The URL can be used to link to this page

Project 160 - Specification - 2000-12-31 m e. 99 ..00 COSTA MESA SANITARY DISTRICT ORANGE COUNTY, CALIFORNIA FAIRVIEW PARK SEWER PROJECT NO 1112100-160 sit,sANITg4py ham. . .. .-. .- LA Is O ' A•may:/� tae. cOkpORAT��1 ROBIN B HAMERS MANAGER/DISTRICT ENGINEER 15:9 cOFESSlo&9 l 8. 4.141 `�2�, BID SET NUMBER Z 3 2' 0. N .� cal- I RC:4* Z ts,� EXP e e I a o TFCF ctvt I- jr CA1gr 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 FAIRVIEW PARK SEWER, PROJECT NO 1112100-160 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 10.00a.m. , March 1, 1999 , 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 c 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 Clerk of the District and shall forfeit penalties prescribed therefore for noncompliance of said code Pursuant to California Contract Code Section 22300 CONTRACTOR will be entitled to post approved securities with the District or an approved • financial institution in order to have the District release funds retained by the District to insure performance of the contract Liquidated damages in the sum of $250 per day shall be imposed for each unexcused day beyond the contract completion date Dated February 8, 1999 BY ORDER OF THE BOARD OF DIRECTORS OF THE COSTA. MESA SANITARY DISTRICT TABLE OF CONTENTS •• Page Proposal 1 Standard Specifications. 1 Part 1 General Provisions 1 12 Definitions. 1 13 Abbreviations .2 2 1 Award and Execution of Contract .2 Procedure for Proposal Submittal .2 Request for Interpretation .3 Return of Bid Security .3 Execution of Contract 4 2 3 1 Subcontracts: General 4 2-4 Contract Bonds 4 2 5 Plans and Specifications 4 2 7 Subsurface Data .5 2-9 1 Permanent Survey Markers. .5 2 11 Inspection 6 3-1 1 Changes Requested by the Contractor General 7 3-3 1 Extra Work: General 7 6-1 Construction Schedule and Commencement of Work 7 6-6.2 Extensions of Time. 7 7 2 Labor 8 Apprentices 8 7 3 Liability Insurance 8 7 5 Permits. .9 7-6 The Contractor's Representative 10 7-8 1 Cleanup and Dust Control 10 7-8.5 Temporary Light, Power and Water 10 7 10 Public Convenience and Safety 11 7 13 Laws to be Observed. 11 9-3 1 Payment: General 11 9-3.2 Partial and Final Payment 12 9-3.3 Delivered Materials 12 Special Provisions Part 2 Construction Materials 13 Part 3 Construction Methods 13 Temporary Resurfacing. 14 Connections to Existing Facilities. 14 Guarantees and Tests 14 Safety Requirements and Permits 14 Traffic 15 Sheeting, Shoring and Bracing 15 PVC Gravity Sewer Pipe Specifications and Requirements. 16 CMSD Standard S-100 26 CMSD Standard S-103 27 CMSD Standard S-104-A. 28 CMSD Standard S-105 29 CMSD Standard S-107 30 CMSD Standard S-112 31 City of Costa Mesa Standard No. 813 33 Soils Investigation 39 Sample Agreement CMSD and Contractor 65 P R O P O S A L PROJECT NO 1112100-160 S. FAIRVIEW PARK SEWER 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 the FAIRVIEW PARK SEWER 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 submission 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 35 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 PROPOSAL SCHEDULE Bid Items 1 Construct 8 inch PVC sewer in Canyon Drive and Placentia Avenue including, but not limited to, traffic control, pavement removal, protection or reconstruction of existing utilities, excavation, trenching sheeting, shoring, bracing, bedding pipeline installation, backfill, compaction, air pressure and mandrel testing, compaction testing, pavement replacement, replacement of surface features, including all labor and materials, complete in place for the unit price of / 1.j() 00 per linear foot Approximate Quantity 575 Unit Price / 711)(2 cC Total 7'1, 750 -92 P-1 Bidder's Initials inc 2 Construct 8 inch PVC sewer in Fairview Park including, but not limited to traffic control, removal of surface improvements protection or reconstruction of existing utilities including . irrigation system, excavation trenching, sheeting, shoring, bracing, bedding, pipe line installation, backfill, compaction air pressure and mandrel testing, compaction testing two incidences of stopping work as described under Burial Ground Note on sheet 3 of the plans, surface replacement including asphalt paving, bicycle trail or sod as is appropriate replacement of other surface features as necessary, including all labor and materials, complete in place for the unit price of bO.cC per linear foot Approximate Quantity 2 , 643 Unit Price -0 t)C) Total rlg 5*ii. 3 Construct 6 inch PVC sewer in Fairview Park including, but not limited to traffic control, removal of surface improvements protection or reconstruction of existing utilities including irrigation system, excavation trenching, sheeting, shoring bracing, bedding, pipe line installation, backfill, compaction, air pressure and mandrel testing, compaction testing, surface replacement including asphalt paving, bicycle trail, or sod as is appropriate, replacement of other surface features as necessary, including all labor and materials, complete in place for the unit price of "7J coper linear foot Approximate Quantity 32 Unit Price 2jy on Total 0.52- ea 4 Construct 48 inch inside diameter manhole per CMSD Std S-100 including traffic control removal of surface improvements, protection or reconstruction of existing utilities, excavation, sheeting, shoring, bracing, bedding, installation of concrete base, precast concrete units, frame and cover, backfill, pavement or surface feature replacement, all labor, materials complete in place for the unit price of 642000o per EACH Approximate Quantity 10 Unit Price /Aicoco Total jf,C6C-co Total or gross sum written in words Total or gross sum in figures IWo c) �red flby fu/o 46 aY $ ZSZ( C/f to Fa)r red enght-y Apo (c'o'lacs Bidder' s Initials 1-('6- In case of a discrepancy between the words and figures, the words shall prevail P-2 Bidder's Initials nAlS. Alternate Bid Items - Sewer Line 'C' Al Construct 8 inch PVC Sewer in Fairview Park including but not limited to traffic control removal of surface improvements protection or reconstruction of existing utilities including irrigation system, excavation trenching, sheeting, shoring, bracing, bedding, pipe line installation, backfill, compaction, air pressure and mandrel testing, compaction testing, surface replacement including asphalt paving, bicycle trail, or sod, as is appropriate, replacement of other surface features as necessary, including all labor and materials, complete in place for the unit price of 66200 per linear foot Approximate Quantity 1 103 Unit Price 60 co Total 66, Mt ®p A2 Construct clean out complete in place per CMSD Std S-107 for the unit price of 5W 00 per EACH Approximate Quantity 10 Unit Price SC:bon Total 5,000 op A3 Construct 48 inch inside diameter manhole complete in place per CMSD Std S-100 for the unit price of bsoaccper EACH Approximate Quantity 1 Unit Price /LSOOO Total 65 CC Contractor Acknowledgement of Burial Grounds & Vernal Pools Contractor acknowledges reading, understanding, and accepting the provisions of the Burial Ground Note and Vernal Pool Note shown on sheet 3 of the Plans Contractor understands the sensitive nature of these concerns and will use his best efforts to be cooperative and accommodating M&d, tee. Bidder's Ini ils I. w P-3 Bidder' s Initials 477,6' 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 Accompanying this proposal is 151ddfr' vj arid 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 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 P-4 Bidder's Initials ytc Respectfully submitted, VY1 b±in rtmcic, et-n-)± en MIxten Sri vx Cori+ curry- Contractor's Business Name Contrac r Title P.o f x$ ►olc 02161 Rory Business Address Street BY rnladen &voc Title ArcocirA ('.a C►1 4, ► - o) -w-2cco City State Zip Contractor' s License, Expiration / 'n ' -� Date & Classification Business Phone P�ho�ne N.u�mbber m► Elr }J,Vo(', OW/ Name Title 127n Prilennt PA Residence Street Arootclici, Cot o tc ip - City State Zip (0 ),W9- 17199 Resid nce Phone Number I declare under penalty of perjury under the laws of the State of California that the forgoing is true and correct Dated at Ayr 6 01 , this I day of March 19tH gow (Signed) 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 YV�Icv�n yar - jnCWi1cr 1 P-5 Bidder' s Initials //Lc- 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 -on- EQ OA tj Dc LA -tint Erorrez tD q� 9‘Q P9n U `1 r 14 CA-k. q LA €€nrrc a-, 6-tarbaz- S -qn- ENP)PPP LL Ic +IQi Ci4J of- LA 17yz,lph v l�-mod c_(a P)P9 LL 248' ca.-hi of L A Anl, P0ekban 10-06 e,N P 2 U. rib ('+0 o & L A PA,rhra, 5171hr t 'C4 moo, l L nr or LA 5u son Aryht. i cnan tr A s 5-C �rUnic D Ople-P r � , y 6j-q3 I0corn brain (`ra,lvin i�n� D ( hli kh� John n /bl�re5k i c�ID -qlp In `Yrcon trot nkto / (.rlil I�cum ida�rdhtj 4-15-1h A -r' & () .i-i-Fe'501 Cr-h J op L A J mirrasair Bidder shall signify receipt of all Addenda here, if any Addendum No Date Received Bidder's Signature P-6 Bidder's Initials p40 DESIGNATION OF SUBCONTRACTORS In compliance with the "Subletting and Subcontracting Fair Practices Act" being Sections 4100-4113 of the Public Contract 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 &recn -t &m3 L1n-e) 3 -0471 P-7 Bidder' s Initials ,,fl 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 Me-a Sanitary District, a special district, organized under the laws of the State of California and situated in Orange founty in the sum of ($ ) 0 be paid to t e District its successors and assigns for which pa -nt well any- truly to be made, we bind ourselves our heirs, execut.rs, and .dministrators successors or assigns, joint and severally f mly by these presents THE CONDITION OF THIS OBLIGATION • .UCH, That if the certain proposal •' the above bounden, , is accepted by the Costa Mesa Sanitary District, and if the above bounden, his heirs exe utor administrators, successors and assigns, shall duly enter i to and execute a contract for such construction, and shall execute and delver the LABOR AND MATERIAL and the FAITHFUL PERFORMANCE :ONDS described within 10 days (not including Sunday) from the da e of the mtiling of a notice of the above bounden, , by an. from District, that said contract is ready for executi.n, then thi. obligation shall become null and void; otherwise it -hall be and -main in full force and virtue IN WITNESS WHEREOF We hereunto set our rands and seals thi . day of , 199 P-8 Bidder's Initials M--5 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 direc ly or indirectly, entered into any arrangement or agreement with a ,y other bidder or bidder which tends to or does lessen or destroy f ee competition in the letting of the contract sought for on the at ached 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 con- idering any/bid from any Subcon- tractor or supplier which is of proce sed through said bid depository, or which prevent an Subcont actor or supplier from bidding to any Contractor who do-s not se the facilities of or accept bids from or through such b ,d de• •sitory; that no inducement of any form or character other than ha which appears upon the face of the bid will be suggested, off' ..-d, paid or delivered to any person of the contract nor has • is bidder any agreement or understanding of any kind whatsoeve , with any person whomsoever to pay, deliver to, or share with any •th:r person in any way or manner, any of the proceeds of the contra s s• ght by this bid rbtw' .lE.f Co nn ma 41 v- A ' • 4 Subscribed and sworn o before me by This day • 199 My Commission e pires Notary Public P-9 Bidder's Initials li 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 PART 1 - GENERAL PROVISIONS The following additions are made to the "Standard Specifications" If there is a conflict between the 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, Standard Specifications, General Provisions , Special Provisions, 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 - 1 - (g) LABORATORY An established laboratory approved and authorized by the Engineer for testing materials and work involved in the contract (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 CNB City of Newport Beach CSD County Sanitation Districts of Orange County OCEMA Orange County Environmental Management Agency 2-1 AWARD AND EXECUTION 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 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 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 - 2 - address Each bid shall have thereon the affidavit of the bidder that such bid is genuine and not sham or collusive 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 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 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 District 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 - 3 - LICENSE REQUIRED Contractor shall have a Class A or C42 license to perform this work "OR EQUAL" PROVISION When otherwise specified, any product called for on these Specifications may be substituted using the process described in Public Contract Code Section 3400 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 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 Public Contract 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 The Faithful Performance Bond shall be held for one year from the date the Notice of Completion is recorded 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 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 and Standard Plans and Specifications of the State of California, for his general use - 4 - 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 2-7 SUBSURFACE DATA All soil and test hole data, water table elevations and soil analyses shown on the drawings or in the soils report apply only at the location of the test holes and to the depths indicated Bidders shall perform additional subsurface explorations at bidder's expense as are necessary to insure the submitted bid includes all provisions necessary for properly performing the work in the soil encountered at the job site A difference in elevation between groundwater shown in soil boring logs and groundwater actually encountered during construction, or a difference in soil type shown in the soil boring logs and soil type actually encountered during construction, will not be considered as a basis for extra work 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 - 5 - 2-11 INSPECTION 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 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 - 6 - 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 REQUESTED BY THE CONTRACTOR 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 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 6-6 2 EXTENSIONS 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 except that the cost of the final services and preparation of the final estimates shall not be included in such charges - 7 - 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 20 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 LABOR 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 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 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 - 8 - 7-3 LIABILITY 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 Each of the policies of insurance provided for 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 ten 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 insurance required to be provided herein shall be provided by a domestic carrier authorized to, and doing business in, the State of California and rated A+ XI by Best Key Rating Guides--Property--Casualty and admitted for coverage in the State of California Insurance Guarantee Fund The Contractor shall, at the time of the execution of the contract, present the original policies of insurance required herein or present a certificate of insurance showing the issuance of such insurance Contractor shall also provide an endorsement naming the District as an additional insured - 9 - 7-5 PERMITS 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 1 PAYMENT GENERAL Contractor is reminded that the unit and lump sum prices shown in the proposal shall be full compensation for the items of work described in the proposal including all incidental, appurtenant, or related work and materials required to deliver the final product shown on the plans Contractor shall have examined the contract documents and site and shall include in his bid furnishing all materials, labor, equipment tools, incidental appurtenant, or related work to complete the job in order that no separate work or compensation is needed to complete the work - 11 - 9-3 2 PARTIAL AND FINAL PAYMENT The lead 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 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 - SPECIAL PROVISIONS The following additions are made to Parts 2 & 3 of the "Standard Specifications" If there is a conflict between these additions and Standard Specifications these additions shall have precedence PART 2 - CONSTRUCTION MATERIALS PART 3 - CONSTRUCTION METHODS -13- TEMPORARY RESURFACING Payment for temporary resurfacing shall be included in the contract price for the related construction item No separate payment will be allowed CONNECTIONS TO EXISTING FACILITIES Work on, and connection to, existing facilities shall be accomplished while maintaining existing sewer service Such work on existing facilities shall be accomplished at a time and in a manner approved by the Engineer The Contractor shall be particularly aware that such connections and work on existing facilities will be performed during periods of low sewage flow, possibly during the night time or early morning hours GUARANTEES AND TESTS 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 This guarantee does not extend to claims for injury to person or property of third parties due to negligent construction SAFETY REQUIREMENTS AND PERMITS The Contractor shall obtain a permit, in the District ' s name, from the City of Costa Mesa The Contractor will be required to comply with all requirements of Sections 6500, 6704, 6706, and 6707 of the State Labor Code The Contractor will submit to the Engineer in advance of excavation, a structurally approved plan showing the design of shoring bracing sloping or other provisions to be made for worker's protection from the hazard of caving ground during the excavation of trenches, provisions for the control of groundwater will be included in these plans The Contractor will obtain, in advance of excavation, a permit authorizing such construction from the Division of Industrial Safety of the State of California Unattended excavation will be backfilled, covered, or protected to the satisfaction of the Engineer and local governing agency -14- TRAFFIC The Contractor shall furnish erect, and maintain at his own expense such fences signs barricades, lights arrow board, flagmen, guards and such other devices as are necessary and so directed by the Engineer to prevent accident damage or injury to the public The Contractor shall be guided by the State of California, Business and Transportation Agency, Department of Public Works publication "Manual of Warning Signs, Lights and Devices for use in performance of Work Upon Highway" latest edition, and the WATCH handbook The Contractor shall at all times abide by the local agencies inspector ' s directives concerning the control of traffic during construction The Contractor shall maintain local access for all residences and businesses within the limits of construction The Contractor shall cover, or fill open trenches after each construction day and on holidays or weekends to the satisfaction of the District Engineer SHEETING, SHORING AND BRACING The Contractor will be required to furnish all labor materials, tools , equipment, and performing all work involved in providing adequate sheeting, shoring and bracing or equivalent methods for the protection of life or limb which shall conform to applicable safety orders The Contractor will be required to submit to the Engineer a detailed plan showing a structurally approved design of shoring or equivalent methods to provide protection for workers -15- ,PVC GRAVITY SEWER PIPE Submittals 1 Shop drawings shall be submitted 2 Provide materials list showing material of pipe and fittings with ASTM references and grade 3 Provide certificates of compliance with all standards referenced in this section Pipe and Fittings 1 ASTM Requirements Pipe fittings couplings and joints shall be in conformance with the size material and performance requirements of ASTM D 3034 SDR 35 and shall have gasketed joints Pipe shall be made of PVC plastic having a cell classification of 12454-B 12454-C or 13364-B as defined in ASTM D 1784 Fittings shall be made of PVC plastic having a cell classification of 12454-B 12454-C or 13343-C All pipe shall be of solid wall construction with smooth interior and exterior surfaces 2 Manufacturer s Testing Certification During production of the pipe the manufacturer shall perform the specified tests for each pipe marking A certification by the manufacturer indicating compliance with specification requirements shall be delivered with the pipe The certification shall include the test result data 3 Pipe Marking All pipe fittings and couplings shall be clearly marked at an interval not to exceed 5-feet as follows a Nominal pipe diameter b PVC cell classification c Company plant shift ASTM SDR and date designation d Service designation or legend For fittings and couplings the SDR designation is not required All pipe shall have a home mark on the spigot end to indicate proper penetration when the joint is made 16 4 4.9i i•n.l • ' .- T- F•_ •win• D-liv-r When pipe is delivered to the jobsite the District Representative may require additional testing to determine conformance with the requirements of pipe flattening impact resistance pipe stiffness and extrusion quality When testing is required one test pipe shall be selected at random by the District Engineer from each 1 200 feet or fraction thereof of each size of pipe delivered to the jobsite but not less than one test pipe per lot A lot shall be defined as pipe having the same identification marking The length of specimen for each selected pipe shall be a minimum of 8-feet 5 Pipe Retest Pipe which is not installed within 120 days of the latest test shall not be used without prior approval of the District Representative 6 Fitting and CouplingEnd Configurations The socket and spigot configurations for fittings and couplings shall be compatible with those used for the pipe 7 Manufacturers Pipe shall be as manufactured by J-M Manufacturing Ring-Tite Vinyltech Pacific Western Diamond Plastics Carlon or arrroyed equol Gaskets for PVC Pipe II 1 Genera Unless otherwise specified gaskets shall be manufactured from a synthetic elastomer and shall be extruded or molded and cured in such a manner as to be dense homogeneous and of smooth surface free of pitting blisters porosity and other imperfections The compound shall contain not less than 50 percent by volume of first-grade synthetic rubber The remainder of the compound shall consist of pulverized fillers free of rubber substitutes reclaimed rubber and deleterious substances The tolerance for any diameter measured at any cross section shall be ±1/32-inch ( 8mm) 2 Gasket Ma r' al R quir m n When required by the District Representative the Contractor shall furnish test samples of gaskets from each batch used in the work Gasket material shall meet the following requirements 17 ASTM Test Property Valle Method Tensile strength (min psi) 2 000 D 412 Elongation at break (% min ) 350 D 412 Shore durometer Type A 40 to 65* D 2240 (Pipe manufacturer shall select value suitable for type of joint) Compression set (constant 16 D 395 deflection) max % of Method B original deflection Tensile strength after oven 80 D 573 aging (96 hours 158°F [70°C) ) % of tensile strength before aging Increase in Shore durometer 10 D 2240 hardness after oven aging Maximum increase over original Shore durometer Physical requirements after No Cracks D 1149 exposure to ozone concentration (150 pphm 70 hours 140°F [40°C) 20% strain) *This applies only to the sealing component of the gasket 3 Splice. No more than one splice will be permitted in a gasket A splice shall be made by applying a suitable cement to the ends and vulcanizing the splice in a full mold The splice shall show no separation when subjected to the following tests Elongation Te. t The part of the gasket which includes the splice shall withstand 100% elongation with no visible separation of the splice While in the stretched position the gasket shall be rotated in the spliced area minimum of 180 degrees in each direction in order to inspect for separation Bend Te. t The portion of the unstretched gasket containing the splice shall be wrapped a minimum of 180 degrees and a maximum of 270 degrees around a rod of a diameter equal to the cross section diameter of the gasket 18 Epoxy Resin All approved saddle connections or repair work to District sewer mains shall be accomplished with an approved epoxy resin Epoxy resins shall be EPIBOND 157 as manufactured by Furane Plastics Incorporated WR633 A & B as manufactured by Wyndham Chemicals Incorporated EPON 828 as manufactured by the Shell Chemical Corporation or approved equal The epoxy resin shall be used in strict accordance with the manufacturer s specifications Delivery and Temporary Storage of Pipe at Site 1 Onsite Storage Limitation Onsite pipe storage shall be limited to a maximum of one week unless exception is approved by District 2 Care of Pipe At times when the pipe laying is not in progress the open end of the pipe shall be closed with a tight-fitting cap or plug to prevent the entrance of foreign matter into the pipe These provisions shall apply during the noon hours as well as overnight In no event shall the sewers be used as drains for removing water which has infiltrated into the construction trenches 19 Handling of Pipe 1 Moving Pipe Pipes shall be lifted with handling beams or wide belt slings as recommended by the pipe manufacturer Cable slings shall not be used Pipe shall be handled in a manner to avoid damage to the pipe Pipe shall not be dropped or dumped from trucks or into trenches under any circumstances 2 Inspection Pipe The pipe and accessories shall be inspected for defects prior to lowering into the trench Any defective damaged or unsound pipe shall be repaired or replaced All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench Placement of Pipe in Trench 1 General All pipe shall be laid without a break upgrade from structure to structure with the bell ends of the pipe upgrade Pipe shall be laid to the line and grade given so as to form a close concentric joint with the adjoining pipe and prevent sudden offsets of the flow line 2 Trench Excavation Dewatering excavation shoring sheeting bracing backfill material placement material compaction compaction testing and pipe laying requirements and limitations shall be in accordance with these ci ctioi15 3 Pipe BM'ai19, _Unless shown otherwise on the drawings pipe heclding material shall be 3/4-inch crushed rock. 4 Subgrade at Joints At each joint in the pipe the pipe subgrade shall be recessed in firm bedding material so as to relieve the bell of the pipe of all load and to ensure continuous bearing along the pipe barrel 5 Cleaning The interior of the sewer pipe shall be cleaned of all dirt and superfluous materials as the work progresses 6 Joints The mating surfaces of the pipe to be joined shall be wiped clean of all dirt and foreign matter and a lubricant applied that is approved by the pipe manufacturer Then with the surfaces properly lubricated the spigot end of the pipe shall be positioned inside the bell and the joint shoved home 7 PiPE=Itd-i4ummlat Unless specified otherwise pipeline line and grade shall be as shown on the plans Grade shall be measured along the pipe invert 20 Cleaning Before testing each pipe shall be thoroughly cleaned from manhole to manhole with a sewer scrubbing ball and all debris and trash shall be removed from each manhole Mandrel Test for PVC Gravity Sewers Following placement and compaction of backfill for all utilities and prior to the placement of permanent pavement all sewer mains shall be cleaned and mandrelled to verify that the pipeline is free from obstructions (deflections joint offsets lateral pipe intrusions etc ) A rigid mandrel with a circular cross section having a diameter of at least 95 percent of the specified inside pipe diameter shall be pulled through the pipe by hand The minimum length of the circular portion of the mandrel shall be equal to the nominal diameter of the pipe Obstructions encountered by the mandrel shall be repaired and the pipeline section retested 21 protection of Existing Utilities and Facilities 1 General The Contractor shall be responsible for the care and protection of all existing sewer pipelines water pipelines gas mains storm drains culverts or other facilities and structures that may be encountered in or near the area of work 1 2 Notification It shall be the duty of the Contractor to notify each agency of jurisdiction and make arrangements for locating each agency s facilities prior to beginning construction 3 Damage In the event of damage to any existing facilities during the progress of the work due to the failure of the Contractor to exercise the proper precautions the Contractor shall be responsible for the cost of all repairs and protection to said facilities The Contractor ' s work may be stopped until repair operations are complete Protection of Landscaping 1 General The Contractor shall be responsible for the protection of all the trees shrubs fences and other landscape items adjacent to or within the work area unless directed otherwise on the plans In the event of damage to landscape items the Contractor shall replace the damaged items in a manner satisfactory to the District Representative ! 2 Restoration After the completion of work in planted or improved areas within public or private easements the Contractor shall restore such areas to original condition Restoration shall include regrading placement of 5-inches of topsoil reseeding and replacement of landscaping 22 Testing for Compaction 1 Methods The density of soil shall be determined in place by the sand cone method ASTM D 1556 or by the nuclear method ASTM D 2922 or D 3017 2 Soil Moisture-Density Relationship The laboratory moisture-density relations of soils shall be determined per ASTM D 1557 3 Cohesionles. Materia s The relative density of cohesionless materials shall be determined by ASTM D 4253 and D 4254 4 Sampling Backfill materials shall be sampled per ASTM D 75 5 Relative Compaction Relative compaction shall be expressed as the ratio expressed as a percentage of the in place dry density to the laboratory maximum dry density 6 m Copa ion ompliance Compaction shall be deemed to comply with the specifications when none of the tests falls below the specified relative compaction 7 Testing Interval. Unless noted otherwise compaction tests shall be performed at random depths and at 200-foot intervals and as directed by the District s Representative Material Replacement Trenching and backfilling material which does not meet the specifications shall be removed and replaced at no additional expense to the District Sheeting, Shoring, and Bracing of Trenches Trenches shall have sheeting shoring and bracing conforming to CAL/OSHA requirements Lateral pressures for design of trench sheeting shoring and bracing snail be based on type of soil exposed in the trench groundwater conditions surcharge loads adjacent to the trench and type of shoring that will be used in the trench 23 Grade Trenches shall be excavated to the lines and grades shown on the drawings with allowance for pipe thickness and for pipe base If the trench is excavated below the required grade the portion of the trench excavated below the grade shall be refilled with refill material at no additional cost to the District The refill material shall be placed over the full width of trench in compacted layers not exceeding 6-inches deep to the required grade with allowance for the pipe base Hard spots that would prevent a uniform thickness of pipe base shall be removed Before laying pipe sections the grade shall be checked with a straightedge and any irregularities corrected The trench bottom shall form a continuous and uniform bearing and support for the pipe at every point Dewaterinq 1 Means and Device. Suitable means and devices shall be provided and maintained to continuously remove and dispose of all water entering the trench excavation during the time the trench is being prepared for the pipe laying during the laying of the pipe and until the backfill at the pipe zone has been completed These provisions shall apply during the noon hour as well as overnight Water shall be disposed of in a manner to prevent damage to adjacent property Trench water shall not be drained through the pipeline under construction Groundwater shall not be allowed to rise around the pipe until jointing compound has firmly set 2 Notification The District shall be notified 48 hours prior to commencement of dewatering 24 Air Test for PVC Gravity Sewers 1 Test Section Each section of sewer between two succes- sive manholes shall be tested by plugging all pipe outlets with suitable test plugs 2 Addition of Air Air shall be slowly added until the internal pressure is raised to 4 0 pounds per square inch gage (psig) The compressor used to add air to the pipe shall have a blowoff valve set at 5 psig to ensure that at no time the internal pressure in the pipe exceeds 5 psig 3 Internal Pressure The internal pressure of 4 psig shall be maintained for at least two minutes to allow the air temperature to stabilize after which the air supply shall { be disconnected and the pressure allowed to decrease to 3 5 psig 4 Minimum Duration for Allowable Pressure Drop The time in minutes that is required for the internal air pressure to drop from 3 5 psig to 3 0 psig shall be measured The results shall not be less than the minimum permissible duration for air test pressure drop shown in Table I TABLE I MINIMUM DURATION FOR AIR TEST PRESSURE DROP Pipe Size Time (Inches) (Minutes) 4 2M 6 4 8 5 10 6M 12 7M 15 9M 5 Retest If the pressure drop from 3 5 psig to 3 0 psig occurs in less time than the above-tabulated or calculated values the pipe shall be overhauled and if necessary replaced and relaid until the joints and pipe shall hold satisfactorily under this test 25 Alhambra Fdry A-1270 frame and cover per Std. 24� J Dwg. N° S-105 P -� - co g ma E Grade rings =� 111 rill l n Eccentric cone f 48 i 6 III 6' C _r C IEI " ns % a .r E 1 4. .chI SECTION A-A SECTION B-B INLETS MUD DUTLEf5�FUR i B NOTES V.C.P. CONK —ma, I Manholes shall be precast concrete as manufactured by Associated Concrete Products, Inc. or approved dal equal A I A 2. Concrete base and stub walls shall be poured in one 1 III \ 1�� i operation to an elevation 2' above top of pipe. Slope slope 3. Concrete shall be Class 5L9-1.-7250 4. Depth of the channel shall equal pipe diameter for all sizes of pipe. ill I5. The floor of manholes shall be steel troweled. � 6 Steps shall be polypropylene w/a 1/2 diameter steel core B meeting ASTM A 82, ASTM C-478, ASTM type II grade 43758, 16 0.0 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 Dng. No. 5-103. 12 ruler p I/21/0,D COSTA MESA SANITARY DISTRICT Approved jj g 1pD°t^j G is a2 ite Standard 48" I. D. Manholr District Engineer-R.C.E. 31120 26 -Drawing N° S - 100 11 - field mortar, 1:3 mix (plastic cement) or sealant It TYPICAL - JOINT DETAIL ^11 311 �. —IU5lDE MAUHDLE�� ' a 4' field mortar, I.3 mix (plastic cement) \fr. ° . .....:......:..:. e manhole base MORTAR SEAL AT MANHOLE BASE REVIry 10-Z3 85 Date GIB 82 COSTA MESA SANITARY DISTRICT Approved fi ved I/p� k Joint Detail District Engineer-R-C.E. 31720 27 Drawing N2 S - 103 STREET SURFACE /— rTF c 6" pvc. sewer laterol `n E min. slope I/4"to I'-0" sSS rn Std 45° bend a 40 Variable size Sewer main ELEVATION E • N 40 u.- N a a. 90* unless noted otherwise on plans Alternate 'Tee' branch 6" I'Vo. sewer 401— Sta. Sta. Std. 45° bend Const. of Std. 'Wye' branch wye only PLAN NOTES lip 1 TEE BRANCH USED ONLY WITH PRIOR APPROVAL FROM DISTRICT ENGINEER !R VI , 1/21/gg COSTA MESA SANITARY DISTRICT JAPProved Beat 18-82 it I • -trict Engineer -R.C.E. 31720 Lateral Connection Type A 28 ving N2 S - 104 -A Concrete collar CLASS 5G0-L 3250 COWCRETE a A C paving Typ. ///f////////////////4 oon•0 \ \ �44D °0000 1 000 • •�_ •\■pp, o 0 0 . . d _ ,pP • o0 00 N � d.' o 0 NOTES I Sewer manhole frame and cover shall be Alhambra Foundry A-1270, or approved equal 2. COVER TO BE STAMPED ' SEWER 3 See Std. Dwg. 5-103 for grade ring joint detail 4. See Std. Dwg. 5-100 for manhole construction detail COSTA MESA SANITARY DISTRICT Approved c. COSTA 19 az District Engineer-R.C.E. 31720 Manhole Cover Detail 29 Drawing Ne S — 105 . Finished surface Alhambra A frame and cover A-- 1 1 240 ar r 1417 14 a 10" 10" e • Ili 6"R C. sewer = E.—E-111 D III n l& • O a a E m 3 Std. 45° bend ilz w °o LLA55 5GI C 3250 CONCRETE `I- 0 r IL __ o Std 'Wye' branch u • II in sewer main plug co a .. A 51_ I 12" min. 20" s•uare _fir_round line CLA55 5GO L 3250 LOUL. "I E � r. . r I Ian I co DETAIL -UNPAVED AREA It g V IcP 1/21/°S COSTA MESA SANITARY DISTRICT JAPProved !Date. G-113 Bz Clean Out District Engineer-R.C.E. 31710 30 Drawing N° S -107 TRENCH WIDTH / c A Backfiil Material And Recaviric BA:KEEL Requirements Fo Work In Canyon x a D. % 1 x Drive And Placen is Avenue Shall Conform To City Of Testa G a zy Mesa Public Ser vice Dena -rnent ° ° Std No 813 � ' i G Et Backfill Mater al And S rface BEDDING B -- °d %' \ ° Replacement In Fa rview Park a Shall Conform To City Of Costa \ Mesa Requirements ' ° ` arks Dept Requirem. t„ SEWER LINE N ° ` N. \ o TRENCH SHEETING OR -,HOR NG o=CLING A — / _ PER TITLE B CALIFORNIA xi a a _ ° ADMINISTRATIVE CODE BARREL OF PIPE /—' - BELL OF PIPE NOTES. 1 Bedaing A and B ;hall be composed of 3/4 crushed rock per Section 200-1.2 of the Stam_.rd Specifications 2 f3dck I s 411 be as required by the City Of Costa Mesa. 3. X shall be cetween 6 and 10 inches and shall include the thickness of any shoring 4 Ail trenching and bedding operations shah be Done in conformance with the latest edition of the ,ardard Specir,cationr for Public Works Construction _ 5 5 ructcral section of pavement shah be eplaced as required by the City of Costa Mesa 5 No additional compens Lon wih be made for trench widths other than as shown above COSTA MESA SANITARY DISTRICT DATE. -21 �9 _____ APPROVED TRENCHING AND BEDDING DISTRICT EN :fps ER R_C.E.E. 31720 NO:DRAWG 31 BACKFILL REQUIREMENTS 1. Backfill material in Canyon Drive and Placentia Avenue shall be slurry C.M.B. or C.A.B. as specified in note 2 of City Std. Dwg. 813 2. Backfill material in Fairview Park shall be native trench material, mechanically compacted, as required by the CMSD Inspector except for the following two locations: A. Sta 22+63 to Sta 22+94, where sewer line crosses a.c. chive, backfill shall be slurry CMB, or CAB B. Sta 25+90 to Sta 29+01, (easterly of Placentia Ave. to project end) backfill shall be slurry CMB, or CAB. 32 WHEELCUT OR SAWCUT -------„Th i -- i --- r _T 0.2' EXISTING REPLACEMENT PAVEMENT PAVEMENT _ A.L. OR P.L.C. NN B' A' ///4\\'/ �I ' 0.65' MINIMUM C.A.B. OR SLURRY FOR LOCAL STREETS. I. 1' B' / �\ B' HARDER 2' 0.50' II 1.00' MINIMUM C.A.B. OR SLURRY FOR HIGHER TRAFFIC -OVER 2' 1.0' \1 __ \� • STREETS. SEE NOTE II MO TABLE HEREON MCKFILL BONE SEE MOTE 12 4 i a�� a 1.0' MINIMUM BEDDING "A" AS PER SUBSECTION 301-1.2.1 OF THE STANDARD PIPE ZONE SPECIFICATIONS. SLURRY, C.A.B. OR AS SPECIFIED. COMPACTED 0_� . ' TO THE SATISFACTION OF THE CITY ENGINEER. OR D' OR 0'Ir. f— BEDDING 'B" CONCRETE AGGREWTE, C.A.B., C.M.B. OR AS 0.1 -f-- I 'SPECIFIED, MAXIMUM GRADATION NO. 2 COMPACTED TO THE 0/10 SATISFACTION OF THE CITY ENGINEER. R \\\ ; D/10 BUT NOT /\\Y/A,\\//,/ / \\\,.0,/// LESS THAN .5' WHICHEVER IS i LESS BUT NOT UNDISTURBED FOUNDATION LESS THAN .35 NOTES: 1. ALL EXCAVATION AND CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND THE WORK AREA TRAFFIC HANDBOOK. (W.A.T.C.H. LATEST EDITION). I 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 NARROW (LESS THAN 2') LONGITUDINAL TRENCHES WHICH ARE LESS THAN ' 20' LONG SHALL BE BACKFILLED WITH CLASS 100-E 100 SAND-CEMENT SLURRY ALL OTHER CONDITIONS SHALL BE y RACKFILLED WITH SLURRY L.M.B. OR C.A.B. OR AS SPECIFIED. 3. BACKFILL AND COMPACTION METHODS SHALL CONFORM TO SUBSECTION 306-1.3 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) EXCEPT THAT 952 MINIMUM RELATIVE COMPACTION SHALL BE REQUIRED WITHIN THE STRUCTURAL SECTION AND 0.5' BELOW, WITH SOS REQUIRED IN THE REMAINDER OF THE BACKFILL ZONE. A. ALL REFERENCES TO SLURRY SHALL MEAN CLASS 100-E-100 SAND-CEMENT SLURRY. 5. ALL A.C. REPLACEMENT REQUIRES A TACK COAT ON EXISTING EDGES AND A SEAL COAT ON THE SURFACE. i 6. ALL WORK SHALL CONFORM TO THE CITY OF COSTA MESA 'GUIDELINES FOR TRENCH EXCAVATION' ATTACHED HERETO. I 7 PRIOR TO PLACING BACKFILL, CALL CITY OF COSTA MESA ENGINEERING DIVISION FOR REDOING INSPECTION. 4 3. THE WHEEL CUT OR SAWCUT OF A.C. SHALL BE A STRAIGHT CLEAN LINE ACCEPTABLE TO THE CITY ENGINEER. I 9. WHERE A.C. EXCEEDS 0.5' IN THICKNESS. ALTERNATE PAVEMENT REPLACEMENT THAN REWIRED HEREIN WILL BE SPECI- FIED BY THE CITY ENGINEER. 1 10. PRIOR TO PERFORMING ANY WORK IN THE PUBLIC RIGHT-OF-WAY A PERMIT MUST BE OBTAINED FROM THE CITY OF I COSTA MESA ENGINEERING DIVISION. 11. ON ALL HIGHWAYS SHOWN ON THE MASTER PLAN OF HIGHWAYS, A +B'+B' SHALL BE OF A WIDTH SUFFICIENT TO ACCOM- MODATE A SELF-PROPELLED STEEL ROLLER. 12. THIS STANDARD SHALL APPLY TO ALL UTILITY CUTS IN THE PUBLIC RIGHT-OF-WAY. 1 r C.A.B. RUSHED AGGREGATE BASE AS PER SUBSECTION 200-2 OF THE STANDARD SPECIFICATIONS C.M.B. RUSHED MISCELLANEOUS BASE ' !VISED 4-16-86 g1AMM'''`�'` CITY OF COSTA MESA TRENCHING DETAIL SCALE NONE CALIFORNIA �J/J STD.DWtNO �j PUBLIC SERVICES DEPARTMENT APPROVE' �L�L - DATE V/3/�(O 813 33 TERN R.C.E. 19369 r r 'Saw all Aq paaoadds Aso;saoq*T 6utlsal stTos s awl; aaa*ptdmoa ;o alvaJJplaaa • yaps AIT, aq3 a nod 11*4* *t l3Tmaad/=o;aua;uoa aq3 palsanbas uauj 'S;;3 aqa3 Aq aq ;sna t*pla;va TTF3X3M Pasodosd aq3 'aallysiad /ao;assauoa aq; Aq gauaa; aq3 ;o 6uTtTT3Xa*q o3 10114 •c uopl*aT;Tsuap 1;331 ;pnpuoa aq3 anoge loo; 0•T 3o mnm u e s pua;xa Items apnpuoa a4a s;loddns gapga tvaaa* ya 6utppag 'Z •;oasaga uoT3Tpa ;sailer "au= 'swam 6uTPTTng Aq pagsyTgnd 0 00gpuss to=auo3 aT33w1,L nay X=oM, 4143 3a suolslnold aq3 yaps aauewao;uoa up ;use -a3vtdspp ;sulv6s paanaas pus pao*td aq IteVs leaastd tilt '346Tuaaao ajar uagw 'd;T3 aq3 Aq PauTmsaaap s* 'paaua; 20 sa;vid tans gips paaanoa aq isne Avwpvoa u; 30o; t'0 u*43 xadaap sagauas; TIr 'Asp gas; a;ps go; 6u; -neat as;;lmaad /10;a*13uoa o; loped sdtwaaTlp 11;43 a; ss033* as*q Tt;w s;uaplsaa TT* 3*q; os saasid tam yaps paaanoa so pa;aedmoa pus pattmasq aq asne sagauaa; AuutT3n mars.* so/pu* apignd aq3 a; aauanuanuoaul ;swat *43 A011* MA ga;qs uoTlana;suoa 30 atnpagas pus usid s teaoadds so; Alta *43 03 ;logos tugs tali mead /aola*a;uoa a43 'laacoad spg; uo xao* 6uTauammoa o; ao;aa a aa22TUUad/=o;aw=3uoa 044 q uop;*nsaxa 10 3uamaauammoa 414; 03 sopad A;T3 eq.; Aq pawa;na= 4141 'Etta meld aim •2aaul5ua tTATa Paaalsc6aa * Aq paasdaad aq Tttgs 3T 'spaepu*;s ma;sds 5upao4s W02; saliva u*Td sT44 ;I •0 K t U0T3aag '9 at°T;aV 's2apa0 A3ameg uQT;an13suo3 *Tuso3TteD ;o als;g *43 ;o sluamaaTn6a2 aV3 gaps Aidmoa ;sow uetd st4S •uoT;aaload 01aa41o4% ag3 410; apes aq o3 *uOTSTAOad 30430 ao 6updots 6upa*aq 16uTioqs ;o u6psap aq; 6upwogs uvtd patpslap * A;T3 4143 03 3pwgns Items aa331maad/so;awa;uoa 543 43dap uT aloe so 3553 amF3 gouts; Au* Guns/max. a20;410 q aana a 'aa3*4116 s T V T4'+ 'Asp at6ups s uT pattwasup aq oa alga adld ;o ;unoms aq3 a;vpowwoaa* al A1*ssa3au eau*3stp 4143 10 ;aa; on aq Itvgs gauaa; uado 30 436uat mnepxww * .wo 4141 pap caads 4141 I pawputig) uoT;ant;suo3 s ao3 a3 qn pus (suoJlwal;laadg X M Ttgnd so; suol3eaT3ioadg patpu*3g aq3 ;0 uoT3Tpa 314a11n3 4143 30 t-90f uOTlaasgng o; wao;uoa tiwV* (sow palatal pus UOplwn1ax0 clausal ItY uopl*nsaxa 4143 To mo;3aq aq3 ;o 4 1ppa 4143 uv43 aa=va16 let 43dap aq3 gajgw cur u0t;vasaxa us ss pauT;ap sp 40ua13 y I /11r.01 'SiC ems M3 =aims sY NOILYAY3x3 HJN3W. UO3 S3NI130Ino YSIN YLSO3 30 A113 S£ S2 Tram Si ';uauened ay} uT stnps;uapuT an zano buissed una; oT33eao ;uanaad o; papeoTa eq ATsmnut;uoo aq ;sums paxzem Os ease an. 'uot;2neo -xa 43 30 s;tmrT TnTUT ago buTXnw ao; „aaX2azq wauaned. a esn o; sesoa{a aa}3turcad/aol0yawoo ail ;I •uuo;?tm pus 346tex}s at Tit e, wawaned peoonaosuooal 3o sabpa Tri 't ; s`► uao;Ttm uT iaa; 0-z uett3 ssei ST ;T IT Panousz aq flats n;nb ago pie 3o aBpa a uaamo -a4 ;uauened bur;stxa TTe ';no os sT ;uatened bur sTxa ;o abpa at; trams (ET8 '0N fuTMe2a pmepuvas AoTo A4 rarpibaz se) q+PPt goua an m{; aapT.a ;ea; 0'1 0; 5'0 sepTS Tie uo wo aq TTats ;uauened 6ur;stxa at (C) krauts ;BPS 0013-00t SS fl tnTM Patin:Peg at Tiara 400an an i a uat; 'A;To 9ta Aq paruazddy an (za;;n6 ou sT war; ;r 4ano ;o abpa x0) sa;;n6 jo aBpe an o; aasota in ;ea; S't sum qo an '.t3 una; peate;go sT renCLICide .xorad ssaTun 'Aeetxzed an uT sT gorses; art 3r gz 3o x° q an 30 ;e; 5.-E u?tt;Tim sou 'weals ago uT Sr gouaao ago IT (aa;;nb ou sT amp 3r gaup 30 abpa ao) aa;;n6 ;o abpa ago ;o we; S t "Timm aq wu fiats gaup an ;o suer/Lao 'sue;nb Pug sgano aeau pasodoad sT buTgouva3 TauTpuoTEwi U34M Azmts 3 -Pues 00T-3-OOt SSeT3 g}pt PeITTI40eq aq rims unT;oasaa;trr tte wTLMA axe so swamp &rr;STxa o; Teuobetp ao asaansues' sae goTgm sagouaag ITV (Z) '%06 3o uopaeduna axpeTaz uauutuTut a 0; PaT3rsu P a4 nags UT; -Nom( &ttu emax at/ ';mad 56 30 uottaedur,o anr;etaa ucuururut 2 0; pamsuap aq uoT as Tynonnaos ap. cue apearaws 30 ;aa; 5 0 aaddn au CO .Ate ruats suor;tpuoa Eur''totto3 at3 ';maned btsr;stxa tgap t sin= uor;eawoxa qat an aaaz •q 'aa;;fused/ao;.oeauoo n a 3o asuadxa aq3 I � ;e pauuo3rad at new sire ITV •;uauened m aseq ;uaueuaad ;o ;uaueaTed 04 aorad AAT3 ag uns; Pates a4 hats TEiza•+au iTT3pe4 ao; s;insez ;sa; 30 twx v •tnt;eaa soap uao;Ttm aansua o; .[;p acs Act peaTnbez se 'aa;;tuaad/ ea;uoo a rLq Pauzopad eq rims IET-1214eut TT?3peq 3o &PeeL •e A;To an A4 panoadde ua{M Peen aq Aef 'sluaueambas A4r3 44TM aotteumo;tm uT paoeid pus (peAoadde ;ou ST burxtut Pu04) Pam ATTJT Im 'AaanTs w-puss 0013-001 SSfl3 'Pasta ;uaudpba ;o adt; ago an au; stror;eoT;raadS Prepuu+S atl 3o Z'£ T-90£ uot;aasgnn uT pat;TOads se sassanCoTts. buTpaama ;ou s43FT uT pameTd at TTegs TTT3oaq pa;aelino ATTearucgoemu ao; terxncW •spzepue;s Aurduna A;rTTon otTgttd ago Aq PeTJToads asTmaatflo se ao a;aa nna paam}utaz uetpl aaq;o sT adTd w ;tnp ' f -trop ago u t tenoad& A3TO =Tad ;tom TS 1TT3X0e4 ttouea} bu?A;T s p mo; ppasn eq ;ou Treys ;tmudTnnba add; Jul-dung. A;r3 ago &( panoadd 'yen= 'saadue3 teolVetPag 30 esn Ac( Octal gt ttdeabea2dgns ;o esea at; uT Viewed 56) Wzond 06 30 t0I;0edur0 anT;enaz uauutuTUt a 0; pat;Tstsap eq 1 Tints pie LTZ nIeQ •0N PaaW ;sat A4 paupumaoap Si I'3's) ;uaT2ninfa pass 2 aneq Ttetts ereTle;2ut burppa; Pus ITT3 eg 'US PzePuSlS 944 uo Pa3E3s Sri '6 'aa;;?uxad/mwez;uoo ago jo asuadxa ago ;e Tesodstp Pue Tenwea o; ;,acgns sT EuT sal a;Ts-uo sire; ;eft; Tetaa;tau Aud •s;uaur atnbaa A;TO 4W' aouesTdum UaO;Ttm aanstra 0; Terza;tut TTTIXoeq pasor;oad Tie uo pa:tao;sad aq Ttegs s;sa; 'A-}to a A4 pazrnbaz uarM r 9£ It r a t Azmts quaue° I I ! amp 3uatH0-Pues 001-3-001 sseTO -per 001-3-901 sse(3 sano saeo '3'3.4 20 '3'y 3003 S£'0 I 3'3'd 10 '3'1 1.003 S£'0 0 ( 20 aseg ases agebazbby Paisnso 3003 00 t I agefea66Y Pais 3003 S9'0 sand '3'3'd 10 '3'K 3003 05'0 I '3'0'd 20 '31[ 3003 S£'0 I (s4Cetc45TH I 3o uetg aagsard esaW els03 30 ATM I agq (x tuwogs sY) sraa trc 45M I&W 014 XHYON0039 'mod 'EOM I SAZTIY CRY SLIMS 7V3DT I :atgeq 6uTmott03 al3 03 urao3u0o hats siestas= 6utOe3snsas wins; 3o sassan(oTgl unurur(u a a II '3ualsned EuTisTra uegq sa n(q 3003 t'0 aq flags P e ('3'3'd 30 'O'N) tspa}eut eosin's gaazgs &rr;stxa aT3 ga3elu 'arcs &rtoepnsas gouasy (p) orooqpueg 103(03 ot33E7S saw %soft, aws. 3o suoostn -old pus slums-Weal 0T33-13 A T3 03 ua07E00 T1ai5 6utPeotssai Kuy 'enoge pemoads se qna aq nags quauaned 6utgstxa aqq gouaaq aiq 3o furoeJans o3 =Tag •Panties 4Ciaserpauut aq tuts stsgap sailo Pile 3uau -9ned ascot TTY *samara Tam?3TPPe agnq?3s000 Wu pue 's3uaussrnbal ot33E13 ;tuuuadhaesquoo ggTm ATdum iia(s 'sanamcq 'asnsoTO ot33esq so &rrPeouaeq gong uopeneoxa &re 03 quaoegpe ATagetpauu t ease L£ AgT0 egg Aq pauTUaanep s3TuttT o3 penouaz zo pagoedunoaz eq Tim wag uoTgoed a site; ; 'n ieTaa3eut Auy •gldaP uT Wag ( •Z pue gg&unT uT ;aa3 ooZ burpeao -xa you sienza;ut ;e paw/pp-ad eq netts sgsa; uotloeduoo anTgatag •q •ea;;ivaed/iope guoa egg ;o esued -xa a q qv alts egg coal panouaz aq nags A3T3 an A4 peuTuaalap se manes aTge3Tn-NQ bupse; gone Uplift paseq waves am; goacaz zo idea= Reut pie aourTTdmaa uao;tin aznsua Oq ae ;TUaad/3ogovaquoa ag; 3o asuadxa agg qe 6uspsa4 ieuoT3tppe azmbez Aeut A TO agy ATM ag4 03 pa13TUgns aq TTY Azoleaxiet 6upse; shoe panozddde A3To e uoa; eoueriduno ;o ale0t3T4zao a pue pa Tugagap aq TTeqa TaTia3Eut Tit3X0aq pesadozd au; ;o alma uorgaedtiino anTgeraz pue ' ('a•s) aouaienmba pies uoT3epez6 egg 'uorgeneoxa gouaz; o; lOTZd •e :motto; se 8-Te Tap-awn' TTT3X0aq 6ur3sa; zo; sauTTepTn6 R;t, agy •5 'esztuo luauened Tag; egg &r Qerd oq zond Agtp ag3 in; ienaxdde uteigo TTR(s eaggT ued/zo3oe1 coo atby ='eoe;zns leans 6utgsT e a n ggrtn =gaga pue gsn ; eq TTpi 3T ;Egg zauuas a gads uT epeut aq nags esznoo ;trauan l ieuT; a t (G) ' •xxan paigTUaed egg 30 Squib agg a g3Tt PT;;ems o; gaez;s agl 6trttrado o; loud AAT, ati; ux x ienosSk tTeego iiegs eaggT aad/mloexguuo agy anaao 30u Ma uopenaia uT sabue w gdzuge pue sazttite; 'situ 'saicq 4044 zattuaut a tOas UT pau?euuteut eq TTY ;tmaaned egg 'esznoa luaus/Ed ieut; an 30 uoT3aiielsut 0; =Tad ;nq 'gouazg eta uT PaTTE3sut uaeq sag (asznno eseq) aaazxno gtegdse gunned zaq;e 0T33EZ3 03 3aaags a uado o; sesodand ealgtuaad/zogaezquoo agq 3I (9) 'gem %peg zadozd Pis `ssaugg6rezgs 'upset zo; paloads -uT aq iieus gummed ;o se6pa agy 6utpiaTAun pue taw 'uaT; aq 'Rags 3T p m 'Aqp suoltan eoepns 'uo twz aia 'uotnoeduno zo; Pa4oadstri/Palsa; eq TTY sagging s?q, A4TO ag3 A4 panozdde eq MMEgs ;tra>taned ;uaoecpe ;o sa6pa pie 'aseq z0 ilTpoeq 'apezbgtts Ng ;o eoe;sns a g giegdsg iueueutzad ;o ;uaceoeid Azezo0dua; ue gua ;tram da 3o ienousz sally •3trauaned OTigod ea nozdde os ei aqg &rpv io; saTuedmao A;TTTgn pt de se zo s&ep 6uppret ua; ;o poizad e uttp.t* Paoerd aiasouoo 3iegdse ;uauewaad pie '30 pasodstp pie panaisz aq new guauaned Azzxiwin. sT4y •saznite; aeggo zo L slnz 'smog 3o aaz; pauteltrpEUI q now IT '3na ;uauaned Rue uT paoeid sT ;Uauaned alazltno 3ieRdse Azelcdua; 3I (5) S£ I' b U T li zl C ik I /saotezaS otignd az 3o30i = j �. .10 ealn + r •suot;EOmoads au; dq pastnber s uat ditn adtasal TTegs anqaelquom ap s}aazgnoo d;10 uo d410 eta d4 cambia uagit uoFlonzqa 8utmp dappmutquathettel streioduaq. appozd os[Q nnacs 3puxad/20. P. 3uoo ate &t3 aqi 30 u0r43e;st -;Qs aqq o3 ibutup;Qdd/6uTAed Taut; 6ute+ono3 Ainewasur5 aa;.twiad pogoas3cno aqq Sc paooldas aq Trim suot;azado aa3;toad/sp$s two oq anp pavesagngo io Pencil= 6utdtags ot33Qa3 wakened dub! L yi ;oasa{p uol pa ;sa;vt "our sraN BuTpitn8 d4 passn4" .X uQH torwoo ot33azL EaIy XsoM. attl. zed paltio;2ad aq TTQqs Ton= ot33Qx4 put sap®tuQS '9 6E 66-0898-3 oN qor 6661 6Z AaenuPj' e eQ 9Z9Z6 eTuaoJTTeD 'esaW egso3 001 9IOOg 'anTaQ /Ted LL goTafsTQ Aae;Tueg esaw e;soo Hod PTuJoJTTPD saw a sop eA JQ uoAueO pue anuany eTquaOeid aaM9S 312Pd maFA-TP,3 09T-00TZTTT oN ;oaCoad IV NOIWYUO'IdX3 S'IIOS 3NI`I UHMaS ,'211,t1..__ 91ZI-IL((Pt 1)•Xbd 1169-ILL(P11)3NOHd 899Z6VINt1OdIlVO'3ONVtIO 133t11SNIVW 'N6EL —. , C$ Q suolloadsul puy Bullsaj IepaleW BuliaaulOuj leluewuoiptu3 puy A6oloap '6uliaaul6u3 nos 596L Pa9s119e1s3 ONI `VN13-030 0, I I 9 buTI Tp[oeg pup butgouea 9 (papaau azagM) uoi;TTomau A4TiTgP4S 4110 Tpot;zap S saznssazd ugzea 9 ubisaQ auTTadid suoT;ppuaunuooag I 6 ;say ;uaTeATnbg plies soT;szza;opzpii0 u;buaz;S b ;oaCozd atiq ;o A;rTtge;znS suoTsnTouoo £ bui;say Azo;ezoge' uoT;pzoidxg Z not;Tpuo0 iron Z uoT 4Tpuo3 paw ;uautuoTTeed pup ;aaz;S i uoT;onz;suo3 pasodozd T adooS 'ON HOlid NOIS,dI2IJSSQ s LNaa1No3 30 S'IGVJ 66-0898-3 ON 1Or °NI KN3S-Oao T7 4 II l 1 1 suot;e;TmTu II JeTdues putt uoT;eoT;TsseTO ITOS I ! SaOIQNaddy 11011 ITe;aQ UOZgeneoXa Azezoduay TeOTdAy „3u APngs VOO TeoigzaA „g„ s;Tnsau 399y gueIeATnba putts „Q„ ubisaQ aznssead TezageZ „O„ aAZno zeags ,t-g„ gbnozgg „T-g„ sbo' buTaog "Vu UeTd ;oid S3yEria Nonaiuosau 66-0898-3 ON UO2 ONI 'K?Iy3-039 zb 1 T I 1 gzodax sTq; 3o adoos aqg puoAaq sT s;ueuTmequoo j ieTquagod zaggo ao suogzeooapAq 3o uoTgoagap ao; buT;sag TeoTmagp $ xsT2 umo ITagg ;e aq TITM seT;zed pITgg Aq sgue;uoo s;T 3o asn saTouabe buTuzanob aq; pue szaeuTb -us goaCozd aqg zauMo/guaTTo ag; zo3 pazedead sT gzodaz sTgg Axessaoau sabuego Aue ggTM Aidmoo o; pasTna. aq TITM ;zodaz sTq; amT; gegg gy paTjT;ou aq prnogs aoT33o sTg; anoge pa;ou asoq; mox; AT;UeOT;TUUTS Axen sza;amezed ;oaCozd TeuT; agg 3I ueid AgTo uo uoT3amzoJuT xad se panssT sT ;zodax STgy peoi oi3;ezg Aue pue Ietza;em irT3xoeq aqg ;o aznssazd uapanq /SAO aqg 'apezb gsTuT; Moraq adTd alp 3o q;dap egg uodn butpuedep ' a i d 006 T o; a i d 006 uaaMgeq abut/ o; pe;oed 1 -xa sT sagouazg euT[ mzo;s am; uo peoi pegzn;stp ATmzo;Tun eta .104 SUP Id A To lad se auT ISMBS P a Tnozd9o-Oaxersue dN esodoxd 3 i g, i P, ; T pasodozd uoT;anxgsuop pasodoxd i spa sT uT ;uaxaq it -uT suoTge;TmTI Bin 3o U0T4eueidx9 ue zo; II xTpueddy o; xa;ag uTezp mxo;s aqg 3o ;xoddns posodoad aqg xo3 ubTsap aqg o; eATgeTea suoT; -epueunuooaa oi3Toads pue egep apTnozd o; pue a;Ts aqg qv suoT;Tp -UOO (Tos buT;stxa aq; auTmza;ap og pezxaog;ne SPM uoT;ebT;sanuI aeauTbua 'TAT° ao sxoAanzns Aq sueid asn Agaadoad egg uoTsuamTp ao,3 aoT33o zno o; pe;;Tmgns seM se pooh se sT 1 Aoeanooe sueid sTgg „y„ e;eid ueid goad pagoe;;e aqg uo uMogs axe a;Ts atm. ;o suoTsuamTp a;emtxozdde pue uoT;eooi teoTsAgd eqy PTUIO;Tie3 esaN a;so0 'ent.Q uoAue3 pue anuany et;uaoeid ;e pa;eoor aq o; uoT;on.;suoo pesodoad aq; ;o a;Ts era 3o uoT; -eaoidx3 silos uoT;epuno3 zno ;o s;insea em s;uesaxd ;aodaz sTgs agg 66-0898-a ON UO2 0NI 'y?IS,3-030 Ey 1 seidues pagzn;srpun buruTe;qo uT pasn zaldutes ;o adAg aug smogs osTe a;tid sTgy a;Eid pagoegge UP uo pagTzosap uza;sAg uoT3EOT;TsseTO ITog paT;Tun aqg 113TM eouepz000e uT paT;Tsst1O art silos auy „L-g„ ubnor ; „I-g„ segeid uo uMOgs art sbuTaoq 'egg ;o sbou uoT;EArasgo puE buTgsag Aro;ezogel zo3 paute;qo aaaM paza;unooua silos pagrn;srp pup pagzngstpun ugoq ;o saidiueg UETOTUgOa; silos inc Aq pabboT aaaM sbuTaoq aug 4o iiy 'Nu egUid 'UEId 40ld Pauofgge egg uo uMOus 1 sae sbuTaoq egg ;o SUOT;eooi a;eUITxozddy suoT;Tpuoo eoe;znsgns aug aUTuuagap o; J3UUrUI t uT pe;onz;suoo aq og sT azngonzgs roCtut 1 9114 82a4M suol;eOOf olbagezgs uT paoeid azaM sbuTaoq auy 90e; -ans punoab burgsrxe egg Moiaq ;aa3 03 3o ggdap a og 'zagauzelp uT SauouT 9 'sburzo(1 L buTITTIP Aq pazordxe SEM eoe;rnsgns auy uoTgezoIUxg 1 uoTgebTgsanuT PlaT3 aug JO esrnoO egg buTznp paaegunooua SEM 1114 paotid-UEw eoE;zns punozb buT;sTxa Moiaq unmgxeUt gaa3 oz ' a T pazoidxe ggdap egg og pagou ;ou SEM zagtM puno20 .,L-H.. gbnozug ui-H„ sageid 'sbuTaoq aug ;o sboi egg 03 23431 'uoTgeoT;Tsseio iron TTegap E 203 sbuTaoq egg ueaM;ag zno -co AEUI adAg ilos uT SUOT;ETIEA ilos ;egg agoX gaa3 OZ 'sbuTaoq egg ;o g;dap eg; o; bUTpua;xe ';lrs Apues pup Aeio Apues 'puss A;irs 'puts AaAEio ;o szaAei ;o pesodiuoo sT Tros a;Ts uo aqy UoT;Tpuo0 ilos uoT3 -tool zo; „l„ a;tid 99S 'state )(zed MaTAZTE3 buT;srxa ut sgeeags pedoienap Aiin; uT art saUTI aeries pasodoad egg ;o g;bueT agy uoT;TpuoO earl ;uaulubT1eeu pug ;aaz;g 1 66-0898-3 ON HOP DM1 'Iona-030 fl £ .l I Obg LT APTO ApuES SZ6 Z/T ST APTO A;Trs OT Z/T IC puss A;TrS ( '3 's-n) (saazbep) uoT;OTaa edny Hog uoTSago3 Teuza;ui ;o aTbuy j en bur sMOTTo; se are san T ;Tnsaz 941 au a;eTd uo ATTeoTgdezb pa-44°1d aze s;Tnsa/ ;se; au aznssazd zejnuezbza;ur paseazour q;rM page-coos -se sq;buaz;s zeags uT aseazour aq; aurmza;ep o; zapzo uT sazns -said TEmzou paseazour ;e pa;sa; osTe a/aM saidmes antes egg mo/; suamroads TEUOT;Tppq n;Ts-uT s1erza;em egg ;o esoq; o; iejrmrs saznssazd bUTUTJUoO ;e pa;sa; a/aM ITos ;o seidmes pa;OajaS a;nurm zed segour 90 0 AIe;emrxozd 1 -de ;o urea;s ;o a ge/ ;ue;suoo a ;e paznseam sr ssaz;s bur -/sags mu ssa/;s TeUUOU eg; uT abUego pa;eroosse uE buronpozd ;nog;rM amnion uT abuego o; aldmes egg matte 0; se lions sT pear 'buTieags pue Teuuou egg buTATdde ;o poq;am ally ;sag zeags auejd eiburs paTToz;uoo-urea;s a o; pa;oaCgns uegg sT eidmes aqy sans -said OT;e;sozpAg SS90X9 Aue a;edrssrp 0; asdPTa o; SuT; ;uaror; 1 -;ns moire o; Uaq; pue peot TEmzou egg Aidde o; 'sn;e.edde ;seg 1 ag; o;ur aTdmes egg epnz;xe o; aidmes egg a;sin;es 0; sT s;seg eseg; buTuuo;zad ;o poq;am aqy sTros egg ;o seT4Toedea bur;zod -dns pus sq;bua/;s egg euTULla;ep o; zapzo UT sTTos egg ;o saidmes pagan;srpun 'pegoeies uo pamzo;zad exam s;sa; /sags ;Oazrj ;o A;Tlenb pue azn eu a TUOT32Um egg 1 P g; 3o szo;eorpur se Tnjesn sr uor;euuo;ur a/n;srom pier; pue A;TSUaU „L-g„ gbno/g; uT-E„ se;etd 'sbUTZOg ;o sboa egg uo UMOgs sae s;seg eseq; ;o s;Tnsea egy sajdmes paq/n;sTpun egg uo s;sa; burmzo;zad Aq peurmaegep a/aM peas; J -unoDUa sTros egg ;o sat;rsuap Azp pue 4U94U00 a/n;sTom piaT; au bur;say nzo;ezogerj I 66-0898-3 ON gOf ONI 'Vexya—oao l 1 s7 V asegd uoTgonzgsuoo aqg bupznp jros burgoedutoo Sias se asn zo; slerza;eut poob argrssod agendas oq peJrnbez eq TTTM buT;sag Azogezoger pug uoT;en[ena pleT; peppy abedaas za;eM utoz; uoT;ezbrut dogs og orage;oab ;o asn Aq pe;ezedes eq o; aneg Aeut auT; egg gegg agoN PIeT; et14 uT TeoT;oezd ;T slerzageut but;oeduoo ;Ias se pasn pue pa;ezedes eq Aeu nos Apues agy fiuT;;eC zo; algegrns you sr nos egg ;o sow „g„ a;eTd uo uMogs se 38 0; 0 ;o senren gualp -Aruba pups aneg 'epezb MoTeq ;aa; ST pue 8 uaabgaq 'ITos agy ;say ;ualenrnbg pues uoTgonz;suoo pasodozd egg gzoddns o; a;enbape saegautezpd ggbuaz;s ssassod slros buTzeeq peol agy soTgsrza;ogzeg3 g;bueags 1 sarauebp buruzanob egg. Aq Ienozdde oq goaCgns sr gzodez sTgy (O O S n i'66T asn aseald Aaesseoeu pauaep qou sr ;ueuta;eqs OTMSTOS e JO uoTgebrgsanul orboioeo y agenbepe eq IITM gzodea uorgebrgsanuI sITos uoT;epunod sTgq 'qoT zernorgzed srg; 20d (a oqa SeTod oTz;oare 'sIIeM se Bons 'sazngonz;s burpunozzns egg ;o AgTrTgegs agq ;oe;;e ;on ITT" ;oeCozd srg; Jo uorgonzgsuoo agy (y oq pazagpe eq pings uorgoes ubrsep agg uT uanrb eraegrzo agg 'auTI pasodozd egg buTUbTSap uI UOflP TpgsuT euTT zaMes dlaueu 'asn pepue;ur sqt zo; a qe;rns Sc auTradTd pasodozd agy ;oeLozd agg ;o AgTTTge;Tns SNOIS IJNOD 66-0898-d ON nor ONI 'VMJ2-OSD II 94 5 goragsTQ ASP;TUPS 'Psajnj e;so0 ;o ALTO aqy Aq paaedaad sgoeaquoo goeCoad egg uT pauTTgno asogq pup squameaTnbaa VHSO TP0 gqTM aouepaoo -OP UT OSTP pue „O„ agPTd aas A H TT qP PTT sgno xoeq egg ao paaogs aq ;sum sagouaaq aadaap aqy SUOTgernoTPO ao; i3„ agpTd aas 'gee; 9 ;o anIPA Teo-pi-so egg _Tog ;ea; g ;o gqdap mnu[Txeui P 04 spiv-4s eq HIM sgno TeOTgaaA 'eanpeooad eoigoead A;e;es gqTM b/Tdaax uT puP uoTSUagoo ITos 'uoTgoTa; ;o eTbue au; uo paseg A.Tflgs4S qn0 IeoT;1eA speoT ebaegoans Ire ao; pagsnCpe eq gsnm aanssaad 8AT4oy (Aq.Tsuep pTnr; quareATnbe) s o d a ;o J. 0 d 6E se uaxe; eq RPM aanssaad TTos reaager 8ATgoe aqy (Agrsuep pTnT; quareATnbe) ' Q a a Jo ; o d o6Z eq oq uexeq. eq APm ITos egg ;o eoueq -sTsea BATssed aqy epeabgns egg pue quamaAPd egaa0uoo ao gregd -SP egg uaemgaq uoTgoTa; egg Aq pagsrsea eq TTIM speoT 'usage,' saanssaad ggnPg ATUo peoT eATT pug peor peep gqTM peureggo ;egg uegq SS&T qou ST ezTs quegrnsea egg buTpTAoad 'sa0ao; oTmsTas ao pUTM Aq pesneo speoT buT;sTsaa uaIM Eli paseaaouT eq AEU senTeA buTaeaq anoge au, 3 s d oog 'Z ;o mn"Txem a oq gqdap ae ggpTM ;o goo; pappP gopa zo; opZ paseaaouT act APm Agtoedeo buTaeaq anoge aqy apeab buTgsrxe Moieq gee; 8 uegq aadaap suet; -PAPOxa ao; gqdap goo; led ; s d oTT Aq paseaaouT eq APm enreA sTgy apeab gsTuT; queoeCpe gsemoT agq MoTaq qaa; 8 ;o gqdap e qv pezTTrgn eq Atm ; s d 0051T ;o enIPA buTaeaq ubrsap aseq V ubTseQ eurraciTd sNOIIVaNawwooau 66-0898-3 ON H02 ONI 'KNys-Oao L3 9 dgTsuap dap mnmTxpm s;T ;o %06 oq pagoeduroo IITnxoeq zo; pasn aq dem TeTaagam paq.eneoxe eqj -glaz sgT ;o dgTSUap drp anTg %06 og pagoedmoo pue guaguo0 azngsToN mntTgdo anoge %Z ge saadel gouT 8 og g uT peoeid aq pinogs ITos IIT;xoeq liv eTuzo;TlaO 'esaN egso0 ;o dgTO atg dq gas uoTgeoT;Toads qoC zed se ao o£ gseal ge ;o wan. -ATnba puss a snag pinogs IeTzageuz burpegs alp pue burppaq ags 1113 se esn zagel zo; peiTdxoogs aq pinogs ggdap pauueld uregge og pa;eneo -xa ITos agy egTs agg moz; peAomea eq pinogs sTagep glegdse eta buTIlr;xoag pup buTgouezw aATg. -eguesazdar sTg ao zaauTbue ITos agg Aq paxoego eq gsnm smagsds gooz aazg pue sadTd se tons suzaq.T epeab Moleq eqa. Jo uoT;Tlomap aqa uo paTanq buTaq JO uo buTuTeuzaz moz; sTrgep guanazd og se os penzasgo eq uoTlTlomap eqq gegg pepuammoosa sT gi moleq pagou zeuuem aqq. uT pagonp -uoo eq pinogs goTgr buTpezb burznp ebprzq you IIT& guamdTnbe uoTgoedmoo gegg os edegs HAD a uT ;no eq pinogs saTlTneo 1W {, eoeld uT pegsnzo ao a;Ts agg moz; pazealo pue pagpneoxe eq Ilegs pasn eq og pauueld you pue puno; edTd Auy seaae esagg uT sgsTxa ;T 'panomea eq og pauueld are ao paau gegg 'sedTd dug urpgge og gaze euTT JeMes atm. uT 'glegdse buTgsTxe am; ;o Ianomaz pug buTggno Nips agg burznp uaxeg eq pinogs agou leToeds (papaau azatM) uoTgTlomaQ 66-0898-3 ON UO2 ONI 'vxaa-oao 87 paooaz 3o sque3Tnsuoo sTg pue quaTTo aqq oq 43Tgs TIM A4TITgerT ITe pue burnTaM uT par3T4ou aq gsnm ouI 'ex48-oa9 zn000 sque4Tnsuoo aqq uT 'abuego e 32 gaodaz srgq 3o suoTq -epuaumrooaz aqq burquameTdmr r03 burgsaq parrnbaz agq pue suoT; -eiedo buTperb ITe anaesgo oq pauTegaz eq pTnogs ONI 'v-Lyg-089 nom TEOTugoagoeb due Taoueo ao a[npegos oq pepTAord eq pTnogs aoTgou sanoq gv 3o umurruTm a 90TAJeS raggaq eprnoad oq sn ro3 aapro uT buTpezb gbnoz jo eurTq aqq qe una eq TTTM (T-8t 3 8 n) gsay xepui uorsuedx8 douebe buTnozdde agq ACE paaTnbea 3I seTouabe buTAOrdde aqq Aq pearnbea ao quBTTD egg Aq pe senbea Jr burperb aqq ;o uoTs -nTouoo aqq qe paurmaagap eq TTrm 4ue4uoo e;egdins e gnTos aageg LSSt-O W y S K pzepuegg uoT4oedmo3 d;Tsuep dap eAT4etaa slT 30 %S6 oq pe;oedmoo 'aseq e4ebeabbe peAoadde dgro 10 suorgeoTJToadS ETuzo3TTEO II sseTO aad eq pTnogs xooaeseq agy quaTeArnbe ao 0008 UI ao oo0V HV eq pTnogs pasn gTegdsp aqy prepuegs uoTgoedmoo aqq jo %06 4seeT qE oq pagoedmoo pue peoetd eq pTnogs Tros aseq egg 'pare gaaags aqq uI adrd jo uorgeTTegsur buTrnp pepuemurooaa sT buTgsaq peppy parapTsuoo eq pTnogs TanaT adTd qe burpuod ae4eb ao3 TeTquagod aqy segouarq pesodoad aqq 3o ggbuaT earqua egg zo3 peboTie qou sT burner zagouarq P ao eogxoeq SE Bons quamdTnbe u0T4eAPO -xe prepuegs bursn pegsTTdur000e ATTsee eq ueo suorgeneoxa gouary quarudrnbe ageradozdde aeggo ao aaxoeM pupg 'aauuaeg oapAq bursn pagoedmoo eq oq TTT3x0eq agy ggbreq Te0T4aan uT 4aa3 Z 3o urnurrxem a qe pe;saq eq pi-nags peITT3xoeq sagoueaq d;TITgn TTf7 (p,quoo) buTgouaay 66-0898-a ON H02 ONI 'Ft?Iy8-089 6h 8 5q/VV/3S2 (66-0£-9 saardxg) 808170 oN VRH quaptsaad TTV peutgy NN:*1 (TO-I£-ZT salTdxg) L6T as zaauTbua Tpotugoa;oao ,' ^jr`C O a d Nego S panpr ti.44,f czy---cmere -f I,- ker-3,- 4-571j .s 0� o , ,ti s3Or Jt1I 'V AJS-oae 'pa;;tugns ATTn;;oadsau apeut aq /cum suotgeOT;Tpout aadoad ;eg; os paT;T;ou aq ;snot aoT;;o stq; ;aodaa sTgq ;o sbutpuT; atm. oq Aaeaquoo aq oq aeaddp ;pg; poraad uotgonagsuoo ag; ao/pup sarouabp buruaanob ag; Aq Tpnozddp ubTsap ag; buTanp paaa;unooua axe suoT;Tpuoo ;I (p,;uoo) buTgouaay 66-0898-3 ON qor 3NI K)n is-oas ,f, 0 Ci 1 tn N ;.----- 011 ,, , e q \� rwDo 7Th. N 1 1 / f --",:k;,„....4/41. n MD Z .GOm 4 C ./ •, h •N x / z O O ` .` yT 5 P 13 c iii i t IL:: c 1.01 in O I1 r a 1 I Q^i. p CO fr 4.(2) i+•ie�. • 5"� N d (--)...i3 T Y919 O1 i 10 UO 4r 0 .o= n • 0 A •. CO \," C ^�` amT O a1 N7 \ na 6.4^V A w m< 92 W t.O� c 4 " ` \� F. .sh " ^.. 0 0-4 0 m t\ V / j' Q m N • \\ m °-9 a o og\ r OD 1 2. A\ • m —{ OD 1^..4,4!..V) (-0 �j it >INV18 .1331 Al1VNOI1N31NI 30Vd SIH1 IS IC = T aiPOS TpaznaaA aaTempunoag - 0 Aaanoaaa oN O aidmes pagan3sipun 3o ggdaj ■ aldmes Bug 3o q}daQ 0 i buTioq 3o pug : ,ST M ti V b . N \. 11 asuap '4sTOm mnTpam 'Tanpab •• ;10T 0 i gTTM pups aui3 AO-TIP upy WS • c •a • I asuap ';stom mfTpam , :; 0 „{ TaAPab q}t pups asapoo :• ._ r 8 LOT 0 £ A4TTs ATggbris umOaq�q-gbiZ WS :.e asuap stow —'''' mnipam 'pups asapoo 04 mnipam dadpio dT;gbTTs umoaq abueio OS � ' ' ; f7•' : , S ' 4 £ L6 I S . asuap ';siom mnzpam pups mnipam 04 aUT3 kLTTs UMOag NS bu _ TApd ;Tpgdse {9 + OFI - 0 ATTSUaQ aangsiow uoi;eo-gTssp13 A.To quaoiaa auo buTaog i ,0T-g aswia 66-0898-3 OR HOP ONI 'v i.ta-oa9 1 ZS , 6 = T °TpoS Te31;Ian .za;etpunoao Aaanooaa oN jJ aidmes pagangsipun go ugdaa aidmes Bug go migdaa • 6 Z buTaoq ;o pug OZ • t7 Z ST 0 POT £ 9 a asuap 'gszom • OT z mfTpam 0 „? Tannb ggTM pups S £0T £ 6 asapoo d;TTs dT;ub-rTs umoaq ggbTZ NS IS asuap gs-cow mnTpam 'pups 8 66 L OT m TPam o; aui; Aaan umozg NS m3T; ' STom yr . g mfTpam 'Lego Apues muTpaN umozg zo buTKed ;Tegdse L + DV •0 A3TSUaU aingsToN i II01-4p0T;TssPID Aar' quaoaad omy buTaog Z-g ajiwa 66-0898-d ON nor 9NI 'V i a-039 ES 1 I £ = ..T aT2os Teozg3an 1 sagPMpunoJg a I Aaanooaa oN p I aTdmes pagingszpun 3o ggdaj El aTdmes bpq ;o ggdaq 1 4 Z 6 butioq ;o pup , ST I ' , OT Z TOT 9 6 I ; • • : asuap gszom mnipam 'puns aszeoo og auT; d.TTs uzoaq ggbzq Ng Al asuap 'gsTOm muTpam 'pups t unipam og put; AaAPTo uMoiq ggbt? Dg ,S T 80T 0 6 .011 I 1 I miT3 'gszom mtTpam dpTo Apups auz3 uMOIg 'ID ,0 Agisu aQ aingsioN uoigpoz3isspn AiQ ;monied °only butzog I I u£-Hu 3S'd*Id 66-0898-a OM Hor 1 ONI 'vna-039 , £ = „T OTeDg TEOTgzap { .zagPMpunoio Aiaeooai ON ❑ aidmes pagnngsTpun ;o ggdog • aTdmes bug ;o tndau • 9 £T burzoq Jo pu3 • , ST asuap ATqub-Ts '3srom mnrpaw 'pups err; A;Trs Lien trey WS 1 MITI ';srom - , OT A.ian o} mnTpam '41-Ts AadeTO Apro 'iw T 1711 £ ST S' 9 86 8 £T - mzr; / ;srom mnrpam AeTo A;Trs umoaq up ',0 AgTsuao aingsTow uorgeOT;TSSETD Aga guaDJaa .Jn03 burzog 17-H aax'Ia 66-0898-3 ON UO2 �xz ''axsa-oao SS £ = I aTEOg TEOThIDA iagEMpunoi0 - Axaeoaai ON aTdmes pagingsipun ;o qq dag N aidmes beg ;o tridau • } 9 6 buizoq ;o pug , ST imam } L LT 'gsTom umTpam 'rT-rs LeAPTo dezg aW , OT 'gsTom mntpam '4TTS iaAPTO uMOJg TN v` 6 61 - 4 33-ms , S 6 801 0 8 - maw /'-4sTom um-pam AETo d;TTs uMOIq ZJ A;tsuaa a=ngstow uoi3PaTJTssei0 -'� LIG quaoiad aAZ3 buzzog • S-u area 66-0898-3 ON SOP ONI 'v))LLa-Oao 95 IV = T aTeos Te0i419A xagenpunoas AzaAOoax ON aidmes pagangstpun ;o ggdaa • { aidmes beq ;o ggdac • ' S buTioq ;o pus , OZ t;£;,.: �. , . r. L ST IST l asuap 'gsiom umTpam Ks; PUPS mnTpam og aui; A;TTs TIPS, NS mrT; gszom umTpam 'gTTS - 10T Apues BUT AaAnTo uMozq ggbTf I STi 0 ZT m2T; 'gsTom '- if mnipam ;TTs Apues uMozq gubTr UN wit; 'gszom mnzpam 'gTTS AaAeTo uMozq -40-Z r IS L OTT 0 9T wiz; / 'gsTOm umipam 'AeT° A;TTS uMOIH up 10 R- Agtsual a=ngsTo4 uoigeor;zsspID Aia quaaiaa xis butzog u9-g aavTia 66-0898-3 ON HOP ONI ' a-oa9 GEO-ETRA, INC JOB NO F-8680-99 PLATE B-7 a Boring Seven Percent Dry Classification Moisture Density 0' / CL Brown silty clay medium moist, firm 1 - 16 5 110 0 ( 5 ' CL Light brown fine sandy clay, medium moist, dense 1 SM Tan silty fine sand, medium " :. �' moist, dense '= 4•' ML Tan fine sandy silt, medium 1 10 ' - < moist firm 16 3 SM Tan silty fine sand medium :y ;r moist, dense 1 15 ' , et . :,:1 End of boring 7 3 I. O Depth of bag sample [ ■ Depth of undisturbed sample 1 ❑ No recovery Groundwater Vertical. Scale 1" = 3 ' 57 GEO-ETKA, Inc Job Number F-8680-99 PLATE C" s DIRECT SHEAR TEST 2000 1900 - 1800 1700 _ 1600 O Boring 1 @ 7 ' 0 0 Waa �5O0 Q Boring 4 @ 3 ' 1400 /1 Boring 7 @ 4 ' O 1300 (�_/) w 1200 a 0 0 lloo. 3 0 R1000 �� 1 S j IP- ,1/ 7° 900 • 800 ( % 700 600 . p 0 500 "x' • 400 xN 300 200 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H N CM -7 h b n CO O\ 0 H N C1 -7 h b n CO H H H H H H H H H SURCHARGE PRESSURE POUNDS PER SQUARE FOOT 58 GEO—ETKA INC JOB NO F-8680-99 PLATE "D LATERAL PRESSURE DESIGN Ground Surface 1 n N 02 H I - n 0.6 H 1 1 0.2 H Ezcavafion 59 GEO-ETKA INC Job No F-8680-99 ( ( SAND EQUIVALENT TEST Sample Depth Boring No. in feet S.E. 1 8 25 2 14 82 3 12 39 4 9 0 5 11 3 6 15 40 7 10 10 ( _ PLATE "E" 60 GEO-ETKA, INC Job No F-8680-99 ( VERTICAL CUT STUDY It FORMULA He = 4c' Ng where He = height of unsupported cut c' = c , c is cohesion in psf 1 25 = in situ density, pcf Soil Properties $5 5 angle of internal friction, in degrees C = 425 psf = 100 pcf Calculations )1' = 15 5 = 12 4 1 5 1 25 1 (Ng)4' = Tan (45 + J) = 1 24 2 c' = 425 = 340 psf 1 25 He = 4 340 x 1 24 = 16 using FS = 2 5 100 Say He = 6 ft = 6 4 OSHA 5 ' governs PLATE F 61 GEO,—ETRA, INC,, JOB. NO F-8.680-99 I PLATE, "Gn LEVEL // .\ I VARIES I� I 5- MAX I BOTTOM OF EXCAVATION I TYPICAL TEMPORARY EXCAVATION DETAIL C 62 1 SOIL CLASSIFICATION CHART GEO-ETKA, INC JOB NO F-8680-99 dvH LETTER TYPICAL —`�- P MAJOR DIVISIONS 7 R?-1I T GRAVEL d 4- WELL GRADED OLEAN .Sa Al. OW c • AND R �u L.COAnS? GRAVELLY GRAVELS i. ..� ' POORLY GRADED GRAINED SOILS , • ‘ ' GP GRAVELS 1 SOILS LE GRAVELS SS THAN GRAVELS �I 50%, PASS W : GM t-4 FINES SILTY GRAVELS •/.1•' GC CLAYEY GRA .LS THAN 50% SAND CLEAN ' SW WELL GRADED SAND r AND CLE NO LARGER SANDY POORLY GRADED SP THAN SOILS it 200 MORE THAN SAND S �b I /01. SITVz 50% PASS WITH SFd SILTY SANDS 4 FINES • sc GILTS L L f"' ML INORGANIC'SILTS pruro. AND LESS THAN I GRAIN n ^T YS 50 CL SOIIr p INORGANIC CLAYS mpg OL ORGANIC SILTS .Tnnr 5 ITS T 11//111111 INORGANIC SILL, THAN 04 F T, Iii ( PASSING ID L ( P 200 GREATER SIEVE CLAYS THE 50 / CH INORGANIC CLAYS __________—' OH O ZG_ n I.0 CLAYS 'TIGHI.Y ORGANIC SOILS .:.... PT P! "^ "Wan SOIL SAMPLED FOR UNDISTURBED SAfPLTNG OUpT CONNECTING BRASS TTIBTNG ^ ` ING SLEL'V^ „TITTINo II A \ \ were iionariii_ iii 2 625 INCIta T �� 1700''' I �►� � � . \ 1 ,__ ________ -- //. NN. ∎ r - -- \i � �� ; � ��1 sit VALVE GEO-ETICA, INC I( 63 Appendix I GEO-ETKA INC JOB NO F-8680-99 LIMITATIONS 1 This Geotechnical Report is based upon data obtained by sur- face reconnaissance, limited soil test borings laboratory test results, and preliminary engineering analysis No inference should be drawn from the language of the report that the scope of the investigation was any wider It must be understood that al- though the observed and reported conditions are considered repre- sentative, local variations of geologic and/or soil conditions may exist for which this firm cannot assume responsibility This report was prepared upon your request for our services, and in accordance with accepted standards of professional practice The limitations of this report are also governed by the contract amount agreed to be paid by the client 2 This report is issued with the understanding that it is the responsibility of the owner or of his representatives to ensure { that the information and recommendations contained herein are } called to the attention of the developer, his architect, and en- gineers for this property so that necessary steps are taken to implement the recommendations of this report Failure to do so relieves GEO-ETKA INC of all responsibility 3 The findings of this report are valid as of the present date However changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or to the works of man on this or adjacent properties In addition, changes in applicable or appropriate standards oc- cur, whether they result from legislation or the broadening of knowledge or present applicable UBC Code requirements Accord- ingly the findings of this report may be invalidated wholly or partially, by changes outside of our control Therefore, this report is subject to review and should not be relied upon after a period of one (1) year Note that some local jurisdiction have less time for the reports validity and reports are required to be if updated at the expiration of such predetermined limits [ 4 Unless the recommendations of this report are completely in- corporated into the design, and all phases of geotechnical ac- tivity are checked tested and reported by this office, GEO-ETKA INC will not be held liable by others APPENDIX II 64 AGREEMENT THIS AGREEMENT is made and entered into by and between the COSTA MESA SANITARY DISTRICT , a district formed pursuant to the Sanitary District Act of 1923 (hereinafter referred to as "DISTRICT"), and (hereinafter referred to as "CONTRACTOR"). RECITALS WHEREAS, DISTRICT has taken appropriate proceedings to authorize construction of the public work and improvements herein provided and execution of this contract; and WHEREAS, on after notice duly given, DISTRICT awarded the contract for the construction of improvements hereinafter described to CONTRACTOR, which CONTRACTOR said DISTRICT found to be the lowest responsible bidder for construction of said improvements. The Parties hereto agree as follows: 1 Scope of the Work CONTRACTOR shall perform the work described briefly as follows: The aforesaid improvements are further described in the 'Contract Documents' hereinafter referred to. 2. Contract Documents The complete contract consists of the following documents: 65 This AGREEMENT Notice Inviting Sealed Proposals, the Accepted Bid, the complete plans, profiles, detailed drawings and specifications, (which include the Standard Specifications for Public Works Construction as modified by these Contract Documents), Faithful Performance Bond, Labor and Material Bond, Insurance Documents, and all addenda setting forth any modifications or interpretations of said documents. The terms of this AGREEMENT shall prevail over all written specifications except as provided for in any Addendum attached hereto. All of the above named documents are intended to complement one another so that any work called for in one, and not mentioned in the other, or vice versa, is to be executed the same as if mentioned in all said documents. The documents comprising the complete contract will hereinafter be referred to as the 'Contract Documents' 3 Schedule All work shall be performed in accordance with the schedule approved by DISTRICT's Engineer and under his direction. 4 Equipment Performance of Work CONTRACTOR shall furnish all tools, equipment, apparatus, facilities, labor and materials necessary to perform and complete in a good and workmanlike manner the work of general construction as called for and in the manner designated in, and in strict conformity with, the plans and specifications for said work which said specifications are entitled. The equipment, apparatus, facilities, labor and material shall be furnished and said work performed and completed as required in said plans and specifications to the satisfaction of, and subject to the acceptance of, the DISTRICT's Engineer or his designated assistant. 5 Contract Price The contract price shall be ($ ) with adjustments up or down in accordance with bid unit prices as finally calculated by DISTRICT and CONTRACTOR. 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 2 66 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. 6. Time of Performance The time fixed for the commencement of such work is within days after receiving notice to proceed and to complete said work within working days from the first day of contract. 7 Time of the Essence Time is of the essence in this contract. 8. Extension of Time If such work is not completed within such lime, the DISTRICT Board or its designee shall have the right to increase the number of working days in the amount it may determine will best serve the interests of DISTRICT and, if it desires to increase said number of working days, is shall have the further right to charge to CONTRACTOR and deduct from the final payment for the work the actual cost of engineering, construction review and other overhead expenses which are directly chargeable to CONTRACTOR and which accrue during the period of such extension, except that the cost of the final service and preparation of the final estimates shall not be included in such charges; provided, however that no extension of time for the completion of such work shall ever be allowed unless, at least twenty (20) days prior to the time herein fixed for the completion thereof, or the time fixed by the DISTRICT Board or its designee for such completion as extended, CONTRACTOR shall have filed application for extension thereof, in writing with the DISTRICT Manager/Engineer addressed to the DISTRICT Board and its designee. Said application shall be made pursuant to the requirements of Sections 20104 through 20104 8, Public Contracts Code. In this connection, it is understood that the DISTRICT Manager/Engineer shall not transmit any such request to the DISTRICT Board if not filed within the time herein prescribed. 3 67 9 Liquidated Damages In the event CONTRACTOR, for any reason, shall have failed to perform the work herein specified within the time herein required and to the satisfaction of DISTRICT Engineer DISTRICT may in lieu of any other of its rights authorized in this AGREEMENT deduct from payments or credits due CONTRACTOR after such breach a sum equal to Dollars as Iiquidated damages for each day beyond the date herein provided for the completion of such work. This sum is established pursuant to Section 53069 85 of the Government Code and is deemed by the parties hereto to be a reasonable amount. 10. Performance of Sureties In the event of any termination as herein above provided, the DISTRICT shall immediately give written notice thereof to CONTRACTOR and CONTRACTOR s sureties, and the sureties shall have the right to take over and perform the AGREEMENT provided, however, that if the sureties, within five (5) days after giving them said notice of termination, do not give DISTRICT written notice of their intention to take over the performance of the AGREEMENT and do not commence performance thereof within five (5) days after notice to the DISTRICT of such election, DISTRICT may take over the work and prosecute the same to completion, by contract or by any other method it may deem advisable, for the account, and at the expense of CONTRACTOR and the sureties shall be liable to DISTRICT for any excess cost or damages occasioned DISTRICT thereby• and in such event, DISTRICT may without liability for so doing, take possession of, and utilize in completing the work, such materials, appliances, plant and other property belonging to CONTRACTOR as may be on the site of the work and necessary therefor 11 Disputes Pertaining to Payment for Work Should any dispute arise respecting the true value of the work done, of any work omitted, of any extra work which CONTRACTOR may be required to do, or respecting the size of any payment to CONTRACTOR during the performance of this Contract, such dispute shall be decided pursuant to Section 20104 through 20104 8, Public Contracts Code, as the same is now 4 68 in force and as the same may be amended from time to time, provided that the dollar amount of the dispute is within the statutory limits set forth therein. 12. Permits Compliance With Law CONTRACTOR shall, at CONTRACTOR's expense, obtain all necessary permits and licenses for the construction of each improvement, give all necessary notices and pay all fees and taxes required by law 13 Superintendence by CONTRACTOR CONTRACTOR shall give personal superintendence to the work on said improvement or have a competent foreman or superintendent satisfactory to the DISTRICT Engineer on the work at all times during progress with authority to act for him. 14 Observance by DISTRICT CONTRACTOR shall at all times maintain proper facilities and provide safe access for observation by DISTRICT to all parts of the work and to the shops wherein the work is in preparation. 15 Extra and/or Additional Work or Changes Should DISTRICT at any time during the progress of said work request any alteration, deviations, additions, or omissions from said specifications or plans or other contract documents, it shall be at liberty to do so, and the same shall in no way affect or make void the Contract, but will be added to, or deducted from the amount of said contract price, as the case may be, as provided in paragraph 37 16. Observation and Testing Materials CONTRACTOR shall notify DISTRICT a sufficient time in advance of the manufacture or production of materials to be supplied by CONTRACTOR under this Contract in order that DISTRICT may arrange for mill or factory observation and testing of same. Any materials shipped by CONTRACTOR from factory prior to having satisfactorily 5 69 passed such testing and observation by DISTRICT's representative shall not be used on said improvement unless CONTRACTOR is previously notified by DISTRICT that such testing and observation will not be required. CONTRACTOR shall also furnish DISTRICT in triplicate, certified copies of all required factory and mill test reports. 17 Permits and Care of the Work CONTRACTOR has examined the site of the work and is familiar with its topography and condition, location of property lines, easements, building lines and other physical factors and limitations affecting the performance of this AGREEMENT CONTRACTOR, at CONTRACTOR's expense, shall obtain any permission necessary for any operations conducted off the property owned or controlled by DISTRICT CONTRACTOR shall be responsible for the proper care and protection of all materials delivered and the work performed until completion and final observation and acceptance. 18. Other Contracts DISTRICT may award other contracts for additional work and CONTRACTOR shall fully cooperate with such other contractors and carefully fit CONTRACTOR's own work to that provided under other contracts as may be directed by DISTRICT Manager/Engineer CONTRACTOR shall not commit or permit any act which will interfere with the performance of work by any other contractor 19 Payments to Contractor (A) On or before the 25th day of each and every month during the performance of the work, CONTRACTOR shall submit to DISTRICT Manager/Engineer an itemized statement of quantities with unit prices of materials incorporated into the improvement during the preceding month and the portion of the contract sum applicable thereto. On approval in writing of said statement by DISTRICT Manager/Engineer it shall be submitted to the DISTRICT Finance Department and then to the DISTRICT Board. It is understood and agreed between the 6 70 parties that lead time for processing invoices for inclusion on the warrant list of the DISTRICT has been established by the DISTRICT Finance Office and that invoices for payment will be processed and paid in accordance with any established rules and regulations of said DISTRICT Finance Officer Payment shall be ninety-five percent (95%) of the amount invoiced, the remaining five percent (5%) to be subject to the provisions in Paragraph (B). The payment as provided for herein [except for the retention provided for in Paragraph (B)] shall be made the day following its approval by the DISTRICT Board at its next regular meeting following the submittal of the invoice to the Board by the DISTRICT Manager/Engineer (B) DISTRICT reserves the right to retain five percent (5%) of the contract price for a period of thirty-five (35) days after the filing of the notice of completion of the contract. CONTRACTOR shall have the following options pursuant to Section 22300, Public Contracts Code: (i) To substitute securities for any money retained by DISTRICT (ii) To require DISTRICT to pay into an escrow created at the expense of CONTRACTOR. The substitute securities provided for herein may be held pursuant to Section 22300 and any escrow agreement entered into between the parties shall be in the statutory form set forth in Section 22300. 20. Contract Security Concurrently with the execution hereof, CONTRACTOR shall furnish: (1) A surety bond in an amount equal to one hundred percent (100%) of the contract price as security for the Faithful Performance of this Contract to be held for 1 year after the Notice of Completion is recorded; (2) A separate surety bond in an amount equal to at least one hundred percent (100%) of the contract price as security for payment of all persons performing labor and furnishing materials in connection with this Contract. The bonds required hereunder shall be provided by an admitted carrier DISTRICT 7 71 reserves the right to object to said surety in accordance with the procedure set forth in Code of Civil Procedure Sections 995 650 et . Bonds shall be accompanied with an appropriate power of attorney authorizing the execution of the bond. 21 Indemnification CONTRACTOR and DISTRICT agree that DISTRICT should, to the extent permitted by law be fully protected from any loss, injury damage, claim, lawsuit, cost, expense, attorneys fees, litigation costs, defense costs, court costs or any other cost arising out of or in any way related to the performance of this Agreement. Accordingly the provisions of this indemnity provision are intended by the parties to be interpreted and construed to provide the fullest protection possible under the law to the DISTRICT except for liability attributable to the DISTRICT's active negligence. CONTRACTOR acknowledges that DISTRICT would not enter into this Agreement in the absence of this commitment from CONTRACTOR to indemnify and protect DISTRICT as set forth here. To the full extent permitted by law and excepting only the active negligence of DISTRICT established by a court of competent jurisdiction or written agreement between the parties, CONTRACTOR shall defend, indemnify and hold harmless DISTRICT its employees, agents and officials, from any liability claims, suits, actions, arbitration proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, actual attorney fees incurred by DISTRICT court costs, interest, defense costs including expert witness fees and any other costs or expenses of any kind whatsoever without restriction or limitation incurred in relation to, as a consequence of or arising out of or in any way attributable actually allegedly or impliedly in whole or in part to the performance of the Agreement. All obligations under this provision are to be paid by CONTRACTOR as incurred by the DISTRICT Without affecting the rights of the DISTRICT under any provision of this Agreement or this Section, CONTRACTOR shall not be required to indemnify and hold harmless DISTRICT as set forth above for liability attributable to the active negligence of DISTRICT provided such active negligence is determined by agreement between the parties or the findings of a court of competent jurisdiction. This exception will only apply in instances where the DISTRICT is shown to have been actively negligent and not in instances where CONTRACTOR is solely or 8 72 partially at fault or in instances where DISTRICTs active negligence accounts for only a percentage of the liability involved. In those instances, the obligation of CONTRACTOR will be for that portion or percentage of liability not attributable to the active negligence of DISTRICT as determined by written agreement between the parties or the findings of a court of competent jurisdiction. The obligations on CONTRACTOR under this or any other provision of this Agreement will not be limited by the provisions of any workers' compensation act or similar act. CONTRACTOR expressly waives its statutory immunity under such statutes or laws as to DISTRICT its employees and officials. CONTRACTOR agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this section from each and every sub contractor subtier contractor or any other person or entity involved by for with or on behalf of CONTRACTOR in the performance or subject matter of this Agreement. In the event CONTRACTOR fails to obtain such indemnity obligations form others as required here, CONTRACTOR agrees to be fully responsible according to the terms of this section. Failure of DISTRICT to monitor compliance with these requirements imposes no additional obligations on DISTRICT and will in no way act as a waiver of any rights hereunder This obligation to indemnify and defend DISTRICT as set forth herein is binding on the successors, assigns, or heirs of CONTRACTOR and shall survive the termination of this Agreement or this section. 22. Insurance CONTRACTOR agrees to provide insurance in accordance with the requirements set forth here. If CONTRACTOR uses existing coverage to comply with these requirements and that coverage does not meet the requirements set forth herein, CONTRACTOR agrees to amend, supplement or endorse the existing coverage to do so. The following coverages will be provided by CONTRACTOR and maintained on behalf of the DISTRICT and in accordance with the requirements set forth herein. Commercial General Liability/Umbrella Insurance. Primary insurance shall be provided on ISO-CGL form No. CG 00 01 11 85 or 88. Total limits shall be no less than five (5) million 9 73 dollars per occurrence for all coverages. DISTRICT and its employees and agents shall be added as additional insureds using ISO additional insured endorsement form CG 20 10 11 85 (in no event will DISTRICT accept an endorsement form with an edition date later than 1990) Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to DISTRICT or any employee or agent of DISTRICT Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Umbrella Liability Insurance (over primary) shall apply to bodily injury/property damage, personal injury/advertising injury at a minimum, and shall include a drop down provision providing primary coverage above a maximum $25,000.00 self-insured retention for liability not covered by primary policies but covered by the umbrella policy Coverage shall be following form to any underlying coverage. Coverage shall be provided on a 'pay on behalf' basis, with defense costs payable in addition to policy limits. There shall be no cross liability exclusion. Policies shall have concurrent starting and ending dates. Business Auto/Umbrella Liability Insurance. Primary coverage shall be written on Iso Business Auto coverage form CA 00 01 06 92 including symbol 1 (Any Auto). Limits shall be no less than five (5) million dollars per accident. Starting and ending dates shall be concurrent. If CONTRACTOR owns no autos, a non-owned auto endorsement to the General liability policy described above is acceptable. Workers' Compensation/Employers' Liability shall be written on a policy form providing workers' compensation statuary benefits as required by law Employers' liability limits shall be no less than one (1) million dollars per accident or disease. Employers' liability coverage shall be scheduled under any umbrella policy described above. Unless otherwise agreed, this policy shall be endorsed to waive any right of subrogation as respects the DISTRICT its employees or agents. CONTRACTOR and DISTRICT further agree as follows: 1 This Section supersedes all other sections and provisions of this Agreement to the extent that any other section or provision conflicts with or impairs the provisions of this Section. 2. Nothing contained in this Section is to be construed as affecting or altering the legal status of the parties to this Agreement. The insurance requirements set forth in this Section are 10 74 intended to be separate and distinct from any other provision in this Agreement and shall be interpreted as such. 3. All insurance coverage and limits provided pursuant to this agreement shall apply to the full extent of the policies involved, available or applicable. Nothing contained in this Agreement or any other agreement relating to the DISTRICT or its operations limits the application of such insurance coverage. 4 Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by insurance. Specific reference to a given coverage feature is for purposes of clarification only and is not intended by any party to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. 5 For purposes of insurance coverage only this Agreement will be deemed to have been executed immediately upon any party hereto taking any steps that can be deemed to be in furtherance of or towards, performance of this Agreement. 6. All general or auto liability insurance coverage provided pursuant to this Agreement, or any other agreements pertaining to the performance of this Agreement, shall not prohibit CONTRACTOR, and CONTRACTOR's employees, or agents, from waiving the right of subrogation prior to a loss. CONTRACTOR hereby waives all rights of subrogation against DISTRICT 7 Unless otherwise approved by DISTRICT CONTRACTOR's insurance shall be written by insurers authorized to do business in the State of California and with a minimum 'Best's' Insurance Guide rating of A.VII' Self-insurance will not be considered to comply with these insurance specifications. 8. In the event any policy of insurance required under this Agreement does not comply with these requirements or is canceled and not replaced, DISTRICT has the right but not the duty to obtain the insurance it deems necessary and any premium paid by district will be promptly reimbursed by CONTRACTOR. 9 CONTRACTOR agrees to provide notarized evidence of the insurance required herein, satisfactory to district, consisting of certificate(s) of insurance evidencing all of the coverages required and an additional insured endorsement to CONTRACTOR s general liability and 11 75 umbrella liability policies (if any) using ISO form CG 20 10 11 85 Certificate(s) are to reflect that the insurer will provide thirty (30) days notice of any cancellation of coverage. CONTRACTOR agrees to require its insurer to modify such certificates of any cancellation of coverage. CONTRACTOR agrees to require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word endeavor' with regard to any notice provisions. CONTRACTOR agrees to provide complete copies of policies to DISTRICT upon request. 10. CONTRACTOR shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverages. 11 Any actual or alleged failure on the part of the DISTRICT or any additional insured under these requirements to obtain proof of insurance required under this Agreement in no way waives any right or remedy of DISTRICT or any additional insured, in this or any other regard. 12. CONTRACTOR agrees to require all subcontractors or other parties hired for this project to provide general liability insurance naming as additional insureds all parties to this Agreement. CONTRACTOR agrees to obtain certificates evidencing such coverage and make reasonable efforts to ensure that such coverage is provided as required here. CONTRACTOR agrees to require that no contract used by any subcontractor or contracts CONTRACTOR enters into on behalf of DISTRICT will reserve the right to charge back to DISTRICT the cost of insurance required by this Agreement. CONTRACTOR agrees that upon request, all agreements with subcontractors or others with whom CONTRACTOR contracts with on behalf of DISTRICT will be submitted to DISTRICT for review Failure of DISTRICT to request copies of such agreement will not impose any liability on DISTRICT or its employees. 13. If CONTRACTOR is a Limited Liability Company, general liability coverage must be amended so that the Limited Liability Company and its managers, affiliates, employees, agents, and other persons necessary or incidental to its operation are insureds. 14 CONTRACTOR agrees to provide immediate notice to DISTRICT of any claim or loss against CONTRACTOR that includes DISTRICT as a defendant. DISTRICT assumes no obligation or liability for such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve the DISTRICT 12 76 23 Legal Work Day Penalties for Violation Eight (8) hours of labor shall constitute a legal day's work. CONTRACTOR shall not require more than eight (8) hours labor in a day from any person employed by CONTRACTOR in the performance of such work. CONTRACTOR shall forfeit as a penalty to DISTRICT the sum of One Hundred ($100.00) Dollars for each laborer workman or mechanic employed in the execution of this Contract by CONTRACTOR, or by any subcontractor for each calendar day during which such laborer workman or mechanic is required or permitted to labor more than eight (8) hours per day in violation of the provisions of Section 1815 of the Labor Code of the State of California. 24 Prevailing Wage Scale The minimum compensation to be paid for labor upon all work performed under this Contract shall be the general prevailing wage scale established by the Department of Industrial Safety for the State of California and as adopted by DISTRICT CONTRACTOR shall comply in all respects with Title 40 U.S.C. Section 276a, also known as 'The Davis-Bacon Act' where federal funds are involved and CONTRACTOR shall also comply in all respects with California Labor Code Sections 1770 et seq. if applicable. If CONTRACTOR is engaged in the construction, prosecution, completion or repair of any public building or public work, or building or work financed in whole or in part by loans or grants from the United States, CONTRACTOR shall furnish each week to the DISTRICT Finance Officer a statement with respect to the wages paid each of its employees during the preceding weekly payroll period. 25 Emergency Additional Time for Performance Procurement of Materials If, because of war or other declared national emergency the Federal or State government restricts, regulates or controls the procurement and allocation of labor or materials, or both, and if solely because of said restrictions, regulations or controls, CONTRACTOR is, through no fault of CONTRACTOR, unable to perform this AGREEMENT or the work is thereby suspended or delayed, any of the following steps may be taken: A. DISTRICT may pursuant to resolution of the Board grant CONTRACTOR 13 77 additional lime for the performance of this AGREEMENT sufficient to compensate in time for said delay or suspension. To qualify for such extension of lime, CONTRACTOR, within three (3)days of CONTRACTOR s discovering such inability to perform, shall notify DISTRICT Manager/Engineer in writing thereof and give specific reasons therefor DISTRICT Manager/Engineer shall thereupon have sixty (60) days within which to procure such needed materials or labor as it is specified in this AGREEMENT or permit substitution or provide for changes in the work in accordance with other provisions of this AGREEMENT Substituted materials, or changes in the work, or both, shall be ordered in writing by DISTRICT Manager/Engineer, and the concurrence of the DISTRICT Board shall not be necessary All reasonable expenses of such procurement incurred by the DISTRICT Manager/Engineer shall be defrayed by CONTRACTOR, or B. If such necessary materials or labor cannot be procured through legitimate channels within sixty (60) days after the filing of the aforesaid notice, either party may upon thirty (30) days written notice to the other terminate this AGREEMENT In such event, CONTRACTOR shall be compensated for all work executed upon a unit basis in proportion to the amount of the work completed, or upon a cost plus ten percent (10%) basis, whichever is the lesser Materials on the ground, in process of fabrication or en route upon the date of notice of termination specially ordered for the project and which cannot be utilized by CONTRACTOR, shall be compensated for by DISTRICT at a cost, including freight, provided that CONTRACTOR shall take all steps possible to minimize this obligation; or C. DISTRICT Board, by resolution, may suspend this AGREEMENT until the cause of inability to perform is removed, but for a period of not to exceed ninety (90) days. If this AGREEMENT is not canceled and the inability of CONTRACTOR to perform continues, without fault on CONTRACTOR s part, beyond the time during which the AGREEMENT may have been suspended, as hereinabove provided, DISTRICT Board may further suspend this AGREEMENT or either 14 78 party hereto may without incurring any liability, elect to declare this AGREEMENT terminated upon the ground of impossibility of performance. In the event DISTRICT declares this AGREEMENT terminated, such declaration shall be authorized by the DISTRICT Board, by resolution, and CONTRACTOR shall be notified in writing thereof within five (5) days after the adoption of such resolution. Upon such termination, CONTRACTOR shall be entitled to proportionate compensation at the agreement rate for such portion of the AGREEMENT as may have been performed, or D DISTRICT may terminate this AGREEMENT without cause, in which case CONTRACTOR shall be entitled to proportionate compensation at the agreement rate for such portion of the AGREEMENT as may have been performed. Such termination shall be authorized by resolution of the DISTRICT Board. Notice thereof shall be forthwith given in writing to CONTRACTOR and this AGREEMENT shall be terminated upon receipt by CONTRACTOR of such notice. 26. Provisions Cumulative The provisions of this AGREEMENT are cumulative and in addition to, and not in limitation of, any other rights or remedies available to DISTRICT 27 Notices It shall be the duty and responsibility of CONTRACTOR to notify subcontractors and materialmen of the following special notice provision, namely all notices of intention to lien or stop notices shall be either personally delivered or transmitted by certified mail, but in either event said notices shall be directed to the DISTRICT All notices shall be in writing and delivered in person or transmitted by certified mail, postage prepaid. Notices required to be given to DISTRICT shall be addressed as follows; 15 79 COSTA MESA SANITARY DISTRICT 77 Fair Drive Costa Mesa, California 92626 Notices required to be given to CONTRACTOR shall be addressed as follows: Notices required to be given to CONTRACTOR's sureties shall be addressed as follows: 28. Subcontracting CONTRACTOR acknowledges that he is aware of the provision of the 'Subletting and Subcontracting Fair Practices Act' and that he agrees to comply with all applicable provisions thereof. If any part of the work to be done under this Contract is subcontracted, the subcontract shall be in writing and shall provide that all work to be performed thereunder shall be performed in accordance with this Contract. Upon request, certified copies of any or all subcontracts shall be furnished the DISTRICT The subcontracting of any or all of the work to be done will in no way relieve the CONTRACTOR of any part of his responsibility under the Contract. Breach of any of the above provisions will be considered a violation of the Contract, and the DISTRICT may cancel the Contract, assess the CONTRACTOR a penalty of not more than 10 percent (10%) of the subcontract involved, or cancel the Contract and assess the penalty All persons engaged in the work, including subcontractors, will be considered employees of the CONTRACTOR. CONTRACTOR will be held responsible for their work. The 16 80 DISTRICT will deal directly with and make all payments to the CONTRACTOR. 29 Contractor's Affidavit After the completion of the work contemplated by this Contract, CONTRACTOR shall file with the DISTRICT's Manager/Engineer his affidavit stating that all workmen and persons employed and all firms supplying materials, and all subcontractors upon the project have been paid in full, and that there are no claims outstanding against the project for either labor or material, except certain items, if any to be set forth in an affidavit covering disputed claims, or items in connections with Notice to Withhold, which have been filed under the provisions of the statutes of the State of California. 30. Contractor's Waiver The acceptance of CONTRACTOR of the final payment shall constitute a waiver of all claims against DISTRICT under or arising out of the Contract unless the disputed amounts are specifically set forth in the affidavit and release. 31 Notice to Proceed No work, services, material or equipment shall be performed or furnished under this Contract unless and until a notice to proceed has been given to the CONTRACTOR by DISTRICT's Manager/Engineer and all bonds and certificates of insurance required pursuant hereto have been furnished to and approved by DISTRICT 32. Utility Location 17 81 DISTRICT acknowledges its responsibilities with respect to the location of utility facilities pursuant to California Government Code Section 4215 33 Discrimination CONTRACTOR represents that it has not, and agrees that it will not, discriminate in its employment practices on the basis of race, creed, religion, national origin, color sex, age, or disability 34 Governing Law This Contract and any dispute arising hereunder shall be governed by the law of the State of California. 35 Integration The parties agree that this document represents their entire agreement and that this AGREEMENT may not be subsequently modified unless said modification is made in writing and is signed by both parties. 36. Changes DISTRICT may by written change notice, make changes in the work, changes in or addition to the specification, require additional work or services or direct the omission of work or services covered by this AGREEMENT If any such change or requirement causes any increase or decrease in the CONTRACTOR s cost of performance of this AGREEMENT, an 18 82 equitable adjustment shall be made and the AGREEMENT modified in writing accordingly No claim by CONTRACTOR for adjustment under this paragraph shall be valid unless asserted in writing by CONTRACTOR within thirty (30) days from the date of receipt of said written change notice signed by the DISTRICT's Manager/Engineer or the President and Secretary of the Board of Directors, as appropriate. CONTRACTOR shall make no additions, changes, alterations or omissions except upon the written change notice of the DISTRICT Manager/Engineer given before the work is to be done or before services are rendered. The DISTRICT Manager/Engineer shall only have authority to order changes when the work is of a value less than 2% of the contract amount or TEN THOUSAND DOLLARS ($1,000 00) whichever is greater All other changes must be approved by the Board of Directors. A. Extra Work Damages. Should CONTRACTOR encounter extra work due to the discovery of unforeseen conditions that CONTRACTOR should not have anticipated based in its own independent investigation, or due to changes in the project made by DISTRICT CONTRACTOR shall immediately bring such condition to the attention of the DISTRICT's Manager/Engineer and shall submit a Request for Change Order within thirty (30) days in the form set forth in the contract documents. All such requests for extra compensation shall be subject to the approval of the Board of Directors unless within the authority of the DISTRICT Manager/Engineer B. Limitation of Damages. CONTRACTOR shall be limited in the damages that it may recover under this contract. CONTRACTOR shall be limited to extra days for delay time and any direct costs related thereto, and to the direct costs of 19 83 completing extra work. 'Direct Costs' shall be those items defined in Section 3- 3.2.2 Basis for Establishing Costs, Standard Specifications for Public Works Construction, 1997 edition. Excluded from direct costs shall be mark ups on materials, equipment rentals or other items or expenditures, so-called 'Eichleay damages' including, but not limited to, home office overhead, lost bonding capacity lost profits, and lost interest. 37 Independent Contractor CONTRACTOR acknowledges and agrees that he is an independent CONTRACTOR who has been retained for the results of his work and not for the means by which it is accomplished. It is specifically agreed that the DISTRICT does not have the right of control over the mode of doing the work contracted for and that neither the CONTRACTOR, his employees, nor his consulting Engineers are employees of the DISTRICT 38. Remedies The remedies provided DISTRICT herein shall be cumulative, and in addition to any other remedies provided by law or equity A waiver of a breach of any provision hereof shall not constitute a waiver of any other breach. 39 Books and Records CONTRACTOR's books, records and its plants or such part thereof as may be engaged in the performance of this Contract, shall at all reasonable times be subject to observation and 20 84 audit by any authorized representative of DISTRICT 40. Notice to District of Labor Disputes Whenever CONTRACTOR has knowledge that any actual or potential labor dispute is delaying or threatens to delay the timely performance of this Contract, CONTRACTOR shall immediately give notice thereof, including all relevant information with respect thereto, to DISTRICT 41 As Built Drawings CONTRACTOR shall provide DISTRICT's Engineer with drawings of the Construction in its 'as built' condition. 42. Days and Hours of Work Should the CONTRACTOR desire to perform construction work on Saturday Sunday or on any day observed as a holiday by DISTRICT or prior to 8:00 a.m. or after 5:00 p.m. of any day he must submit his written request to DISTRICT's Manager/Engineer at least 24 hours prior to the proposed start of such work. No such work shall be commenced without the prior approval of the DISTRICT's Manager/Engineer The DISTRICT observes those holidays specified by Government Code Section 6700 The foregoing shall not apply in the case of an emergency necessitating immediate work. 43 CONTRACTOR s Independent Investigation 21 85 No plea of ignorance of conditions that exist or that may hereafter exist, or of conditions or difficulties that may be encountered in the execution of the work under this Contract, as a result of failure to make the necessary independent examinations and investigations, and no plea of reliance on initial investigations or reports prepared by DISTRICT for purpose of letting this Contract out to bid, will be accepted as an excuse for any failure or omission on the part of the CONTRACTOR to fulfill in every detail all requirements of said Contract, specifications, and plans. Nor will such reasons be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. 44 Interpretation In the event of any conflict, inconsistency or incongruity between the provision of this Contract and the provisions of Paragraph 2 hereof, or amendments thereto, the provisions of this Contract shall control in all respects. 45 Attorney's Fees If any action at law or in equity is necessary to enforce or interpret the terms of this AGREEMENT the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. If any action is brought against the CONTRACTOR or any subcontractor to enforce a Stop Notice or Notice to Withhold, which names the DISTRICT as a party to said action, DISTRICT shall be entitled to reasonable attorney's fees, costs and necessary disbursements. 46. Additional Costs 22 86 CONTRACTOR shall be responsible to reimburse the DISTRICT a sum equal to the expenses of administration and legal services required to be expended by the DISTRICT in processing Notices to Withhold, Stop Notices, or similar legal documents arising out of a failure of the CONTRACTOR to pay for labor or materials. Said obligation shall be provided for in the payment bond required by the CONTRACTOR. The DISTRICT shall further have the right to offset any such costs and expenses incurred by DISTRICT against any sums owing to CONTRACTOR under the AGREEMENT 47 Assignment No assignment by the CONTRACTOR of this Contract or any part hereof, or of funds to be received hereunder will be recognized by the DISTRICT unless such assignment has had prior written approval and consent of the DISTRICT and the surety 48. Safety and Site Condition CONTRACTOR shall perform all operations with due regard for safety and in strict compliance with all applicable laws relating thereto. It shall be CONTRACTOR s responsibility to keep the site in a clean, neat and orderly condition. It shall also be CONTRACTOR's duty to dust-palliate all working areas and access routes, if applicable. All operations shall be conducted by CONTRACTOR so that no fire hazards are created. 49 Observation 23 87 Services shall be furnished by the DISTRICT on an eight (8) hour day and forty (40) hour week basis. Any additional observation that is required in excess of the foregoing shall be paid for by the CONTRACTOR at special hourly rates to be determined by DISTRICT 50. Workmanship and Materials Unless otherwise specifically provided for in the specifications, all workmanship, equipment, materials and articles incorporated in the work covered by this Contract are to be new and of the most suitable grade of their respective kinds for the purpose intended. Where equipment, materials or articles are referred to in the specification as equal to' any particular standard, DISTRICT shall decide the question of equality In the manner and to the extent required by the specifications, CONTRACTOR shall furnish DISTRICT for approval full information concerning the equipment, materials or articles which he contemplates incorporating in the work. Samples of material shall be submitted for approval when required for specification. In addition to furnishing a list of subcontractors, and prior to commencing the work covered by this Contract, CONTRACTOR shall furnish DISTRICT a list of the equipment, materials, or articles CONTRACTOR proposes to use in the performance of this Contract. Substitutions of equipment, materials or articles shall not be done unless approved by the DISTRICT's Manager/Engineer 51 Warranty Unless otherwise agreed to in writing by the parties, CONTRACTOR warrants that the work shall be performed in the best and most workmanlike manner by qualified, careful and 24 88 efficient workers, in strict conformity with the best standard practices; shall be free from defect in workmanship and material; and shall conform with all provisions of this Contract, including, but not limited to, all specifications included in this Contract. The provisions of this warranty together with any applicable warranties and guarantees of CONTRACTOR s subcontractors and suppliers shall survive observation, test and acceptance of any payment for the work performed hereunder and shall run to the DISTRICT its successors and assigns. Except for latent defects, fraud or such gross mistakes of CONTRACTOR as amount to fraud, notice of any defect or non-conformity may be given by DISTRICT to CONTRACTOR at any time prior to the expiration of ONE YEAR after the recording of the Notice of Completion by DISTRICT of such work. CONTRACTOR shall promptly perform all work required to correct such defects or non- conformities by replacement or repair as DISTRICT may direct, all at CONTRACTOR's sole cost and expense. All defective or non-conforming material which DISTRICT requires to be replaced shall be removed promptly from the site of the work by CONTRACTOR at its sole expense. If CONTRACTOR fails promptly to correct any non-conformity DISTRICT may do so and charge the cost thereof to CONTRACTOR. Work required to be corrected or replaced shall be subject to the provisions of this paragraph in the same manner and to the same extent as when such work was initially presented for final acceptance. DISTRICT's right to require CONTRACTOR to repair or replace any defective or non-conforming work shall be in addition to any other rights DISTRICT may have for breach of warranty and shall not be considered as an exclusive remedy If the DISTRICT prefers to accept defective or non-conforming work, it may do so instead of requiring its removal or correction, in which case a Change Order will be issued to reflect a reduction in the Contract Sum where appropriate and equitable. Such 25 89 adjustment shall be effected whether or not final payment had been made. 52. Regional Notification Centers CONTRACTOR agrees to contact the appropriate regional notification center in accordance with Government Code Section 4216 before commencing any excavation. 53. Trench Protection CONTRACTOR shall submit its detailed plan for worker protection during the excavation of trenches required by the scope of the work in accordance with Labor Code Section 6705 54 Trenching Conditions If this contract involves digging trenches or other excavations that extend deeper than four feet below the surface, CONTRACTOR shall promptly and before the following conditions are disturbed, notify the DISTRICT in writing, of any (A) Material that the CONTRACTOR believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, or Class II disposal site in accordance with provisions of existing law (B) Subsurface or latent physical conditions at the site differing from those indicated. (C) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. 26 90 (D) The DISTRICT shall promptly investigate the conditions, and if it finds that the conditions do materially so differ or do involve hazardous waste, and cause a / decrease or increase in the CONTRACTOR s cost of, or the time required for performance of any part of the work shall issue a change order the procedures described in the contract. (E) In the event that a dispute arises between the DISTRICT and the CONTRACTOR whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the CONTRACTOR s cost of, or time required for performance of an part of the work, the CONTRACTOR shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. The CONTRACTOR shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. • • I 27 91 Dated this day of , 1996 COSTA MESA SANITARY DISTRICT • By. President By Secretary APPROVED AS TO FORM. By General Counsel APPROVED AS TO CONTENT By District Manager/Engineer CONTRACTOR Contractor By- Its: (MUST BE NOTARIZED) 28 92