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Project 125 - Specification - 1992-03-02 COSTA MESA SANITARY DISTRICT Orange County, California E, Televising Sewer Lines Project No. 1112100-125 lasi . 4 ROBIN B. HAMERS District Engineer it' w iiiik 0 6��K%,...< � /92 t>, - /jCIV1t- ? Bid Set Number 7 „ op_ CA0,0 t 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 TELEVISING SEWER LINES PROJECT NO 1112100-125 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 00 a m , March 23, 1992 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 provi- sions of the Proposal requirements Each bidder must be licensed and also prequalified as required by law A Class A or C42 contractor s license is required The Board of Directors of the Costa Mesa Sanitary District reserves the right to reject any or all bids The Contractor shall comply with the provisions of Section 1770 to 1780 inclusive of the California Labor Code the prevailing rate and scale of wages determined by the Director of the Department of Industrial Relations, State of California which are filed with the Assistant Manager/Clerk of the District and shall forfeit penalties prescribed therefore for noncompliance of said code Dated March 2 1992 BY ORDER OF THE BOARD OF DIRECTORS OF THE COSTA MESA SANITARY DISTRICT TABLE OF CONTENTS Page Proposal P-1 PART 1 A Standard Specifications 1 Part 1 - General Provisions 1 1-2 Definitions 1 1-3 Abbreviations 2 2-1 1 Award of Contract 2 2-1 2 Procedure for Proposal Submittal 2 2-1 3 Request for Interpretation 3 2-1 4 Return of Bid Security 3 2-1 5 Execution of Contract 4 2-3 1 Subcontracts General 4 2-4 Contract Bonds 4 2-5 1 Plans and Specifications 4 2-9 1 Permanent Survey Markers 5 2-10 Authority of Board and Inspection 5 3-1 1 Changes in Work General 6 3-3 1 Extra Work General 7 3-3 2 3(a) Markup 7 6-1 Construction Schedule and Commencement of Work 7 6-6 2 Extension of Time 7 7-2 3 Prevailing Wage Rates 8 7-2 4 Apprentices 8 7-3 Contractor s Insurance 8 7-5 Permits and Licenses 9 7-6 Contractor' s Representatives 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 2 Partial and Final Payment 11 9-3 3 Delivered Materials 12 Special Provisions Technical Specifications For Televised Inspections of Sewer Lines 13 A-1 Description of Work 13 A-2 General 13 A-3 Television Inspection 14 A-4 Traffic Control and Local Agency Jurisdiction 17 A-5 Safety Requirements 17 Schedule A 18 P R O P O S A L PROJECT NO 1112100-125 TELEVISING SEWER LINES 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 TELEVISING SEWER LINES which is hereto attached, the undersigned has carefully examined the location of the proposed work, the plans specifications and other contract documents therefore and is satisfied as to the conditions to be encountered as to the character quality and quantity of work to be performed and materials to be furnished as to the requirements of the specifications and the contract It is mutually agreed that the submis- sion of a proposal shall be considered prima facie evidence that the bidder has made such examination If awarded the contract the undersigned agrees to commence work under the contract within ten calendar days from the date of the contract and to complete said work within six months 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 Item Approx Item with Unit Price Unit Price No Quantity Written in Words Figures Total 1 207 867 L F Televising Sewer Lines 8 Dollars and Cents $ $ per Linear Foot P-1 Bidder s Initials 2 8 397 L F Televising Sewer Lines 10 Dollars and Cents $ $ per Linear Foot 3 2,137 L F Televising Sewer Lines 12 Dollars and Cents $ $ per Linear Foot 4 3 335 L F Televising Sewer Lines 15 Dollars and Cents $ $ per Linear Foot 5 1 547 L F Televising Sewer Lines 18 Dollars and Cents $ $ per Linear Foot 6 1 534 L F Televising Sewer Lines 21 Dollars and Cents $ $ per Linear Foot Total or gross sum written in words Total or gross sum in figures Bidder's Initials In case of a discrepancy between the words and figures the words shall prevail P-2 Bidder's Initials 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 ( E NOTICE Insert the words Cash , Certified Check or Bidder s Bond as the case may be in an amount equal to at least ten per cent of the total bid price payable to the Costa Mesa Sanitary District P-3 Bidder s Initials The undersigned deposits the above named security as a proposal guaranty and agrees that it shall be forfeited to the Costa Mesa Sanitary District as liquidated damages in case this proposal is accepted by the District and the undersigned shall fail to execute a contract for doing said work and to furnish good and sufficient bonds in the form set forth in the specifications and contract documents of the District with surety satisfac- tory 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 Respectfully submitted, Contractor s Business Name Contractor Title Business Address Street BY Title City State Zip Contractor's License Expiration Date & Classification Business Phone Number Name Title Residence Phone Number Residence Street City State Zip I declare under penalty of perjury under the laws of the State of California that the forgoing is true and correct Dated at this day of 19 (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 P-4 Bidder s Initials 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 Bidder shall signify receipt of all Addenda here if any Addendum No Date Received Bidder s Signature P-5 Bidder s Initials DESIGNATION OF SUBCONTRACTORS In compliance with the Subletting and Subcontracting Fair Practices Act being Sections 4100-4113 of the Government Code of the State of Cali- fornia 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 improvement 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 Legislative Body of the owner Portion State License Of Work Subcontractor s Name and Address Number Class P-6 Bidder s Initials BIDDER 'S BOND TO ACCOMPANY PROPOSAL (Required if the bidder desires to submit bond instead of a certified or cashier' s check) KNOW ALL PEOPLE BY THESE PRESENTS That we as principals and as surety, are held and firmly bound unto the Costa Mesa Sanitary District a special district, organized under the laws of the State of California and situated in Orange County in the sum of (S ) to be paid to the District its successors and assigns for which payment well and truly to be made, we bind ourselves our heirs executors and administrators successors or assigns joint and severally firmly by these presents THE CONDITION OF THIS OBLIGATION IS SUCH That if the certain proposal of the above bounden is accepted by the Costa Mesa Sanitary District and if the above bounden his heirs executors administrators successors and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the LABOR AND MATERIAL and the FAITHFUL PERFORMANCE BONDS described within 10 days (not including Sunday) from the date of the mailing of a notice of the above bounden by and from District that said contract is ready for execution then this obligation shall become null and void otherwise it shall be and remain in full force and virtue IN WITNESS WHEREOF We hereunto set our hands and seals this day of 1992 P-7 Bidder s Initials 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 directly or indirectly entered into any arrangement or agreement with any other bidder or bidder, which tends to or does lessen or destroy free competition in the letting of the contract sought for on the attached bids that no bid has been accepted from any Subcontractor or supplier through any bid depository the By-Laws Rules or Regulation of which prohibit or prevent the Contractor from considering any bid from any Subcontractor or supplier which is not processed through said bid depository or which prevent any Subcontractor or supplier from bidding to any Contractor who does not use the facilities of or accept bids from or through such bid depository that no inducement of any form or character other than that which appears upon the face of the bid will be suggested offered paid or delivered to any person of the contract nor has this bidder any agreement or understanding of any kind whatsoever with any person whomsoever to pay deliver to or share with any other person in any way or manner any of the proceeds of the contracts sought by this bid Subscribed and sworn to before me by This day of 1992 My Commission expires Notary Public P-8 Bidder s Initials PART 1 A STANDARD SPECIFICATIONS Except as hereinafter provided, the provisions of the latest edition of the 'Standard Specifications for Public Works Construction (green book) and all amendments thereto adopted by the Joint Cooperative Committee of South- ern California Chapter, American Public Works Association hereinafter re- ferred to as Standard Specifications, are adopted as the Standard Specifi- cations of the Costa Mesa Sanitary District and shall be considered as a part of these specifications Where specified in these specifications, the latest edition of Stan- dard Specifications and Standard Plans of the State of California, Depart- ment of Transportation, Division of Highways , shall apply Whenever refer- ence is made to any government code, the latest revisions to the referenced sections shall apply B GENERAL PROVISIONS Following additions are made in the "Standard Specifications If there is a conflict between Standard Specifications and these additions these additions shall have first precedence 1-2 DEFINITIONS (a) AGENCY The Costa Mesa Sanitary District also hereinafter called District (b) BOARD The Board of Directors of the Costa Mesa Sanitary District (c) CONTRACT Documents including but not limited to the Proposal, 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 laws ACT 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 0 C E M.A Orange County Environmental Management Agency O C S D Orange County Sanitation District 2-1 1 AWARD OF CONTRACT The award of contract, if awarded will be to the lowest responsible bidder whose proposal complies with all requirements of the notice inviting bids and Section 2-1 2 of these specifications The District however, reserves the right to reject any or all bids, and to waive any informality in the bids received The award, if made will be made within 30 days after the opening of the bids 2-1 2 PROCEDURE FOR PROPOSAL SUBMITTAL Proposal shall be made and submitted on the Proposal Forms in accor- dance with the Notice Inviting Bids In addition to the required signatures 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 interested 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 2-1 3 REQUEST FOR INTERPRETATION If any person contemplating submitting a bid is in doubt as to the true meaning of any part of the plans specifications or other proposed contract documents, or finds discrepancies in, or omissions from the drawings or specifications, he may request the Engineer, in writing, for an interpreta- tion or correction thereof The person submitting such a request shall be responsible for its prompt delivery All such interpretations of the con- tract documents will be made only by Addenda duly issued and a copy of each such Addendum will be mailed or delivered to each person receiving a set of contract documents at his last address of record The District will not be responsible for any other explanations or interpretations of the contract documents 2-1 4 RETURN OF BID SECURITY Any bidder may withdraw his bid, either personally or by telegraphic or written request at any time prior to the scheduled closing time for the receipt of bids It is the sole responsibility of the bidder to see that any such telegraphic or written request is delivered to the City Clerk prior to said closing time Bid security of such bidders will be returned prompt- ly 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 accompany- ing 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 - 2-1 5 EXECUTION OF CONTRACT The contract shall be signed by the successful bidder and returned to the District, together with the contract bonds as specified in Section 2-4 of the Standard Specifications and as amended below and any changes or additions made thereto in these specifications within 10 days after receipt of written notice of award of contract The form cf 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 Government Code 2-4 CONTRACT BONDS The Faithful Performance Bond and the Labor and Material Bond shall both be one hundred percent (100%) of the contract price In addition to the Faithful Performance Bond and the Labor and Mat- erial Bond Contractor shall also furnish to District a Guarantee Bond' in the amount of $10 000 or ten percent (10%) of the contract price whichever is greater as security for this guarantee to be retained by District for a period of one (1) year after the date of written acceptance by the District of all work performed under this contract The date of written acceptance shall be the date of recording of the Notice of Completion Sureties providing performance bonds for Contractors must be licensed or agree to employ a licensed Contractor, with a Class A or other applicable specialty contractor' s license from the State of California 2-5 1 PLANS AND SPECIFICATIONS Engineer will provide the Contractor free of charge copies of plans and specifications that are reasonably necessary for the execution of work Contractor shall , at his own expense obtain copies of Standard Specif- ications and Standard Plans and Specifications of the State of California for his general use If after award of contract should it appear that the work to be done or any matter relative thereto is not sufficently detailed or explained in the specifications and plans the Contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform to such explanation or interpretation as part of the contract - 4 - 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 2-9 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 suffi- cient 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 conform- ing to the requirements of this sub-section shall be considered as included in the contract bid price paid for various other items of work and no additional compensation will be allowed 2-10 AUTHORITY OF BOARD AND INSPECTION Authority of Board and Inspection shall conform to Section 2 10 of Standard Specifications and the following The Contractor shall give at least 48 hours advance notice of time when he or his Subcontractor will start or resume the various units of operations of the work as per the contract, or resume the said units or operations when they have been suspended as per the contract The above notice is to be given during working hours, exclusive of Saturday Sunday or holidays for the purpose of permitting the Engineer to make necessary assignments of his representative or inspector on the work Any work performed in conflict with said notice without the presence or approval of the inspector or work covered up without notice, approval or consent may be rejected or ordered to be uncovered for examination at Con- tractor' s expense, and shall be removed at Contractor' s expense if so ordered by the Engineer or inspector on the work Any unauthorized or - 5 - 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 informati n given on the approved plans shall be in writing No changes shall be made on any plan or drawing after the same has been approved by the Engineer except by direction of the Engineer in writing Deviations from the approved plans as may be required by the exigencies of constructions will be determined in all cases by the Engineer and authorized in writing All instructions, rulings and decisions of the Engineer shall be in writing and shall be final and binding on all parties unless formal protest is made in writing, as provided in the following paragraph and as provided in Section 1670 of the Civil Code If the Contractor considers any work demanded of him to be outside the requirements of the contract or if he considers any instruction ruling or decision of the Inspector or Engineer to be unfair, he shall within 10 days after any such demand is made or instruction ruling or decision is given file a written protest with the Engineer stating clearly and in detail his objections and reasons therefore Except for such protests and objections as are made of record in the manner and within the time above stated, the Contractor shall be deemed to have waived and does hereby waive all claims for extra work damages and extensions of time on account of demands instructions, rulings and decisions of the Engineer Upon receipt of any such protest from the Contractor the Engineer shall review the demand instruction ruling or decision objected to and shall promptly advise the Contractor in writing, of his final decision which shall be binding on all parties unless with the 10 days thereafter the Contractor shall file with the Board of Directors a formal protest against said decision of the Engineer The Board of Directors shall con- sider and render a final decision on any such protest within 30 days of receipt of same 3-1 1 CHANGES IN WORK GENERAL Engineer shall be the duly authorized officer who may grant the changes prescribed in this section - 6 - 3-3 1 EXTRA WORK GENERAL The extra work as defined in this section of Standard Specifications and any work done beyond the lines and grades shown on the plans shall only be performed when ordered in writing by the Engineer In absence of such written order any such work shall be considered unauthorized and will not be paid for Work so done may be ordered removed at the Contractor' s expense 3-3 2 3a MARKUP Labor markup specified in this section shall be 15% 6-1 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 EXTENSION OF TIME In the event the work called for under the contract is not finished and completed in all parts and requirements within the time specified, the Board of Directors shall have the right to increase the number of working days for completion or not as may seem best to serve the interest of the District Except for the delays beyond Contractor' s control as described in Sections 5 5 and 6 6 1 the District shall have the right to charge the Contractor, his heirs, assigns or sureties and to deduct from the final payment for the work all or any part as it may deem proper of the actual cost of engineering inspection superintendence and other overhead expenses which are directly chargeable to the Contractor and which accrued during the period of such extensions except that the cost of the final services and preparation of the final estimates shall not be included in such charges In addition to the above charges, Contractor shall pay to the District liquidated damages as specified in Section 6 9 for such delays No extension of time for the completion of the work called for under the contract shall be allowed unless at least 10 days prior the the time fixed for the completion thereof, or the time fixed by the Board of Direc- tors 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 - 7-2 3 PREVAILING WAGE RATES The Contractor shall comply with the provisions of Section 1770 to 1780 inclusive, of the California Labor Code, the prevailing rate and scale of wages determined by the Director of the Department of Industrial Relations State of California which are filed with the Assistant Secretary of said District and shall forfeit penalties prescribed therefore for noncompliance of said Code In order to verify the compliance of said code Contractor may be required by the District, from time to time, to furnish weekly for the duration of the contract period copies of his payroll statements showing wages paid each employee during the preceding week and the employee work classification to the Engineer for checking Using Form DH-H-347 Payroll Statement of Compliance is an acceptable method of fulfilling the above requirement 7-2 4 APPRENTICES Attention is directed to the provisions in Section 1777 5 and 1777 6 of the Labor Code concerning the employment of apprentices by the Contractor or any Subcontractor under him The Contractor and any Subcontractors 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 Cali- fornia or from the Division of Apprenticeship Standards and its branch offices 7-3 CONTRACTOR S INSURANCE The Contractor shall not commence work under his contract until he has obtained all insurance required under this heading in a company acceptable to the District nor shall the Contractor allow any Subcontractor to com- mence work on his sub-contract until all insurance required of the Subcon- tractor has been obtained The Contractor shall take out and maintain at all times during the life of the contract the following policies of in- surance 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 - 8 - b Public liability and property damage insurance on account of bodily injuries including death resulting therefrom in the sum of $5 000,000 combined, single limit for any one accident which may arise from the operations of the Contractor in performing the work provided for herein c Motor vehicle public liability and property damage insurance to cover each automobile, truck and other vehicles used in the per- formance of the contract in an amount of not less than $100,000 for one person and $300,000 for more than one person and property damage in the sum of $100,000 resulting from any accident which may arise from the operations of the Contractor in performing the work provided for herein Each of the policies of insurance provided for in sub-paragraph C shall con- tain a clause substantially in the following words It is hereby understood and agreed that this policy may not be cancel- led nor the amount of coverage thereof be reduced until five days after receipt by the Engineer of a written notice of such cancellation or reduction in coverage as evidenced by receipt of a registered letter The Contractor shall at the time of the execution of the contract present the original policies of insurance required in paragraphs B and C hereof or present a certificate of insurance showing the issuance of such insurance 7-5 PERMITS AND LICENSES Except as otherwise specified in the Special Provisions the Contractor shall procure all permits and licenses, pay all charges, and fees and give all notices necessary and incident to the due and lawful prosecution of the work These permits and licenses shall be obtained in sufficient time to prevent delays to the work In the event that the agency has obtained permits, licenses or other authorization applicable to the work the Contractor shall comply with the provisions of said permits licenses and other authorizations In the case the agency does procure any permits it is understood that the agency is acting as an authorized agent for the contractor and that the Contractor shall be soley responsible for all work performed under the permit - 9 - 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 restora- tion 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 correc- ted 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 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 - 10 - 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 ser- vants against any claim or liability arising from or based on the violation of any existing or future State, Federal and Local laws ordinances regula- tions orders or decrees whether by himself or his employees If any discrepancy or inconsistency is discovered in the plans drawings specifi- cations or contract for the work in relation to any such law ordinance regulation order or decree the Contractor shall forthwith report the same to the Engineer in writing 9-3 2 PARTIAL AND FINAL PAYMENT The leading time for processing invoices for the monthly progress payment approved by the Engineer for inclusion on the warrant list of the District is governed by the rules and regulations established by the Board of Directors Invoices for monthly payments shall be submitted to the Engineer no later than the 25th of each month After completion of the contract, the Board shall , upon recommendation of the Engineer, accept the work as complete and authorize the final pay- ment - 11 - The amount retained and deducted by the District shall be 5% of the progress estimates for all progress payments The final payment of the retention amount to the Contractor shall be made 35 days from the date of the recording of the Notice of Completion of the work after it is accepted by the Board of Directors and shall be made on duly certified voucher therefore It is mutually agreed among the parties to the contract that no certi- ficate giien or payment made under the contract, except the final certifi- cate 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 con- tract 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 Part 1 of the Standard Specifications If there is a conflict between these additions and Standard Specifications these additions shall have precedence TECHNICAL SPECIFICATIONS FOR TELEVISED INSPECTIONS OF SEWER LINES A-1 DESCRIPTION OF WORK The work required by this project shall consist of furnishing all labor equipment, materials, water, plant and supervisor, and performing all work necessary to perform the Television Inspection of the sewer lines shown on the attached list of sewers identified as schedule A all in accordance with the Technical Specifications included hereinafter Schedule A includes a list of the sewers with sizes length limits A detailed map of the sewers is available in the office of the District Engineer, 234 E 17th Street Suite 205 Costa Mesa CA 714/631-1731 A-2 GENERAL Sewer line cleaning shall be done by Agency with a hydraulically propelled sewer cleaner This cleaning shall be done in cooperation with the contractor and scheduled such that the Contractor will not be delayed This cleaning will include removal of all material which might prevent passage of the camera or obscure its vision It is recognized that success of other phases of the work depends a great deal on the cleanliness of the lines The cleaning equipment used by the Agency will be capable of removing dirt grease, rocks, sand, and other deleterious materials and obstructions from the sewer lines and manholes The Agency will remove and dispose of all material resulting from the cleaning operation Sewer flow control shall be accomplished by the Contractor as required and at the direction of the Agency representative This flow control will include isolating the reach being inspected from the remainder of the sewer line as necessary to prevent sewage flows from obscuring the picture To control flow, a sewer line plug shall be inserted into the line at a manhole upstream from the section being inspected The plug shall be so designed that all or any portion of the sewage flows can be released During the inspection flows shall be shut off or reduced as required by the Agency representative After the inspection has been completed, flows shall be restored to normal -13- Pumping/bypassing, if required, shall be provided with necessary pumps conduits and other equipment supplied to divert the flow of sewage around the manhole section in which the work is being performed The bypass system shall be of sufficient capacity to handle existing peak flows plus additional flow which may result from a rain storm The necessary labor and supervision to set up and operate the pumping and bypassing system must be provided If pumping is required on a twenty-four (24) hour basis all engines shall be equipped in a manner to keep the pump noise at a minimum This pumping/bypassing may be required to protect the sewer lines from damage that might by inflicted by excessive sewer surcharging and to ensure the sewer flow control operations do not cause flooding or damage to public or private property being served by the sewers involved It is not possible to know in advance the extent of the need for pumping or bypassing Cost of providing the pumping/bypassing will be negotiated between Contractor and Agency at the time the need is determined If the pumping/bypassing in the opinion of the Agency representative is needed equipment labor and supervision will be provided for this service by Agency and/or Contractor as is considered most practical by Agency representative and the additional cost to the Contractor negotiated A Change Order will be issued based on negotiated cost A-3 TELEVISION INSPECTION After cleaning the manhole sections shall be visually inspected by means of closed-circuit color television The inspection will be done one manhole section at a time and the flow in the section being inspected will be suitably controlled as specified The television camera used for the inspection shall be one specifically designed and constructed for such inspection Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe The camera shall be operative in 100% humidity conditions The camera television monitor and other components of the video system shall be capable of producing picture quality to the satisfaction of the Agency Representative and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection The camera ' s length shall not exceed twenty-three (23 ) inches including connectors to minimize lodging in the pipe The camera shall be water-proof and have an operating temperature range of at least minus 10 to plus 50 degrees C The camera shall be attached to coaxial cable of sufficient length to efficiently survey the line There shall be a television data system capable of superimposing on the monitor the footage and recording it and other data on the video tape recorder as the camera passes through the pipe Such footage shall be recorded in tenths of feet up to at least 9 999 9 The television data system shall also ha%e the capability of recording and superimposing a minimum of five (5) other pieces of information as required by the Agency Representative horizontally or vertically across the screen Information could include Contractor s name or initials date line number direction of flow manhole numbers job code and purchase order number -14- Contractors shall be licensed in the State of California as an Engineering or General Contractor with current and valid certificates of license Videotape recordings shall be on VHS standard video cassettes The purpose of the tape recording shall be to supply a visual and audio record of problem areas of the lines that can be replayed by the Agency in the future The tapes shall become the property of the Agency The camera shall be moved through the line in either direction at a moderate rate stopping when necessary to permit proper documentation of the sewer s condition In no case will the television camera be pulled at a speed greater than 30 feet per minute Manual winches power winches TV cable, and powered rewinds or other devices that do no obstruct the camera view or interfere with proper documentation of the sewer conditions shall be used to move the camera through the sewer line If, during the inspection operation the television camera will not pass through the entire manhole section the Contractor shall set up his equipment so that the inspection can be performed from the opposite manhole When manually operated winches are used to pull the television camera through the line telephones or other suitable means of communication shall be set up between the two manholes of the section being inspected to insure good communications between members of the crew Where sewer lines are located in easements on private property the Contractor shall have portable equipment if necessary to televise the lines The importance of accurate distance measurements is emphasized Measurement for location of defects shall be above ground by means of a meter device Marking on the cable, or the like which would require interpolation for depth of manhole will not be allowed Accuracy of the distance meter shall be checked by use of a walking meter roll-a-tape or other suitable device and accuracy shall be satisfactory to the Agency Representative Documentation of the television results shall be as follows A) Television Inspection Logs Printed location records shall be kept by the Contractor during the course of inspection and will clearly show the location in relation to an adjacent manhole of each infiltration point observed during inspection In addition other points of significance such as locations of building sewers unusual conditions, roots (light medium or heavy) , storm sewer connections broken pipe presence of scale and corrosion and other discernible features will be recorded and a copy of such records will be supplied to the Agency a 1) The Contractor shall present to the Agency all video tape recording cassettes recorded during the period along with instant video pictures taken during the inspection process The Contractor shall also present an itemized typed list of all lines inspected for the period Such list will identify Run #, Date Inspected Location of Inspection and Footage Inspected A typed list of all problem lines shall also be presented to the Agency indicating the kind of problem encountered -115- a 2) At the conclusion of the contract and prior to final payment from the Agency the Contractor shall present three typewritten copies of the Final Report to the Agency The report shall have indexes that include 1 ) List of Lines Inspected in Order of Inspection This list will show the line inspected date of inspection footage inspected video tape cassette number 2) Alphabetical Listing of Lines Inspected for Agency ease in cross referencing all data Such a list will include map page numbers line inspected, footage inspected and reference to Run # 3) List of all Runs in numerical order and sorted by Map Page numbers for cross-referencing all data Such a list will include map page numbers line inspected footage inspected and reference to Run # 4) List of problem sections from M H to M H sorted by rating based on severity of the problems and sorted by Map Page numbers indicating problems found in each section i e roots (light medium or heavy) offset joints, cracks grease and other problems that should be brought to the Agency's attention Prior to the Contractor formulating the report the severity ratings for each type of problem shall be reviewed and approved by the Agency The purpose of the severity rating report is to give the Agency an indication of which lines require rehabilitation The severity rating of each line shall be the total of the severity ratings for each type of problem found within that line Such a list will include map page numbers line inspected and reference to Run # 5) A complete typewritten log for each Run inspected which will include Date inspected time inspected Run number Map Page number size of pipe street reference manhole to manhole addresses video tape cassette number reference identification on video tape indication of direction of camera footage inspected inspector s remarks on line condition footage location of problem encountered quadrant location of problem indication of kind of problem -- lateral off-set joint roots (light medium or heavy), grease cracks, sags -- along with written explanation of problem The Contractor shall also tabulate the number of building lateral connections found root intruded areas, distance readings for sags found and total number of cracks found 6) At the time the written logs and indexes are presented to the Agency the Contractor is to give a verbal report explaining how to interpret the material along with a summary of problems found in the sewer lines that should be brought to the Agency's attention, and recommendations for solving problems B) Photographs Instant black and white video copy processing electronic image reproduction from the television screen shall be taken of severe prcblems -- cracks major root masses unusual debris obstructions -16- C) Videotape Recordings The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed Videotape recording playback shall be at the same speed that it was recorded Slow motion or stop-motion playback features may be supplied at the option of the Contractor Title to the tape shall remain with the Agency at the completion of the project The Contractor shall have all videotapes and necessary playback equipment readily accessible for review by the Agency during the project The videotaping process shall take place on a VHS format recorder A-4 TRAFFIC CONTROL AND LOCAL AGENCY JURISDICTION The Contractor shall obtain a permit from the local agency having jurisdiction over the areas where the sewer lines are being televised The local agencies where lines may be located are the City of Costa Mesa City of Newport Beach County of Orange and the State of California The Contractor is responsible for providing the local agency with plans or documents that are necessary to obtain the permits (i e traffic control plans, detour plans, etc ) A-5 SAFETY REQUIREMENTS The Contractor shall conform to the latest OSHA requirements while working in the manholes and sewer lines and shall abide by the Work Area Traffic Control Handbook (WATCH) the Manual of Warning Signs Lights and Devices for use in performance of Work Upon Highways and the local agency's directives for traffic control and safety -17- SCHEDULE A CMSD 1125 - TELEVISING SEWER LINES AREA 1 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 1 El Camino Dr 8-(175-178) 1 020 (E/o Monterey to Mendoza) 2 El Camino Dr (178-182) 986 (Fairview to E/o Monterey) 3 Mission Dr (183-190) 1 317 (Ballow to Monterey) 4 Monterey Ave 190-191-180-192-193 945 (Mission to Salvador) 5 Salvador St (193-195) 804 (Monterey to W/o Lorenzo) 6 Salvador St. 196-197 373 (Lorenzo to W/o Lorenzo) 7 Corona Ln 194-(198-200)-176 1 228 (Salvador to El Camino) 8 Lorenzo Ave 172-197-201-175 781 (Salvador to El Camino) 9 Ballow Ln 184-202 330 (S/o Mission) 10 Miguel Ln 185-203 190 (S/o Mission) 11 Alanzo Ln 186-204 190 (S/o Mission) 12 Regis Ln 187-205 190 (S/o Mission) — 18 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 1 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 13 Anza Ln 188-206 190 (S/o Mission) 14 El Rio Cir (207-210) 525 (El Camino to OCFCD) 15 Grace Ln (211-213) 645 (S/o Baker) 16 Sewer Line 5-214 200 (Mission to Pump Station) 17 Sewer Line (214-217) 728 (Baker to Pump Station) 18 Sewer Line 38-173-(218-220) 1 100 (S/o Presido) 19 Sewer Line 218-221 320 (S/o Presido E/o Junipero) Total 8 Sewer 12 062 TOTAL 12 062 - 19 - AREA 1 2/ I ;A C2 C2 14 4 11 I n i 4 2vZ F C2 o M I � ` ' • c I ti 1t2i61 p SEwsa OvM,o ii ° d / 8 i 8,SrmT/ON NP/ �. �• 0 e c r- c n C.4 scu % • • •4 w°, :S . /1"I/SS O, t._ - 6 I1. °g --N N L, ^ N _ W \ R }ZiQ • w° • Z • ] 0 A ', 2.°6 Q�tc a iaq 203 _ a W • el Q ; I ii. , ` I it Q CAM/NO _ I I• •x R al �1 ) y IIYs Iag• CORONA Z.A/ / / l I ' Go ref Als. . rt&I il,i k: p:? I SAL 1/41Z)10,4 10 sr • a 1R5 . R I v --t— -- 97 I - X% i I CN I 1 RI co o .. 1 tN ,1 i RI Q } � h COSTA MESA NJ a 1 rt. HIGH PREC/Dc I RI —\---M.4r - 20 - AREA 1 7. 1 , iofao • t- = 7. c ,r4.E „ N w • m N/ - d \/' -22.1•1 ` \ j J, .`r., \ -r • \\ f FP \ • Is a e a i 2 0 LI CI It N. \ o c\� 4e-I d PV5I 11119 2 y u et O ��� a an • a ' G / ° ` pQt - \ -_JCnStflc d/_J 2i G o. A -S43-'4 �P CF' z y \ I ; a 7 } Jp . . NI' ON'O\' r i, I! I 5°�p \� p5 y I N j N N CC \\ u U Cr ' 8 �� \c/`' `' 1 / b��y FP a I i I .• 1 J j Z. i I / o° \� of -J • . S\ /ie PAGE \� • c.74 l. / °.1 °� I ` , \ ' \�P \m ,ai • • N N• - \�\� . , � Cr � s roy 2 I ? N: 77/7/1 G \P • n\ \N .. 4-51• i% I .> CL f I CC . ? \\ — 21 /// 1 il! ° li CC SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 2 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 1 Wilson St North, 10' 5 869-(1-16) 3 596 (Harbor to Fairview) 2 Fairview Rd (16-18) 488 (Wilson to N/o Wilson) 3 Fordham Dr 6-19-20 430 (Wilson to Joann) 4 Cornell Dr 7-21-22 438 (Wilson to Joann) 5 Rutgers Dr 9-23-27'-24 510 (Wilson to Joann) 6 Joann St 26-22-24-25 590 (Fordham to E/o Rutgers) 7 Joann St 35-28 100 (W/o Colgate to Colgate) 8 Joann St (28-31 ) 701 (Colgate to Columbia) 9 Columbia Dr 34-(31-33) 550 (N/o Joann to Wilson) 10 Colgate Dr 28-36-11 510 (Joann to Wilson) 11 Avalon St 38-37-29 430 (Wilson to Joann) 12 College Dr (39-45)-186 1 845 (Wake Forest to Fair) — 22 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 2 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 13 Wake Forest Rd 46-39-47 236 (W/o College to Fordham) 14 Fordham Dr (48-54)-187 1 844 (Wake Forest to Fair) 15 Cornell Dr (55-59) 970 (Wake Forest to Villanova) 16 Rutgers Dr (60-64) 970 (Wake Forest to Villanova) 17 Colgate Dr (65-69) 1 133 (Wake Forest to Villanova) 18 Notre Dame Rd (70-73) 869 (Amherst to Villanova) 19 Villanova Rd 52-59-64-69-73 1 025 (Fordham to Notre Dame) 20 Amherst Rd (74-76)-70 789 (E/o Columbia to Notre Dame) 21 Wake Forest Rd (77-79)-65-80 1 105 (Fairview to W/o Colgate) 22 Wake Forest (81-83)-48 653 (E/o Rutgers to Fordham) 23 Tulane Rd (84-86)-71 825 (E/o Columbia to Notre Dame) 24 Columbia Dr (87-87A-89) 520 (Tulane to Loyola) — 23 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 2 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 25 Dartmouth P1 88-93 180 (E/o Columbia) 26 Loyola Rd (91-89)-92 688 (Villanova to Fairview) 27 Villanova Rd (94-96) 501 (Notre Dame to Loyola) 28 Loyola Rd (96-98) 392 (Villanova to N/o Nassau) 29 Nassau Rd 97-99 345 (Loyola to Duke) 30 Duke P1 99-100-191 405 (Nassau to Fair) 31 Nassau Rd (101-104)-53 1 022 (Duke to Fordham) 32 Andover P1 105-190 281 (Nassau to Fair) 33 Bowdoin P1 106-189 281 (Nassau to Fair) 34 Vassar P1 107-188 281 (Nassau to Fair) 35 Littleton P1 108-111 325 (N/o Villanova) 36 Villanova Rd (108-110)-203 560 (Littleton to Fair) - 24 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 2 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 37 Littleton Cir 108-112-113 420 (E/o Villanova) 38 Purdue Dr 110-114-115 379 (E/o Villanova) Sub-total 8 Sewer 23 591 10 Sewer 3 596 TOTAL 27 187 - 25 - AREA 2• • f fj • MERR/MAC WAr .; f M1 / III �- j� / � f� :it " / ibi '_LM% L ___--^ `• f MN A R I o: 0 tx . 8,_,rN R I I• CI RII 1.24_lit I wow►.• �.y ,.-[1fliIRgfiyc1R1 .- m ', — ? -- - -- ��1�y, • FZ, I� ��S_ g : fry _ Y y t kJL.: i4 ' ilIRI pia q��J a CI ax A8-—2 f i yy - l 4 cc 1 ••' I .C I t I o v“.IANOV- I c pm, .e = I I - } 1 '3 T 't I 90 ..• V iI ” ski, 1 I t ` 4 FAIRVIEW �. I ft - ' L 1 8 ti �� SCMO0l 6S n i ` h aa,Htv,N `. k I R . I.� . .• - - 9\ 6 2' tali i 9 7s q8 Z _ , .5 I51 Ih M - i 11 I � - - T.h_�✓O.4NN 35 ST 34 .. t IQ o , I2 fa I' srct • C n•• C I 4R 2 okV/L. ON Io I9 R � I ' R I F Il II 18 1 . Z 21" I it LI h ZI" �• .� ` — 26 - .. 1 :. Ei• — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 7 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 1 Swan Dr (210-213) 980 (E/o Sand Piper) 2 Swan Dr (213-216) 824 (Estancia to Phalarope Court) 3 Phalarope Court - 10 213-(217-219) 427 (N/o Swan) 4 Phalarope Court (219-222) 965 (N/o Swan) 5 Sewer Line - 10 219-223 265 (Between Phalarope & Mandarin) 6 Mallard Dr 10 (223-225) 570 (Mandarin to Flamingo) 7 Flamingo Dr (226-229) 580 (Sandpiper to Mallard) 8 Sandpiper Dr (229-230) 270 (Flamingo to Goldeneye) 9 Sandpiper Dr - 10 (230-233) 850 (Goldeneye to Swan) 10 Swan Dr 233-234 215 (E/o Sandpiper) 11 Mandarin Dr 223-(235-237) 857 (Mallard to Sandpiper) 12 Goldeneye P1 - 10 224-238-239-230 800 (Mallard to Sandpiper) - 27 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 7 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 13 Sewer Line 238-226 270 (Goldeneye to Flamingo) 14 Flamingo Dr 240-225-226 295 (E/o Mallard to W/o Mallard) 15 Sewer Line 226-241 170 (Flamingo to Adams) 16 Albatross Dr - 10 (242-244) 456 (Adams to Pelican) 17 Albatross Dr (244-246) 697 (Pelican to Swan) 18 Flamingo Dr 243-(247-249) 983 (E/o Albatross) 19 Pelican P1 244-250-254 611 (E/o Albatross) 20 Gannet Dr (250-253) 639 (Sanderling to Pelican) 21 Sanderling Cir 253-255 321 (E/o Gannet) 22 Sewer Line 255-256 290 (Between Sanderling & Cardinal ) 23 Killdeer Cir 252-257-258 385 (E/o Gannet) — 28 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 7 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 24 Sewer Line (258-261 ) 357 (Between Killdeer & Tern) 25 Tern Cir (261-263) 460 (N/o Estancia) Total 8 Sewer 10 169 Total 10' Sewer 3 368 TOTAL 13 537 — 29 — AREA 7 p L/-It ki T AVC F j "T ` it J \11 f /O SEWAr'Qr n19 SAC PRESSUREL/NE Ili ' ` N S-85-I.1 .- _ _ L— -- ADAMS /0 , • • • . • Y 4 229 • —+� •o pia ,c. }° FLAM//v60 o,4z4B • -3 2 FL4M/NGO • — at "O 1`���---24] � I \ j 1 `� Z t 1 C, 13 GOLDENEYE • Z 9 l ea/CAN GL 1 `, n . 1- P,� 1 7� • f... . .� w OOH • �- • - -f q �j ; -/[�� • •c 0 0 1 9 /o, h cz j 9 4 •\ v F Wei 238 =� �¢ �°\\ °,:.��iS/ 2S9•+ 60 ��/ Zk3/ M4NLi4R/N OR. t. .4 R \ X/4iOEM 1'P / kit et # • • y 2. ?�_. 213 '44 252,Q • _ ;► C/" Q.0` • 9. 4. 36 235 �, !� 2S8/ C) • / • G 2 2z/ {22°_► °I 2/. �\ Z\ ` • $AIVDERC/NG / aft' Q �° 92 P o • • 2l8 �— • • 256 CI l d PIf9L 9R0,?E Covar � ' OR. 1 Q• .571/4 41 OR ��• l7 • •• • --- L-- __gest: • t '- • Q•233 Z 2/0 2/L 2' 22/4 / 7%6 WAN Cu"' v .f 1 - 30 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 8 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 1 Ludington St (1-4) 671 (Pierpoint to Traverse) 2 Traverse Dr 2-(5-11 ) 1 977 (E/o Ludington to Sturgeon) 3 Sturgeon Dr 3-(12-18) 1 600 (E/o Ludington to Pierpoint) 4 Pierpoint Dr 4-(19-24) 1 755 (E/o Ludington) 5 Manistee Dr (24-28) 1 389 (N/o Paularino) 6 Manistee Dr (28-30) 402 (Paularino to N/o Paularino) 7 Ludington St (31-34) 701 (Paularino to Marquette) 8 Marquette Cir 31-35 195 (E/o Ludington) 9 Grand Haven Cir 32-36 195 (E/o Ludington) 10 Fayette Cir 33-37 195 (E/o Ludington) 11 Paularino Ave 30-40-34-38-39 921 (0CFC0 to Manistee) 12 Enterprise St 38-(41-43) 826 (Baker to Paularino) - 31 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 8 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 13 Baker St 43-44 162 (W/o Enterprise) 14 Baker St 43-45-46 553 (E/o Enterprise) 15 Baker St North, 10 47-48 288 (E/o Bristol ) 16 Baker St South (49-51 ) 272 (E/o Bristol ) 17 Bristol St. (51-54) 555 (S/o Baker) 18 Bristol St (55-57 ) 573 (Bear to Randolph) 19 Bristol St (57-59) 375 (N/o Randolph) 20 Randolph Ave 57-(60-62) 612 (E/o Bristol ) 21 Randolph Ave 57-(63-67) 1,215 (Bristol to Baker) 22 Clair St 64-(68-70) 325 (W/o Randolph) 23 Sewer Line 68-71 149 (S/o Clair) 24 Century P1 (72-74) 681 (S/o Baker) - 32 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 8 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 25 Baker St 75-76-74-77-67-78-48 1,473 (W/o Century to Bristol ) 26 Jeffrey Dr (79-83) 940 (Baker to Paularino) 27 Jennifer Ln 82-84 280 (E/o Jeffrey) 28 Paularino Ave 85-83-86-87 570 (W/o Platte) 29 Paularino Ave 87-88 328 (E/o Platte) 30 Platte Dr 87-(89-91) 698 (Paularino to Roanoke) 31 Sewer Line 10 92-93 160 (Olympic to Gisler) 32 Yellowstone Dr (93-97)-102 839 (Olympic to Allegheny) 33 Trinity Dr (97-101 ) 1 037 (Paularino to Yellowstone) 34 Allegheny Ave (102-105) 603 (Yellowstone to Canadian) 35 Olympic Ave 93-(106-108) 665 (Canadian to Yellowstone) 36 Canadian Dr 105-109-107 535 (Olympic to Allegheny) - 33 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 8 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 37 Hudson Ave (109-111 )-96 818 (Canadian to Yellowstone) 38 Roanoke Ln 112-113-91-104 696 (S/o Allegheny) 39 Sewer Line 108-(114-116) 563 (S/o Olympic W/o Canadian) 40 Paularino AVe 101-(117-120) 850 (Trinity to OCFCD) 41 Sewer Line 117-121-122 480 (N/o Paularino E/o Trinity) 42 Bristol Ave 51-48-123-124-119 838 (Paularino to Baker) 43 Sewer Line 12 47-(125-128) 1 152 (Baker to Paularino) 44 Sewer Line 21 (129-131 ) 430 (N/o Paularino) 45 Sewer Line 21 (132-136) 1 104 (Gisler to N/o Paularino) 46 Anton Blvd - 15" (137-142) 1,643 (S/o Sunflower) 47 Anton Blvd 143-144 238 (E/o Sakioka) 48 Sakioka Dr - 15" (144-150) 1 510 (Anton to Sunflower) - 34 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 8 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 49 Sunflower Ave - 15 150-151 182 (W/o Sakioka) 50 Anton Blvd (152-156) 791 (Ave of the Arts to W/o Sakioka) 51 Avenue of the Arts - 18" (156-161 ) +-1 500 (Anton to Sunflower) 52 Sunflower Ave - 18 161-162-163 47 (@ Ave of the Arts) 53 Center Dr 159-(164-166) 532 (W/o Ave of the Arts) 54 Town Center (167-169) 629 (Bristol to Park Center Dr ) 55 Sunflower Ave (170-172) +-390 (W/o Park Center) 56 Sewer Line (173-178) 1 705 (So Cst Plaza W/o Bristol ) 57 Sewer Line - 10 (179-181 ) 390 (So Cst Plaza, S/o Sunflower) 58 Sewer Line - 10 181-(183-186) 595 (So Cst Plaza S/o Sunflower) 59 Sewer Line 181-182 115 (So Cst Plaza S/o Sunflower) 60 Sewer Line (187-193) 1 159 (So .Cst Plaza, E/o Bear) - 35 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 8 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 61 Sewer Line 188-194-195 430 (So Cst Plaza E/o Bear) 62 Sewer Line - 12 (194-196) 370 (So Cst Plaza E/o Bear) 63 Sewer Line 195-197 190 (So Cst Plaza E/o Bear) Total 8 Sewer 34 691 10' Sewer 1 429 12 Sewer 1 522 15 Sewer 3 335 18 Sewer 1 547 21 Sewer 1 534 TOTAL 44 058 - 36 - AREA 8 ri'-../ • _c � . 4 •Isr•i �� • s I I. ° o / i LJ ' f i ••L Z tj Cc Cr III x •�- - _• Q O E: 6 11_ :± m t o e $ 1 cJ _s M N01�Qfl7 Q 4, 11 + \ G 1t 33/d \ M ' 4d31N� + + _— f- , . . I'm w• ,� e • a L• O t. • Vi - � j ,i: O Q U I r. r" \ 1Q Ly a --Q NI� {I o1S12l8 s<< ul . 4 .r. i —C\J -- t c,- 'isk gi- a- — el Cs 1 1 , ...1 1i • - t•:_-_- (, . • • ~• -- . I III I�/ M Q 1.L. �. I .. • nY/.'dsoc7nfry }� \i�f \� •I it vl — ,,. . s` ..• I Q I j _21.15, 7 _i.'Jf'ON = j ��- O JvbiOt/ d0 X11°7d l■r Al _ -_ co • f- er .:.—rex�c_ �—.. .IJM•t ' c 2 a'thlar I i 37 - 1111141' , eni t ` y :^` rs- 5 - 7;r7 1 144 Ei re Vs 5 T \ 7 1 188 Ig( � • AREA 8 ill 1 I tgq Iqt N2- 1$1 A - Iqo` Q— i 143 156 f t85 e9 T i ,� w lea .---_l� �z Q S°_'VE2 7UMP g i & iqs Ia4 -S,A N4 13 1, 1 t — \ 1.74 f 175 176 ;L 1`73 e. TO%.- 1 .crag ,AL ...r_ii.....15_ ---------- Its I.61 >1 I/1 II 1M r IZ ° f 7 I g 167 f. i_ / p. , Ib , Any n o (1,"4 A - 1% I 157 1S8 1 I-° 161 . - . •imS1==` AVENUE OF TAE rs- - - 1 ` 155 - 16� I� 163 1 . k5 - 153 157- 194I• - .�q Ig1 g 146, �'`E ISO `- Fta Ere sr sae- 14o - N.. _ 7-Rai-4.0,1-z-wit I q$ 1 7 j Y L O °4%..t 138 13 t • 9 140 % 141- 38 - 9 n 142 .I � - , T=— .. SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 9 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 1 Fuchsia St. (1-5) 891 (Sunflower to Begonia) 2 Azalea Dr 2-10-6 641 (Fuchsia to E/o Fuchsia) 3 Azalea Dr (6-9) 946 (E/o Fuchsia to Begonia) 4 Begonia Ave 9-(11-13) 651 (Azalea to Lantana) 5 Goldenrod Dr 15-14-11 452 (Lupine to Begonia) 6 Goldenrod Dr 15-17-18 450 (Lupine to Plumeria) 7 Lupine Cir 15-16 170 (W/o Goldenrod) 8 Plumeria P1 (18-20) 567 (Begonia to Goldenrod) 9 Begonia Ave 20-5-21 370 (Lantana to Fuchsia) 10 Fuchsia St. 21-22 255 (Begonia to Carnation) 11 Carnation Ave 22-23 125 (W/o Fuchsia) 12 Carnation Ave (23-26) 750 (E/o Fuchsia) - 39 - SCHEDULE A CMSD 1125 - TELEVISING SEWER LINES AREA 9 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 13 Lantana Ln 13-25 250 (Begonia to Carnation) 14 Fuchsia St. 23-(27-29) 880 (Carnation to Dahlia) 15 Dahlia Ave (29-33) 1 172 (Fuchsia to Larkspur) 16 Marigold Cir 31-34-35 550 (N/o Dahlia) 17 Wisteria Cir 32-36-37 519 (N/o Dahlia) 18 Bagonia Ave (38-43) 705 (Fuchsia to Smalley) 19 Geranium St 39-44 286 (S/o Begonia) 20 Lavender Ln 40-45-46 431 (Begonia to Poppy) 21 Poppy Cir 46-47 350 (E/o Lavender) 22 Secretariat Cir (48-50) 551 (E/o Smalley) 23 Secretariat Cir South 49-51-52 310 (E/o Smalley) 24 Damascus Cir (53-56) 576 (E/o Smalley) - 40 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 9 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 25 Venetian Dr 54-57 290 (Damascus to Cannonade) 26 Cannonade Cir (57-59) 390 (E/o Venetian) 27 Santa Rosa Ave (60-63) 673 (Smalley to Santa Clara) 28 San Marino Cir 61-64 362 (N/o Santa Rosa) 29 San Rafael Cir 62-65 362 (N/o Santa Rosa) 30 Santa Clara Cir 63-66 313 (N/o Santa Rosa) 31 Santa Clara Cir 63-67 190 (Santa Rosa to Jan Jose) 32 Santa Clara Cir (67-70) 850 (San Jose to Salinas) 33 Vallejo Cir (71-73) 422 (W/o Smalley) 34 San Pablo Cir 74-75-43 424 (W/o Smalley) 35 Santa Cruz Cir (76-78) 426 (W/o Smalley) 36 Salinas Ave 81-70-79-80 798 (W/o Santa Clara to San Leandro) - 41 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 9 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 37 Turlock Dr (82-86) 791 (Salinas to Redding) 38 Redding Ave 91-86-92-93 748 (Visalia to San Leandro) 39 Visalia Dr (87-91) 927 (San Leandro to Redding) 40 Tulare Dr (94-100) 1 729 (Salinas to San Leandro) 41 Sewer Line 97-101 160 (Tulare to So Coast Dr ) 42 Salinas Ave 102-103-94 279 (E/o Tulare) 43 Salinas Ave (104-107)-94 516 (Wimbledon to E/o Tulare) 44 Carmel Dr (107-109) 351 (S/o Salinas) 45 Wimbledon Way (110-114) 576 (S Cst Dr to Summerset) 46 Summerset Cir (114-116) 282 (W/o Wimbledon) 47 Summerset Cir (116-118) 481 (N/o Princess) 48 Sewer Line 116-119 218 (Summerset to Fairview) - 42 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 9 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 49 Princess Ct. 112-120 310 (Wimbledon to Summerset) 50 Debra Dr 81-121-122 503 (Deedee to Santa Clara) 51 Deedee Dr (122-125) 543 (Debra to Dana) 52 Dennis Dr 123-126-127 409 (E/o Deedee) 53 Danielle Dr 124-(128-130) 555 (E/o Deedee) 54 Dana Dr 125-131 338 (E/o Deedee) 55 Danielle Dr 132-133-124 +-320 (Wimbledon to Deedee) 56 San Jose Ave (134-136)-67 570 (W/o Santa Clara) 57 Kings Ct 136-137 182 (S/o San Jose) 58 Kingston St (138-141 ) 663 (Windsor to Wimbledon) 59 Windsor Cir (142-144) 616 (Kingston to Wimbledon) 60 Wimbledon Way (146-148)-141-145-144 1 234 (Sunflower to Windsor) — 43 — SCHEDULE A CMSD 1125 - TELEVISING SEWER LINES AREA 9 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 61 Wimbledon Way 144-114 265 (Windsor to Summerset) 62 Queens Ct (148-150) 396 (N/o Wimbledon) 63 Sewer Line 93-152-151-29 795 (San Leandro to Fuchsia) Total 8 Sewer 33 105 TOTAL 33 105 — 44 — Suez6a — y/INa»a ca. I N.• o o � • At, w- s = —1,rsks-74- Niii 1\ II ir i .11- - ...‘, -sa • . 1 MMM F --I N DE?ACE w• �e _ F (n i �' • 44C D2.r' • I t E :. D '1" M '� i a Imo • / • • ,' P .. ' L - .13 ' R C 7 � • —' �• _._�_ per.o ; _ ;:i5 - ti i . • , lariiii N I • n — • • fig. • el A oo < •.. .� — m an •• • ••� a • �O a it.I � ) 1 D 11 !f1 a r � N p g• I •ioo iv F t" A . Ii -! `� J) • `,1 nf��f�N�O�Lir Is, 1 't m •`• I •I l 1 it ^ a, a gip. - --_-ea •u.=.- .2- a -- -- a --.- •, •.'4.a • —•-- •� •_.- /S LEA✓D¢a W. `• e• � d`SNAG 0� • vEn'Fr:i �C, +CAL Y 4.7 ti TRLf -y. - . :Li 0 c ni r. •, • z I - :. ,_.; FU€NS/A �� r .F P-10/4,4 w N - ry \ MARIGOLD CIR• n • . O 2� � [!f� NI N i- �'. v\ !� , LAN ` NA LN, Do / ^� • 1) 1. I1wISTERIACIR I' • •W r/• _ 477 / O0 L4RIC9PUQ ST Z m IV C• /I/ f ' Va r I , p t D t --- r b � a • e 3 • 4. • \\ IJ3yImit - ` • • • ` . —.J 1 • .1 „ + + 1 • �. •se . • —_ .r_ r$EARr— -- - .111 STREET - . • •-•-- • AREA 9 - 45 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 13 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 1 Yukon Ave (1-7) 1 240 (Gisler to Klondike) 2 Yukon Cir 7-8 110 (S/o Yukon Ave ) 3 Tanana P1 3-(9-11) 772 (E/o Yukon) 4 Mackenzie P1 4-12-13 611 (E/o Yukon) 5 Peace P1 5-14-15 596 (E/o Yukon) 6 Klondike St 15-16 80 (Peace to Liard) 7 Klondike St. 7-17-18 295 (N/o Yukon) 8 Prospect P1 17-19 288 (E/o Klondike) 9 Liard P1 6-(20-22) 519 (E/o Yukon) 10 Cheyenne St (23-29) 1 530 (Jefferson to Paularino) 11 Paularino Ave 29-30 112 (Cheyenne to Helena) 12 Helena P1 30-31 272 (Paularino to Helena Cir ) — 46 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 13 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 13 Helena Cir (31-34) 370 (W/o Helena P1 ) 14 Helena Cir 31-35 142 (E/o Helena P1 ) 15 Denver Dr (36-39) 696 (E/o Babb) 16 Paularino Ave (40-43) 588 (Babb to E/o Babb) 17 Paularino Ave 43-44-29 490 (Helena to E o Babb) 18 Hayes Ave 45-46 183 (Paularino to Lansing) 19 Lansing Ln (46-49)-27 826 (Hayes to Cheyenne) 20 Hayes Ave 50-51 145 (Lansing to Springfield) 21 Springfield St (51-53)-26 622 (Hayes to Cheyenne) 22 Trenton Way (54-56) 441 (E/o Jefferson) 23 Hartford Way 57-58 282 (E/o Jefferson) Total 8 Sewer 11,210 TOTAL 11,210 — 47 — AREA 13 SISLER- 7 01 TDNA pie °L ACE. : ry t.: °; C I 1\ • ` • O 4C q to itoS • ki I Q HARTFORD 14:3D N4V KENZIE PL 2,e: I c ? 1 a A z • L TRnc 4 Oc� %&r:: . 4 F Ic� 'S7 a Z.Z- SP;'NGFic_s sr F A \ �o RI B` s� S3 \ -t. ". \ •u1 LANS ,u' LIV VI III O—.c {� • 27 til C"� 8 i 4. olle' 41 —0— q dick ‘ . is, • • e. 30 '° 41 It 42 43 4q Zj ..T r -crT IL M I -Si DEh 1�E.? GFc. ,�,� dy •. — Mk 1 31 36 H¢ sZ 3 4 • III Irsi f: MI A I - ® i .i:r BAKER .. d , th-id - 48 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 14 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 1 New Hampshire Dr (1-9) 2 077 (E/o California) 2 Rhode Island Circle 7-10 115 (W/o New Hampshire) 3- Maryland Circle 6-11-12 497 (N/o New Hampshire) 4 Wyoming Circle 4-(13-15) 472 (N/o New Hampshire) 5 Nevada Ave 3-(16-19) 934 (N/o New Hampshire) 6 California St (20-22) 445 (Nevada to Alaska) 7 Hawaii Circle 21-23-24 334 (E/o California) 8 Alaska Ave 22-25-26 75 (Int of California) 9 Alaska Ave (26-28) 390 (Alabama to California) 10 Alabama Cir (28-30) 475 (S/o Alaska) 11 Alabama Cir 28-31 207 (N/o .Alaska) 12 Florida Cir 27-32 261 (S/o Alaska) — 49 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 14 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 13 California St 25-1-33 250 (S/o Alaska) 14 Iowa St. (34-40) 1 610 (E/o New Hampshire to N/o Gisler) 15 Harbor Blvd (41-45) 1 050 (N/o So Coast Dr ) 16 South Coast Drive 41-(46-51 ) 1 670 (W/o Harbor) 17 Sewer Line 43-(52-55) 1 107 (W/o Harbor N/o S Coast Dr ) 18 Cadillac Ave (56-62 ) 1 887 (N/o Scenic to Sunflower) 19 Toronto Way 59-63 420 (S/e Cadillac) 20 Scenic Ave 57-64-65 557 (Cadillac to Howard) 21 Howard Way (65-67) 525 (S/o Scenic) 22 Hyland Ave (68-73) 1 215 (S/o MacArthur to S/o Scenic) 23 Hyland Ave 73-74 247 (S/o Scenic) 24 Sewer Line 69-75-76 519 (W/o Hyland) - 50 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 14 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 25 Sewer Line (77-80)-84 807 (W/o Harbor Gateway) 26 Sewer Line (80-82) 516 (W/o Harbor Gateway) 27 Sewer Line 82-83 135 (W/o Harbor Gateway to E/o Harbor Gateway) 28 Harbor Gateway 84-85 126 (N/o Scenic) 29 Sewer Line (85-89) 448 (E/o Harbor Gateway) 30 Sewer Line 87-98 93 (S/0 Scenic) 31 Sewer Line (90-93) 879 (E/o Harbor S/o MacArthur) 32 Harbor Blvd 95-94-96 480 (S/o MacArthur) 33 Harbor Blvd 94-97 421 (S/o MacArthur) 34 Scenic Dr 99-100 300 (W/o Harbor Blvd ) 35 Sewer Line (100-106) 1 534 (Scenic to Sunflower) 36 Sunflower Ave 105-107 125 (W/o Harbor) — 5:1 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 14 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 37 Sewer Line 108-109 139 (E/o Hyland S/o Scenic) 38 Sewer Line (110-114) 1 107 (Hyland to Harbor Gateway) 39 Sewer Line (114-119) 820 (N/o Sunflower E/o Hyland) 40 Sewer Line 115-120-121 +-700 (E/o Hyland) 41 Sewer Line 112-122 140 (E/o Hyland S/o Scenic) 42 Sunflower Ave 62-123-124 409 (E/o Cadillac) 43 Sunflower Ave (124-127) 1 055 (W/o Hyland) Total 8" Sewer 27 573 TOTAL 27 573 — 5.2 — AREA 14 Cl. , .g o 9 qt • z1 '-q 78 ai• • ' a. q2 • 2 j L • '° _ O 79 —VS • ` i6t 9 5'1 r e: . • sceN ANA, • 100 a 64 — ^r tS4 i �.p �s �i 1 I` °" 0 I 4r f4 M c*j p151p • •ioi 6-T og 1 a�'ig /4p �/t "4'41-to�` % H rall`p r U3'�/iz ti/ 1°2 •os 6a �' yi 63 �C �,� /20 /2/ 3 61 • �� 74 1•/5 / } j �oj .r, %6 aI ` _ 62�• ; �r�/�✓agSTNFt.°W. /L6` /27 Us • /7 94 am IOr,4 7— : _ - • �may^ � ` 1 \ I__ /� �4 _ a Toi ,) g '{;`` Lc l'ek. t .E ,irt� I I` 1. A3 , z • w a4r I s•♦ Iv it 3 43,. ti P a E . c7 11 I -: * i�- 7 r o4 it �,. �_ o , I I 9 4�` ci .j ��' ryCw r♦..r+Hize� � iz�.... • cia.�. > T ° �- ORANGE �� • - 4 , , /O{'VA \ 6`S�vE �� _.....-\.. ® •- ` -es, CM::, GR:-Sq i . COUNTY i 4e% 4eCtONTRCL41 46 41•� ee 4g 4 � • ■e ♦. n$ • X39 arc i"�"-'4k or o \ ,,,` WQ , 1 e.at �t-. 1 . �,m (2v ar -nit. —et , ,0„:„.„.....„ �_ tics,. i - 53 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 19 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 1 Garlingford St. (1-4) 865 (College to Killybrooke) 2 Killybrooke Ln (4-6) 580 (Garlingford to Stonefield) 3 Stonefield St (6-9) 540 (Killybrooke to Limerick) 4 Londonderry St (10-16) 1 338 (Sharon to Bary) 5 Sharon Ln 7-17-10 594 (Stonefield to Londonderry) 6 Limerick Ln 9-18-11 594 (Stonefield to Londonderry) 7 Killarney Ln 19-20-12 593 (S/o Londonderry) 8 Kerry Ln 19-21-22-13 864 (S/o Londonderry) 9 Cork Ln 23-24-15 594 (McCormack to Londonderry) 10 McCormack Ln 23-25 378 (Cork to Fairview) 11 Bray Ln 26-27-16 530 (McCormack to Londonderry) 12 Belfast Ave (28-35 ) 1 750 (Killybrooke to Fairview) - 5 4 - SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 19 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 13 Conway Ave (36-38) 490 (Warren to Killybrooke) 14 Killybrooke Ln 38-28 147 (Watson to Belfast) 15 Warren Ln 39-30-8 632 (Conway to Stonefield) 16 Conway Ave (40-46) 1 471 (Warren to E/o Loren) 17 Donnybrook Ln 41-47-48-31 670 (Conway to Belfast) 18 Fernheath Ln (49-51 )-32 651 (Conway to Belfast) 19 Murray Ln (52-54)-33 801 (Conway to Belfast) 20 Loren Ln (55-58)-34 969 (Conway to Belfast) 21 Dorset Ln 56-59 249 (E/o Loren) 22 Donegal P1 57-60 236 (E/o Loren) 23 Parnell P1 58-61 236 (E/o Loren) 24 Baker St (62-70) 2 063 (College to Watson) — 55 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 19 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 25 Baker St 70-71-72 199 (E/o Watson) 26 Shannon Ln 73-74 312 (College to Watson) 27 Killybrooke Ln (75-80) 1 047 (Baker to Watson) 28 Royce Ln (81-84) 857 (Baker to Watson) 29 Warren Ln (85-88) 722 (Baker to Watson) 30 Donnybrook Ln (89-91 ) 570 (Baker to Watson) 31 Fernheath Ln (92-94) 410 (Baker to Watson) 32 Murray Ln (95-97) 260 (Baker to Watson) 33 Watson Ave (98-102) 1 042 (Warren to S/e Murray) 34 Watson Ave 103-104-80-105 365 (Warren to Killybrooke) 35 Watson Ave (106-108) 460 (Killybrooke to College) 36 Galway Ln 110-77 230 (College to Killybrooke) - 56 - SCHEDULE A CMSD 1125 - TELEVISING SEWER LINES AREA 19 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 37 Watson Ave (111-113) 406 (College to Dublin) 38 Dublin St (114-116) 413 (S/o Watson) 39 Shamrock Ln (117-119) 412 (Dublin to Watson) 40 Logan Ave (120-127) 2 013 (College to McClintock) 41 McClintock Way (127-129)-70 470 (Logan to Baker) 42 College Ave 108-109 141 (N/o Watson) 43 College Ave (130-138)-108 2 156 (Village to Watson) 44 Dale Way 139-140-131 688 (W/o College) 45 Gisler Ave (141-143) 410 (W/o College) 46 Sewer Line (143-147) +- 540 (Gisler to College) 47 College Ave 147-1-148 +- 330 (S/0 Gisler) — 57 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 19 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 48 Peterson Way (149-153) 1 407 (S/o Adams) 49 Sewer Line (154-160) 1,435 (S/o Adams E/o Peterson) 50 Adams Ave 161-153-162-163-160-164-165 1 055 (E/o Peterson) Total 8 Sewer 36,185 TOTAL 36 185 — 58 — i. • 4. CI�'Z 'w t , W RI I- li —Id=: _- . —'SRI 146 '.,t y I T 4• KILYBRO OK• . . 4- ,°I r SCHOOL , u 19 - 1 `0' o�°C p R �' �N O I . 11".`. . !_.R 1 . . PELFic.Sr- ay c v yzf, A ii," Qee+R I : 'gib - R 14 . 4 i I, R I ; o --Pi*, 3 RIB. .�, . •,� 44 -9,... R RI R 3 Ij6 • / % •'n . 4 o-? / , ,,R, 1 p 1-• :: ---... lel . ..... . u / - , • I o 3 .ii, & t.,Z Q , R1, lt,k:-. •c r •� ,_4z CI R . r, 4 � 1) �� 4 tr :.RI • . 1 s r . - 66 2 .5 �= - •3 BAKER R 4 • ST -=--- �1jL •• il,i on«C I rvA✓ •. c • } 131 I ' i'tt o M 140 C . 12o LO6A// 12z 123 I24 17-CAVE M I .�-- 21 I j_IASIisti*WR RE H OUSE gvE�t/`E ti I a : `� /B• 1 I 11 Si muu4 • S • 1 II • 1 • /B•, s 1 v e t ( Pry c/ 4 III•lids • •.ASP ! .p K9 Nt''b jflR3f 1 } COAST COLLEGE owl 1 � - 151, laR c. • 1 AREA 19 �9 t : C I •149 154 ' A . 1 SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 20 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 1 Clinton St 1-2 536 (W/o Airway) 2 Clinton St. 1-3 350 (E/o Airway) 3 Airway Ave 1-(4-11 ) 1 915 (Clinton to Kalmus) 4 Airway Ave 11-12 177 (N/o Kalmus) 5 Sewer Line 7-13-14 420 (E/o Airway) 6 Sewer Line 5-(15-17 ) 717 (E/o Airway) 7 Sewer Line 15-18-19 327 (In easement) 8 Kalmus Dr 11-20-21 722 (Redhill to Airway) 9 Fischer Ave (22-28) 2 087 (Pullman to Airway) 10 Airway Ave (28-30) 354 (N/o Fischer) 11 Sewer Line (30-32) 498 (E/o Airway) 12 Kalmus Dr - 12 21-33-34 615 (W/o Redhill ) — 60 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 20 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 13 Sewer Line (34-36) 672 (S/o Kalmus) 14 Lear Ave 8-37 324 (W/o Airway) 15 Airway Ave 38-39 125 (S/o Baker to Baker) 16 Airway Ave (39-42) 895 (Baker to Paularino) 17 Redhill Ave 43-44 74 (N/o Briggs) 18 Briggs Ave (44-47) 798 (Redhill to Pullman) 19 Pullman St. (4750) 478 (W/o Briggs) 20 Baker St 39-(51-58) 2 050 (Airway to Newport Fwy ) 21 Redhill Ave 53-59-60 700 (N/o Baker) 22 Paularino Ave (61-69) 2 440 (E/o Airway to Newport Fwy ) 23 Airway Ave 70-71 243 (S/o McCormick) 24 McCormick Ave (71-77) 1 580 (Airway to Pullman) — 61 — SCHEDULE A CMSD #125 - TELEVISING SEWER LINES AREA 20 DESCRIPTION MANHOLE LENGTH NUMBERS IN FEET 25 Pullman St (77-79) 335 (W/o McCormick) 26 Pullman St (80-82) 464 (E/o Newport Fwy ) Total 8 Sewer 19,281 Total 12 Sewer 615 TOTAL 19 896 - 62 - AREA 20 -.. 11111, --. 1: ii ( (-- \ • I /1 y`,, Illa / i d «Mati sr ` 10 to f / o- ;/ `•81 -'- 8° - 1 ",*iz 1 t s 1 \ t- 3 l • Y ■f I 1 t� 0 W ■i AVE z • W • gcL� M 'K �� •� ,1 ■ � ® 9t; 6 /3 � ' r - 4 ->° 0 •*� �7 a I d et 3 WI 4- • ®I a.:u4-Qua AY EAsr i 1,._-6q_ 42 IS fit 1 S •4 � is ■1 ■ a, 5-2,3AKER r- S9 SI S II a o vjJ yi ' �. 3b' 11 1 III 7a a 1 ? I¢ T tg'co AVE. 3 3 . ui 3/ �' i 7/1/g\ 4 4 z .�11 46 45" I a ® am 0 -Nit 8• a �b 9 0 a ilk • S\ 0 ® 3 12 ■ 1 ■ e "l;W, '�� �i S 1 2. 0 II 1,Q. u A\l >/ \\ l i ■ ; z // 0 1111/21 i<� E 33,^ ) ;. 0 O ., II 0 3 a 4 Is .3S - �lq/ /6 ® \/e ./7 ft \%.% ®� ; '� Is ®® 63 I CuuTo...Lip. reEET ■)1 • SCHEDIII E A CMSD #125 TELEVISING SEWER LINES P AREA ! 8 10 I 12' i 15' I 1$' i 21 1 1-01-Ai it g 1 q 1?052 I I i II 12,062 11 1 2 1 23,591 3.5% i I ( i it 27,167 II 1 7 i 10,1691 3,3681 I I ;i 13,5371 d 8 d 34,691 1 4a3 i 1 5 22 i 3 335 1 547 1 534 414 0 2 II 9 8 i nn 1 Jl i 522 U.WJ 1 JJY VVG ii d Y 3J.i l'J I I I I A.),I VJ H i i ii d IJ 1 11,210 1 I II 11210 l 14 9 27 573 1 j i ji 27 573 11 1 19 1 36,185 I 1 I II 36;185 II 1 23 1 19 281 615 I 1 19'896 II 1 TOTAL 6 207,867 8.3971 2,137 3,225 1 547 1,524 1 224817 V - 64 -