans and at other locations with the prior approval of the Engineer Gasket material shall be suitable for sewer service and coupling shall be 125 lb cast iron construction The coupling shall be installed and set screws torqued in accordance with the manufacturer's instructions The adapter coupling shall be as manufactured by Smith-Blair, Inc or an approved equal 4 Fittings - A Ductile Iron Pipe Fittings for DIP shall be cast or ductile iron with flanged or mechanical joint connections conforming to ANSI Specification A-21 10 Where coated pipe is installed, the fitting shall be coated 5 Installation - The Contractor shall install all pipe, valves and fittings as shown on the plans, as specified or in accordance with standard practice All materials and work required to install pipe, valves and fittings in a safe manner shall be provided by the Contractor, whether or not specifically called for or shown, if the need for such materials and work to provide a first class result be reasonably anticipated by one familiar with the type of work - 15 - B-II BICYCLE TRAIL PAVEMENT The Contractor shall bid both Portland Cement Concrete and Asphalt Concrete Pavement for the bike path (trail) The District will review the bids and select either of the alternatives based on funding 1 PCC Pavement This work shall conform to section 302-6, 303-5 and 400-3 of the Standard Specifications and consists of installing the full bike trail pavement section utilizing Portland Cement Concrete as per the specified structural section PCC Pavement shall be Class 520-C-2500 or 520-C-2500 P if pumping is performed with an additive of 2% maximum calcium chloride to expedite cure time Finish shall be a medium broom finish or as directed by the Engineer Four inches of crushed miscellaneous base shall be required under new concrete Payment Payment for the preceding requirements shall be lump sum and shall include PCC material, removal and disposal of existing PCC and AC improvements, placement of new improvements, unclassified excavation, furnishing and placement of CMB, and all other work as required No other compensation will be allowed 2 AC Pavement General Asphalt concrete shall conform to Section 302-5 of the Standard Specifications Finished surface of the new pavement at the edge of gutter shall be flush with edge of gutter for streets with bike lanes The Contractor shall feather the new asphalt to form a smooth transition with the existing pavement Prior to placing asphalt concrete, all existing surfaces shall be cleaned by the use of airblow, water, by hand broom and dust sucker The surface shall be free of water dust, or foreign material before tack coat is applied - 16 - All stripings and markings shall be removed by grinding or by some other approved method before placing asphalt concrete surface course and skinning and patching A tack coat of SS-lh type emulsified asphalt shall be applied All work shall be performed to the satisfaction of the Engineer Rolling Initial or breakdown compaction shall consist of a minimum of three coverages of a layer of asphalt mixture A pass shall be a movement of a roller in both directions over the same path A coverage shall be as many passes as are necessary to cover the entire width being paved Overlap between passes during any coverage made to insure compaction without displacement of material in accordance with good rolling practice shall be considered a part of the coverage being made and not a part of a subsequent coverage Each coverage shall be completed before subsequent coverages are started New asphalt concrete shall be compacted to 95 percent of the relative compaction Pneumatic rollers shall not be used without prior approval of the Engineer The top layer of each lane, once commenced, shall be placed without interruption The Contractor shall roll the newly laid asphalt concrete in such a manner that will not create a joint between two passes; variations at joints shall be no greater than 1/8" If such joint exists the Contractor shall be required to replace or repair that section as directed by the Engineer at no cost to the District Six (6) inches of newly laid asphalt concrete adjoining to the edge of a pass to be joined by an adjoining pass shall not be rolled until adjoining pass has been laid Asphalt concrete base courses shall be type III-B2-AR-4000 (3/4" sieve size) and asphalt concrete surface courses shall be type III-D2-AR-4000 (3/8" sieve size) and shall be two (2) inches thick - 17 - Subgrade preparation shall conform to Section 301-1 of the Standard Specifications Asphalt concrete shall be placed with a paving machine equipped with a Preco attachment or similar device for use in obtaining constant cross-slope and maximum joint quality At all locations where new asphalt concrete pavement is joining or overlaying existing asphalt pavement, the Contractor shall sawcut existing pavement to provide straight neat lines and transition last twenty (20) feet of new pavement to form a smooth transition with the existing pavement Temporary asphalt concrete work where required by the Engineer for traffic control or other purposes shall be considered included in the price bid for the various items of work No additional compensation will be allowed Payment Payment for the preceding requirements shall be per lump sum and shall include AC material, removal and disposal of existing PCC and AC improvements, placement of new improvements, unclassified excavation, furnishing and placement of CMB and all other work as required to complete the work No other compensation will be allowed B-III TESTING 1 General - The Contractor shall, at his own expense, furnish all labor equipment, materials and water necessary for tests and for reworking unacceptable piping Control piping and tubing shall be tested as directed by the Engineer and as recommended by the applicable control manufacturer Prior to testing, all lines shall be flushed with clean water and all obstructions shall be removed 2 Pressure Piping - The Contractor shall test all pressure piping and appurtenances in the presence of the Engineer The pipe trench shall be partially backfilled and joints shall be exposed during the test However, when in the opinion of the Engineer, local conditions require the trenches be backfilled immediately after the pipe has been laid, the pressure test may be made after backfilling has been completed but before placement of permanent pavement The duration of the test and the test pressure shall be directed by the Engineer (50% over design pressure for 2 hour minimum) - 18 - B-IV TRAFFIC CONTROL AND LOCAL AGENCY JURISDICTION The Contractor shall obtain a permit from the local agency having jurisdiction over the areas where the sewer lines are being installed The Contractor is responsible for providing the local agency with plans or documents that are necessary to obtain the permits (i e traffic control plans, detour plans, etc ) B-V SAFETY REQUIREMENTS The Contractor shall conform to the latest OSHA requirements while working in the manholes and sewer lines and shall abide by the Work Area Traffic Control Handbook (WATCH) , the Manual of Warning Signs, Lights, and Devices for use in performance of Work Upon Highways, and the local agency' s directives for traffic control and safety - 19 - 1 Alhambra Fdry A-1270 frame and cover per Std Dwg. N2 S -105 r 1 CD,E iiVs I=s Grade rings p......li is iv I / . Nis Eccentric cone ] i 48 1 6 6' SHIM r_ 4:1 41 ism odamaim 1 ___ 1 SECTION A-A SECTION B-B 2 2 mlUT5 AT BUN NOTES INLETS MID OUTLETS FOR is B Y.L.P. CONST. ----1111 I Manholes shall be precast concrete as manufactured w by Associated Concrete Products, Inc. or aoproved EI9 al equal A A 2. Concrete base and stub walls shall be poured in one 1. operation to an elevation 2' above top of pipe. ji 3. Concrete shall be Class 50 C 3250 4. Depth of the channel shall equal pipe diameter for all sizes of pipe. ill III5. The floor of manholes shall be steel troweled. B 6. Steps shall be 14 wide stirrup-step, 3/4' diameter galvanized steel cast-in-place at lG O.C. SECTION C-C 7 Manhole bases must be poured against undisturbed soil 8. Steps for manhole shall be placed upstream. 9 Mortar for joints shall be per Costa Mesa Sanitary District Std Dag No. 5-103. COSTA MESA SANITARY DISTRICT Approved IDate G 18 82 Standard 48" I D. Manhole 20 District Engineer -R.C.E. 31120 Drawing N2 S - 100 linj CONCRETE(W/REBAR WHEN NOTED BELOW) TRENCH LIMITS DISTANCE AS New DISTANCE AS J REQUIRED BY S.D. REQUIRED BY 1 INSPECTOR INSPECTOR J CLEARANCE — 3/4" GRAVEL c a a s a . so p. go ° 48 ° EXISTING SEWER LINE _J IF CLEARANCE IS 8" TO 18' USE 4" CONCRETE SLAB OVER 4" OF 3/4" GRAVEL IF CLEARANCE IS LESS THAN 8" USE. CONCRETE SLAB W/ REBAR OVER 3/4 GRAVEL AS REQUIRED BY INSPECTOR CASE I REPLACE 6 ' OR 8 VCP W/DIP (SEE NOTE 4) -i JOIN EXISTING W/BAND SEAL REPAIR COUPLING EXISTING CONCRETE CRADLE WHEN 6" OR 8" i EXISTING CLEARANCE IS LESS ANNIMMIMMIIMIMININvcp : 6" OR 8 ' THAN 6" II � SEWER .I.111=ErallaW 1 ' MIN I CLEARANCE I , � Ill j 1 MIN • — ;: 1 MIN NI J e SEE INSPECTOR• JI New USE THIS CONCRETE New FOR SUPPORT S.D. • CRADLE WHEN SEWER S.D. REQUIREMENTS IS RESTING DIRECTLY IF CLEARANCE 4, . ON STORM DRAIN IS GREATER II CLEARANCE 6" OR LESS THAN 6 CLEARANCE GREATER THAN 6" Ill CASE U CASE III 1J Notes Jl 1 For use in conjunction with storm drain construction in the vicinity of sewer lines to prevent damage to sewer during backfill operation 2 This standard does not meet the State Department of Health require- ]] ments for sewer and water crossing 3 Case III may be used with the construction of new water main with prior approval of District Engineer 4 10 ' VCP or larger to be protected in place per inspector require- JI ments 1 5 Concrete shall be Class 420-C-2000 COSTA MESA SANITARY DISTRICT Dote. Approved /1' ft 0#00 SEWER-STORM DRAIN CROSSING District Engineer R.C.E. 3 720 / Drawing No S- 109 TRFNrH WTTTH E► BACKFILL — /1 X 0 D X 12" a I BEDDING B TRENCH SHEETING OR SHORING PER TITLE 8 CALIFORNIA ADMINISTRATIV: ac EWER LINE) ° ■ CODE BEDDING A — r ..„// • / ° a 6" MIN 4 G s o o a BARREL OF PIPE BELL OF PIPE `s. NOTES. 1 Bedding A shall be composed of 3/4 crushed gravel 2 Backfill and Bedding B shall be as required by the local agency standards Backfill w/slurry whenever possible 3 "X" shall be between 6 and 8 inches and shall include the thickness of any shoring 4 All trenching and bedding operations shall be done in conformance with the latest edition of the Standard Specifications for Public Works Construction 5 Structural section of pavement shall be replaced as required by the local agency 6 Applicable agency standards are City of Costa Mesa Std No 813 City of Newport Beach Std 106-L, County of Orange EMA Std Plan 1319 REVISED 8/11/88 Irinne COSTA MESA SANITARY DISTRICT Approved A .yy' TRENCHING AND BEDDINGnio ' srar �r • 22 1MEELCUT ON UNCUT " T 0.2' EXISTING REPLACEMENT MYSIENT PAVEMENT \\T� N A.C. OR P.C.C. �y\� 0.1?-1- .1T I /��\ ACHY//\ //�■ /`. \. A. g. g• �j A \\ p' 0.65 MINIMUM C.A.B. OR SLURRY FOR LOCAL STREETS. INDER 2' 0.50' 1.00' NINIMJM C.A.B. OR SLURRY FOR HIGHER TRAFFIC wp )YFR 2' 1.0' 93k —— — STREETS. SEE NOTE II AND TABLE HEREON BACKFILL ZONE SEE NOTE R2 1.0' MINIMUM BEDDING 'A' AS PER SUBSECTION 701 1.2.1 OF THE STANDARD PIPE ZONE \PLCIFICATIONS. SLURRY, C.A.B. OR AS SPECIFIED, COMPACTED 0� ,�_ 0�.50� TO THE SATISFACTION OF THE CITY ENGINEER. OR D' � CR D' — — BEDDING 'B' CONCRETE AGGREGATE. C.A.B., C.M.B. OR AS 0.1 .C\ SPECIFIED, MAXIMUM GRADATION W. 2 COMPACTED TO THE to D/10 SATISFACTION OF THE CITY ENGINEER. D/10 BUT NOT LESS THAN .5 'WHICHEVER IS LESS BUT NOT UNDISTURBED FOUNDATION LESS TFW1 .75 NOTES: 1. ALL EXCAVATION AC CONSTRUCTION OPERATIONS SMALL COMPLY WITH THE REQUIREMENTS OF CALIFORNIA DIVISION DF INDUSTRIAL SAFETY AMU THE YORK AREA TRAFFIC HANDBOOK. (W.A.T.C.H. LATEST EDITION) 2. ALL TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL TO EXISTING OR FUTURE STREETS (INCLUDING ALL INTERSECTION CROSSINGS) ALL LONGITUDINAL TRENCHES IN THE STREET WITHIN 1.5 OF THE EDGE OF THE GUTTER OR CURB (IF NO GUTTER) AROUND MANHOLES, AND ALL WEN (LESS THAN 2') LONGITUDINAL TRENCHES WHICH ARE LESS THAN 20' LONG SHALL BE BACKFILLED WITH CLASS 1D0-E ADO SAND—CEMENT SLURRY ALL OTHER CONDITIONS SHALL BE BACKFILLED WITH SLURRY C.M.B. OR C.A.B. OR AS SPECIFIED. 3. BACKFILL AN7 COMPACTION METHODS SHALL CONFORM TO SUBSECTION 706-1.3 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) EXCEPT THAT 95% RINIMM RELATIVE COMPACTION SHALL BE REQUIRED WITHIN THE STRUCTURAL SECTION AND 0.5' KIN N1111 90S REWIRED 1N THE REMAINDER OF THE BACKFILL ZONE 4. ALL REFERENCES TO SLURRY SHALL MEAN CLASS 100—E 100 SAND—CEFENT SLURRY. 5. ALL A.C. REPLACEMENT REQUIRES A TACK COAT ON EXISTING EDGES AND A SEAL COAT ON THE SURFACE. 6. ALL WORK SHALL CONFORM TO THE CITY OF COSTA NSA 'GUIDELINES FOR TRENCH EXCAVATION' ATTACHED HERETO. 7 PRIOR TO PLACING BACKFILL, CALL CITY OF COSTA MESA ENGINEERING DIVISION nit BE001*3 INSPECTION. B. THE WHEEL CUT O1 SAWCUT OF A.C. )MALL BE A STRAIGHT CLEAN LINE ACCEPTABLE TO THE CITY ENGINEER. 9. WHERE A.C. EXCEEDS 0.5' IN THICKNESS. ALTERNATE PAVEMENT REPLACE-WC THAN REQUIRED HEREIN WILL RE SPECI- FIED BY THE CITY ENGINEER. 10. PRIOR TO PERFORMING ANY WORK IN THE PUBLIC RIGHT-OF-WAY A PERMIT MUST BE OBTAINED FROM THE CITY OF COSTA MESA ENGINEERING DIVISION. 11. ON ALL HIGHWAYS SHOWN ON THE MASTER PLAN N NIGNUYS, A .B .R' SHALL SE OF A WIDTH SUFFICIENT TO ACCOM- MODATE A SELF-PROPELLED STEEL ROLLER. 12. THIS STANDARD SHALL APPLY TO ALL UTILITY CUTS IN THE M*LIC RIGHT—OF-WY C.A.B. CRUSHED AGGREGATE BASE D AS PER SUBSECTION 200-2 OF THE STANDARD SPECIFICATIONS C.M.B. CRUSHED MISCELLANEOUS BASE :VISED 4-16-96 I CITY OF COSTA MESA 23 TRENCHING ' DETAIL ON CALIFORNIA SCALE STD.DWG.NO PUBLIC SERVICES 1EPARTMENT APMtOVEO a - 6 DATEVA3/e'' 813 RRUCC MATTCRM M.C.C. I13RR I I 1000-4 HIGHWAY DESIGN MANUAL January 1987 Figure 1003.1A Two-way Bike Path on Separate Right of Way 1 1) L '‘- ' ,21)(1 c .71:.„7.:49.. 44rIA ■) . } - izF.0 ' .Y Tx k k �/ ei:::).1.. ,✓ :rim► r 81(Min) ,l1{, "141kg * p 2% u • %%%%%%%%%%%%%%%%%%%%%%%%%%%% --°1 2'(Min.1 1-• 8' Min. Width 21(Min.) 1-, - Graded Paved Graded Figure 1003 16 Typical Cross Section of Bike Path Along Highway �2` Graded AreaGrtin) *5`or 8 Min_) Highway I 2 % y I y Edge of pavement 5' (Min.) Bike Path *One-Way 5` Minimum Width Two-Way 8 Minimum Wiaih 24