8.11 Hours of Construction - Construction activitie s shall be limited to the hours of 8:00 a.m. to 6:00 p.m., unless otherwise noted or further restri cted in the Contract Documents, or as directed by t he Engineer. No work shall be done on weekends, holid ays or outside these specified hours, unless otherwise approved by the Engineer. The Contractor shall take into consideration and coordinate time constraints for special events or activities organi zed by the City or other agencies. No mechanical equipment, including hauling or deliveries by truck s, shall start before 8:00 a.m. and all equipment m ust shut down before 6:00 p.m. unless approved by the Engineer.
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8.12 Prosecution of Work - To minimize public incon venience and possible hazards and to restore the streets and other work areas to their o riginal condition and former state of usefulness as soon as practicable, the Contractor shall diligently pro secute the work to completion. If, in the Engineer ’s opinion the Contractor fails to prosecute the work to the extent that the above purposes are not being accomplished, the Contractor shall, upon orders fro m the Engineer, immediately take the steps necessar y to fully accomplish said purposes. All costs for p rosecuting the work as described herein shall be absorbed in the Contractor’s bid. Should the Contr actor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engin eer to do so, the Engineer may suspend the work in whole or in part, until the Contractor takes said s teps. With or without such suspension, the Enginee r may cause such steps to be taken by force account o r by other means at the Contractors expense.
8.13 Suspension of Work - Work may be stopped or su spended in whole or in part for up to ninety (90) days when, in the Engineer’s opinion, t he suspension is necessary and in the interest of t he City. The Contractor shall immediately comply with any written order of the Engineer suspending work.
Such City directed suspension shall be without liab ility to the Contractor on the part of the City.
Suspended work shall be resumed upon written order of the Engineer. An extension of contract time equal to the period of suspension shall be issued t o the Contractor by change order. Any claim by the Contractor for an adjustment of the contract sum or the contract time shall be made within ten (10) working days after the end of the work suspension.
If work is suspended through any fault of the Contr actor, all expenses and losses incurred by the Contractor during such suspensions shall be borne b y the Contractor. If the Contractor fails to prope rly provide for public safety, traffic, and protection of the work during periods of suspension, the City may elect to do so, and shall deduct the cost thereof f rom monies due the Contractor. Such action will no t relieve the Contractor from any liability.
8.14 Default by the Contractor and Termination of C ontrol - As a result of any of the following events, the Contractor shall be deemed to be in default:
(a) If the Contractor is in bankruptcy or makes a g eneral assignment for the benefit of creditors, or
(b) If the Contractor fails to make prompt payment to subcontractors for labor or materials, or (c) If a receiver is appointed on account of the Co ntractor’s insolvency, or (d) If the Contractor fails to provide enough prope rly skilled workmen or enough materials to insure compliance with the construction time schedule, or (e) If the Contractor fails to perform any portion of the work within the timing requirements of the Contract Documents, or abandons the project site, or (f) If the Contractor disregards instructions from the Engineer or violates any provision of the contract, or
(g) If the Contractor fails to replace or repair an y damage caused by the Contractor or its agents, representatives, contractors, subcontractor s, or employees in connection with the performance of the work, or
(h) If the Contractor violates any legal requiremen t related to the work.
In case of default, the City may give written notic e to the Contractor and the Contractor’s bonding agent that if the default is not remedied within te n (10) calendar days or the Contractor does not pro vide adequate written assurance to the satisfaction of t he Engineer that the cure will be forthcoming, the Contractor’s control over the work may be terminated as of the date specified in the written notice.
Upon such termination of control the City may enter upon and take possession of the entire work and may also take possession, for the purpose of co mpleting the work, of all of the Contractor’s tools , equipment and appliances upon the work, and all mat erials on the site or stored off-site for incorpora tion into the work. The City may, at its sole option an d without further notice to anyone, complete the wo rk by day labor, by contract entered into by negotiations , by competitive bidding, by calling upon the performance of the performance bond surety, or by o ther means as the City, in its discretion, shall elect.
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After termination of the Contractor’s control over the work as herein provided, the Contractor shall not be entitled to any further payments under the c ontract until the entire work thereunder has been f ully completed and finally accepted by the City. After such completion and acceptance, if the “unpaid bala nce of the contract price” (as defined in the next para graph) exceeds the sum of the amounts expended by the City in taking over and completing the work, in cluding all managerial and administrative expense incurred by the City on account thereof and the amo unt of all damages incurred by the City by reason o f the Contractor’s default, such excess shall be paid to the Contractor. If the said amount expended exceeds the unpaid balance, the Contractor and his surety shall be liable to the City for the differen ce. At the Contractor’s request, the expense incurred by t he City in taking over and completing the work, and the amount of any damage incurred by the City by re ason of the Contractor’s default shall be audited a nd certified by an independent third party, whose cert ificate thereof shall be binding and conclusive upo n the parties.
For the purposes of the computations required by th e paragraph above, the “unpaid balance of the contract price” shall be the original contract price as adjusted by any change orders issued prior to termination of the Contractor’s control, less all p ayments made on account thereof prior to such termination, and less any and all amounts withheld or paid pursuant to stop notices filed with the Cit y upon claims of subcontractors or others from equipm ent, labor or materials furnished to the work on behalf of the Contractor.
Upon completion and acceptance of the work, the Con tractor shall be entitled to the return of all materials not used in the work, but without claim a gainst the City for loss or damage with respect the reto, and shall be entitled to the return of all his equi pment, tools and appliances taken possession of by the City, but without claim against the City for any ch arge for the use thereof or for usual and ordinary depreciation and wear and tear.
The exercise of remedies provided for in this sub-s ection, for default by the Contractor, shall be in addition to, and shall not be deemed a waiver by th e City of any other rights or remedies due the City under the contract provisions, for default by the Contractor.
8.15 Contractor’s Right to Stop Work or Terminate C ontract – The Contractor may give written notice to the Engineer of intention to stop work or terminate the Agreement, or both if the work shoul d be stopped by order of any court or other public autho rity, through no act, omission or fault of the Cont ractor or any Subcontractor, agent or employee of the Cont ractor, and such work stoppage under such order shall continue for thirty (30) consecutive days from the effective date of such order
If, after the Contractor provides notice to the Cit y of any of the above defaults, the City does not remedy the default within ten (10) calendar days, t he Contractor may stop work and may give the City written notice of contract termination. The Contra ctor may then recover from the City payment for all work executed to date and any loss sustained upon any eq uipment or materials procured for the work prior to the work stoppage. No compensation for loss of ant icipated profits will be provided, however, on work not completed. The Contractor’s right to recovery shal l be subject, however, to the duty of the Contracto r to mitigate all loss or damage so far as reasonably possible.
8.16 City’s Right to Terminate Contract – The City may, at its option, terminate the Agreement, in whole or from time to time in part, at any time by giving notice to the Contractor. Upon such termination, the Contractor agrees to waive any cla ims for damages, including loss of anticipated prof its, on account thereof; and, as the sole right and reme dy of the Contractor, the City shall pay the Contra ctor in accordance with this sub-section. Upon terminat ion, the obligations of the Contractor for portions of the work already performed shall continue.
(a) Upon receipt of a Notice of Termination, the Co ntractor shall, unless the notice directs otherwise, do the following:
1. Immediately discontinue the work to the extent s pecified in the notice.
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2. Place no further orders or subcontracts for mate rials, equipment, services, or facilities, except as may be necessary to complete such portion of the work that are not to be discontinued.
3. Promptly cancel, on the most favorable terms rea sonably possible, all subcontracts to the extent that they relate to the performance of the discontinued portion of the work.
4. Thereafter do only such work as may be necessary to preserve and protect the work already in progress and to protect materials, plants, and equipment on the project site or in transit thereto.
(b) Upon such termination, the City shall pay to t he Contractor as a sole and exclusive remedy for the termination, the sum of the followin g, and the Contractor will be entitled to no other compensation or damages, and expressly wai ves same:
1. The amount of the contract amount allocated to t he portion of the work properly performed by the Contractor as of the date of termi nation, less sums previously paid to the Contractor, plus
2. Previously unpaid costs of any items delivered t o the project site which were fabricated for subsequent incorporation in the work, plus
3. Any proven losses with respect to materials and equipment directly resulting from such termination, plus
4. Reasonable demobilization costs in excess of wha t would have been incurred if work were not terminated, plus
5. Reasonable costs for preparing a statement of t he aforesaid costs, expenses, and losses in connection with such termination.
The City may terminate the Agreement at its own dis cretion or when conditions encountered during the work make it impossible or impracticable to proceed, or when the City is prevented from proceeding with the Agreement by act of God, by law, or by official action of a public authority.
8.17 Time of Completion and Days Charged - The Cont ractor shall diligently prosecute and fully complete the work within the number of calend ar or working days set forth in the Notice inviting Sealed Proposals or shall be subject to liquidated damages. Time is of the essence in the performance of all obligations under the Contract Documents, an d all timing requirements shall be strictly adhered to unless otherwise modified by the City. See General Provisions, Sections 8.12, “Prosecution of Work”, and 8.18, “Liquidated Damages”.
Under a calendar day contract, City observed holida ys and inclement weather delays are to be anticipated and unless there is a deviation from wh at is customary for the time of year the project is under construction, no additional days will be granted. Every day, including holidays, Saturdays and Sunday s shall be counted as a day charged under a calendar day contract.
Under a working day contract, the Contractor will b e given credit for City observed holidays and inclement weather delays, in accordance with the St ate Standard Specifications. Should the Contractor prepare to begin work at the regular starting time in the morning of any day on which inclement weathe r, or the conditions resulting from the weather preven ts the work from beginning at the usual starting ti me and the crew is dismissed as a result thereof and t he Contractor does not proceed with at least sevent y- five percent (75%) of the normal labor and equipmen t force engaged in the current controlling operatio ns for at least sixty percent (60%)of the total daily time being currently spent on the controlling opera tions, the Contractor will not be charged for a working day whether or not conditions should change thereafter.
8.18 Liquidated Damages - The City and the Contract or, by execution of the agreement, each agree that time is of the essence in the performanc e of the work, and that actual damages for inconvenience and loss from any delay in completion of the contract beyond the date provided in the Notice to Bidders is extremely difficult or impossible to determine.
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The City and the Contractor further agree, as speci fied in the Notice to Bidders, that liquidated damages shall be assessed for each and every calend ar day required to complete the contract in excess of the contract time established for the project, a nd that the amount stated therein is a reasonable estimate of the amount of such damages. The Engine er may deduct any liquidated damaged owed to the City, as determined by the Engineer from any paymen ts otherwise payable to the Contractor under this agreement.
In addition, the City shall have the right to charg e to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, administration and other overhead expenses which are directly chargeable to the contract and which accrue during the period of such delay, except that the cost of final surveys a nd preparation of the final estimate shall not be included in such charges.
Separate from the above-mentioned liquidated damage s, the Contractor shall be responsible for paying all damages incurred by private businesses ( residential, commercial or industrial), schools and hospitals due to non-completion of the project by the date specified.
Nothing contained herein shall limit the City’s rig hts or remedies against Contractor for any default other than failure to complete the work wit hin the contract time. This provision for liquidat ed damages shall not be applicable nor act as a limita tion upon the City if the Contractor abandons the w ork.
In such event, the Contractor shall be liable to the City for all losses incurred.
The date of the Engineer’s Certificate of Substanti al Completion shall be the termination date, if applicable, of liquidated damages.
8.19 Delays and Extensions of Time
(a) Excusable Delays - shall mean delays in the prosecution or complet ion of the work which result from causes beyond the control of the Contra ctor and City and which could not have been avoided by the exercise of care, prudence , foresight, and diligence on the part of the Contractor, suppliers, or any tier of the Co ntractor’s subcontractors. Excusable Delays fall into the following categories:
1. Abnormal Delays – Excusable Delays caused by act s of god, fire, unusual storms, floods, tidal waves, earthquakes, strikes, labor disputes, freight embargoes, and shortages of materials insofar as th ey prevent the Contractor from proceeding with at least seventy-five percent (75%) of the normal labor and equipment force for at least five (5) hours per day toward completion of the current critical path activity.
2. Weather Delays – Excusable Delays due to incleme nt weather conditions or the conditions resulting from weather prevent the Contr actor from proceeding with seventy-five percent (75%) of the normal labor and equipment force engaged in the current critical activity item for a period of at least five (5) hours per day toward completion of the current critical path activity.
3. Material Shortage Delays – Excusable Delays due to shortages of material, provided that the Contractor submits satisfactory p roof to the Engineer. For the proof to be satisfactory, the Contractor must demon strate that they have made every effort to obtain the materials from all known sources within reasonable reach of the proposed work. Only the physical shor tage of material, caused by unusual circumstances, will be considered under the se provisions as an excusable delay, and no consideration will be given to any claim that material could not be obtained at a reasonable, practical, o r economical price, unless it is shown to the satisfaction of the Engineer that such material was only available at exorbitant prices. A material shortage delay will not be considered for material ordered or delivered late or for material whose ava ilability is affected by virtue of mishandled procurement. The above provisions shall apply equally to equipment to be installed in the work.
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(b) Compensable Delays - shall include delays that occur in the prosecuti on or completion of the work, through no fault of the Contractor which prevent the Contractor from proceeding with at least seventy-five percent (75%) of the nor mal labor and equipment force for at least five (5) hours per day toward completion of t he current critical activity item(s) on the latest favorably reviewed progress schedule due to the following causes:
1. Delays due solely to the actions and/or inaction s of the City.
2. Delays due to changed conditions as defined in G eneral Provisions, Section
5.05, “Requests for Information, Inconsistencies and Changed Conditions”.
3. Delays due to other Contractors employed by the City who interfere with the Contractor's prosecution of the work as defined above.
(c) Inexcusable Delay - means any delay in the completion of the work be yond the expiration of the contract time resulting from causes other th an Excusable Delays or Compensable Delays. An Inexcusable Delay shall not entitle the Contractor to an extension of the contract time or an adjustment of the contract sum. In addition to liquidated damages for inexcusable delays, the Contractor agrees to pay th e City’s actual costs, including charges for engineering, inspection and administration incurred during the delay. (d) Concurrent Delays - those periods of delay when the prosecution of t he work is delayed during the same period of time due to causes from a combination of the delays defined as Excusable, Compensable or Inexcusable.
If the Contractor desires an extension of time, the y shall file a written request based upon the delays reported. The Engineer will ascertain the f acts, the extent of the delays, and the effect upon the entire project, and the City will grant an extensio n of time equivalent to verified time lost. The re quest for an extension of time must be made no later than ten (10) working days after the start of the condition that purportedly caused the delay, and no later than fif teen (15) working days after the date on which performance on the condition purportedly causing the delay has ended.
Contractor may make a delay claim for an extension of the contract time for an Excusable Delay or a Compensable Delay. If an Excusable Delay and a Compensable Delay occur concurrently, the maximum extension of the contract time shall be the number of calendar days from the commencement of the first delay to the cessation of the delay which ends last. If an Inexcusable Delay occurs concurr ently with either an Excusable Delay or a Compensable Del ay, the maximum extension of the contract time shall be the number of calendar days, if any, by wh ich the Excusable Delay or the Compensable Delay exceeds the Inexcusable Delay.
For a Compensable Delay, the Contractor may make a delay claim for an adjustment in the contract sum in an amount equal to the sum of the a ctual and unavoidable additional costs of labor, material, and equipment furnished at the site by th e Contractor or subcontractors, including wages, salaries, fringe benefits and payroll taxes.
Extensions of time, when granted, will be based upo n the effect of delays to the project as a whole and will not be granted for non-controlling d elays to minor portions of the work unless it can b e shown that such delays did, in fact, delay the prog ress of the project as a whole. For purposes of determining delays, all float associated with the p roject schedule shall belong to the project. See G eneral Provisions, Section 8.05, “Baseline Construction Schedule”.
If delays are caused by unforeseen events beyond th e control of either the Contractor or the City, such delays will entitle the Contractor to an exten sion of time as provided herein, but the Contractor shall not be entitled to damages or additional payment du e to these delays. War, governmental regulations, labor disputes, strikes, fires, floods, adverse wea ther necessitating cessation of work, other similar action of the elements, inability to obtain materials, equ ipment, or labor because of Federal Government restrictions arising out of National Defense, requi red extra work, action or inaction by the City, or other specific reasons as may be further described in the specifications may constitute such a delay. If de lays beyond the Contractor’s control are caused by reaso ns other than those mentioned above, but are
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substantially equal in gravity to those enumerated, an extension of time may be granted, if deemed by the Engineer to be in the best interests of the City.
The Contractor shall be entitled to an extension of time if delayed due to a failure of the City to furnish necessary right-of-way or materials which t he City agreed to furnish, or by the City’s failure to supply necessary plans or instructions concerning the work, after written request by the Contractor.
For Compensable Delay periods resulting in indirect overhead expenses, the Contractor shall be reimbursed as provided for in General Provisions, Section 5, “Changes in Work”.
8.20 Substantial Completion – When work in accordan ce with the Contract Documents has progressed to a stage of one-hundred percent (100%) complete, as determined by the Engineer, except for the completion of minor punch list items of def iciencies or omissions in the work which require correction in order to satisfy the agreement, yet d o not impair the City’s ability to occupy and fully utilize the work for its intended purpose, the project shal l be deemed “Substantially Complete”. Portions of the work may also be designated by the City as substant ially complete if the Contract Documents require separate delivery.
When the Engineer determines that the work or such designated portions of the work are substantially complete, the Engineer will prepare a nd sign a Certificate of Substantial Completion. Th e date of substantial completion shall establish the date at which days charged against the project dura tion shall terminate. The date of substantial completio n shall also establish the date of occupancy by the City and the transfer of responsibility from the Contrac tor to the City for such items as security, mainten ance, heat, utilities, insurance, and damage to the work from causes other than that of the Contractor. Unl ess otherwise indicated in the Certificate of Substanti al Completion, the Contractor’s guarantee for the w ork shall commence upon the date of substantial complet ion. See General Provisions, Section 11.01, “Contractor’s Guarantee”.
8.21 Project Closeout - After the Contractor has re ceived the Certificate of Substantial Completion and has only minor work remaining, proje ct closeout may begin. The following items and procedures are required as part of the project close out process. (a) Following the completion of punch list items, the Contractor shall make a written request to the city to conduct a final inspection. The w ritten request shall be accompanied by a Certification that the work has been performed in a ccordance with the Contract Documents.
(b) Within fourteen (14) days of receipt of the Contra ctor's Certificate of Completion, a final inspection will be scheduled and conducted by the C ity. As a result of the inspection, the City will advise the Contractor of any work that mu st be completed or corrected before Acceptance, in the form of a punch list.
(c) The City will conduct a re-inspection of the punch list items within when requested by the Contractor, in writing, with assurances that the pu nch list requirements have been met.
Any charges by a Consulting Engineer/Architect hire d by the City to do repeat re- inspection of the punch list may be recovered from the Contractor. (d) The contractor shall provide a final payment reque st with lien releases (if applicable) in a format acceptable to the City.
(e) The as-built drawings and all record documents and shall be provided to the City by the Contractor including but not limited to, equipment operation and maintenance manuals, copies of warranties, shop drawings, product data, etc. Record documents shall be properly identified and organized into binders.
8.22 Final Completion - After the Contractor has re ceived the Certificate of Substantial Completion along with the punch list, and has compl eted the items identified as necessary for project closeout, the Engineer will make a determination as to if the work is fully completed and in accordanc e with the Contract Documents. If so, the Engineer will recommend final acceptance to the City Council.
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Should it become necessary, due to developed condit ions, for the City to occupy any portion of the work, or any part of any structure or equipment , before the contract is completed or accepted, suc h occupancy shall not constitute an acceptance of any part of the work, unless so stated in writing by t he City.
8.23 Final Acceptance – Final acceptance by the Eng ineer will be considered after the work has been fully completed. A Notice of Completion w ill be filed with the County Recorder once Final Acceptance has been made.
8.24 Risk of Loss - The Contractor shall be respons ible for the charge, care and protection of the project and shall bear all risks of injury or d amage to the work, materials or equipment delivered to the site, by any means including fire, earthquake, wind , storm or other action of the elements, vandalism, or loss by theft, from the date of Notice to Proceed t o the date of the filing of the Notice of Completio n by the Engineer. The Contractor shall rebuild, repair, re store and make good all injuries or damage to any portion of the work, and shall bear the entire expe nse thereof, except such injuries or damages that a re caused by riot, insurrection, acts of the Federal or State Government, or a public enemy in time of war.
8.25 Use of Improvements During Construction - The City reserves the right to take over and utilize all or part of any completed facility or ap purtenance. Such action by the City will not relie ve the Contractor of responsibility for injury or damage t o said completed portions of the improvement result ing from use by public traffic, from the action of the elements or from any other cause attributable to th e Contractor’s operations or negligence. The Contrac tor will be required to restore such portions of th e improvement before final acceptance. Nothing in th is Section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials.
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SECTION 9 —RESPONSIBILITIES OF THE CONTRACTOR
9.01 Contractor’s Responsibility for the Work - The Contractor shall supervise, coordinate, and direct the work using Contractor’s best skill and a ttention. Contractor shall have control over and b e solely responsible for construction means, methods, techniques, sequences, procedures, and the coordination of all portions of the work in accorda nce with the terms of the Contract Documents until the completion and final acceptance of the work by the City. The Contractor shall furnish and maintain in good condition all equipment and facilities as requ ired for the proper execution and inspection of the work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws.
The Contractor shall rebuild, repair, restore and m ake good all injuries, damages, re-erections and repairs occasioned or rendered necessary by cau ses of any nature whatsoever, excepting only acts of God and none other, to all or any portions of the work, excepting as otherwise stipulated.
9.02 Contractor’s Responsibility for Subcontracted Work - The City will deal directly with, and make all payments to the Contractor only. The Cont ractor shall be responsible for the coordination of all trades, subcontractors, and suppliers engaged upon the work. Neither the City nor the Engineer will undertake to settle any differences between the Contractor and his subcontractors.
All persons engaged in the work, including subcontr actors, will be considered as employees of the Contractor. The Contractor will be held respon sible for their work and shall be responsible to th e City for acts and omissions including those by their respective agents and employees.
When subcontracted work is not prosecuted in a mann er satisfactory to the Engineer, the Contractor shall be notified to take corrective act ion within a specified time. If timely correction is not made, then upon receipt by the Contractor of writte n instructions from the Engineer, the Subcontractor shall be removed immediately from the work and shall not be reemployed.
9.03 Superintendent - The Contractor shall employ, and provide a written letter designating a superintendent and/or representative and all their contact information. The superintendent and/or representative shall be present on the job site whenever work is in progress to coordinate all work with the City and neighboring property owners, and who shall be available by phone twenty-four (24) hours per day, seven (7) days a week up to the Final Acceptance of the work by the City. A backup representative may also be provided. A joint venture shall designate only one Superintendent.
City approval of the Superintendent is required prior to starting work. The City reserves the right to request an appropriately qualified replacement of t he Superintendent any time during construction of t he project. Contractor shall provide the Engineer wit h the Superintendent’s telephone number, along with an after-hours emergency contact number of a responsib le person who shall correct hazardous situations, should they occur, during times other than the normal working hours.
Directions and information given to the Superintend ent shall be considered as having the same effect as if delivered to the Contractor and the Superintendent shall have full authority to execute t he same and to supply materials, tools and labor without de lay, and who shall be the legally appointed representative of the contractor. Contractor shall be liable for the faithful observation of any inst ructions delivered to him or to his appointed representatives.
9.04 Character of Workers - Contractor shall provid e competent, fully qualified personnel to perform the work and shall at all times maintain go od discipline and order among its employees and Subcontractors. Any employed person or Subcontract or who is found to be incompetent, intemperate, troublesome, disorderly or otherwise objectionable or who fails or refuses to perform his work properl y and acceptably, shall be immediately removed from t he work by the Contractor and shall not be reemployed. Such discharge shall not be the basis of any claim for compensation or damages against the City of San Carlos or any of its officers, employees or agents.
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9.05 Laws to be Observed - The Contractor shall ke ep himself fully informed of, and at all times observe and comply with all Federal, State and County laws, including those of CAL-OSHA; all municipal ordinances and regulations of the City of San Carlos; and all orders and decrees of bodies having jurisdiction over the work. The Contractor shall also cause all agents and employees engaged o n the project to observe and comply with all such law s, and shall protect and indemnify the City of San Carlos and all officers, employees, and agents ther eof connected with the work against any claim or liability arising from or based on the violation of any such law (a) Non-Discrimination – Attention is directed to Labor Code, Section 173 5 which reads as follows: “No discrimination shall be made in the e mployment of persons upon public work because of the race, religious creed, color, nation al origin, ancestry, physical handicap, medical condition, marital status or sex of such pe rsons, except as provided in Government Code, Section 12940 and every Contractor for public works violating this Section is subject to all the penalties imposed for a violation of this chapter.” (b) Noncitizen Labor - The Contractor shall forfeit as penalty to the C ity of San Carlos fifty dollars ($50.00) for each noncitizen with no permit to work in the United States of America (USA) knowingly employed in the contract, b y him or by any Subcontractor under him upon any of the work herein mentioned, fo r each calendar day, or portion thereof, during which such noncitizen is permitted or required to labor in violation of the provisions of the Labor Code and in particular Sections 1850 to 1854 thereof, inclusive. (a) Hours of Labor – Hours of labor shall be pursuant to Labor Code, Sections 1810.
Pursuant to Labor Code, Sections 1813, Contractor s hall forfeit to the City, as a penalty, twenty-five dollars ($25.00) for each worker employ ed in the execution of this Agreement by Contractor, or any Subcontractor in violation of the terms of this Section or in violation of the provision of any law of the State of Califor nia. Such forfeiture amounts may be deducted from the contract sum. Contractor and eac h Subcontractor shall keep, or cause to be kept, an accurate record showing the ac tual hours worked each calendar day and each calendar week by each worker employed on t he project, which record shall be kept open at all reasonable hours to the inspection of the City, its officers and agents, and to the inspection of the appropriate enforcement agency of the State of California. (d) Prevailing Wage – As identified in the Notice to Bidders, the work contemplated by this agreement is a public work subject to prevailing wa ges under California Labor Code, Sections 1720 et. seq. The State of California Depa rtment of Industrial Relations has ascertained the general prevailing per diem wage ra tes in the locality in which the work is to be performed for each craft, classification, or type of worker required to perform the work. A schedule of the most recent general prevai ling per diem wage rates made available to the City will be on file at the City’s principal facility office and will be made available to any interested party upon request. Th is prevailing wage rate schedule is provided by the City for Bidder’s information only and is not guaranteed by the City to be current. Contractor is obligated to verify all app ropriate prevailing wage rates and pay those rates as required. By this reference the ver ified current schedule of prevailing wage rates is made part of the Contract Documents. Contractor shall pay not less than the prevailing per diem wage rates, as specified in the schedule and any amendments thereto, to all workers employed by Contractor in t he execution of the work. Contractor shall cause all subcontracts to include the provisi on that all Subcontractors shall pay not less than the specified prevailing per diem wage ra tes to all workers employed by such Subcontractors in the execution of the work.
Contractor shall forfeit to the City, as a penalty, no more than fifty-dollars ($50.00) for each calendar day or portion thereof for each worke r that is paid less than the specified prevailing per diem wage rates for the work or craf t in which the worker is employed for any portion of the work done by Contractor or any S ubcontractor in violation of the provisions of the Labor Code, and in particular Sec tions 1770 to 1781 thereof, inclusive.
Such forfeiture amounts may be deducted from the co ntract sum. Contractor shall also pay to any worker who was paid less than the specif ied prevailing per diem wage rate for the work or craft for which the worker was employed for any portion of the work, for each calendar day, or portion thereof, for which the wor ker was paid less than the specified
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prevailing per diem wage rate, an amount equal to t he difference between the specified prevailing per diem wage rate and the amount which was paid to the worker.
The City will not recognize any claim for additiona l compensation because of the payment by the Contractor for any wage rate in exce ss of prevailing wage rates set forth in the Agreement, including payment in excess of th e prevailing wage for extra work paid by force account. The possibility of wage increase s is one of the elements to be considered by the Contractor in determining the Con tractor’s bid and will not, under any circumstances be considered as the basis of a claim against the City under the Agreement.
(e) Payroll Records - Pursuant to Labor Code, Sections 1776, Contractor a nd all Subcontractors shall keep an accurate payroll recor d, showing the name, address, social security number, job classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each jo urneyman, apprentice, worker, or other employee employed in connection with the work . All payroll records shall be certified as being true and correct by Contractor o r Subcontractors keeping such records; and the payroll records shall be provided to the Ci ty no later than three weeks after closing of payroll. The Contractor and all Subcont ractors must also furnish electronic certified payroll records to the Labor Commisioner of the State of California, Department of Industrial Relations.
(f) Apprentice Program - Attention is directed to State of California Lab or Code, Sections 3095, 1777.5, 1777.6, and 1777.7 and Title 8, Calif ornia Code of Regulations, Section 200, and the applicable Sections that follow. Resp onsibility for compliance with these requirements lies with the Contractor. To ensure c ompliance and complete understanding of the law requiring apprentices, and specifically the required ratio thereunder, Contractor or Subcontractors should, wh ere some question exists, contact the Division of Apprenticeship Standards, 425 Golde n Gate Avenue, 4 th Floor, San Francisco, California, 94102 or one of its branch o ffices prior to commencement of the work. In the event Contractor willfully fails to c omply with this Section, it will be considered in violation of the requirements of the Contract.
Nothing contained herein shall be considered or int erpreted as prohibiting or preventing the hiring by Contractor or Subcontractors of journ eyworker trainees who may receive on- the-job training to enable them to achieve journeyw orker status in any craft or trade under standards other than those set forth for apprentices.
(g) Safety Program – the Contractor shall conform to the rules and re gulations pertaining to safety established by the California Division of In dustrial Safety and to all requirements as set forth in the State of California Constructi on Safety Orders (CAL-OSHA), and in particular, Article 3 of these Safety Orders, regar ding Accident Prevention and safety meetings. Within ten (10) working days following t he Notice of Award the Contractor shall provide a copy of the Contractor’s Safety Pla n. The price paid for the plan is included in the various contract items of work and no additional compensation will be made therefore.
9.06 Permits and Fees – Unless otherwise stated in the Special Provisions, the Contractor shall procure all permits, registrations and licens es, including a City business registration, pay all charges and fees, and give all notices necessary for lawful prosecution of the work. All permits, registratio ns, licenses, and other authorizations shall be secured in sufficient time to prevent delays to the work. The Contractor shall comply with the provisions of said permits, licenses and other authorizations. The contractor shall submit satisfactory proof to the C ity, prior to issuance of the Notice to Proceed, th at such permits, registrations or licenses are and will be in effect throughout the entire life of this contra ct. The contractor shall keep all permits, registrations and licenses posted on the job site.
For City Capital Improvement Construction Projects, the Contractor shall obtain a “No Fee” encroachment and/or building permit. Contractor sh all coordinate through the Engineer to insure that all appropriate construction inspections occur.
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9.07 Coordination and Cooperation - Construction wo rk by utility companies or other Contractors may be needed or may be occurring simul taneously within or adjacent to the limits of work for this project. The Contractor shall coordinate and cooperate with all other Contractors and utility companies throughout the duration of this project to avoid delays and minimize interference and conflicts. Cooperation will be required in the arrangement for the storage of materials, and in the detailed execution of the work.
It is the Contractor’s responsibility to ascertain the nature of work by others, coordinate his work, and install, modify, and maintain traffic control as necessary t o avoid interferences and delays on the constructio n activities. Failure of the Contractor to keep info rmed of the work progressing on the site and failur e to give written notice of lack of progress or defectiv e workmanship by others shall be construed as acceptance by the Contractor of the status of the w ork as being satisfactory for proper coordination w ith his own work.
Where the work of one trade joins or is on the othe r’s work, there shall be no lack of continuity or discrepancy when work is completed. In conforming one kind of work with another, marring or damaging other work will not be permitted. Should improper work of any trade be covered by another which resul ts in damage or defects, the whole work affected shall be made good by the Contractor without expense to the City.
The City reserves the right to perform work or allow others to perform work, as necessary, within or adjacent to the limits of this project, at any time . If the Contractor or any of his Subcontractors o r employees causes loss or damage to any separate Con tractor on the work, the Contractor, by agreement or arbitration, if they deem it necessary, will set tle any claim for such loss or damage. If such sep arate Contractor shall sue the City, on account of any lo ss so sustained, the City shall notify the Contract or, who shall indemnify and hold harmless the City agai nst any loss or damage arising therefrom, including the cost and expense of defending any such suit.
If any portions of the work specified herein are to be installed in any right-of–way owned by the State, County, Municipality, or other public entiti es or public utilities, it shall be incumbent upon the contractor to familiarize described above will nece ssarily be subject to their inspection and approval before acceptance of these portions of the work by the Engineer. Any costs for inspection by agents other than those of the City shall be borne by the contractor. Where other agencies have jurisdiction over some portion of the work, and the requirements of t he agencies are at variance with this specification , then that portion of the work shall be done in accordance with the requirements of the agency(ies).
The Contractor shall absorb in his bid all costs in volved in coordinating his work with others. The Contractor will not be entitled to additional compe nsation from the City for damages resulting from su ch simultaneous, collateral and essential work.
9.08 Use of Premises - The Contractor shall confine construction activities to the project limits; which shall consist of right-of-way, easements and/or property owned by the City of San Carlos. With prior approval of the Engineer, adjacent street right-of- way may also be utilized for day-to-day operations.
Unless approved by the Engineer, no storage of mate rials and equipment will be allowed to remain withi n the right-of-way during non-working hours, on the weekends, or during holidays.
Each day, after the completion of construction oper ations, unless otherwise approved by the Engineer, the project limits shall be secured and m ade accessible to the public. All excess materials and equipment not protected by approved traffic control devices (such as k-rails) shall be relocated to a staging area or demobilized. Trench spoils shall be off-ha uled daily and open excavations shall be protected with steel plates.
Personnel of Contractor and Subcontractors shall no t occupy, live upon, or otherwise make use of the project site during any time that work is no t being performed at the project site, except as ot herwise provided for in the Contract Documents for issues such as site security.
9.09 Construction Staging and Field Office - If add itional space beyond the construction limits is necessary for staging, the Contractor shall, at his own cost and initiative, make special arrangements with neighboring property City(s) to secure a staging ar ea for a field office and/or material and equipment
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storage. The staging area must be fenced, with scr eening, and shall be operated in a manner that minimizes the inconvenience to neighbors.
The Contractor is encouraged to negotiate side agre ements with the property owners of such sites prior to submitting bids. Prior to occupying the staging area, the Contractor will be required to provide to the Engineer a copy of the agreement or temporar y construction easement granted by the property owner. A written release from the property owners or City, holding the City harmless from liability, will also need to be provided. In addition to approval from the property owners, the Contractor may also need t o secure a Use Permit from the City’s Planning Division.
9.10 Site Security - Contractor shall be responsibl e for the care and custody of work and the site, including all necessary security provisions, on a 24-hour per day basis throughout the entire te rm of the Agreement. The Contractor shall provide and ma intain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the work.
9.11 Construction Water – The Contractor is respons ible for obtaining all water required for the project and shall work with, and obtain all permits from, the appropriate water purveyor prior to obta ining construction water. If hydrant water is to be used, the Contractor must first obtain a hydrant meter and pay all related expenses. Direct connections to hydran ts without a meter are not allowed. If water truck s are used, they shall be installed with backflow prevent ion devices. The cost of water, including all asso ciated fees, deposits or permits shall be incorporated into the various bid items and no separate payment shall be made. Water purveyors include:
California Water Service Company Mid-Penin sula Water District Bayshore District - Customer Center 3 Dairy Lane
341 North Delaware St. P.O. Box 129
San Mateo, CA 94401-1727 Belmont, CA 94002
M-F: 8 a.m. to 4:30 p.m. M-F: 8 a.m. to 4:30 p .m.
Tel.: (650) 558-7800 Tel.: (650) 591-8941
[email protected] midpeninsulawater.org
9.12 Project Site Maintenance – All work identified in this section shall be considered as part of the contract bid items, and no separate payment will be made thereof. (a) Disposal of Material - Unless otherwise shown on the plans or specified herein, all excess materials and materials removed from existing impro vements shall become the property of, and be disposed by the Contractor. The Contrac tor shall be responsible for all costs associated with disposing all excess materials in a safe and legal manner. No material shall be placed on private or public property witho ut prior approval from the City and the property owner. The Contractor shall not allow any refuse, excavated material, surplus concrete or mortar, or any associated washings, to be disposed upon paved streets, into manholes or into the City’s storm drain system.
Contractor shall establish a system for daily colle ction and disposal of waste materials from construction areas and elsewhere on the site. Contractor shall handle waste materials that are hazardous, dangerous, or unsanit ary separately from inert waste by containerizing appropriately. Burning or burying o f waste materials on site will not be permitted.
All materials removed from the existing improvement s, which in the opinion of the Engineer have salvage value, shall be delivered to the City Corporation Yard at 1000 Bransten Road, San Carlos, or at any other site des ignated by the Engineer within the City and shall be considered as part of the contrac t bid items, with no separate payment will be made thereof.
(b) Cleanup and Dust Control – at all times during construction, including week ends and holidays, and throughout all phases of construction , including work suspensions and until final acceptance of the project, the Contractor sha ll keep the work site clean and free from rubbish, debris, and prevent the formation of an airborne dust nuisance.
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Materials and equipment shall be removed from the s ite as soon as they are no longer necessary. Upon completion of the work and before final inspection, the entire site shall be cleared of equipment, unused materials, and rubb ish so as to present a satisfactory clean and neat appearance.
The Contractor shall abate dust nuisance by cleanin g, sweeping, and sprinkling with water, those excavated areas of dirt or other mater ials which are prone to causing dust, within both the project site and the storage or sta ging area. If required or directed by the Engineer, the Contractor shall provide an approved water truck of large capacity with spraying capability and/or street sweeper.
The Contractor shall be required to apply water for dust control immediately during construction efforts and within one (1) hour after notification by the Engineer that an airborne nuisance exists. If dust control is not a dequate, in the opinion of the Engineer, the Engineer will have this work performed by other s and will deduct such cost from the total contract price.
All hauling trucks or other construction vehicles leaving the site shall be cleaned of mud or dirt clinging to exterior body surfaces or wheel rims before traveling on City streets outside the work limits. All trucks coming to or leaving t he site with materials or loose debris shall be loaded in a manner, which will prevent the dropp ing of materials or debris on City streets. Spillage resulting from hauling operations along or across any public traveled way shall be removed immediately.
When construction operations cause dirt to be depos ited on public streets, the Contractor shall immediately remove such material. Streets sh all be cleaned by street sweeping, rather than flushing, so as to prevent mud from entering the storm drain system.
Excess excavated material shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitte d by the specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping.
Failure of the Contractor to comply with the Engine er’s cleanup orders may result in an order to suspend work until the condition is correc ted. No additional compensation will be allowed as a result of such suspension.
(c) Air Pollution Control - The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity a s will violate the regulations of any legally constituted authority.
(d) Noise Control - The Contractor shall make every reasonable effor t to control noise generated as a result of construction to the satisf action of the Engineer. Use of an air compressor, jackhammer or other loud, vibrating sou nd generating device shall be limited to operations between the hours of 8:00 a.m. and 6: 00 p.m. Monday thru Friday and between 9:00 a.m. to 5:00 p.m. on Saturday and Sund ay, unless otherwise authorized by the Engineer.
(e) Vermin Control - At the time of acceptance, structures entirely c onstructed under the contract shall be free of rodents, insects, vermin and pests. Necessary extermination work shall be arranged and paid for by the Contract or as part of the contract work within the contract time and shall be performed by a licen sed exterminator in accordance with requirements of governing authorities. The Contrac tor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations.
(f) Sanitation - The Contractor shall provide and maintain enclose d toilets for the use of employees engaged in the work. These accommodation s shall be maintained in a neat and sanitary condition. They shall also comply wit h all applicable laws, ordinances and regulations pertaining to the public health and sanitation of dwellings and camps. (g) Wastewater - Wastewater systems shall not be interrupted. Sh ould the Contractor disrupt existing sewer facilities, the Contractor s hall immediately notify the Engineer, and the Contractor shall establish a plan, subject to t he approval of the City, to convey the
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sewage in closed conduits and disposed of it back i nto the sanitary sewer system.
Sewage shall not be permitted to flow in trenches or be covered by backfill. (h) Temporary Light, Power and Water - The Contractor shall at his own expense furnish, install, maintain, and remove all temporary light, power, and water, including piping, wiring, lamps, and other equipment, necessary for t he work. The Contractor shall not draw water from any water source, except to extingu ish a fire, without first obtaining permission from the appropriate water utility company/agency. (i) Storm Water Pollution Control – All work shall conform to the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction and Land Disturbance A ctivities (Order No. 2009-0009- DWQ, NPDES No. CAS000002) ("General Permit"), and t he NPDES Municipal Regional Stormwater Permit (MRP) (Order No. R2-2015-0049, NP DES No. CAS612008). The Contractor shall implement all applicable San Mateo Countywide Water Pollution Prevention Program (SMCWPPP) measures and Best Mana gement Practices (BMPs).
Failure to comply with the approved construction BM Ps will result in the issuance of correction notices, citations and/or a stop work order.
The Contractor shall submit to the City a Stormwate r Pollution Prevention Plan (SWPPP) or Water Pollution Control Plan (WPCP), prepared in compliance with all NPDES requirements. The SWPPP/WPCP prepared by the Contra ctor shall address how the Contractor will prevent materials from being rinsed or washed into the storm drain system and specify which BMPs will be implemented for prev enting sediment and pollutant discharges into the storm water system. The Contrac tor shall provide for the construction of facilities which may be required to prevent, control, and abate water pollution.
All construction efforts shall be conducted in a ma nner which prevents the release of hazardous material or hazardous waste into the soil or groundwater, and minimizes the discharge of pollutants into the storm drain system . No pollutants will be allowed to enter the storm drainage system. The Contractor shall be responsible for containing and removing any waste from the Contractor’s constructi on operations using the appropriate BMP. The Contractor shall be responsible for clean ing catch basins of solid or liquid waste materials originating from the Contractor’s o peration before this material migrates further into the storm drain system. Violation of this provision shall cause the City to issue a stop-work notice and take necessary action to require the Contractor to correct and comply with regulations. All costs related to the stop-work action and corrective work to come into compliance shall be fully borne by the Contractor.
Existing Drainage Conditions - If the work performe d interferes with established drainage patterns, ample provisions shall be made by the Con tractor to correct the interference.
The City may also direct the Contractor to take add itional measures to be performed at the Contractor 's expense.
Illicit Discharge - No dumping or discharge of cons truction materials, debris, and hazardous materials will be permitted into the City 's storm drainage system. In the event of any discharge, leakage, spill or emission of haz ardous materials, Contractor shall promptly notify the City and shall clean all affect ed property. The Contractor shall indemnify, hold harmless and defend the City agains t all liability incurred as a result of any such discharge, leakage, spill or emission, reg ardless of whether such liability, cost or expense arises during or after the term of the permit.
9.13 Preservation of Property - The Contractor sha ll be responsible for the protection of public and private property adjacent to the work.
Due care shall be exercised to avoid damage to exis ting roadway improvements and facilities, adjacent property, roadside trees, lawn and shrubbe ry not designated for removal, pole lines, fences, signs, survey markers and monuments, buildings and structures, conduits, pipe lines under or above ground, sewer and water laterals, and any other imp rovements or facilities within or outside the limit s of construction. As ordered and approved by the Engin eer, the Contractor shall provide and install suita ble
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safeguards to protect such objects from injury or d amage. If such objects are injured or damaged by reason of the Contractor’s operations, they shall b e replaced or restored, at the Contractor’s expense , to a condition as good as when the Contractor entered upon the work, or as good as required by the Contract Documents.
Existing striping damaged during construction withi n and adjacent to the project site shall be replaced with thermoplastic. Partially damaged str iping (such as what might occur trenching through a pavement legend), shall be replaced in their entirety.
Contractor shall preserve carefully bench marks, re ference points, and stakes; in case of willful or careless destruction, he will be charged with the r esulting expense of replacement and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance.
Any survey monuments that are damaged or removed as part of the construction shall be replaced by the Contractor and a Record of Survey, as requir ed by State law, shall be filed by a licensed Land Surveyor at the Contractor's expense.
The fact that any such improvement or facility is n ot shown upon the plans shall not relieve the Contractor of his responsibility under this Section . It shall be the Contractor’s responsibility to a scertain the existence of any underground improvements or fa cilities indicated on the plans, indicated by locat ing services, or as evidenced by facilities visible in the field.
Contractor shall protect his work, supplies and mat erials from damage due to the nature of the work, the action of the elements, trespassers, or a ny cause whatsoever which is under his control, unt il the completion and acceptance of the work. Neither the City nor any of the City's agents assume any responsibility for collecting indemnity from any person(s) causing damage to the work of the contractor.
9.14 Protection of Buried Utilities – When the Cont ractor's attention is directed to the existence of pipes, cables, culverts, and other underground s tructures and improvements which may or may not be shown on the plans, it is the responsibility of the contractor to ascertain the exact location of such underground utilities in advance of any digging ope rations so that they shall not be disturbed or dama ged by him during the progress of the work. All expens es of whatever nature arising from such disturbance or replacement or repair thereof shall be borne by the contractor.
If the location of pipelines being installed by the contractor under this contract conflicts with the location of existing pipelines, contractor shall so notify the Engineer in writing. The Engineer will ascertain the location of the existing utility in q uestion and may at his discretion relocate the pipe line being installed for the convenience of the contract or. It shall not be construed that the City or the Engineer is in any way required or obligated to loc ate or relocate pipelines to locations other than s hown on the contract plans. If the Engineer relocates p ipelines at the request of the contractor, the cont ractor shall bear all the expenses incurred in connection therewith.
9.15 Protection of Bridges - Contractor shall be re sponsible for any damage he may cause to bridges, culverts and road structures. He shall de termine in advance the allowable safe load for each structure and, if necessary, provide special shoring and support at his expense.
9.16 Protection of Traffic Signal Facilities - The Contractor shall give at least seventy-two (72) hours advance notice to the Engineer before commenc ing any street work (such as pavement grinding or trenching) that may potentially damage any traffic signal detection loop wires or any other signal fac ility.
This requirement is in addition to any Underground Services Alert notifications. The City will then m ark the underground traffic signal facilities.
The Contractor shall not proceed with any grinding, trenching or other underground work until it has been verified with the Inspector that signal facilities have been marked.
In the event that the Contractor's construction act ivities cause any failure of a traffic facility, it shall be repaired and be made fully operable within 24-hours of the damage occurring. In the event th at
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such repair is not undertaken within this time limi t, the City may repair the facility at the Contract or’s expense.
9.17 Restoration of Adjacent and Existing Improveme nts - Contractor shall do all cutting, fitting, or patching of the work required to make a ll parts of the work come together properly with ex isting and adjacent conditions.
Unless otherwise provided, the Contractor shall rep air or replace all existing improvements (e.g., curbs, sidewalks, driveways, fences, signs, utiliti es, street surfaces, structures, etc.) damaged or r emoved as a result of his operations. Repairs and replace ments shall be at least equal to existing improveme nts, and shall match in terms of condition, finish and dimension to the satisfaction of the Engineer.
All Underground Services Alert (USA) markings, incl uding the initial markings made by the Contractor and those markings placed by others in r esponseshall be removed at the Contractor’s expense when they are no longer required. Acceptabl e means of removal include sand blasting, high pressure washing, or other means approved by the En gineer.
All traffic signs and street signs within the limit of work necessarily removed during the various phases of operations shall be temporarily reset by the Contractor at or near the original location upo n completion of each phase of construction operations . Prior to removal of all traffic control signs, t he Contractor shall submit photographs of the site whi ch show the existing location of these signs so tha t upon completion the photographs will aid in resetti ng the signs at or near their original location. T raffic control signs and street signs will be replaced upo n completion of the work and the cost of removal an d replacement shall be considered as part of the cont ract bid items, and no separate payment will be mad e thereof.
Rural type mail boxes shall be maintained by the Co ntractor in a manner satisfactory to the property owner and postal service, and the Contract or shall relocate the same as soon as possible to a permanent location in accordance with postal regula tions and in a location acceptable to the property owner.
Any object to be removed and reused at other locati ons shall be removed with due care and delivered or stored at the project’s construction s torage area, or if approved by the Engineer, at any other site designated by the Engineer within the City. S uch objects may consist of street light poles, sign al mast arms and other objects directed by the Enginee r. Items not approved by the Engineer for reuse purposes, and without salvage value, shall become t he property of the Contractor, to be disposed of at Contractor expense, in an acceptable manner.
9.18 Archeological Remains - If human and/or archeo logical remains are uncovered during excavation. All earthwork within one-hundred (100) feet of these materials will be stopped until a Co roner and/or professional archeologist (SCA) and/or the S ociety of Professional Archeology (SOPA) has had an opportunity to evaluate the significance of the find and suggest appropriate mitigation measures.
9.19 Access to Private Property - The Contractor sh all schedule and perform operations so as to minimize disruption of access to private propert y. Prior to blocking access to any private drivewa y or parking lot entrance, the Contractor shall notify t he residents, business owners or tenants of pending closure and allow residents to remove vehicles. Du ring non-working hours no driveway, house or parkin g lot shall be denied access to a public roadway.
The Contractor shall coordinate with the adjacent p roperty owners and businesses and maintain vehicle and pedestrian access to their properties a t all times. Temporary access ramps, fencing, or o ther measures shall be provided as needed.
9.20 Traffic Control and Public Convenience – The C ontractor shall provide for safe movement of all vehicular, bicycle and pedestrian traffic th rough and around the construction operations with a s little inconvenience and delay as possible. The Contracto r shall have no amount of work under construction other than what he can properly prosecute with due regard to the rights and convenience of the public.
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Proper conveyance of vehicular traffic and pedestri ans through the work area depends upon navigating under unexpected situations. The means of clarifying such conditions to the public include the Contractor’s use of signs, flagmen, pavement markin gs, barricades, lights, cones and delineators. No one standard sequence of signs or control devices w ill suit all conditions which may result from construction operations. Even for the same work, t he conditions may vary from hour to hour, requiring adjustment and revisions of the traffic control in effect. The traffic control requirements specified herein are therefore intended to establish general princip les to be observed in the control and regulation of traffic through and around the construction operations anti cipated for this project. The requirements set for th in this Section represent the minimum traffic control requirements imposed and the Contractor shall be solely responsible for providing the full extent of traffic control measures that are necessary. Only individuals trained in the principles of implementi ng traffic control and/or traffic control flagging shall be assigned that responsibility at the work site.
(a) Traffic Control Plan – The Contractor shall submit a Traffic Control Pl an to clearly describe proposed traffic control measures. The pl an shall be generally in accordance with the illustrations included in the “California Manual of Uniform Traffic Control Devices” and the “Work Area Traffic Control Handbook”, (Buil ding News Incorporated P.O. Box 3031, Terminal Annex, Los Angeles, CA 90051). The submittal shall consist of scaled drawings for each situation anticipated to be encou ntered, i.e., intersections, mid-block (each during working and non-working hours), etc. The drawings shall show signs, traffic control devices and flagmen as required.
The Traffic Control Plan shall be directed equally to the regulation and protection of non- vehicular traffic including pedestrians, bicyclists , joggers, skaters, skateboarders, etc.
The Contractor shall provide for the protection and separation of non-vehicular traffic from construction operations at all times. No work involving the implementation of traffic control shall begin until the Engineer has reviewed and has no exception to the traffic control plans. The Contractor may implement a revi sed Traffic Control Plan only with subsequent review with no exceptions by the Engineer.
(b) Traffic Control Devices - Traffic control devices shall be provided in suf ficient quantities and types as required to provide safe and adequate traffic control. During hours of darkness, approved lights and/or flares shall be in cluded, in proper working order, to illuminate signs and hazards and alert approaching traffic. Barricades shall be furnished and maintained along all open trenches in contact w ith traffic. No work may begin on any day or at any time before traffic control devices h ave been placed, test driven and, if required, adjusted and revised. All traffic contro l devices shall be placed in accordance with the Manual of Uniform Traffic Control Devices and the Contractor’s favorably reviewed traffic control plans. Locations of devic es shall be adjusted to suit the conditions and circumstances of each detour situati on. In all cases, signs shall be placed to most effectively convey their messages to approaching traffic.
The Contractor shall maintain all traffic control d evices, at proper locations and in proper working order, at all times during construction ope rations and whenever a hazard resulting from Contractor’s operations exists. The Contractor shall adjust and revise traffic control devices, placement, etc., to suit c hanging conditions around construction operations. Traffic control devices shall remain i n place at all times, as required to alert approaching traffic of upcoming hazards. After haz ards have been removed, all traffic control devices shall be removed. Temporary signs shall be removed or their messages covered.
Daily traffic control measures shall continue until cleanup activities have been satisfactorily completed and all of the Contractor’ s equipment has been removed from the traveled way.
(c) Traffic Control Detours - The Contractor shall direct, divert and detour t raffic through, around and adjacent to construction operations in a ccordance with the traffic control plans specified in the Contract Documents or in acc ordance with the Contractor’s favorably reviewed traffic control plans.
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1. Field Review of Detours - Immediately after traf fic control devices have been placed, the detour shall be test driven by the Engi neer or Inspector and the Contractor’s Superintendent. The test drive shall include approaches to the detour from each possible direction, and traverse t he full length of each detour route. The Contractor shall adjust and revise all traffic control devices as determined to be required by the test drive and the test drive shall be repeated, if determined necessary by the Engineer or Inspector. The Contractor shall provide additional traffic control devices as requi red to maintain the flow of traffic throughout construction operation.
2. Diverting Bicycle and Pedestrian Traffic – Whene ver construction operations obstruct the flow of bicycle and pedestrian traffic or present a hazard to bicycles and pedestrians, the Contractor shall take appropri ate action to protect and separate bicycles and pedestrians from the work are a. Such action may include placement of barricades between bicycles and pedest rians and the work areas, placement of warning signs, and provisions utilizin g personnel as required to protect and maintain access for bicycles and pedestrians as conditions warrant.
3. Diverting Vehicular Traffic - Whenever constru ction operations obstruct the flow of vehicular traffic or present a hazard to vehicle s operating in the vicinity of construction operations, the Contractor shall take appropriate action to warn, detour and otherwise protect approaching drivers and vehicles.
4. Flagmen - The Contractor shall employ flagmen as required for each specific detour and at all locations where barricades and wa rning signs cannot control the movement of traffic. A warning sign shall be place d ahead of the flagman reading: “Flagman Ahead.” The distance between the sign and the flagman should be based on the average traffic speed, allow ing approximately fifty (50) feet for each ten (10) miles per hour. During hour s of darkness, flagman stations shall be illuminated such that the flagman will be clearly visible to approaching traffic. Lights for illuminating the flagman stati on shall receive favorable review by the Engineer. The flagman shall wear a red or o range warning garment when flagging. Flagmen shall be provided with approved red flags or STOP/SLOW hand paddles, and two-way radios for communication. When flagging during hours of darkness, the flagman shall signal with a red light or flare and shall have a belt and suspender harness outside his garment fi tted with reflectors or made from reflectorized cloth, unless the garment is wel l reflectorized in one of these ways.
5. Notice to Agencies - The Contractor shall notify the Engineer and all agencies having jurisdiction over the work, in writing, at l east ninety-six (96) hours, excluding holidays and weekends, prior to instituti ng any lane closure or detour.
At the end of each workday, the Contractor shall in form the Engineer, Police Department and Fire Departments of the status of al l detours, lane restrictions, or road closures. The Contractor shall cooperate and coordinate with the various parties involved in the collection and removal of t rash and garbage, the transit providers, the U.S. Postal Service, and others, as necessary, in order to maintain existing schedules and services.
6. Emergency Vehicle Access Through Detours - Durin g all detours and/or street closures the Contractor shall provide for the movem ent of emergency vehicles through the work area. It is essential that the Co ntractor’s work and equipment does not impede emergency access.
7. Night Detours - The Contractor shall not be perm itted to maintain any lane closure or road closure during non-working hours wi thout first obtaining written approval from the Engineer. During non-working hou rs the Contractor shall restore travel lanes to their original alignment an d configuration by means of placing temporary asphalt pavement or bridging with steel plates. The Contractor shall place “ROUGH ROAD” signs conformin g to the Manual of Uniform Traffic Control Devices at uneven temporary pavement or bridging
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locations. See General Provisions, Section 9.18 (b ), “Trench Safety Requirements”.
8. Temporary Traffic Lanes – Temporary traffic lane s shall be at least ten (10) feet wide, or eleven (11) feet wide around curves. Prov ide an additional two (2) feet of clearance from curbs. The length of temporary l anes should be limited to the area under construction and the distance necessary to divert traffic. (d) Parking Restrictions - The Contractor shall post approved “No Parking” s igns at all locations necessary to establish work areas and det our traffic. Signs shall read: “NO PARKING - CONSTRUCTION TOW-AWAY ZONE,” show the act ual day and hours of parking restriction and indicate the telephone numb er of the City’s Police Department or agency having jurisdiction. Signs shall be placed at least forty-eight (48) hours in advance of the restriction. The Engineer shall app rove the location and duration of no parking limits and verify their placement. The dura tion of no parking limits should not exceed two weeks, unless otherwise approved. “No Pa rking” signs shall be removed when no work is under construction and must be repo sted forty-eight (48) hours before the resumption of construction activities.
For any violation of “No Parking” signs by motorist s, the Contractor shall contact and coordinate directly with the City’s Police Department for remo val of vehicles in accordance with the California V ehicle Code. The Contractor shall also coordinate with th e Police Department directly for enforcement and towing of parked vehicles.
9.21 Safety - The Contractor shall be solely respon sible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the work. The Contractor’s responsibilities shall specifically pr ovide for the safety of persons involved in the pro ject, other persons who are affected by the performance o f the work, the work in place, materials and equipment to be incorporated in the work, the project site, and adjoining property.
The services of the City in conducting inspection o r construction review of the Contractor's performance is not intended to include review of th e adequacy of the Contractor's work methods, equipment, bracing, shoring or scaffolding, or safety measures, in, on, or near the construction site.
Safety vests and personal protection equipment shal l be worn by the Contractor, all subcontractors and other personnel when working or present on the site. Hard hats shall be worn when working around earthmoving or any heavy constructio n equipment or during any overhead construction work.
Payment for performing all work necessary to provid e safety measures shall be included in the bid items for which safety measures are required an d no additional compensation will be made. (a) Safety Orders – The Contractor shall have at the work site, copi es or suitable extracts of:
Construction Safety Orders, Tunnel Safety Orders, a nd General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. (b) Trench Safety Requirement - As required by California Labor Code, Section 6705 and in addition thereto, for any excavation of any trench or trenches five (5’) feet or more in depth, the Contractor shall submit to the Engineer for review, a detailed plan showing the design of shoring, bracing, sloping, or other provi sions to be made for worker protection from the hazard of caving ground during the excavat ion of such trench or trenches.
Structural calculations prepared, stamped and signe d by a Registered Engineer licensed to practice in the State of California shall accomp any the plan to verify the structural safety and adequacy of the sheeting, shoring and br acing to be used on the project. No such plan shall allow any shoring, sloping or a pro tection system less effective than that required by the Construction Safety Orders of the S tate Division of Occupational Safety and Health.
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The maximum length of open trench shall be three-hu ndred (300) feet or the distance that pipe can be installed in a single day as deter mined by the Engineer. Trenches shall be backfilled and covered with two (2) inches of cu tback (in paved areas) or bridged with tack-welded steel plates at the end of each workday . Cutback shall be placed around plate edges to provide a smooth transition and to secure against displacement.
As soon as possible under the provisions of these s pecifications, the Contractor shall backfill all excavations and restore to usefulness all improvements that existed prior to the start of construction.
(c) Confined Space Entry Program (CSEP) - Entry into permit-required confined spaces as defined in Section 5157, Title 8, California Code o f Regulations (CCR) may be required as a part of the work. All manholes, tanks, vaults , pipelines, excavations, or other enclosed or partially enclosed spaces shall be cons idered permit-required confined spaces until the pre-entry procedures demonstrate o therwise. The Contractor shall be responsible for implementing, administering, and ma intaining a confined space entry program (CSEP) in accordance with Sections 5156, 51 57, 5158, Title 8, CCR and shall implement such a program prior to performing any wo rk in a permit-required confined space. A copy of the permit shall be available at all times for review by the Contractor and City personnel at the work site.
Prior to starting work, the Contractor shall prepar e and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potent ial physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following:
1. Training of personnel
2. Purging and cleaning the space of materials and residue
3. Potential isolation and control of energy and ma terial inflow
4. Controlled access to the space
5. Atmospheric testing of the space
6. Ventilation of the space
7. Special hazards consideration
8. Personal protective equipment
9. Rescue plan provisions
The Contractor’s CSEP submittal shall also include the names of the Contractor’s and Subcontractor’s personnel assigned to the project w ho will have CSEP responsibilities, their CSEP training, their specific assignment and their responsibilities in carrying out the CSEP.
Payment for implementing, administering, and provi ding all equipment and personnel associated with the CSEP shall be included in the b id items for which the CSEP is required and no additional compensation will be made.
(d) Hazardous Conditions: Contractor’s Responsibility f or Precautions - Contractor agrees that if, during the progress of the work, a hazardo us condition is identified which involves a risk of bodily harm to any person or a risk of da mage to any property, the Contractor will take such special precautions as shall be nece ssary to make the progress of the work safe under such condition. Conditions may result f rom, but are not limited to, the use of specified materials or equipment, the location of t he work, the condition of the site, the kind or method of construction, or the manner in wh ich any of the work is required to be done. The Contractor agrees to assume the sole res ponsibility for determining whether any such hazardous condition exists or will be created during the course of the work. (e) Use of Explosives – Explosives may be used only when authorized in wri ting by the Engineer, or as otherwise stated in the Specificati ons. Explosives shall be handled,
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used, and stored in accordance with all applicable regulations. No explosive material shall be transported to, stored or utilized on the site without written permission of Engineer. All blasting work and handling of explos ives on the site shall be done only by qualified persons who possess a valid permit. The Engineer’s approval of the use of explosives shall not relieve the Contractor from li ability for claims caused by blasting operations.
(f) Special Hazardous Substances and Process – Materials that contain hazardous substances or mixtures may be required on the work. A Material Safety Data Sheet as described in California Code of Regulations, Sectio n 5194 shall be requested by the Contractor from the manufacturer of any hazardous products used and submitted to the Engineer.
Hazardous material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label.
The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions.
9.22 Patent Fees or Royalties - All fees, royalties or claims for any patented invention, article or method that may be used upon or in any manner co nnected with the work under this contract shall be included in the price bid for the work and the cont ractor and his sureties shall protect and hold the City, together with all the City's officers, agents, serv ants and employees, harmless against any and all demands made for such fees or claims brought or mad e by the holder of any invention or patent and, before the final payment is made on account of this contract, contractor shall, if requested by the Engineer, furnish acceptable proof of a proper release from all such fees or claims.
Should the contractor, his agents, servants or empl oyees, or any of them, be enjoined from furnishing or using any invention, article, materia l or appliance supplied or required to be supplied or used under this contract, the contractor shall promptly substitute other articles, materials or appliances, in lieu thereof, of equal efficiency, quality, finish, suit ability and market value and satisfactory in all re spects to the Engineer. Or, in the event that the Engineers elects in lieu of such substitution to have supplie s and to retain and use any such invention, article, mate rial or appliance as may be required by the contrac t to be supplied – in that event, the contractor shall p ay such royalties and secure such valid licenses as may be requisite and necessary for the City, the City's officers, agents, servants and employees, or any o f them to use such invention, article, material or ap pliance without being disturbed or in any way inter fered with by any proceeding in law or equity on account thereof. Should the contractor neglect or refuse t o make the substitution promptly, or to pay such roya lties and secure such licenses as may be necessary, then, in that event, the Engineer shall have the ri ght to make such substitution or the City may pay s uch royalties and secure such licenses and charge the c ost thereof against any monies due the contractor from the City or recover the amount thereof from hi m and his sureties notwithstanding final payment under this contract may have been made.
9.23 Advertising - The names of the Contractor or S ubcontractors, with their addresses and the designation of their particular specialties, ma y be displayed at the job site on removable signs o nly if written approval is received from the Engineer. Com mercial advertising material shall not be attached to, or painted on the surfaces of, any buildings, fences, canopies, or barricades.
9.24 Antitrust Claims – Attention is directed to Pu blic Contract Code, Section 7103.5 which provides: “In entering into a public works contract or a subcontract to supply goods, services, or mat erials pursuant to a public works contract, the Contractor or Subcontractor offers and agrees to assign to th e City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or the Cartwright Act (Chapt er 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code), a rising from purchases of goods, services, or materi als pursuant to the public works contract or subcontrac t. The assignment shall be made and become effective at the time the City tenders final paymen t to the Contractor, without further acknowledgemen t by the parties.”
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9.25 Audit and Examination of Records – The City an d entities and agencies designated by the City, shall have access to, and the right to au dit and examine at no additional cost, all of the Contractor’s project related data including but not limited to, books, estimates, records, contracts, bid cost data, Subcontractor and supplier job cost data, cha nge orders, correspondence, instructions, drawings, receipts, vouchers, purchase orders, notes, computa tions, daily logs, and memoranda relating to the work. Pursuant to Government Code, Section 8546.7, the Contractor shall preserve all such records and will be subject to examination and audit by the Sta te Auditor, at the request of the City, for a perio d of three (3) years after final payment under the Agreement.
9.26 Notice of Entrance - Before entering any private property the contractor shall give the owner, tenant and inspector a minimum of forty-eight (48) hours written notice.
9.27 Additional and Emergency Protection - Wherever, in the opinion of the Engineer, the contractor has not taken sufficient precautions for the safety of the public or the protection of the works to be constructed under this contract, or of adjacent structures or property which may be injured by processes of construction on account of such neglec t, and whenever, in the opinion of the Engineer, an emergency shall arise and immediate actions shall b e considered necessary in order to protect personal and property interest, whether public or private, t hen and in that event, the Engineer, with or withou t notice to the contractor, may provide suitable prot ection to the said interests by causing such work t o be done and such material to be furnished as shall pro vide such protection as the Engineer may consider necessary and adequate.
The cost and expense of such work and material so f urnished shall be borne by the contractor and if the same shall not be paid on presentation o f the bills therefore, then such costs shall be ded ucted from any amounts due or to become due the contracto r. The performance of such emergency work under the direction of the Engineer shall in no way relieve the contractor from any damages which may occur during or after precaution has been taken by the Engineer.
9.28 Placing Portions of Work in Service - Portions of the work may be placed in service as completed if desired by the City. Contractor shall give proper access to the work for this purpose. Such use and operation shall not constitute an acceptanc e of the work and the work, and the contractor shall be liable for defects due to faulty construction until the entire work under the contract is finally accepted.
9.29 Rights-of-Way - The City will provide all righ ts-of-way and easements in or beneath which pipes and other structures will be constructed by t he Contractor under this contract. If through the failure of the City to acquire or clear title to rights-of- way, the Contractor sustains loss which could not h ave been avoided by the judicious handling of forces and pla nt, there shall be paid to the contractor such amou nt as the Engineer may find to be a fair and reasonabl e compensation for such part of the Contractor's actual loss as the Engineer deems unavoidable. Act ual loss shall be understood to include no items other than necessary payments, idle time of men, id le time of equipment, cost of extra moving of equipment, and cost of longer hauls, with no allowa nce in any case for overhead or profit. If perform ance of the Contractor's work is delayed as a result of the failure of the City to acquire or clear title t o rights-of- way, a commensurate extension of time will be grant ed.
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SECTION 10 - MEASUREMENT AND PAYMENT
10.01 Measurement of Quantities for Unit Price Work - Materials and items of work which are to be paid for on the basis of measurement shall be me asured in accordance with the methods stipulated in the particular sections of the Contract Documents i nvolved . Unless specifically stated otherwise in this contract, no extra measurement(s) according to loca l custom of any kind shall be allowed in measuring the work under this contract; only the length, area , solid contents, number, weight, or time in standa rd units, as the case may be, shall be considered as specified.
Unless otherwise specified, quantities of work shal l be determined from measurements or dimensions in the horizontal planes. Stationing s hall be along the street centerline, lengths of san itary sewers, storm drains and water lines shall be measu red as the horizontal distances from center to cent er of structures, rounded to the nearest foot, and len gths of all return radii and curb data shall be mea sured along the face of curb. Volumetric quantities shal l be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimensions. Measurements shall be in accordance with U.S. Standard Measures. A pound is an avoirdupois pound. A ton is two-thousand (2,000) pounds avoirdupois. The unit of liquid measure is the U.S. gallon.
When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall submit to the Enginee r with duplicate licensed Weighmaster’s certificate s showing the actual net weights. The City will accept the certificates as evidence of the weights delivered.
10.02 Bid Items - Should any bid item be eliminated in its entirety, payment will be made to the Contractor for actual costs incurred, in connection with such eliminated contract work, and for costs incurred prior to the date of the Engineer’s writte n notification eliminating such work. The actual c osts to be paid to the Contractor shall be computed in the same manner as if the work were to be paid on a for ce account basis. No compensation will be made to the Contractor, in any case, for loss of anticipated profits. Increased or decreased scope involving a change order will be paid as stipulated in the chan ge order.
The estimated value of work performed, for lump sum bids or lump sum bid items will be determined from the schedule of values, to be prepa red by the Contractor and presented at the preconstruction meeting. Elements of work on the s chedule of values shall be separated into groupings appropriate for the project. The Technical Specific ations may be used as a guide for establishing thes e groupings. Move-in costs, bond and insurance costs , and submittal preparation costs can be included i n the schedule of values under a separate mobilizatio n line item. This line item shall not exceed five- percent (5%) of the contract’s value. Overhead and profit shall not be allowed as a line item, but sha ll be prorated over other items of work.
10.03 Bid Quantities - The quantities listed in the Bid Schedule for each bid item do not govern final payment. Payments to the Contractor will be made only for the actual quantities of contract ite ms constructed in accordance with the plans and specif ications. If upon completion of the construction, the actual quantities show either an increase or decrea se from the quantities given in the bid schedule, t he contract unit prices will still prevail.
Payment will not be made for materials wasted or di sposed of in a manner not called for under the contract. This includes rejected material not unloaded from vehicles, material rejected after it has been placed and material placed outside of the plan lines. Unless otherwise provided, no payment will be made for materials delivered to the site but not in corporated in the work. Such quantities will not b e included in the final pay quantities. No compensat ion will be allowed for the disposal of rejected or excess material.
When the estimated quantity for a specific portion of work is designated on the Bid Schedule as a “Final Pay Quantity”, the estimated quantity specif ied shall be the final quantity for which payment f or
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such specified portion of the work will be made, re gardless of the actual quantity constructed, unless the dimensions of said portions of the work shown on th e plans are revised by the Engineer. If such dimensions are revised and such revisions result in an increase or decrease in the quantity of such wo rk, the final quantity for payment will be revised by t he amount represented by the change. The estimated quantity for any portion of the work designated as a Final Pay Quantity shall be considered as approximate only and no guarantee is made that the quantity, which can be determined by computations, based upon the details and dimensions shown on the plans, will equal the estimated quantity. No allowance will be made in the event that the quanti ties based upon computations do not equal the estimated quantities. Final pay quantities will be designated on the Bid Schedule with the letter (F) and shall only apply to the corresponding portions of w ork specifically designated on the plans. Any port ion of work not designated as a final pay quantity will be measured and paid for as specified under other provisions of the Contract Documents.
10.04 Progress Payments – On or about the 25 th day of each month may be designated as the date which would terminate each working month for the purpose of making progress payments.
The Contractor's request for a progress payment sha ll be submitted under cover of the Request for Progress Payment form approved by the Engineer. The Request for Progress Payment form shall be complete and properly executed by the contractor, a nd have, as attachments, the items listed on the form.
The Contractor shall, on the date established, prep are and submit a progress estimate to the City for work accomplished during the previous working m onth, based on the various contract bid items and the unit bid prices. Invoices shall include amount s previously paid, itemized retention and any deduc tions or additions authorized by change order. Consultat ion with the Engineer may be necessary to determine the amount of work accomplished.
The first progress payment will not be made until t he following submittals have been provided and accepted: list and schedule of submittals, Baselin e Construction Schedule, schedule of values (if applicable), SWPPP. Subsequent progress payment re quests will not be accepted unless accompanied by the progress payment cover letter, an updated ba seline or revised schedule, a certification that th e record drawings have been updated as of the date of the invoice.
Upon receipt of a progress payment request, the Cit y shall, within ten (10) working days, determine if the request is proper, and if disputed the City will return the progress payment to the Contractor along with a written document setting fo rth the progress payment request’s shortcomings.
Following receipt of an undisputed and properly sub mitted progress payment request, the City shall authorize payment within thirty (30) calendar days.
Contractor may request partial payment for material s delivered to the site but not yet incorporated into the work (materials on hand). To receive cons ideration for payment of materials on hand, the Contractor shall provide the Engineer with a list o f such materials at least five (5) working days pri or to submitting the monthly estimate of amount earned fo r work completed. At the Engineer’s sole discretio n, up to seventy-five-percent (75%) of the estimated v alue of materials on hand may be considered for payment, subject to the following:
(a) Only materials which have received favorable review of shop drawings will qualify. (b) Eligible materials must be delivered and prope rly stored, protected, and maintained in a manner favorably reviewed by the Engineer, at the j ob site or at a bonded warehouse. (c) The Contractor's actual net cost for the mate rials must be supported by paid invoices to suppliers or other documentation requested by the Engineer. (d) Materials delivered to the site less than thi rty (30) days prior to their scheduled incorporation in the work shall not qualify.
(e) Partial payments for materials on hand shall not be deemed to be final payment for the material nor relieve the Contractor of his obligations under the Contract.
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(f) Partial payments for materials on hand shall be subject to retention.
From each progress estimate, five percent (5%) will be deducted and retained by the City, and the remainder of the amount due, less the amount of all previous payment will be paid to the Contracto r provided all work invoiced has been completed and approved by the Engineer.
The Engineer may withhold or nullify, the whole or any part of any payment to such extent as may be necessary to protect the City from loss on account of any of the following:
(a) Defective or vandalized work not remedied,
(b) Damage to the City or another Contractor,
(c) Claims filed, or reasonable evidence indicating probable filing of claims, (d) Stop notices, or failure of the Contractor to m ake payments properly to subcontractors or laborers or suppliers, in which case 125% of the st op notice amount shall be withheld until a release form is received,
(e) A reasonable doubt that the contract can be com pleted for the balance unpaid, (f) Reasonable evidence that the work will not be c ompleted within the contract time and that the unpaid balance of the contract sum would n ot be adequate to cover the City’s liquidated damages assessed in accordance with the Agreement for the anticipated delay,
(g) Failure of Contractor to maintain, update and s ubmit record documents, schedules or other submittals as required by the Contract Documents, (h) Performance of work by Contractor without prope rly processed shop drawings; (i) Any other failure of Contractor to perform its obligations under the Contract Documents.
The Contractor may elect to receive one hundred per cent (100%) of payments due under the contract from time to time, without retention of an y portion of the payment by the City, by depositing and maintaining securities of a value equivalent to the retention amount with the City in accordance with the provisions of Public Contract Code, Section 22300. Such securities, if deposited by the Contractor, s hall be valued by the City’s Administrative Services Dir ector, whose decision on valuation of the securitie s shall be final.
Contractor warrants that, upon submittal of an appl ication for payment, all work for which payment has been previously issued by the City and received by the Contractor, shall be free and clear of all claims, stop notices, security interests, and e ncumbrances in favor of Contractor, Subcontractors, or other persons or firms entitled to make claims by r eason of having provided labor, materials, or equipment relating to work.
The payment of progress payments by the City shall not be construed as an absolute acceptance of the work done up to the time of such payments and shall not constitute acceptance of defective work.
10.05 Retentions - The City shall retain five perce nt (5%) of the amount of each progress estimate, and the accumulation of said amounts so r etained from the progressive payments to the extent unencumbered will be paid to the contractor in no l ess than thirty-five (35) days after the completion and acceptance by the Engineer and the City of the work done.
Upon contractor's request, City will make payment o f funds withheld from progress payments pursuant to the requirements of Code Section 14402 if contractor deposits in escrow with the City, or with a bank acceptable to the City, securities eligible for the investment of State funds under Government Code Section 16430 or bank or savings and loan cert ificates of deposit, upon the following conditions:
(a) Contractor shall bear the expense of the City a nd the escrow agent in connection with the escrow deposit made.
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(b) Securities or certificates of deposit to be pla ced in escrow shall be of a value at least equivalent to the amounts of retention to be paid t o the contractor pursuant to this section.
(c) Contractor shall enter into an escrow agreement satisfactory to the City, which agreement shall include provisions governing inter alia:
1. Amount of securities to be deposited.
1. Providing of powers of attorney or other documen ts necessary for the transfer of the securities to be deposited.
2. Conversion to cash to provide funds to meet defa ults to termination of the contractor's control over the work, stop notices fi led pursuant to the law, assessment of liquidated damages or other amounts t o be kept or retained under the provisions of the contract.
3. Decrease in value of securities or deposit.
4. Termination of the escrow upon completion of the contract. (d) Contractor shall obtain the written consent of the surety to such agreement.
10.06 Final Payment - The City shall, prior to fina l acceptance, provide the Contractor with a copy of the final quantities for the various contra ct bid items and a summary of contract change order s for his review. All prior payments shall be subject to correction in determining the total contract sum. The Contractor shall reply promptly in writing, to indi cate either his concurrence or an explanation of po ssible discrepancies in the total contract sum.
The project will not be submitted to the City Counc il for acceptance until the Engineer and the Contractor concur with the totals of all quantities , costs, contract change orders and the total contr act sum. Following concurrence, a semi-final payment w ill be made to the Contractor after deducting all previous payments and all amounts to be retained un der the provisions of the contract. The retention payment shall be due and payable as a final payment after the expiration of thirty-five (35) days foll owing the date of final acceptance of the work by the City Council.
If within the time fixed by law, a properly execute d notice to stop payment is filed with the City, due to Contractor’s failure to pay for labor or mat erials used in the work, all money due for such lab or or materials will be withheld from payment to the Contractor in accordance with applicable laws.
If releases are required, the Contractor shall pay or cause to be paid to Subcontractors the amount stated in the conditional releases within fi ve (5) days after receipt of the semi-final payment , and shall promptly thereafter furnish evidence of such payment to the City.
The securities deposited by the Contractor will be released, providing that the following requirements of the contract have been fulfilled:
(a) Satisfactory completion of all construction wo rk and written acceptance of said work by the City;
(b) The submission by the Contractor to the Engin eer of all required stop notice releases, submittals, written guarantees, warranties, operati ng manuals, and other project related documentation;
(c) The return to the Engineer of all drawings an d written specifications loaned to the Contractor during the construction period.
(d) The submission by the Contractor to the Engin eer of record documents and a set of red- lined drawings showing the revisions to the origina l set of drawings which reflect the actual construction of the project for preparation of “Record Drawings”.
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The Contractor agrees that the payment of the final amount due under the contract shall release the City of San Carlos from any and all claims or l iability on account of all work performed under the contract, except those items previously made in wri ting and identified by the Contractor as unsettled.
Release of the final payment by the City shall not be construed as an acceptance of any defective work or acceptance of improper materials.
10.07 Acceptance - Contractor shall notify Engineer in writing of the completion of the work, whereupon the Engineer shall promptly satisfy them self by personal inspection as to the actual completion of the work in accordance with the terms of the contract. After receiving a written recommendation from the Engineer for acceptance of the work, City shall accept or reject the work; stating, if the work is rejected, the requisite con ditions for acceptance. When the City accepts the work, they shall file a Notice of Completion with the Cou nty Recorder in the county where the work is locate d and shall promptly notify the contractor in writing of the recordation. Contractor warrants and guara ntees that title to all work, materials and equipment acc epted by the City will pass to the City free and cl ear of all liens, claims, security interests or encumbrances, and that no work, materials or equipment accepted w ill have been acquired by the contractor, or by any oth er person performing the work at the site or furnis hing materials or equipment for the project, subject to an agreement under which an interest therein or encumbrances thereon is retained by the seller or otherwise imposed by contractor of such other person.
10.08 Compensation for Extra or Omitted Work – Comp ensation for extra or omitted work shall be in accordance with Section 5.08, Change Orders.
10.09 Compensation to City for Extension of Time - In case the work called for under this contract is not completed within the time limit sti pulated herein, the City shall have the right, as p rovided hereinabove, to extend the time of completion there of. If the time limit so be extended, the City sha ll have the right to charge to the contractor and to deduct from the final payment for the work the actual cos t to the City of engineering, inspection, administration , legal and other overhead expenses which are direc tly chargeable to the extension of time. The cost of f inal surveys and preparation of the final estimate shall not be included in such charges.
10.10 Claims - The term “Claim” shall mean a writte n demand or assertion by the Contractor seeking, as a matter of asserted right, adjustment in the terms of the Contract Documents, payment of money, extension of time, or other relief with resp ect to the Contract Documents, or determination of other disputes or matters in question between the C ity and Contractor arising out of or related to the Contract Documents or the performance of the work, including claims alleging an error or omission.
A claim must be stated with specificity, including identification of the event giving rise to claim, t he date of the event, and the asserted effect on contr act sum and contract time. The claim shall include adequate supporting data. Adequate supporting data for a claim for an adjustment of the contract time shall include scheduling data demonstrating the imp act of the event on the completion of the work.
Adequate supporting data for a claim for an adjustm ent of the contract sum shall include a detailed co st breakdown of the items allowed, isolating labor, ma terial, and equipment costs, and providing detailed quantities and unit prices for changed work. If th e exact amount of a claim is not ascertainable at t he time such claim is made, the supporting data currently a vailable shall be submitted. Supplemental data supporting the exact amount of the claim shall be submitted as soon as available.
Notwithstanding the making of any claim or the exis tence of any dispute regarding any claim, unless otherwise directed by the Engineer, the Cont ractor shall not cause any delay, cessation, or termination in the performance of the work, including portions of the work pertaining to a claim.
10.11 Time Limit on Claims - Contractor shall submi t any and all claims, together with adequate supporting data to the Engineer as soon as possible but not later than ten (10) working days after occurrence of the event giving rise to the claim, o r the date the Contractor first recognized, or reas onably should have recognized, the condition giving rise t o the claim, whichever is earlier. Contractor here by expressly waives all claims not made within this time limit.
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Contractor is expressly barred from asserting any c laims of which the Contractor was aware, whether or not the exact amount of such claims was ascertainable, that is not submitted to the Enginee r prior to the Contractor proceeding with the work.
10.12 City Response to Claims - The Engineer shall promptly review claims. If additional supporting data is deemed necessary, the Engineer s hall request such additional data within ten (10) working days after receipt of the claim. The Contr actor shall furnish such additional data no later t han ten (10) working days after receipt of the City’s reque st. The Engineer shall render a decision promptly, but in any event, within thirty (30) working days after the receipt of the claim or the receipt of additio nal supporting data. If the amount of the claim is in excess of $50,000, the aforesaid thirty (30) workin g day period shall be sixty (60) working days. Failure o f the Engineer to render a decision within the afor esaid thirty (30) or sixty (60) working day period shall be deemed a decision denying the claim and the last day of such period shall be the date of such decision. The decision of the Engineer shall be final and bi nding unless appealed in accordance with the General Prov isions, Section 10.15, “Appeal of the Engineer’s Decision”.
10.13 Appeal of Engineer’s Decision - If Contractor disputes the Engineer’s decision of a claim, the Contractor shall, within thirty (30) calendar d ays of the decision, make a written appeal of the d ecision to the Engineer. The written appeal shall include all supporting data upon which the Contractor reque sts the City to modify its decision, including all docu mentation transmitted between the Contractor and th e Engineer on the underlying claim. The Engineer sha ll make a good faith effort to resolve the claim pr ior to final completion of the Project. In the event t he claim is not resolved prior to final completion, the Contractor’s claim shall be heard by the Director o f Public Works prior to recommending final acceptan ce to the City Council. The Contractor’s administrati ve remedies under the Contract Documents shall be exhausted after the decision of the Director of Pub lic Works is rendered. In case of disagreement wit h the decision of the Director of Public Works, the C ontractor may pursue the resolution of the dispute by presenting a formal claim to the City.
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SECTION 11 - GUARANTY
11.01 Contractor’s Guaranty - Prior to final accept ance, the Contractor shall warrant and guaranty to the City that all work is in accordance with the Contract Documents and is not defective.
The guaranty shall be accompanied by a warranty bon d for ten percent (10%) of the final contract sum, which shall warrant the quality of the work for a period of two (2) years after acceptance. The guaranty and warranty bond shall be in accordance with the Agreement Forms furnished in the Contract Documents.
11.02 Correction of Defective Work During the Guara nty Period - If within two (2) years after the date of City Council acceptance, or such longer period of time as may be prescribed by laws or regulations or by the terms of any applicable special guaranty required by the Contract Documents, any work is found to be defective, the Contractor shall promptly without cost to the City and in accordanc e with the City’s written instructions, either correct such defective work or if it has been rejected by the City, remove it from the site and replace it with non-defective work.
If the Contractor does not promptly comply with the terms of such instructions within ten (10) working days after written demand by the City, the City may have the defective work corrected. The Ci ty may also correct defective work immediately in cases of emergency where delay would cause serious risk of loss or damage. All direct, indirect and consequential costs of correcting defective work (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) shall be absorbed by the Contractor.
The Contractor shall remove from the Project site portions of the work and materials which are not in accordance with the Contract Documents and w hich are neither corrected by the Contractor nor accepted by the City. If Contractor fails to pay the costs of such removal within ten (10) working days after written demand, the City may, without prejudice to other remedies, sell such materials at auction or at private sale, or otherwise dispose of such material. The Contractor shall be entitled to the proceeds of such sale, if any, in excess of the costs and damages for which the Contractor is liable to the City, including reasonable attorneys’ fees and expenses a nd compensation for the City’s services and expenses.
The City shall have the option, at its sole discretion and by notice to the Contractor, to accept defective work as defined in Section 4.18 – “Acceptance of Defective Work. “
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SPECIAL PROVISIONS
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SPECIAL PROVISIONS
These Special Provisions contain project specific r equirements pertaining to the work, and as such, shall take precedence over the General Condit ions portions of these Specifications. All costs associated with satisfying the requirements i n these Special Provisions shall be included in the Contractor’s bid price and no additional compensation shall be made.
1. DESCRIPTION OF WORK
The City intends to clean and assess the existing s anitary sewer system owned and operated by the City of San Carlos in the areas as shown in Appendix B, Project Areas, Appendix C, Project Cleaning and Inspection List, and as listed in the bid schedule. In the case of a conflict between Appendix B and Appendix C, Appendix C will govern. Some pipelines may be located partially or completely within easement areas, which may require additional coordination with the property owners or tenants.
The Contractor shall furnish all materials, labor, tools, equipment, supervision, transportation, handling, storage, traffic control, permits, licenses, and all other incidentals necessary to complete the work successfully.
Typical work includes, but is not limited to, the following:
• Pipeline Cleaning
• Closed Circuit Television (CCTV) Inspection
• Invert to Rim Measuring
• Pipeline Condition Assessment and Coding per NASSC O’s Pipeline Assessment and Certification Program (PACP)
• Traffic Control
• Coordination with property owner when performing w ork in easements • Capturing, Removing, Transporting, and Disposing o f debris from the pipelines • Providing data and written reports and attending w eekly coordination meetings • Implementing a quality control program
2. LOCATION
Work to be done under this contract is within various locations in the City of San Carlos, consisting of Sewer Basins 4, 10, 12, and 13, as shown in Appendix B, Project Areas, and as listed in Appendix C, Project Cleaning and Inspection List.
3. QUALIFICATION OF BIDDERS
The Bidder must have experience in Closed Circuit T elevision (CCTV) Inspection and have provided inspection services on underground sanitary sewer pipeline systems. The Bidder, by its own work forces, must have successfu lly completed a minimum of five (5) projects in the last five (5) years with a minimum of 150,000 linear feet of sewer cleaning and inspection, using the National Association of S ewer Service Companies’ (NASSCO) guidelines and standards.
All CCTV operators who will be performing the inspection, coding, and quality control must be certified by NASSCO by passing the Pipeline Asse ssment and Certification Program
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(PACP), and all personnel performing the cleaning o peration must have a CWEA Collection System Maintenance Grade 1 certification.
The Contractor shall provide the following prior to the commencement of work:
• NASSCO certifications and a list that includes the names of the CCTV operators and their experience using NASSCO’s PACP.
• CWEA certifications (Collection System Maintenance Grade 1) as well as a list of the names of the personnel performing the cleaning operation.
4. DAYS & HOURS OF OPERATION
The Contractor shall restrict construction activit ies to the following hours:
Schedule of Working Hours within Public Right of Way
Construction Location Working Days Working Hours
Residential & Local Monday through Friday 8:00 a.m. to 4:00 p.m.
Arterial & Collector Monday through Friday 9:00 a.m. to 3:0 0 p.m.
No work shall be performed on Saturdays, Sundays, or designated legal holidays unless otherwise designated below.
Exceptions may be made, at the Engineer’s discretio n, to allow work at other times and on other days if required for the Contractor’s oper ations. In such cases, the Contractor shall have an alternate work schedule reviewed and authorized by the Engineer prior to commencement of work.
Activities outside of those hours shall not generat e objectionable noise, dust, or inconvenience to the public. Regular working days a re from Monday through Friday except City legal holidays unless exception is granted by the City Engineer.
Contractor to coordinate with nearby schools that m ay be affected by improvements and plan working hours to accommodate school’s schedule when in session. Contractor shall note that these areas may experience higher volumes of traffic during student drop-off and pick-up, and shall adjust working hours to mini mize any delays or disruption to traffic.
The project has interfacing streets. Contractor shall schedule operations so that minimal disturbance to businesses and residents will occur. In the public’s best interest, activities shall be scheduled in such a way as to avoid having multiple streets in the same neighborhood closed on the same day.
5. CALTRANS COORDINATION
Cleaning and CCTV work is covered under the City’s Maintenance Agreement with Caltrans. The Contractor shall obtain a Caltrans Encroachment “Double Permit” template
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from the City of San Carlos Public Works Department (contact Alex Tat, at [email protected] ), and submit the permit application to Caltrans fo r review and approval. The double permit application will requir e the Contractor to submit typical traffic control plans for the work on El Camino Rea l. The Contractor shall provide a copy of the approved double permit to the City, and shall not begin work on El Camino until an approved permit is on file.
Permits fees and inspection costs with the final payment will be covered as various items under Bid Item No. 1 – Mobilization, see Technical Provisions for additional information.
The Contractor shall submit evidence of payment and receipts to the City for reimbursement. Full compensation for other costs and labor associated with the Caltrans Encroachment Permit, including revising the traffic control plan as necessary per Caltrans comments, and coordination with Caltrans s taff, will be considered as included in the various items of work involved, and no separate payment will be made therefor.
6. SEQUENCE AND COMPLETION
The Contractor’s attention is directed to the fact that the work is segmented at various locations within the City. Each segment shall be c ompleted independently of other segments. The Contractor shall totally complete each independent segment, including site clean up to the satisfaction of the City, when work ing at a particular project site. Line cleaning shall be completed no more than one week p rior to CCTV inspection. It is the sole responsibility of the Contractor to schedule t he project so as to complete each segment of the work within the time specified in these documents.
7. SAFETY AND HEALTH REGULATIONS
The Contractor shall comply with all applicable oc cupational safety and health standards, rules, regulations and orders established by Federal and State Agencies.
Specific attention is directed also to OSHA safety rules, regulations and precautions to be taken by the Contractor before entering sanitary se wer manholes, and other sanitation structures with respect to physical and chemical hazards that may be present.
The area of work shall at all times be protected b y means of an adequate number of cones, barricades, flags or whatever means is neces sary to properly and safely protect both vehicular and pedestrian traffic.
Any condition deemed to be an unsafe condition sha ll be immediately corrected by the Contractor. The failure of the City or its represe ntatives to bring a potentially dangerous situation to the Contractor's attention shall not r elieve the Contractor from their responsibility for providing a safe work area.
Prior to opening a manhole cover, a gas monitor will be used check the atmosphere of that structure for oxygen level and presence of explosiv e, flammable, or toxic gases. Gas levels (O2, H2S, CO, LEL) will be recorded on a log sheet. If unsafe levels are recorded, Contractor shall attempt to ventilate the manhole f or a period of up to about 15 minutes and then recheck gas levels. If unsafe levels still remain, Contractor shall notify the City.
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Contractor will not perform any field work in a man hole in which unsafe gas levels are recorded.
Should a confined space entry be required to retri eve equipment or for any other reason, the Contractor shall follow OSHA Confined Space Entry Requirements.
8. PROTECTION OF EXISTING INSTALLATIONS
The Contractor is advised that a portion of work w ill occur within a public easement located on privately owned property. Where applicable, all work shall be confined to areas within easements. The Contractor will be required to correct or replace without delay any and all damage to existing landscaping structures a nd equipment resulting from the Contractor’s operation at no extra cost to the City.
9. CONTRACTOR’S PLANT AND EQUIPMENT
The Contractor shall at all times be responsible for the security of their plant and equipment. The City will not take any responsibility for missing or damaged equipment, tools or personal belongings.
10. WATER
Water for use during construction shall be furnished by the Contractor and all costs incurred including the water use, meter charges, meter/backflow preventer deposit, vehicles and containers needed in transporting water to the job site shall be paid by the Contractor. The Contractor’s attention is directed to Section 9.11 of the General Provisions for additional information.
11. POWER
All power for and in connection with work to be done under this contract shall be furnished and maintained by Contractor. The Contractor’s attention is directed to Section
9.12(h) of the General Provisions for additional information.
12. CLEANUP
Upon completion of each independent segment and of all work, Contractor shall remove all surplus materials and rubbish, shall repair all damage caused by their workmen and shall leave the premises in a clean and orderly condition.
13. PROTECTION OF VEGETATION
The Contractor shall not remove any trees, plants, shrubs, or ornamental vegetation without the prior written consent of the owner of the vegetation and the City.
14. MAINTENANCE OF SEWER SERVICE
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Cleaning and CCTV inspection operations shall not result in the interruption of sewage service to any customer in the City. Sewage must be controlled within the pipeline at all times.
15. RESEALING OF MANHOLES
The Contractor shall reseal all manholes encounter ed that were sealed for the control of odors or entry of extraneous water.
16. PROTECTION OF PUBLIC SAFETY
If the Contractor encounters a condition where pub lic safety is threatened (such as, but not limited to, a pipe hole, pipe collapse, stoppage, b lockage and/or eminent sewer spill) the City’s representative shall be notified immediately . Furthermore, the Contractor shall provide a visual record of the section of line containing the condition within 8 hours to City.
If the CCTV camera becomes lodged inside the sewer and cannot be retrieved, the Contractor shall inform the City immediately. It is the Contractor's responsibility to remove the camera and ensure that the sewer is not damaged and Sanitary Sewer Overflows (SSOs) do not occur.
17. SURCHARGING OF MANHOLES
If the Contractor encounters a surcharging manhole (flow exceeds the diameter of the sewer pipe) and any blockages, then the Contractor shall immediately notify the City’s representative, including any information on the cause of the blockage.
18. CONTRACTOR-RELATED BLOCKAGE
In the event of any Contractor-related overflow or interruption/backup of customer service, the Contractor shall immediately notify the City an d shall contain and eliminate the overflow. The City’s sewer maintenance department c an be contacted during normal business hours at 650-802-4140 , and at 650-802-4321 after hours and weekends only.
The Contractor shall be responsible for any fines levied by others, reimbursement of any agency incurred costs, damage, cleanup, restoration of flow, and any disruption of service costs to customers as a result of the Contractor’s work. This is in addition to any and all costs incurred by the customer. The City reserves the right to deduct any costs resulting from the above by reducing the amounts from the nex t invoice owed to the Contractor or by direct billing to the contractor which shall be paid no later than thirty (30) days following invoice date.
19. OWNER / CONTRACTOR MEETINGS
A. PRE-CLEANING AND INSPECTION MEETING: A Pre-Cleaning and Inspection Conference will be held at the San Carlos City Hall , 600 Elm Street, San Carlos, CA 94070 after the issuance of a Notice to Proceed.
The conference will address the scope of work and t he Contractor's proposed construction schedule, traffic control and detour plan. The Contractor shall provide
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the following, as specified in the Technical Provis ions, in addition to the items specified in Section 8.09 of the General Provisions:
• A sample work product,
• The proposed construction schedule (for overall pr oject), • Two-week look-ahead construction schedule,
• Draft of the notification letter to residents and merchants, • The proposed traffic control plan,
• The personnel list and certifications,
• A health and safety plan,
• An equipment list,
• A water pollution control plan
The meeting shall be attended by:
• Contractor's representative, superintendent and ma jor subcontractors, • City's representative project manager and inspecto r, • Others as Appropriate.
B. WEEKLY CONSTRUCTION MEETINGS: A weekly construction meeting will be held at the construction site, the San Carlos Corpo ration Yard at 1000 Bransten Road, San Carlos, CA 94070, or at San Carlos City H all, 600 Elm Street, San Carlos, CA 94070 as determined by the City Project Manager/Inspector. The weekly meetings will be held on a day and time mutu ally satisfactory to the City and Contractor’s representative and/or superintendent.
At the weekly progress meetings, the Contractor shall provide a written work plan showing the location of cleaning and inspection act ivities for that week. The following submittals will be provided on a biweekly basis, as specified in the Technical Provisions:
• Progress report;
• Sewer cleaning data results;
• Cable footage counter accuracy check logs;
• Data review copies
The meeting shall be attended by:
• Contractor's representative, superintendent and ma jor subcontractors, • City's representative project manager and inspecto r, • Others as Appropriate.
20. NOTIFICATION OF RESIDENTS AND MERCHANTS:
The Contractor shall perform the following tasks prior to commencement of the work:
A. Pre-Construction Planning: Prepare a draft notification letter stating the nature of work, expected duration of construction activity affecting their property, information regarding street closures and/or detouring, along with a distribution map showing all recipients of the notification letter. Include Contractor's telephone number for the purpose of taking inquiries and complaints. Obtain from the City a mailing list of property owners and/or occupants within 300 feet of each project site. Submit a draft copy of the notification letter and distribution map to City at Pre-Construction
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conference. The final format and wording of this letter shall be subject to approval of City.
B. Two-Week Advance Notification:
• The City will have one week from the submittal da te to review and make suggested changes. Once City approval of letter and distribution map are received, distribute notifications via U.S. mail to all properties in the mailing list within 300 feet of each project site at least two weeks, but no more than three weeks, from the scheduled work at the respective site. Confirm that distribution is complete and accurate.
• For each project site within 1000 feet of a schoo l, Contractor shall coordinate with City staff and school principals to notify the parents of any changes in traffic patterns, detours, or parkin g restrictions. The notification shall include a copy of the approved T raffic Control Plan or detours around the school area.
C. 72-Hour Advance Notification: Prepare a second draft notification letter and submit to City for review. The City will have one w eek from the submittal date to review and make suggested changes. Once approval of the second notification letter is received, the Contractor shall provide a copy of the final letter to the City and use the City-approved mailing list and map from Section B above to hand- deliver the notice to all required recipients at least 72 hours, but no more than 96 hours, ahead of construction at each project site. If work is rescheduled or delayed, repeat this notification process.
D. No Parking Signs:
• If necessary, “No Parking – Tow Away” signs shall be posted on the front and back of Type II barricades, spaced no gre ater than 100-feet apart, a minimum of 48 hours in advance of all work requiring parking restrictions. Only the date in which the parking re striction is needed shall be printed (in 2-inch letters) on the sign. A ll signs must be removed immediately after the work requiring the pa rking restriction has been completed.
• The first barricade of each block, on both sides of the street, in both directions of travel (4 totals) shall contain, in addition to the “No Parking – Tow Away” sign, the 72-Hour Advance Notification flyer to provide property owners with a general description of the w ork to be done. The Contractor shall notify the inspector 48 hours in a dvance of the operation. City inspector will verify the posting a nd notify the police department.
• City will provide “No Parking” signs for the Cont ractor’s use on this project, if needed. Contractor Shall arrange for th e pickup of signs not less than seven days prior to being needed.
E. Public Outreach:
• The Contractor shall apply a proactive public out reach approach to construction operations throughout the duration of the project, including noticing the public prior to the beginning of const ruction activities.
Outreach shall be coordinated with the project sche dule and project components such as: traffic and pedestrian controls ; noticing for
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residents; businesses; schools; etc. Ensure that th e building/property manager or owner receives notifications for managed properties (i.e., apartments, businesses). Public outreach activities need to match updates to the project schedule, and also be timed appropriately for work items.
• Multiple public notifications shall be provided f or various work items as described elsewhere in the specifications.
• Public outreach shall include daily and weekly ac tivities to notify the public of construction impacts and progress. The Co ntractor shall designate a construction crew member for public out reach (outreach lead), who will be responsible for handling public outreach tasks and coordination, including coordination with the City. The outreach lead shall attend construction progress meetings.
• Contractor shall utilize the project's web-based document management system for the transmittal of outreach materials for City and public. • Providing public outreach for the duration of the project, including, but not limited to, pre-construction notices, construct ion area signage, weekly electronic-based communication, community ou treach, etc.
Outreach to be coordinated with the various submitt als required by the Contract for coordination, traffic and pedestrian c ontrol, and general site controls for the project.
F. Construction-Phase Responsibilities:
• Provide timely updates to City Project Constructi on Manager regarding schedule changes, delays, new impacts, and addition al work affecting access or traffic.
• Installed required on-site signage for traffic co ntrol, detours, and access changes.
• Maintain signage throughout project duration.
G. Ongoing Communication Compliance:
• Use only City-approved communication content
• Follow all notification timelines
• Coordinate with City before issuing any new or re vised public information
If Contractor encounters any difficulty in obtaini ng resident’s or business manager’s permission to access the easement in order to perfo rm the inspection, then Contractor shall contact the City for assistance. In such cases, Contractor shall provide a minimum of two weeks’ notice to the City prior to the need to access private property. Contractor is responsible for scheduling work such that this two- week notification period does not interfere with the overall work schedule.
21. STORM WATER POLLUTION PREVENTION
Consistent with the requirements of the federal Cl ean Water Act, the Project is subject to storm water pollution prevention requirements, whic h include the implementation of a water pollution prevention plan and/or implementation of local storm water requirements, which prohibit the discharge of pollutants from the Project site.
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All work shall conform to the National Pollutant D ischarge Elimination System (NPDES) General Permit for Storm Water Discharges Associate d with Construction and Land Disturbance Activities (Order No. 2009-0009-DWQ, NP DES No. CAS000002) ("General Permit"), and the NPDES Municipal Regional Stormwat er Permit (MRP) (Order No. R2- 2015-0049, NPDES No. CAS612008). The Contractor shall implement all applicable San Mateo Countywide Water Pollution Prevention Program (SMCWPPP) measures and Best Management Practices (BMPs). Failure to comply with the approved construction BMPs will result in the issuance of correction notices, citations and/or a stop work order.
Prior to the start of any field work, the Contract or shall prepare a Water Pollution Control Plan (WPCP), in accordance with the latest version of the California Department of Transportation "Water Pollution Control Program (WP CP) Preparation Manual" and template, or other approved template, for review an d approval by the Engineer. The WPCP shall include, at a minimum, the selection of BMPs applicable to the project, and an erosion control plan detailing the locations on the project site where applicable BMPs will be implemented.
The Contractor shall include in the WPCP any appli cable California Department of Transportation Construction Site BMP Fact Sheets, o r an approved equivalent. The Contractor is responsible for furnishing, installin g, constructing, inspecting, maintaining, removing, and disposing of the BMPs as necessary throughout the entirety of the project.
The Contractor shall inspect BMPs regularly, and co rrect improperly installed, damaged, or ineffective BMPs immediately. Site BMP inspections shall be performed in accordance with the approved WPCP, and BMP inspection reports shall be furnished to the City upon request.
22. TRAFFIC CONTROL
Construction shall be organized so as to cause the least possible inconvenience to traffic.
Traffic control shall comply with the latest Caltr ans Standard Plans and traffic control devices shall be furnished, placed, and maintained in accordance with the latest version of Part 6, Temporary Traffic Control, of the Califo rnia Manual on Uniform Traffic Control Devices (CA-MUTCD).
The Contractor shall provide all required signs, barricades, lights, high-level flag trees, arrow boards, and other devices.
The Contractor shall provide all required signs, b arricades, lights, high-level flag trees, arrow boards, and other devices.
No work shall be performed on Saturdays, Sundays, or designated legal holidays.
Exceptions may be made, at the Engineer’s discretion, to allow work at other times and on other days if required for the Contractor’s oper ations. In such cases, the Contractor shall have an alternate work schedule reviewed and authorized by the Engineer prior to commencement of work.
General Requirements:
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1. The Contractor’s attention is directed to Section 9.20 of the General Provisions for additional requirements.
2. The Contractor shall submit a traffic control pl an to the Engineer for review, including any requests for alternate work schedules or work hours:
3. No work may begin under contract until the Traff ic Control Plan has been approved by the Engineer. Time required for review and approval of the Traffic Control Plan shall not constitute a basis for time extension.
4. The Contractor shall maintain temporary AC surfa ce to provide safe and comfortable passage for pedestrian and vehicular traffic.
5. At the end of each day, all trench or access pit excavations shall be either backfilled in accordance with Section 1301-4, “Bedding and Backfill,” of these Technical Specifications, or covered with traffic rated non-skid steel plates. The steel plates shall be countersunk flush with the adjacent grade to provide a smooth surface if the plates are located within the traveled way of the road. Cutbacks shall be applied in gaps and/or at edges. Adjoining plates shall be tack-welded where the plates meet.
Plates located outside of the traveled way shall be held in place by placing temporary asphalt around all edges.
6. The Contractor shall provide electric arrow boar d(s) for any lane closures and reductions, except for on residential streets.
Special Requirements:
1. The Contractor shall be responsible for providin g and maintaining all temporary traffic control and safety devices, including all personnel necessary for effectively directing vehicular, pedestrian and bicycle traffic through the construction zone. The Contractor assumes sole and complete responsibility for the job and site conditions, including safety of all persons and property, from start until final acceptance of the project. This requirement shall apply continuously twenty-four (24) hours per day and shall not be limited to normal working hours.
2. Streets shall not be closed unless authorized by the Engineer in writing at least seventy-two (72) hours prior to the requested date. If street closure is approved, Contractor shall notify the following forty-eight (48) hours prior to the street closure:
a. City’s project manager and inspector
b. City of San Carlos Police Department, (650) 802- 4277 c. City of San Carlos Fire Department, (650) 780-74 00
d. City of San Carlos Garbage, Recycling, and Tree Trimming Haulers e. Recology San Mateo County (650) 595-3900
f. SamTrans
g. Impacted Elementary, Middle, and High Schools
h. Impacted residents and businesses
3. If emergency or urgent street closures are requi red, the Contractor shall notify:
a. City’s project manager and inspector
b. City of San Carlos Police Department, (650) 802- 4277 c. City of San Carlos Fire Department, (650) 780-74 00
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4. If construction will obstruct a bus stop, the Co ntractor shall notify the SamTrans Operations Control Center seventy-two (72) hours in advance at (650) 508-6200.
5. Access for local residents and businesses and al l private property shall be maintained at all times. Signs shall be placed in front of commercial and industrial driveways to allow continual access. At the end of each working day these streets shall be reopened to through traffic with proper barricades, warning devices and temporary striping. If these streets are closed, the Contractor shall proceed expeditiously and with consideration for public convenience from the start of work to its completion.
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TECHNICAL PROVISIONS
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SECTION 0
MEASUREMENT AND PAYMENT
0-1.01 GENERAL
It is the intent of the Proposal and this Contract Document that the bid for each lump sum or unit price item, as submitted, shall cover clean ing of all sewer mains shown on Appendix B, listed in Appendix C, and required by t he Contract Documents. All costs in connection with the work, including labor, material s and equipment to fully complete the work, shall be included in the lump sum or unit pri ce named in the Proposal. No item of work required by contract documents for proper and successful completion of the contract will be paid for in addition to the prices submitted in the Proposal. All work not specifically set forth in the Proposal as a pay item shall be co nsidered a subsidiary obligation of the Contractor and all costs in connection therewith sh all be included in prices shown in the Proposal.
Full compensation for conforming to the requirements in the Special Provisions (with the exception of Traffic Control) shall be considered as included in the contract prices paid for the various items of work involved and no separate payment will be made therefor.
0-1.02 MEASUREMENT AND PAYMENT
Unless otherwise specified in other individual sections of these specifications, quantities of work shall be measured by the linear foot along the longitudinal axis of the pipe.
Lump sum bid items will be measured as a complete j ob, and are intended to cover payment for all work in connection with the item as indicated on the maps and as described throughout these specifications.
Unit price bid items will be measured as described in the bid schedule or specifications.
Bid Items for this project are as follows:
Bid Item No. 1 - Mobilization & Demobilization
(Per Lump Sum)
Measurement and payment for this item shall be on a lump sum basis. Payment for this item will be prorated over the course of t he project based upon the percentage complete of all items. This bid item shall include full compensation for obtaining all bonds, all Contractor acquired permits, bonds licenses, agreements, certifications, and public and agency notifications ; moving onto the site of all equipment, materials and staff including obtaining and setting up of Contractor’s staging area/yard; furnishing and erecting all need ed construction facilities, fencing, project signage, project security, demobil ization, preconstruction photographs, video recording of surface features, progress schedules and reports, contract meetings, and record drawings.
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Bid Item No. 2 – Traffic Control
(Per Lump Sum)
Measurement and payment for this item shall be on a lump sum basis. Payment for this item will be prorated over the course of t he project based upon the percentage complete of all items. This bid item inc ludes full compensation for preparing detailed traffic control plans approved b y the City of San Carlos as required; placing, adjusting and removing temporary traffic control measures, such as, but not limited to, flags, cones, barricades, c rash barriers, signs, and flaggers (personnel dedicated to controlling and managing traffic), traffic control signs both as required by the Contract Drawings and as part of the approved detailed traffic control plan, and all incidentals necessary for wor ker, pedestrian and traffic protection, including furnishing all equipment, materials and personnel associated therewith, and in accordance with the project Techn ical Specifications. Traffic control shall be provided for all project work area s and shall be provided for the duration of the project.
Bid Items No. 3 through 8 – Sewer Cleaning and Inspection, (Pipe Diameter) (Per Linear Foot)
Sewer cleaning and inspection will be measured for payment by the linear foot in a plane along the longitudinal axis of the pipe as re corded by cable footage. The measurement will be from the center of manholes, or where the sewer does not terminate in a manhole, it shall be measured to the end of the pipe as constructed.
Payment for Bid Items No. 3 through 8, “ Sewer Cleaning and Inspection, (Pipe Diameter) ,” compensation for furnishing all labor, materials , equipment, and supervision to perform all work necessary for three passes of cleaning, if necessary, CCTV inspection and documentation, as in cluded and in accordance with these Specifications.
If the cleaning and/or inspection of a section can not be successfully performed due to blockage, measurement and payment shall be by th e linear foot completed, excluding the length of sewer main that was not inspected by CCTV .
END OF SECTION
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SECTION 1
CLEANING AND INSPECTION
PART 1 GENERAL
1-1.01 REFERENCES
A. Pipeline Assessment & Certification Program (PACP) Reference Manual, NASSCO
1-1.02 SUBMITTALS
A. Pre-Cleaning and Inspection Meeting. A meeting will be held prior to the start of cleaning and inspection operations. The following s ubmittals will be provided by the Contractor at the Pre-Cleaning and Inspection Meeting:
1. Sample Work Product. The sample work product shall consist of CCTV of at least three (3) segments or 1,000 feet of pipe, inc luding CCTV inspection logs, a database containing inspection data, digita l photographs, and digital CCTV inspection recording, to the City to verify th at the CCTV database is compatible with the City’s PACP Database, and the d eliverables are acceptable to the City. The City shall verify accep tability of the deliverables within five (5) business days of receipt. The sampl e work product provided must be from a recent project (no older than 1 year).
2. Workplan and Schedule. Contractor shall submit a preliminary bar chart cleaning and inspection schedule for the project. The schedule will show when and where the Contractor will be working.
3. Notification Letter. The Contractor shall submit a copy of proposed notification letter to residents and merchants.
4. Traffic Control Plan. A traffic control plan for typical situations in r esidential areas, the state highway (El Camino), and major thoroughfares (Industrial Rd, Brittan Ave, Alameda de las Pulgas, and San Carlos Ave).
5. Personnel List and Certifications. The Contractor shall submit NASSCO certifications and experience of CCTV personnel, and the CWEA certifications and list of cleaning personnel.
6. Health and Safety Plan. The Contractor shall provide written documentation that all workers have received the training require d under all applicable occupational safety and health standards, rules, re gulations and orders established by Federal and State Agencies. Inspection activities will not begin until the Health and Safety Plan is approved. The Health and Safety Plan shall designate a Construction Site Safety Officer.
7. Equipment List. (Refer to Part 3 of these Technical Provisions).
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8. Water Pollution Control Plan. (Refer to Section 20 of the Special Provisions).
B. Weekly Work Plan. At the weekly progress meetings, the Contractor shall provide a written work plan showing the location of cleanin g and inspection activities for that week.
C. Bi-Weekly Submittals.
1. Progress Report. Every other week, in advance of the progress meeti ng, Contractor shall submit a progress report listing the work completed during the previous two-week period, including any specific is sues such as delays, defects, inability to locate or access manholes, se wer map corrections, etc.; and, if necessary, an updated project schedule that reflects current progress and any schedule impacts arising from inclement wea ther, equipment or staffing problems, etc.
2. Sewer Cleaning Data Results. Contractor shall submit data bi-weekly about the cleaning operation as described in Section 1-3.03.
3. Cable Footage Counter Accuracy Check Logs. The cable footage counter shall be tested for accuracy every 50,000 feet, or at the direction of the City, with the procedure described in Section 1-3.04(k).
4. Data Review Copies. Bi-weekly during CCTV inspection activities, the Contractor shall submit a completed work product (P ACP CCTV inspection logs, CCTV inspection database, digital photographs , and digital CCTV inspection recording) on portable hard drive that can be viewed via the CCTV software viewer software within one week after completion of each two weeks of CCTV inspection work.
D. Corrected Sewer Maps (Upon Completion of Project ). Contractor shall provide an electronic and hard copy of the sewer maps provi ded to the Contractor at the start of the project with any red line changes to the system configuration that were identified in the field.
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1-1.03 QUALITY ASSURANCE/QUALITY CONTROL (QA/QC)
A. Contractor shall be responsible for implementing quality assurance/quality control procedures necessary to ensure that all CCTV inspec tion video, digital photographs and observation data meet the requireme nts of the specification. In addition, City may utilize an engineering consultan t to provide QA/QC for this project. The City and Consultant will compare the work products submitted as the Bi-weekly Submittal against the specification requi rements contained herein and the sample product submitted by the Contractor at t he pre-cleaning conference.
Necessary quality improvement requirements will be returned to the Contractor within two (2) weeks. Contractor shall be responsible for correcting or re-televising any rejected segments at no additional cost. The City reserves the right to suspend Contractor’s work and retain another contractor to complete the work if Contractor fails to correct identified deficiencies or consist ently submits deficient CCTV inspection work products.
PART 2 PRODUCTS
1-2.01 CLEANING MATERIALS
A. Use only those cleaning materials which will no t create hazards to health or property and which will not damage surfaces.
PART 3 EXECUTION
1-3.01 SEWER CLEANING EQUIPMENT
A. Hydraulically Propelled Equipment: The equipmen t used shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect flooding of the sewer. The movable dam shall be equal in diameter to the pipe being cleaned and shall provide a flexible scraper around the outer periphery to insure removal of grease. If sewer cleaning balls or other equipment that cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken.
B. High-Velocity Jet (Hydro-cleaning) Equipment: Al l high-velocity sewer cleaning equipment shall be constructed for ease and safety of operation. The equipment shall have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel.
C. Mechanically Powered Equipment: Bucket machines shall be in pairs with sufficient power to perform the work in an efficient manner. Machines shall be belt operated or have an overload device. Machines with direct drive that could cause damage to the pipe will not be allowed. A power rod machine shall be either a sectional or continuous rod type capable of holding a minimum of 750 feet rod.
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The rod shall be specifically heat-treated steel. To insure safe operation, the machine shall be fully enclosed and have an automatic safety clutch or relief valve.
A rod shall not be used on CIPP (cured-in-place pipeliner) lines.
D. Large Diameter Cleaning: For cleaning large dia meter sewer, consideration should be given to a combination hydraulic high volume water and solids separation system. The flow from the sewer will provide water for the pump operation so no potable water is necessary and treatment costs are not a factor.
Water volume of up to 250 GPM at 2000 PSI+ will move solids to the downstream manhole in high flow conditions. The separation system will dewater solids to 95% (passing a paint filter test) and transfer them to a dump truck for transport to a sewage treatment plant or approved landfill. Sewer water will be filtered to a point where it can be used in the pump for continuous cleaning. No bypassing of sewer flows will be necessary. The unit shall be capable of 24-hour operation and the unit shall not leave the manhole until a section is fully cleaned.
1-3.02 CCTV EQUIPMENT
A. Studio. A mobile studio that contains the contr ols for the inspection equipment.
The studio will be large enough for two (2) people to view a television monitor of the inspection procedure. The studio will be insul ated from outside noises that could be inadvertently recorded on the audio channel, and shall be provided with means of controlling external and internal sources of light in a manner capable of ensuring that the monitor screen display is in acco rdance with the specifications.
No equipment utilized within the sewer shall be allowed to be stored in the viewing area.
B. Television Monitor. A color television monito r will be available to view live camera action and recorded playback. The displayed picture must be capable of providing a clear, stable image free of electrical interferen ce. The television monitor will measure at least 15 inches across diagonally.
C. Camera. The camera used for sewer pipeline in spections will be one that has been specifically made for that purpose, which meets Cal-OSHA requirements for operating in the sanitary sewer environment. The ca mera will operate in 100 percent humidity, be waterproof and able to withsta nd long periods of submergence in wastewater. The camera will be able to pan, tilt and rotate 360 degrees. The tilt arc should not be less than 225 d egrees. A variable intensity control of the camera lights and remote control adjustments for focus and iris shall be located at the monitoring station. The remote control of focus and iris will range from 1-inch to infinity. The camera and monitor shall be able to produce a minimum of 460 lines of horizontal resolution and 400 lines of vertical resolution and capture images in full color.
D. Lighting. Illumination shall be adjustable and even around the sewer perimeter without loss of contrast, flare out of picture or s hadowing. Lighting and camera quality shall be suitable to allow a clear in-focus picture of a minimum of ten lineal feet of the entire periphery of the sewer pipe. The lighting for the camera shall minimize glare. Lighting sensitivity shall be 3 lux or less.
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E. Transporters. The camera should be mounted on skids or a tractor suitably sized for the pipe to be televised that will position the camera lens above the liquid flow line, near the center axis of the pipe. Any motori zed transporters should have adjustable speed control. The televising may also be accomplished using camera equipment mounted on a raft or floating pontoon, if the required pipe condition information cannot be obtained by tracked camera equipment within the maximum allowable flow depths.
F. Cable and Footage Counter. A minimum 1,500 fe et of TV cable on the spool reel shall be provided. The TV cable will be supported b y an equal length tag line for removal of the equipment from the pipeline.
G. Computer System. The computer system shall be capable of recording, indexing, and processing inspection data, printing CCTV inspe ction logs, and recording, storing, and playing video and images of pipe observations as required for the data documentation requirements of these specifications.
H. Certification: All electrical equipment, includ ing CCTV cameras, must be approved for use in a hazardous location and wet environment by a Nationally Recognized Testing Laboratory. This equipment must be approved for use in Class I, Division I, Group 0 Hazardous Locations as defined by the Natio nal Fire Protection Association (NFPA) Code 820-1999.
I. Standby Equipment: Contractor shall have standb y equipment available within twenty-four (24) hours in the event of equipment breakdown.
1-3.03 CLEANING
A. Qualifications. All cleaning operations shall be performed by personnel who have a CWEA Collection System Maintenance Grade 1 Certification.
B. The designated sewer pipeline sections shall be cleaned using hydraulically propelled, high-velocity jet, or mechanically powered equipment. Selection of the equipment used shall be based on the conditions of lines at the time the work commences. The equipment shall be capable of remov ing dirt, grease, rocks, sand, roots and other materials and obstructions fr om the sewer lines and manholes. The existing sanitary sewer mains may hav e either broken joints or longitudinal cracks in some pipe sections. The conditions of most mains may have root intrusion and significant root buildup. The success of the following phases of work will impact greatly on the cleanliness of the lines; the importance of the cleaning phase of the operation is strictly emphasized. It is recognized that there are some conditions such as broken pipe and major b lockages that prevent cleaning from being accomplished or where additiona l damage would result if cleaning were attempted or continued. Should such conditions be encountered, the Contractor shall notify the City within twenty-four (24) hours.
C. Cleaning Standard: All sewer pipelines to be ins pected shall be sufficiently cleaned by the Contractor to provide sufficient opening for the camera to pass through the pipe to provide clear examination of the pipe's interior. The Contractor shall verify
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that the cleaning tool reaches the next manhole on each pass. Cleaning shall be completed no more than one (1) week prior to CCTV inspection.
D. Cleaning Precautions. During sewer cleaning ope rations, satisfactory precautions shall be taken in the use of cleaning equipment. The Contractor shall not damage any existing pipes, including the plastic liners, if any, and shall be responsible for any repairs to such damage. Precautions shall be ta ken to ensure that the water pressure created does not damage or cause flooding of public or private property being served by the sewer. Additionally, Contractor shall ventilate intermediate manholes when performing cleaning operations for longer sewer main segments to not damage or cause flooding of public or private p roperty being served by the sewer. In the event that the Contractors work activ ities contribute to overflows or spills, the Contractor shall immediately take appropriate action to contain and stop the overflow, clean up the spillage, disinfect the area affected by the spill, and notify the designated representative in a timely manner.
F. Major Debris. Whenever lines to be cleaned sho w evidence of being more than one-half filled with solids, the City shall be noti fied within twenty-four (24) hours.
The Contractor shall make every attempt to clean the pipe and perform the CCTV inspection. If heavy debris or roots are found tha t prevents the closed-circuit television inspection equipment from passing, the C ontractor shall handle the situation as a blockage, described below.
G. Blockage. If cleaning of an entire section can not be successfully performed from one manhole, the equipment shall be set up on the o ther manhole and cleaning again attempted. The cost of additional manhole set -ups shall be borne by Contractor. If, again, successful cleaning cannot b e performed or the equipment fails to traverse the entire segment, it will be assumed that a major blockage exists and the City shall be notified as soon as possible. If the City cleans the blockage from the sewer segment within forty-eight (48) hour s of being notified of major blockage, the Contractor shall move back to this se gment for inspection at no additional cost.
H. Material Removal. In the event debris removal is necessary, the Contractor shall collect debris removed from the sewer cleaning to p revent causing downstream stoppages or the accumulation of debris downstream. All materials removed shall be disposed of at an offsite facility. The Contract or shall be responsible for securing a dumping facility, testing the materials, and coordination with an offsite dumping facility to store and dispose of the materials. The Contractor shall submit documentation showing the materials were properly disposed of to the City for the City’s records.
Handling, transport, and disposal of materials sh all be in full compliance with all applicable Federal, State, and local requirements. Materials removed shall be captured and removed from the worksite daily. Under no circumstances shall the Contractor be allowed to accumulate materials on the site of work beyond the end of the workday.
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Full compensation for handling, transport, and disposal of material removed shall be considered as included in the various other cont ract items of work, and no separate payment will be made therefor.
J. Sewer Cleaning Results Matrix. The Contractor s hall record the sewer cleaning results using the following matrix:
Clear Light Moderate Heavy
Debris No observable
debris.
Minor amount
of debris.
1 pass.
Moderate
amount of
debris.
2-3 passes.
Significant amount of
debris.
4 or more passes would
be required to clean.
Operator concern for
future stoppage.
Grease No observable
grease.
Minor
amounts of
grease.
15 minutes or
less to clean.
1 pass.
Small
“chunks”.
No “logs”.
15-30 minutes
to clean.
2-3 passes.
Big “chunks” or “logs”.
4 or more passes would
be required to clean.
Operator concern for
future stoppage.
Roots No observable
roots.
Minor
amounts of
roots.
1 pass.
Thin stringy
roots.
No “clumps”.
2-3 passes.
Thick roots.
Large “clumps”.
4 or more passes would
be required to clean.
Operator concern for
future stoppage.
Structural
Materials:
Structural
pipe
fragments,
soil, rock,
etc.
No observable
materials.
Minor
amounts of
structural
materials.
Specify
material (if
possible).
Moderate
amounts of
structural
materials.
Specify
material (if
possible).
Significant amount of
structural materials.
Specify material (if
possible).
Operator concern for
future stoppage.
1-3.04 CCTV INSPECTION
A. Qualifications. All CCTV Inspection must be p erformed by CCTV personnel who are trained and certified in the use of NASSCO’s PACP.
B. Sequence of CCTV Inspection. After cleaning, th e pipe sections shall be visually inspected by means of closed-circuit television. T he inspection will be done one manhole-to-manhole pipe section at a time and the f low in the section being inspected will be suitably controlled as specified. Hard Drive capacity shall be adequate to minimize the number of hard drives. Re cording of a single segment shall not extend over more than one disc. No unrec orded gaps should be left in the recording of a segment. For any TV inspection w hich is redone upon the
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request of the City, the affected lines must be recorded on a separate disc labeled “REDONE.”
C. Direction of CCTV. The direction of camera tra vel shall be in the direction of flow in the pipe unless access to the upstream manhole is n ot possible, or the camera cannot pass through the pipe from end-to-end in the direction of flow, in which case a reverse setup will be allowed.
D. Inspection Observations and Coding.
All observations and defects shall be
recorded and rated according to the PACP method usi ng NASSCO’s PACP certified software, according to NASSCO’s PACP guidelines and procedures, and will include digital photographs, audio, and digital video recording.
Severe Defects. If severe defects such as collapses, severe offset joints, or severe sags are encountered that preclude the inspection b eing completed in one direction, Contractor shall attempt a reverse setup. If the entire segment cannot be inspected, the Contractor shall notify the City the same day. If the City verifies that a severe defect exists which prohibits completion of inspection, the inspection shall be considered complete and no additional inspection work will be required.
F. Buried Manholes. If a buried manhole is encoun tered during the course of the CCTV inspection, Contractor shall attempt to CCTV through the buried manhole or conduct the inspection in the reverse direction if possible. A separate inspection shall be started for the additional pipe segment. Contractor shall notify the City of the buried manhole and/or if the manhole needs to b e exposed in order to complete the inspection.
G. Clarity of Picture. If, during a run, the came ra lens becomes soiled or fogged, the camera shall be shut down and the lens cleaned, even if this requires removing the camera from the line. If the camera is removed fro m the line for lens cleaning or for cleaning the line of fog, the camera shall be r eturned to the point where acceptable footage was obtained. Footage of the cam era being pulled out of the line for lens cleaning should not be included in th e video. If fog is encountered during a run, the Contractor shall stop the camera and ventilate the line to remove the fog. Unclear footage will not be accepted by the City.
H. Camera Travel. The camera shall be moved thro ugh the line at a moderate rate, stopping when necessary to permit proper documentation of the sewer's condition.
The camera shall stop at each service lateral and p rovide a view up the service line. When a defect or other feature is encountere d, the progress of camera should be slowed and stopped for a minimum of fifteen (15) sections or as needed so that the observation can be panned with the came ra, the data recorded, narration made, and still picture captured if required. In no case will the television camera be pulled at a speed greater than 30 feet pe r minute. Manual winches, power winches, TV cable, and powered rewinds or oth er devices that do not obstruct the camera view or interfere with proper d ocumentation of the sewer conditions shall be used to move the camera through the sewer line. Under no circumstances shall the camera be tethered to a hyd raulically propelled or high velocity jet cleaning device while cleaning device is operating.
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I. Communication. When manually operated winches are used to pull the television camera through the line, telephones or other suitab le means of communication shall be set up between the two manholes of the seg ment being inspected to insure good communications between members of the crew.
J. Distance Measurement. The “zero” point of the inspection shall be the centerline of the manhole where the camera is inserted. The f ootage counter shall be set accordingly by adding the footage from the centerline of the manhole to the edge of the manhole plus the camera length (or the camera length plus the camera focal length). The importance of accurate distance measurement is emphasized. During any inspection procedure, the television cable shall only be removed from the reel by a motorized system. At no time during the inspe ction is cable to be removed manually, by hand. The television cable between the counter and the camera shall be taut at all times.
K. Cable Footage Counter Accuracy Checks. All cable footage counts shall be in English units and accurate to 2 percent = 2 foot per 100 feet, or better. The cable footage counter shall be tested for accuracy every 50,000 feet, or at the direction of the City, with the following procedure. 400 feet of cable shall be pulled off the reel and then checked with a tape measure. If the accuracy is below the tolerance, then the counter may be adjusted. The test procedure will be repeated to evaluate the adjustments. No more than three (3) adjustments may be made to the counter, after which the counter shall be replaced. The Contractor shall notify the City of an upcoming accuracy check and allow the City to witness the test if requested.
L. Rim to Invert Measurement. The Contractor shall measure the distance from manhole rim to invert level of the pipe being surve yed and record this information to the database. Measuring equipment shall be calib rated and adjusted at least twice a day and as often as necessary. Measurements shall be the vertical distance from inverts to the center of the manhole rims. Measurement shall be recorded in feet and tenths of a foot.
M. Sewer Flow Control. The Contractor will not prov ide bypass pumping or flow control. If flows are too high for CCTV inspection (greater than twenty (20) percent of the pipe diameter for 10-inch and smaller pipe, greater than twenty-five (25) percent for 12- to 24-inch pipe, and greater than thirty (30) percent for 27-inch and larger pipe), the Contractor shall evaluate if flow s are low enough at a different time of day or night to complete the inspection. Co ntractor shall notify the City in advance when performance of the inspection at night is required. If flow levels do not drop below the maximum flow depths noted above, Contractor shall consult with the City. The City may then direct Contractor to perform the inspection under existing flow levels or provide alternate means of flow control.
Two lines to be inspected as part of the work conn ected to Kelly I and II pump stations are sewer force mains (refer to sheet F8 o f Appendix C). The Contractor shall coordinate with City maintenance staff as nec essary for cleaning and inspection work in the vicinity of the pump station s. Night work to facilitate pump station closure may be required.
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N. City Observation. The Contractor shall allow for observation by the City during CCTV inspection work for purposes of verifying that all required CCTV inspection procedures are being followed and CCTV inspection o bservations are being properly coded. Contractor shall provide comfortable viewing access to the video tape monitor during the video inspection taping to allow the City’s representative to compile a log of the inspection. The City may make both scheduled and unannounced visits to CCTV inspection operations wh ile work is in progress.
Notwithstanding any such observations of the CCTV i nspection work by the City, Contractor shall be responsible for the quality of video and documented observations.
1-3.05 DOCUMENTATION OF CCTV INSPECTION
A. Lucity Software Compatibility. Data collected, including CCTV inspection and condition rating databases, videos, photos, and oth er information must be compatible with, and provided in a format that will readily upload to the City’s Lucity Software computerized maintenance and management system (CMMS) system. It is the Contractor’s responsibility to review the ex isting CMMS system to assess documentation and format needs and verify compatibility. The following files types are known to be compatible with Lucity:
• NASSCO PACP Microsoft Access Database
• MPEG-4 Files
• JPEG Files
B. CCTV Inspection Logs. Printed location records s hall be kept by Contractor for each inspected pipe segment. The logs shall indicate, at a minimum, the following:
• Pipe location, including the street name
• Starting and ending manholes
• Date and time of inspection
• Direction of inspection
• Pipe diameter
• Pipe material
• Final inspected length
• Rim to invert depth
The logs shall clearly show the distance from the centerline of the starting manhole of each observation and other points of significanc e such as locations of building sewers or other connections, broken or cracked pipe , separated or offset joints, vertical misalignment (sags), presence of roots, scale, corrosion, grease, sediment, debris, or infiltration, and other discernible feat ures or unusual conditions, using NASSCO PACP format. Comments shall be noted to document atypical conditions not otherwise described by the observation codes. A copy of each CCTV inspection log will be supplied to City in hard cop y and PDF format on standard portable hard drive. The pdf file shall be named in accordance with the same convention as the digital video file (see item D below).
C. CCTV Inspection Database. The data obtained for all inspections shall be provided in digital format compatible to the most recent ver sion of Microsoft Access. The CCTV software should export in a NASSCO PACP compli ant database format.
Contractor shall provide the City with a license to the office version of the CCTV
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software that will allow the City to modify data if necessary. The database shall contain two tables: one containing a single record or row for each inspection (Site Data Table) and one containing a single record or r ow for each observation (Observation Data Table). Field names or column headers shall be consistent with NASSCO PACP compliant database field names. At a mi nimum, the database tables shall contain all fields required by the NASSCO PACP standard.
D. Pipe and Manhole Naming Convention. The City of San Carlos Sanitary Sewer Geographic Information System (GIS) identified each pipeline and manhole by a segment ID and manhole ID, respectively. The Contra ctor shall utilize the GIS information when entering data related to segment IDs and manhole IDs.
If an undocumented manhole is encountered, the Con tractor shall use the upstream manhole ID followed by letter “A”, “B”, etc. (e.g. upstream MH#A) and a comment shall be included in the remarks box that i ndicates there is an undocumented manhole for each additional structure identified between listed manholes.
E. Digital Photographs. Digital format JPEG on po rtable hard drive, photographs of all problems, severe defects or atypical observations shall be taken by Contractor or upon request of City. A minimum of two (2) digital photos shall be taken at each defect or significant observation, one with a perspective view and one with a close-up view. When a lateral is encountered, the second photograp h should show the direct front view of the lateral wi th a clear view of the lateral and its connection.
The files should be named in accordance with the following convention:
Upstream Manhole ID-Downstream Manhole ID-yymmdd-D-xxx.jpg
Where:
• Upstream/Downstream Manhole ID is the full manhol e number • yymmdd is the date of the inspection
• D is the camera direction (Dwn or Rev)
• xxx is the footage location of the defect or obse rvation (to the nearest foot)
For example, a typical still image file name for a defect at footage 123 during an inspection conducted on August 13, 2010, starting a t upstream manhole AH_51 and extending to downstream manhole AH_52 would be:
AH_51-AH_52-100813-Dwn.123.jpg
If two or more images are captured at the same foo tage, an “a”, “b”, etc. should be added after the footage, e.g.:
AH_51- AH_52-100813-Dwn.123a.jpg
AH_51- AH_52-100813-Dwn.123b.jpg
Other file name formats may be considered acceptable if approved by the City.
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F. Digital CCTV Inspection Recording. The purpose of digital CCTV inspection recording shall be to supply a continuous visual an d audio record of the sewer condition. The recording format shall be MPEG-4, with an .mp4 extension, at 352 X 240 resolution, 30 frames per second, and 1.5 Mbits per second data rate. Other resolution, frame and data rates are acceptable as long as similar or better image quality and acceptable file size are obtained. Eac h individual pipe segment must be included in a single file, except if a reverse s et up is required due to an obstruction, in which case the reverse inspection shall be contained in a separate file.
The following information must be provided as screen text on the video recording:
• Upstream and downstream node numbers
• Direction of camera travel
• Purpose of CCTV
• Location
• Date and time of day
• Job number (if applicable) and/or project name
• Pipe Size
• Pipe Diameter
• Rim to Invert Depth
• CCTV company
• Operator’s name
The text should be clearly displayed on a contrast ing background (e.g., white text on dark background or black text on white backgroun d). This text should be displayed for approximately 15 seconds or for the duration of the start-up narration, whichever is longer. If an inspection is being perf ormed on consecutive pipe segments with the same setup, this information must be provided at the start of each pipe segment. Note: If the CCTV software bein g used can only display the “from” and “to” manhole numbers rather than upstream and downstream numbers (as in the case of a reverse inspection), then the upstream and downstream manhole numbers should be clearly stated in the startup video narration.
During CCTV, the running screen must include the f ollowing information. The display of this information must in no way obscure the central focus of the pipe being inspected.
• Running footage (distance traveled)
• Upstream and downstream (or “from” and “to”) node numbers of inspected pipe segment
The end point of the inspected pipe segment should be indicated with screen text for approximately 15 seconds. The ending screen text should indicate:
• Ending footage
• Date and time of day
• Upstream and downstream node numbers of inspected pipe segment
The CCTV video recordings should not contain inapp ropriate language, idle chatter, background noise, and discussions between the operator and other crew members. A voice narration must be included in the video recording. All video
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narration must be live by the CCTV operator. Digit al voice narration is only allowed if specifically approved by the City.
This narration must include the following informat ion at the beginning of each pipe segment:
• Upstream and downstream node numbers
• Direction of camera travel
• Type (sewer mainline, service sewer line, storm d rain) and purpose of inspection
• Location
• Date
• Job number (if applicable) and/or project name
• Pipe size
• Pipe material
• Rim to Invert Depth
• CCTV company
• Operator’s name
All observations along the length of the pipe must also be narrated, with a description of the observation and clock position, if applicable.
At the conclusion of the inspection of a pipe segm ent, the operator should state the final CCTV footage and indicate that the CCTV inspe ction of the pipe segment is complete. If the inspection had to be abandoned be fore reaching the ending manhole, then a statement to this effect should be made as part of the ending narration with a reason given as to why the inspection could not be completed.
The digital video files should be named in accorda nce with the following convention:
• Upstream Manhole ID-Downstream Manhole ID-yymmdd- D.mpg
Where:
• Upstream/Downstream Manhole ID
• yymmdd is the date of the inspection
• D is the camera direction (Dwn or Rev)
For example, a typical file name for an inspection conducted on August 13, 2010, starting at upstream manhole AH_51 and extending to downstream manhole AH_52 would be:
AH_51 – AH_52 -100813-Dwn.mpg
Digital video files are to be copied onto portable hard drives in .mpg format.
Contractor shall provide the portable hard drive to the City.
The audio and video shall be free of electrical in terference and excessive background noise. Digital video recording playback shall be at the same speed that it was recorded. Contractor shall have all digital video and necessary playback equipment readily accessible for review by the City during the project, after which time the digital video shall be given typed labels and presented to the City.
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G. Portable Hard Drive Labels: Drive labels shall identify the drive #; City’s name; project name and contract (if applicable); contract or name, address and phone number. All labels shall be typed or computer gener ated. Handwritten labels are not acceptable.
H. Ownership: All data and video recording will be come the sole property of the City without restrictions of future use, duplication, modification, and dissemination. The Contractor shall have no vested rights to the compl eted work. The project data furnished by the City to the Contractor for this work shall remain the property of the City and shall be returned on termination of the ag reement. The Contractor may not distribute, sell or otherwise use data without permission of the City.
END OF SECTION
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APPENDIX A
DAILY WORK REPORT
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DAILY WORK REPORT
(Non-Federally Funded Project)
Project Name: File No.: Date:
Contractor: Work Hours: Weather:
Item # Description Unit New and Unforeseen Work [ ] None [ ] Yes, describe:
Equip. # Description Hours Hourly Rate Ext. Amount Emp. # Employee Name Hours Hourly Rate Ext. Amount
SUBTOTAL COST OF EQUIPMENT
Inv. # Description Unit Unit Cost Ext. Amount
SUBTOTAL COST OF MATERIALS SUBTOTAL COST OF LABOR
12% Labor Surcharge for regular time (see Special Provisions) Inv. # Description Amount 11% Labor Surcharge for overtime (see Special Provisions) Subsistence
Travel Expense
Other
TOTAL COST OF LABOR
+ 35% on labor
SUBTOTAL COST OF WORK DONE BY SPECIALISTS TOTAL COST OF EQUIPMENT, MATERIALS AND WORK + 15% on equipment and material
+ 5% on work done by specialists
TOTAL COST
MATERIAL
WORK done by specialists
LABOR
CONTRACT WORK PERFORMED
Survey Station
DIARY AND REMARKS
EQUIPMENT
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APPENDIX B
SANITARY SEWER UTILITY MAPS
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6" VCP 281'
A7
B6 B7 B8 B9
C5 C6 C7 C8
D4 D5 D6 D7
E4 E5 E6 E7
F2 F3 F4 F5 F6 F7 F8 F9
G2 G3 G4 G5 G6 G7 G8 G9
H2 H3 H4 H5 H6 H7 H8 H9
I3 I4 I5 I6 I7 I8 I9
G10
F10
E8 E9
D8 D9
C9
J3 J4 J5 J6 J7 J8
K4 K5 K6 K7
L4 L5
City of San Carlos - Sewer Infrastructure 2023
Legend
Manhole
Lamphole
Cleanout
Pump Station
Junction
Cap
Sewer Main
Private Lateral
Diameter, Material & Length
Private System
Foreign SystemCalifornia CAD Solutions, Inc.
(209) 578-5580 www.calcad.com
2023
August
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ARGUELLOPARK
CITY OF SAN CARLOSCITY OF BELMONT
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SHELFORD AVE
MIRAMONTE CTPEPPER LN
COURTLAND RD
COTTAGE LN
DARTMOUTH AVE
DARTMOUTH AVE
BUCKLAND AVE
NORTHAM AVE
PRIMROSE LNSHELFORD AVELYNDHURST AVE
GARDEN LN
ERLIN DRBARFORD AVE
SHELFORD AVE
CLIFTON AVE
NORTHAM AVE
BUCKLAND AVE
EXBOURNE AVEARCH LN NORTHAM AVEANCHOR LN
DARTMOUTH AVEDARTMOUTH AVE
LYNDHURST CT
NORTHAM AVESHELFORD AVE
WELLINGTON DR
HIGHLAND AVE
DARTMOUTH AVE
EXBOURNE AVE
HIGHLAND AVE
NORTHAM AVESHELFORD AVE
188'8" PVC
49'8" PVC
282'8" PVC
116'6" VCP
148'6" VCP
199'6" VCP
166'6" PVC
97'UNK133'UNK
125'UNK
76'6" VCP
144'6" PVC
156'6" VCP38'UNK
164'UNK
62'UNK28'UNK128'6" PE110'6" PE
224'6" PE
248'6" VCP185'6" VCP
108'6" VCP177'6" VCP
46'6" VCP
103'UNK236'6" PE
100'UNK
228'6" PVC
159'6" VCP
141'6" VCP
213'6" PE
267'6" PE
208'6" PVC115'6" PVC
256'6" PE
54'UNK
6" UNK
140'UNK
163'6" VCP137'6" VCP
221'6" PE
285'6" VCP205'6" PE212'6" PE82'6" PE
21'6" VCP
271'6" VCP228'6" PE
211'6" VCP
130'6" VCP66'6" VCP
107'8" PVC 42'6" VCP194'6" PE
233'6" VCP
236'6" PE
177'6" VCP
229'6" VCP
240'6" VCP
297'6" PE
313'6" PE
39'6" PE
205'6" PE287'6" PE
101'6" PE
69'6" UNK
156'6" VCP
205'6" PE180'6" VCP
86'6" VCP
168'6" PE
329'8" HDPE
110'6" VCP
218'6" VCP
153'6" VCP
132'6" VCP 143'6" VCP161'6" VCP
91'6" VCP
139'6" PE113'6" VCP
228'6" VCP
119'8" PVC
130'6" VCP
287'6" PE
145'6" PE
88'6" VCP
206'6" VCP
111'6" VCP
182'6" VCP
282'6" VCP
300'6" VCP
253'6" VCP
55'6" VCP-CIP
118'6" VCP-CIP
84'UNK
70'UNK
118'6" VCP
244'6" DIP
189'6" PE318'6" VCP
330'6" UNK212'6" PE
250'6" VCP
157'6" VCP
155'6" VCP
48'6" VCP108'6" PE157'6" VCP 50'UNK
AX/90B-1/87
B-1/90
AN/64
B-1/91AV/53
AV/81AV/80
AV/79
AX/77
B-1/104
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AV/28AV/30 AX/52
AV/52AV/24AV/25AV/26
AV/27
AR/05
AX/35
B-1/85
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AX/51
B-1/83
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B-1/97
AV/39 AX/40AX/41
AX/43AX/44
AR/11A
AR/25
B-1/100
AX/48
AV/12AV/17AV/18AV/18A
AV/40
B-1/99
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B-1/104A
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AR/18AR/17
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B-1/102
AR/09
AR/21AR/20
AR/16
B-2/19B-2/20
AR/22B-1/98AX/47
AV/22AV/21AV/20 AX/50
AX/42AR/19
AR/13
AR/12
AR/06
AV/42
AV/43
AV/48AV/44AV/45AV/46
B-1/82A
AV/41
B-1/84 AR/14AR/15
AX/36
B-1/81
AV/11AV/23
AX/39AX/38AX/37AV/19
B-1/74
B-1/93
B-1/101
B-1/72
B-1/82
AV/35A
AX/78AV/54
AX/87
B-1/84A
AX/88AX/89AV/55 AR/37
AV/50
AX/80
AR/38AR/39
B-1/80A
AV/49AV/49A
B-1/89
D4E4C5E5C6D6E6 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
D5
D5 August 8, 2023
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33 VINE ST
CHESTNUT ST
WALTON STCEDAR ST
HULL DR
ENSENADA RDVINE ST
STATE HIGHWAY 82
CHESTNUT ST
MANZANITA AVE
FIR ST
LAUREL ST
HILLCREST RD
VALLEY RD
HULL DR
ACACIA CT
OAK ST
ELM STCEDAR ST
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ELM STCEDAR ST
CEDAR ST
ELM ST
HULL DR
149'8" PVC
80'8" HDPE
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162'6" PE65'6" PE409'6" VCP
398'6" PE
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50'6" VCP
105'UNK
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303'8" HDPE
225'8" HDPE
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4'4" PVC
164'6" PE 40'UNK49'4" PE148'6" PE
62'6" PE
16'UNK
35'6" PE83'6" PE
164'UNK
38'UNK165'6" PE
122'6" PE
127'6" VCP
121'6" PE
224'6" VCP-CIP306'6" VCP-CIP
137'6" PE148'6" VCP-CIP
357'8" HDPE
54'8" PVC
136'6" PE
189'8" PVC
231'6" PE
128'6" VCP-CIP
149'6" VCP
263'8" PVC
91'6" PE
225'8" HDPE
216'8" HDPE196'6" VCP
57'6" VCP-CIP
223'6" VCP458'8" HDPE
134'6" VCP-CIP200'8" HDPE
275'6" PE
126'8" PVC
201'6" PE
113'6" VCP199'6" PE
132'6" PE
210'6" PVC
128'6" VCP285'8" PVC
135'6" VCP
232'6" VCP
176'6" PE
166'6" VCP-CIP134'6" VCP
130'6" PE 376'8" VCP
315'8" VCP412'6" VCP162'6" VCP192'6" VCP
6" PE
200'6" PE
217'6" PE 98'8" PVC288'6" PE
139'6" VCP 149'6" PE
87'6" PE
160'6" VCP
152'UNK195'6" PE
139'6" PE
99'6" PVC
150'UNK181'6" VCP
116'8" PVC
122'UNK
96'UNK120'6" VCP
147'8" HDPE
239'6" VCP-CIP
199'6" VCP-CIP
408'6" HDPE
194'6" PE179'6" VCP
209'6" VCP
313'6" PE
153'6" VCP-CIP
31'6" VCP
182'6" VCP
70'6" VCP-CIP
267'6" PVC
113'UNK
266'6" VCP-CIP
147'6" PE292'6" VCP
189'6" PE
212'6" PE
217'6" VCP-CIP
53'6" VCP
257'6" VCP-CIP 41'UNK
193'8" HDPE
AN/64 AE/22
AM/20
AN/76
AN/114
AL/89
AN/71
AM/19A
AM/33AL/73
AR/02
AR/04AR/31
AR/05
AX/35
AR/29A
AR/28AR/26AR/25
AN/41
AL/09
AL/20
AL/11
AL/18
AL/10
AN/40AN/39
AR/01
AR/23
AN/35
AL/12
AN/34
AM/16
AM/17AM/01
AN/30
AM/18AM/14AM/13
AN/12
AN/14AN/16BAN/24
AN/16AN/29
AN/28
AL/07
AN/51
AR/12
AR/06
AR/29
AX/36
AL/16
AL/19
AN/13
AN/05
AD/08
AD/07AD/17
AN/23
AL/02
AN/32
AN/11
AN/33
AM/11
AL/06
AL/15
AL/08AL/03
AL/13
AN/10
AN/38AN/36
AL/04
AN/37
AD/16
AM/01A
AD/12
AM/02
AM/19
AM/05AM/06
AE/20
AN/26
AM/12
AM/10
AN/06 AE/21
AN/25
AN/07
AM/15
AN/08AN/09AE/23
AN/31
AN/15
AL/01AL/14 AM/20AAN/12A
AN/17A
AN/29A
AL/21
AE/55AM/22AN/16A
AM/16A
AM/32AE/62AR/40
AN/69AN/70
AM/29
AE/23AAN/73
AN/72AM/30
C5D5E5C6E6C7D7E7 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
D6
D6 August 8, 2023
9.k
April 13, 2026
Packet Pg. 788
ARUNDELELEMENTARY SCHOOL
ARGUELLOPARK
42 362
300
41 289
91 423
207
5 324
273
2533
361
2463
72 11
216
2452 325200
470
313
47 2429
2548
310288
43 21
67 292
141
157
2441
2556
325
233
308
24372433
249
2580
333
145
157 2432
1224
2516
2309
53 54
80 165
20 25
1221
171
115
41 9
2468329
29 2467
240
23 269
209
213
39 237
2459
427
241
340
48 902428
171
221
201249
430183
205
291
91 308
30 21
2443
60 1230
2416
2540
420
2350
48 612572
225
2532
35 2424
349
2524
333
2507
205
385
272
215
155
96 191
2425
209
245
358
321
187
36 153
23 54
1220
2008
47 10
61 213
224
233
332
241
290
57 182
228
346
177
36 1236
289
264
78 60
321
245
2420
2417
365
2444
369
2471
97 1240
407
2421
423 257
270
2436
121 236
309
59 24122400
226
55 17
15 317
128
355
102
253
337
85 353
231
2448
2464
1711
2515
66 2508
159
113
2472
84 35231
216
79 11
73 2413 225
35 353 327
29 10
345
2440
2527
305
2541
315
30 2564
341
1225
2408 217176 460
232
201
237
2456
5 316
161
35 2460
149
204
368
1228 163
200
42 ALTA LNWELLINGTON DRCLIFTON AVE
WESSEX WYSAN CARLOS AVE
WILLIAMS LNCLIFTON AVECLIFTON AVE
SPRING VALLEY WY
PHELPS RD
NORTHAM AVE
KENTON AVE HIGHLAND AVE
SHELFORD AVE
NORTHAM AVEHIGHLAND CT
KIRKWOOD WY
SAN CARLOS AVEWELLINGTON DR
CLIFTON AVE
WELLINGTON DR
WESSEX WY
ARUNDEL RD
HIGHLAND AVE
112'6" PVC
85'8" PVC
282'8" PVC
233'6" PE
182'6" VCP 147'6" VCP
73'UNK
124'UNK
197'6" VCP
146'6" VCP
138'UNK
178'UNK
122'UNK
224'
184'UNK
98'UNK
77'6" PE
156'6" VCP 305'6" VCP
37'UNK110'UNK52'UNK
56'6" VCP
301'6" VCP
342'8" PVC
247'8" PVC
228'6" PVC
227'6" VCP
186'6" PVC
220'6" VCP
261'6" PVC
320'6" PE
48'6" PE 290'6" VCP
6" PE82'6" PE
53'6" VCP61'6" VCP
177'6" VCP
160'6" VCP60'6" VCP232'6" VCP
301'6" PE
229'6" PE
296'6" PE
174'6" PE
183'6" VCP
124'6" VCP
227'8" HDPE
181'UNK
159'6" VCP330'8" PE
211'6" VCP
63'6" VCP292'6" VCP
225'6" VCP
257'6" VCP
96'6" PE
156'UNK
298'6" VCP
334'6" VCP
141'6" PE
91'6" VCP
304'8" HDPE
87'6" VCP
224'6" VCP
74'8" HDPE
160'6" PE
125'6" PE
46'UNK
231'6" CIP
97'UNK
119'6" VCP
345'6" VCP
111'6" VCP390'8" HDPE
341'8" HDPE
95'6" VCP
166'6" VCP
51'6" VCP
51'UNK66'6" VCP
269'8" PVC
60'6" VCP
203'6" VCP
188'6" VCP211'6" PE
178'6" VCP
147'6" VCP228'6" VCP
236'6" VCP
103'6" PE
78'6" VCP
292'6" PE69'6" UNK
265'6" VCP AX/74A
AV/08
BD/59
AV/82AV/13
BD/52
AW/07AW/11
AW/08AW/10
AW/09
AV/29
AV/28AV/30 AX/54AX/53AX/52AX/35
AF2/13
AX/61
BD/09BD/03BD/08A AW/04
BD/48
AW/05
AV/01
AW/06
BD/26
BD/25
BD/49BD/50BD/51
AV/12
BD/24 AW/12 AX/72
AF2/12
AX/25
AX/26AX/57
AV/11AV/23
AV/16AV/15
AV/14AV/07
BD/07
BD/12
BD/13
BD/28
BD/06BD/08BD/05
AW/16AW/15
AX/24
AX/23AX/22
AX/10AX/71
AX/73AX/62AX/63AX/65AX/68AX/67AX/70AX/69
AW/13
AV/09
BD/14
AX/27AX/27A
AW/14
BD/42
BD/41
BD/15BD/53
BD/54
BD/55AV/07A
AX/24A
AX/57A
BD/24A
AW/04A
AX/55A
AX/60A
AX/60
AX/85AX/86
AV/60
AV/30A
D4E4F4D5F5D6E6F6 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
E5
E5 August 8, 2023
9.k
April 13, 2026
Packet Pg. 789
1622
116
416
308
401164
31 303
211
325
431
529
123
546
222
416
565
340
420
318
300
301
379
102
369
501
113
148
529
125
203
412 425
1544
385
420
22 229
356
115 508
120
316
373
470 152440
316
1527
420
278
1700
100
182 210
50 14
81 176
240
215
109
371157 10 447
398
345
402
146
230
305
564
450
517
362
270
17 38
355
101
317
213
409
502417
266
543501
116
150061
339
530
2 136 111
411
325
194
40 86
446
157
171
1450
300
519
144
217
30 400
1620133
301
509
283
500
198
415
39 209
275
201
147
218
26 162
132
54 556
201430 504
23855
15 1536
104
372
140
534
34 237
351
412
13 530124
336
508
431
532
420 147 129
184
278
121
1 20
505
73160
438
274
234
300
67 525
369
355
16 195
411
429
219
408
424
30 121120
405
404
450-450-A
362
437
2008
428
101
226
132
137
409
511
133
188 389
12 1426
390
543
346
420
149
393
401
424
6 6
320
513
504
580
1524
32 529
407
386
112
132 250 401
222
335
427
243
104
423
223
432
430
525
101111
444
199
432
202
440
517
500
156
100 416
68 421
10 141
411
153
539
424
505
153
425117
128
40030
547
575
221
128
125
112
387
516
311
141
11 517
230
206
580
1660521
578408
529
368363
512
412
327145
421
338
11 560
151
527
20 200
227
25 156
159
557
315
438
170
530
189
160
225
535
124
155
136
10 207
109
203
521
408
29 131
307
343206
1472
301
513
282
140
433
119
515
205
108
1446
525
381
81 420
57105
198
400
262
214 401
417
428
445
1552
423
520
460
171 279
44 516
399
311
201
1523
93 335
537
393
532
164
518
15 158
35 524152
115
405
334
549
146
304
163
19 200
436
16 523
2129
ALTA LN MANZANITA AVE
SYCAMORE ST
CHESTNUT STSYCAMORE ST
MADRONA STHIGHLAND AVE
HIGHLAND AVE
ARUNDEL RD
SPRING VALLEY WY CEDAR ST
ARUNDEL RD
VINE STNORTHAM AVE CHESTNUT ST
GLENWOOD ST
NORTHAM AVE
HILLCREST RDPHELPS RD
PALM AVE
PROSPECT ST
VISTA AVE
SAN CARLOS AVE
SYCAMORE ST
PHELPS RD
CEDAR STHILLCREST RD
MAGNOLIA AVE
HILLCREST RD
HILLCREST RD
DEL REY CT
76'6" VCP 40'6" HDPE
227'12" PVC13'12" PVC
50'10" PVC
267'12" PVC
221'8" PVC107'12" PVC
112'6" PVC
77'8" PVC
256'6" VCP73'UNK
124'UNK
329'8" PE
282'6" VCP
59'UNK
27'UNK
100'6" PE
121'6" VCP
214'6" VCP
80'6" VCP
64'UNK
120'6" PE
184'6" PE15'UNK63'UNK
97'6" VCP
266'6" PE
50'6" VCP
139'6" VCP
217'6" VCP
192'UNK
139'6" PE
122'8" PVC292'6" PE
185'6" VCP
47'10" PVC107'6" VCP
162'10" PVC
404'
221'10" PE
37'UNK110'UNK52'UNK
140'6" VCP
201'6" VCP
76'UNK
269'6" VCP
143'6" VCP
83'6" VCP
76'6" VCP
148'6" VCP
178'6" PE
341'6" VCP
126'8" HDPE270'10" PVC
154'6" VCP
280'6" PE
94'UNK
135'
111'6" VCP
450'8" HDPE
222'12" PVC
204'6" VCP
124'8" HDPE
71'6" VCP155'6" PE
61'UNK
356'6" VCP
237'6" PE
99'6" VCP
149'6" PVC
171'6" PE
42'6" VCP
261'6" PE
217'6" PE 98'8" PVC288'6" PE
26'6" VCP
163'6" VCP
220'6" PVC
260'6" PE
95'8" PVC
195'10" PVC
151'UNK
160'6" PE
116'6" VCP
266'6" PE
220'6" PVC
165'8" PVC
152'8" HDPE90'8" PVC120'6" PE60'6" VCP-CIP
68'6" PE
116'8" PVC
91'6" VCP
269'6" PVC
203'6" VCP
215'6" PE
119'6" PE
120'6" VCP-CIP
113'8" PVC
90'UNK89'UNK
384'6" VCP
290'6" VCP
323'6" VCP
96'6" PE
156'UNK
150'UNK
210'6" VCP78'6" VCP205'6" VCP-CIP
188'6" VCP183'6" VCP
231'6" CIP
97'UNK
148'6" PVC
49'UNK
111'6" VCP
71'UNK
173'6" VCP75'6" VCP225'8" PVC153'8" PVC158'8" PVC
113'8" PVC
91'6" VCP
147'6" PE292'6" VCP
178'6" VCP108'6" VCP
183'6" VCP
121'6" VCP-CIP
162'6" VCP
59'6" PE
184'6" VCP186'6" PE
69'UNK
234'6" VCP
177'6" VCP
10" VCP
335'6" VCP
138'8" HDPE
77'6" VCP
29'6" VCP
193'8" HDPE
AX/74A
AN/68
AN/114
AN/135
AN/136AE/99AE/100
AT/26
AS/38
AN/20 AE/90
AX/21AS/18
AS/19
AX/28AX/34
AF/56AX/76
AX/35
AX/12AX/13
AS/22
AN/60
AS/17
AN/42AN/41
AN/59
AN/40
AX/07AX/08AX/74AX/09
AX/72
AX/06
AE/38
AN/44
AT/12AT/11
AS/15
AX/04
AS/14
AX/16
AF/21AF/33AF/07AF/08
AF/18
AN/45
AN/46
AN/67
AT/10
AT/13
AF/10AF/09AN/66
AN/01AF/13
AE/42AE/41AN/18
AN/19
AN/22
AN/21
AN/51
AX/17
AN/43AN/63
AX/31AX/30AX/29
AS/21AX/25
AX/05
AX/18AX/19AX/20
AX/11
AX/24
AX/23AX/22
AX/10
AN/61
AN/62
AS/20
AX/27AX/27A
AT/05
AT/06
AE/43
AF/11
AF/12AE/46
AF/32
AN/02
AN/04AN/03
AF/20
AN/05AN/53AN/06 AE/21
AE/38A
AE/38B
AN/17A
AX/24A
AS/25
AE/40
AN/50 AN/17AN/52
AF/19
AN/48
AT/15
AN/49
AN/47
AX/03
AN/56
AT/03A
AN/55
AN/54
AN/47A
AT/14 AN/58
AN/57
AT/04AS/05
AN/65
AX/14AX/15AT/09AS/06AT/08AT/07AS/07AS/09AS/08
AS/12AS/11AS/10
AS/16
AX/75
AX/83
AS/08BAS/08CAS/08A
AN/74
D5E5F5D6F6D7E7F7 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
E6
E6 August 8, 2023
9.k
April 13, 2026
Packet Pg. 790
CITY HALLPARKCITYHALL
LIBRARY1622
760
535
1360
810
560
577
546
1179
700
501
1188
1456
663
501
641
1064
553
632
787
1421504
520
602
664
750-752
676-680
1527
508
657 722700
1334
1345
600
522
551
653
744
671
537
665
606
648
650
749736
656
510
681517
777
1355
580
640
713
564
1536
529
544
726
1413
612
617
14551450
640
1052
733 770
1451
532
1620
1201
440
644
1178
652
1059
530
580
535
533
640
622
625
1600
1105
1350
732
7011625
1328
769664
510
545
777
672
530
510
648
567
1432
760
1244
527541530
661-665
716
1416
745
523
1525
709701
5991148
662
760
730
796
618
408
424
759
750
616
1263
1143
1340
646
1053
672
1426
727
1307
420 517
1508
1341
712
625
515
626
620
525
1400
501
731
1414
1059
780707
1338
649
1510
547
772
1301
1322
759
628
574 769-773
1335-1395
633554
1400
648 7851549
400
545
1441
785
575
1235
700
633 725
1427
580
1660
578
616
1163
539
612
1344
799
740
788
506
1385
718657
1171
681
1070
1360
1431
10581046
621
628
644
737
540
745
1560
656
512
561 656
720
1304
1472
634
1301
552
1333
1324
757
1321
1324
1446
610
765
1637 722
1156
6301187
641
587
1263
565 1232531
737
1523
537
701
790736 782753
1524
500
575
718
680
1250 638
717
657
600
599
ALLEYWALNUT ST
OLD COUNTY RDMAGNOLIA AVE LAUREL STELM ST
CHERRY ST
WALNUT ST
SAN CARLOS AVEALLEYALLEY
ALLEY
ALLEYELM ST
CEDAR ST
ALLEYHOLLY STLAUREL ST
ALLEY OLD COUNTY RDSAN CARLOS AVEHOLLY STELM ST
LAUREL ST
CHERRY ST
CHESTNUT ST
OLIVE ST
WALNUT ST
SAN CARLOS AVE
LAUREL ST
CHESTNUT ST
EL CAMINO REALCHERRY ST
LAUREL ST
40'6" HDPE
140'6" DIP
16'6" DIP
16'6" DIP
227'12" PVC
227'12" PVC
ABANDONED
330'18" VCP
254'10" VCP
150'UNK256'6" VCP
26'6" VCP
311'UNK50'8" PVC
329'8" PE
59'UNK
9'10" VCP
314'6" VCP
317'6" PE
325'18" VCP
404'
418'8" HDPE
221'10" PE
260'6" PE
372'6" PE
19'6" VCP
271'6" PE351'6" PE
263'6" VCP
370'8" PE
106'6" VCP
10'10" VCP122'6" PVC
205'6" VCP
27'UNK42'18" VCP
303'18" VCP
127'8" HDPE
346'UNK
200'6" PE
95'UNK
391'8" VCP
350'10" PVC
205'6" VCP9'10" VCP
223'8" PVC
328'18" VCP
374'6" VCP
430'6" PVC386'10" VCP
303'6" VCP
136'18" VCP140'6" VCP
375'12" VCP
376'6" VCP
298'6" PVC
98'6" VCP
168'6" PE
228'6" VCP
207'6" VCP
209'6" VCP
136'10" VCP
345'6" VCP-CIP
190'6" PE
425'6" VCP361'18" VCP374'10" VCP
377'10" VCP
290'6" VCP
122'6" PE
172'18" VCP
107'18" VCP
296'18" VCP
135'
61'UNK
99'6" VCP 323'10" HDPE
99'8" VCP
371'8" PE
151'6" VCP
166'6" PVC149'6" PVC
303'10" CIP
370'6" PE 369'10" VCP405'18" VCP
206'8" VCP
369'6" PE
370'6" PE
120'10" PVC204'8" HDPE
301'8" VCP
181'6" PE
10" VCP
351'10" VCP
19'10" PVC
80'8" PVC
193'8" HDPE
AG/06
AG/71AG/69
AG/70
AE/100AF/82
AG/45
AB/57
AE/70
AE/89AE/90
AF/99
AG/46
AF/51
AG/30
AG/03AG/04AG/17
AB/37AG/07AB/29
AG/21
AB/54AB/31AB/53
AG/02
AF/50AG/29
AG/12AG/13AE/39AE/38
AF/47AF/01AF/14
AF/33
AF/05AF/03AF/07
AF/18
AG/11AG/14
AG/35AG/18
AG/05
AG/15AG/01
AG/33
AG/32
AG/44
AG/08
AG/25
AF/44AF/45
AF/48AF/46
AE/36
AE/37
AF/38AF/37
AF/06AF/04
AE/19
AE/45
AF/52
AF/17
AE/30
AF/02AF/15AF/16
AF/32
AE/25
AF/49
AE/15
AE/33AE/34
AE/16
AG/10AE/29AE/26AE/28
AG/16
AF/42AF/43
AE/18AE/48AE/17AE/38A
AE/38B
AE/45A
AG/01A
AG/28
AE/40
AE/17A
AF/42AAF/42B
AG/35A
AG/48
AE/28A
D6E6F6D7F7D8E8F8 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
E7
E7 August 8, 2023
9.k
April 13, 2026
Packet Pg. 791
CITY OF REDWOOD CITYCITY OF SAN CARLOS
840
1101
951-981
930
887
1113
999
1119
985
990
1091
835
1119
1119
CORDILLERAS CREEK
PULGAS CREEK
PULGAS CREEK
US HIGHWAY 101BRITTAN AVE
INDUSTRIAL RD
127'27" CIP
12" UNK
207'8" PVC
200'24" VCP
445'33" VCP
325'8" VCP
15'24" VCP
294'24" PVC
48'UNK
268'33" VCP
76'UNK
93'8" VCP
65'8" VCP
8" VCP27'24" PE
257'24" PE
11'18" PVCAC/105AC/03
AC/108BU/41 AC/19AC/20
BY/08
BU/06
AC/21AC/01AC/02
BU/07
BU/06ABU/06BBU/42
BU/43
D8E8F8D9F9F10 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
E9
E9 August 8, 2023
9.k
April 13, 2026
Packet Pg. 792
20 107
150
127
2177
2282
305
109
241
121
212
293
2108
211
288
142
112 249
31 43
124
40 145243
158
2258
134
120
5 2324
135
151
161
2061
125
216
2263
200
128
124
50 148
20332164
171
154 56
11 126
2246116
1002280
118
140
215
2236
2041
2243
122
239
2204
2202
14 131
2271
2201
2210
112-112B
35 1
2262
1002 2316
32 54 15
207
132
9 39
26 248 11
128 2239
2409
124
2285
28 31
145
37 156
33218 17
117
210
201
109
51 2244
220616
144
44 120
39 106
165
2288
105
221
105 12
167
112
145
230
117 2229
2037
216
291
1532277
145
203
177
205
45 212
68 32104
136
2250
141
142200
139 167
218
2132
108132
149
150
2151
24 2209
144
2350
2121
207-207A
2276
54 2231
2172
221
2281
3 2236
208
2308
101
116
29 101
7 248
7 173
32 2238
205
141
101
136
3 304
48 2224
224
191
199 2052
209
2254
2140
235
17 23
188
20 296
2008
113
213
2200204
123
201
2124
223
182
201
149
233
2227
217
177
2242
289
139
99 219
36 107
20 44
195
143
116
2076
157
137
153 231
2405
2030
21 1
2283
24 129132
21 270
295
27 222
2084
136
20 120
16 116
133
2400
10 166
139
10 212 149
137
11 198
108
2255
2282289
227
100
301
128
235
333
115
146
220044
113 11
160
8 2225
2259
16 231
31 2230
28 102
144
44 72
2290
135
239
2294
23002212
2 2
129
2222
152
16 62
140
111
21112
174
110
245
214813
200
2220
2284
10 2286
2413
2208
225
204
22 168
149
40 2217
126
140
2330
138
10 2226
19 9
123 2235
217176
2141
2342
27 150
52 162
122
148
203
2228
2223
108
231 121
140
3 2220
270
2270
2131
120
121
135
PULGAS CREEK
PULGAS CREEK
CARMELITA AVE
FAY AVEMANOR DR
BEVERLY DR
EXETER AVE
PLYMOUTH AVE
BEVERLY DREXETER AVEWILLOW GLEN WY
SAN CARLOS AVEWELLINGTON DRBEVERLY DRCHARLTON STMOLTON AVEPLYMOUTH AVE
CORONADO AVE
CAMBRIDGE ST
PHILIP LN
MOLTON AVE
MANOR DR
SAN CARLOS AVE
ARUNDEL RD
MADERA AVE
DEVONSHIRE BLVD
DEVONSHIRE BLVD
ARUNDEL RD93'6" PVC29'8" VCP27'10" PVC
29'6" UNK
117'8" PVC67'8" PVC35'8" PVC37'8" PVC
272'6" PE
146'6" VCP
134'6" VCP
44'UNK
97'UNK 184'6" VCP
110'8" PVC
300'8" PVC
162'6" VCP
468'10" PE
432'6" PE
122'UNK
6" VCP
54'6" VCP130'6" PE 121'6" VCP
222'6" VCP-CIP
118'10" VCP-CIP
292'6" PE
165'6" UNK
6" VCP
109'
69'
293'6" VCP
320'6" PE
98'8" PVC98'6" VCP
265'6" VCP230'6" VCP
147'6" VCP136'6" VCP
212'6" PE
132'UNK
145'6" VCP6" VCP8" VCP
387'12" PE
35'6" PE
337'6" HDPE
240'6" VCP234'8" HDPE
160'6" VCP
294'6" VCP
46'6" VCP184'6" VCP
123'6" PE18'UNK
126'6" PE
159'6" PVC
292'8" PE
249'6" PVC
234'8" UNK
186'8" UNK
266'6" PE
154'6" VCP
141'6" PE
211'8" UNK
213'6" HDPE192'8" PE
213'6" VCP339'UNK
206'6" VCP
295'6" VCP
278'6" PE
258'6" PVC
182'10" HDPE
341'10" PE
301'6" PE
169'6" VCP
130'6" VCP
150'6" VCP
150'6" PE 231'6" VCP
141'6" PE
255'6" VCP361'6" VCP-CIP
223'6" VCP-CIP251'6" VCP
40'6" VCP
164'6" PE
157'6" PE
129'6" PE
91'6" PE
188'6" VCP
75'UNK91'6" VCP86'6" VCP
113'6" VCP
199'6" VCP
81'6" VCP122'6" PVC19'8" UNK169'10" PE
117'6" VCP
222'6" VCP
160'6" VCP60'6" VCP 124'6" VCP34'10" PVC159'6" VCP 100'8" VCP103'8" VCP
330'8" PE
211'6" VCP
233'8" PVC
206'6" VCP
73'6" VCP370'6" PE
34'12" UNK
310'15" VCP
334'91'6" VCP
253'6" HDPE
87'6" VCP 119'6" VCP
270'6" VCP224'6" HDPE191'6" HDPE162'6" PVC150'6" VCP 198'15" VCP184'6" VCP
129'8" VCP-CIP329'6" PE325'15" VCP165'15" VCP230'10" VCP-CIP 110'8" VCP
21'10" VCP-CIP
271'6" VCP197'8" VCP
17'10" VCP-CIP
265'6" VCP AX/74A
BD/34
BF/12
BD/59
BF/102
BD/65BD/66
BF/139BF/160BF/159BF/83BE/16A
AF2/14
BF/91
BD/63
BJ/36BD/57 BF/05
BF/25BF/07BF/08BF/09 BF/42BE/06BE/08
BF/14
BF/41BF/43
BE/12
BE/02B
AF2/13
BE/04BE/09
AW/02
BE/19
BE/11
AW/03BD/09BD/03BD/01
BE/21BE/20BE/22
BD/02BD/27BD/26
BD/29BD/30 AF2/06
AF2/12
AF2/07
BK/04
BF/49BF/50
BE/15
BK/05BK/06
BE/23
BF/17
BJ/01
BK/06A
BJ/02BJ/04BJ/05 BF/48BJ/08 BF/47ABF/46
BF/64
BF/06
BF/44
BF/23BF/22BE/07BF/11BF/10BF/20BE/01A
BF/16 BF/54BF/53BF/52
BF/55BF/51
BF/47
BF/58
BF/45BF/56BF/57BF/59
BE/18BE/13
BE/14BE/17
BE/16
BJ/03
BJ/10
AW/01 AF2/05
BD/12BD/28BD/10
AF2/08AF2/11AF2/10AF2/10ABE/05
BE/10
AW/13
BE/02BE/01AW/19AW/18AW/17BD/11
BF/13
BJ/07BJ/06
BF/40
BF/04BF/26BF/24
BF/38BF/21
AW/14
BJ/09
BJ/16 BF/84
AW/04A
BD/11A
BF/52A
BE/02ABJ/03ABD/30A
BJ/03B
E4F4G4E5G5E6F6G6 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
F5
F5 August 8, 2023
9.k
April 13, 2026
Packet Pg. 793
101
747
50 752
650
2048 1881
103
121
2078
731
2177
596
149 123
2084
1920
726
16 1950
77 135
2034
51 58
1725
49 707
72 707
72776
72 754
2149 76
1978
2173
749
2054
1893
40 137
1700
1930
33 2228 33
131
2060
50 546
57 20332164 2058
642
1967
741
1751
2148
1848
2021
730
21402156
106
630
140
644
759
33 2005
59 2108
575
2035
92 584
1906
721
588
1892
2000 1842
68563
42 157
728
77 1880
19662015
125
1985
696
1943
537
1979
88 60
744 757
20252116
129
772
133
1865
748
552
1966
588
701
71147
19421984
153
665
534
2079
1854
722
20 1955
2004 45
710
532
447
150
5751980
737
755
12 2172
25 84
760
10 101
24 668
712
738
1866
126
750
1800
55 31 15
37 724
17 1919
706
2020
576
585
742
30 1701
745
725
2132
2008
98 570
2165
1988
511
7304
2133
18 130
740
2124
125
762101
622
39 67
1970 1810
1918
737
20 580
1866
28 529
72368
2066
646
1989
94 2042
717
444
140
583
114
700
500
2100
656
153
112 732120
729
2051
53 744
146 2072
43 40
558
103
1972
61 1826
125 71
116
131
742
2200
753
11 2141
141
1902
135
736
765
1984 557
2046
714
1989
129
703
19141976
46 118
748
564
715
592
724
703 687102
508
446
128
31 716
54 711
136
636
206380
1785
2157 1931
29 400
720
2109
62 1852
115
1956
119
30 74715 716
17201968-1968B
732
1907
29 36
68 56
445
21 731733
1974
110
38 1992
1820
41 26
702
145
1996
1860
532
2101
18 115
1962 5411978
628
2125
2036
545
1845
135
706
PULGAS CREEKPULGAS CREEK
TAMARACK AVE
PALM AVE
SAN CARLOS AVESAN CARLOS AVE
PHELPS RD VISTA AVE
SAN CARLOS AVE
CARMELITA AVE
ALAMEDA DE LAS PULGASMADERA AVE
CORDILLERAS AVECARMELITA AVE
CORONADO AVE
KNOLL DR
CARMELITA AVE CARMELITA AVE
CORDILLERAS AVE
PINE AVEPHILIP LN
ALAMEDA DE LAS PULGAS
DALE AVE ALMA ST
HILLCREST RD
UPLAND AVESAN CARLOS AVE
MADERA AVEVISTA DEL GRANDE
CORONADO AVE
195'8" PVC
110'6" VCP
35'8" PVC
116'8" HDPE100'8" PVC89'8" PVC26'8" PVC
55'8" UNK
247'6" VCP-CIP
92'UNK
102'6" VCPUNK
278'6" PE
198'8" PVC
99'6" VCP122'6" VCP-CIP
71'6" PE145'6" PE
76'6" VCP89'6" VCP110'6" PE
100'6" PE
127'6" UNK
131'10" VCP197'6" VCP
60'UNK52'UNK 208'8" PE
45'UNK249'6" PE
193'6" PE
137'6" VCP
162'6" VCP
146'6" PE
252'8" HDPE
141'6" PE
139'6" VCP
131'5" PE
343'10" PVC122'6" PE108'6" VCP
185'6" VCP
166'UNK
10'8" UNK
404'18" VCP
124'6" PE
121'6" VCP
133'8" PE
167'8" PE
79'8" HDPE101'6" VCP
356'6" PE
153'8" VCP
129'10" VCP
179'6" VCP
300'6" VCP
129'8" HDPE
300'6" VCP
154'6" VCP
201'8" PE
253'6" PE
302'8" HDPE
302'6" VCP
247'8" PVC
146'6" PE
193'10" PE
74'6" PE
227'15" VCP
139'5" PE
241'15" VCP41'6" PE
8" HDPE
70'6" VCP
139'6" PVC
71'6" VCP71'UNK
99'6" VCP
148'6" PVC
137'10" VCP-CIP
151'6" VCP-CIP
34'8" VCP
265'6" PE
186'10" VCP-CIP
148'6" VCP
176'UNK
145'18" VCP429'15" VCP228'10" PE
254'UNK251'8" PVC216'15" VCP 67'10" PE
42'8" PE311'8" PE
189'6" PE
195'10" VCP-CIP272'
131'6" PE
39'6" PVC
308'6" PE330'6" PE
355'8" PE
249'6" PE147'6" VCP
110'6" PE
160'6" PE155'6" PE
268'6" PVC
215'6" PE
95'6" PE
212'6" PE
107'6" VCP
48'8" PVC
312'6" VCP
197'6" VCP-CIP
227'6" VCP
130'6" PE 90'6" VCP57'6" VCP243'6" VCP
371'6" VCP244'8" PVC
214'6" PE40'6" VCP
164'6" PE
6" PE
91'6" PE
318'6" PVC
357'15" VCP
132'6" VCP
173'6" VCP225'8" PVC153'8" PVC
49'12" VCP
427'15" VCP
158'8" PVC
178'6" PVC 55'10" VCP77'6" VCP
354'8" PVC
AX/74A
AU/07
AU/13
AF2/03B
AX/98
AY/100 AY/118
AS/38
AU/86AU/87AU/88
AF/98
AF2/15AF2/14 AF/57
BF/90
AY/66AY/67 AU/14
AU/15AU/15AAU/16
AZ/18AY/50
AU/18
BF/29
BF/02BF/01BF/28BF/03
BF/39BF/41
AF/54AF2/04
AX/07AX/08AX/09AX/06
AY/40
AY/38BF/46AY/37
AY/35AY/34 AY/55AY/54AY/53AY/52
AF/29
AY/61
AY/10AY/09
AY/12 AU/08
AU/11AU/17
AU/12
AY/11
AF2/01AF2/03A
AT/16
AF/23AF/24AF/25
AF/22
AF/21AF/34AF/33
AF/31AS/04AS/03
AS/01AS/23AT/19
AT/02
BF/44
BF/47
BF/58
BF/45
BF/59BF/60
BF/30
AF2/05AF2/03
AX/01
AY/41
AY/39BF/31BF/36BF/34BF/33BF/40
BF/04BF/27BF/26
BF/38BF/32
AY/14
AU/10
AZ/19
AX/02 AF/32
AY/01AF/27AF/24AAF/30AT/18AS/02
AY/08
AY/03
AY/01AAU/06AY/02
AY/13AY/04AY/15
AY/60
AY/16
AY/57
AY/05
AS/24AS/25
AY/32
AY/58
AY/56AY/48A
AY/59
AT/15AX/03AT/03AAT/03AF/55
AY/64AY/62
AY/51AAY/51
AU/17A
E5F5G5E6G6E7F7G7 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
F6
F6 August 8, 2023
9.k
April 13, 2026
Packet Pg. 794
CENTRALMIDDLESCHOOL
767
121
1552
817
916
721
810
105
666
1530
1440
904
744
819797
1729
1561
641
1625
1725
843
801
1349
766
778
208
738
750
1542
1448
766
745
927
632
18341800
1540
625
1551
731
919
770
642
933
1732
1641
1425
606
791113
739
630
777
644
1551
656
104
14161710
933
7731765
1750
1532
657
800
749
920785
926
624 798726
849
920
728
947
912
688
786
907
790
652
757
1517
909
772 811 1655
1338
7011625
113
734
769
1565
664
925
716
1755
765
688
204
220
901
811
1817
755
717 873
912911
1328
762746
1711
1737
915
224
801
1543
900
729
645633
885
1701
111107
1744
105
616
782
1649
1814
775
1787
753
1724
780
789
103
1564
908
855
801
948621
929
918
908
928
735
710 1388
732
1733
646
758
777
1728
820
1520
724
794
1580
1510
706
1722
640 680
104
1828
112
793
700
1749
774
1341
820
938
123
924
840
109
730
718
1827
650
216
805
15561544
832
1714 1568
677
917
923
109
915
600
808
668
743
703
807
788
723
800793
772
774 1601
728
755
101
108
687
904
644
1617
1313
916
817
1566
1541
636 1555
801
768
1807
744 1501
768
921
789
905
1529
1633
1852
790
812 211
101
783
757
887
934
837
912
681
1655 655
786
798
757
1637
1718
722
768
212777
908
219
1524
861
738
1536
941
1777
1351
1797
1456
607 1578
617
761
779
756
793782
924
1532
867
831
659661657655663
1667
1845
700
PULGAS CREEKPULGAS CREEK
BAYTREE RD
WOODLAND AVECEDAR ST
OLIVE ST
KNOLL DR
SAN CARLOS AVE
HEMLOCK ST
ORANGE AVE
ALLEY
ARROYO AVE
CHERRY ST OLIVE STELM ST
BAYTREE RDCHESTNUT ST
PROSPECT ST
ARROYO AVE
CEDAR ST
SCHOOL ST
CHESTNUT ST
ARROYO AVEROSEWOOD AVE
CEDAR ST
WALNUT ST
MORSE BLVD
ELIZABETH ST
MIRABEL PL148'6" DIP
166'8" HDPE
26'8" PVC
183'6" VCP
256'6" VCP122'6" VCP-CIP
252'8" PVC
159'8" PVC
28'6" VCP
30'UNK
141'6" VCP
146'10" VCP-CIP
65'UNK47'UNK139'UNK
193'6" PE
377'8" VCP
238'6" PE
378'6" PE
189'6" PE
109'8" HDPE
192'6" PE
404'
168'10" VCP-CIP
27'8" PVC262'8" HDPE
193'6" PE113'6" VCP65'6" VCP17'6" VCP
46'6" VCP46'6" VCP
95'6" VCP
20'6" VCP 239'6" PE
42'18" VCP
224'8" HDPE
367'10" VCP
253'8" HDPE
111'6" VCP 204'8" HDPE
233'6" PE
312'18" VCP
152'6" VCP
99'6" VCP
385'18" VCP 374'6" VCP279'6" VCP
253'6" VCP
223'8" VCP
291'8" HDPE
205'6" VCP
244'8" VCP
296'6" VCP
351'8" PE
82'6" VCP
225'UNK
122'6" PE
288'6" VCP
209'6" VCP229'6" PE
297'8" VCP
215'6" VCP
206'6" PE
298'6" VCP
297'8" VCP
351'6" VCP
122'6" VCP175'6" VCP
117'6" PE 223'6" VCP
167'6" PVC
313'6" VCP
310'6" PE
99'6" VCP
148'6" PVC
147'6" VCP
318'6" PE
220'6" PE
272'6" VCP
295'6" VCP-CIP
170'6" VCP
148'8" PVC183'UNK
195'10" VCP-CIP272'6" PE
297'6" VCP
25'6" PVC
214'6" VCP
112'6" VCP
203'6" VCP
131'6" VCP
55'10" VCP
15'6" VCP
AF/59
AU/07
AO/51
AH/57AF/58
AU/88
AF/39
AU/62
AO/20
AU/14AU/23AU/21AZ/18
AU/18AU/19AU/20
AG/43
AH/22
AG/22
AO/10AH/31
AO/01
AH/25
AH/26
AH/26A
AH/21
AO/03AH/33
AH/23AG/23
AH/24
AH/32
AO/05
AU/17
AU/04AU/03
AU/24
AU/26AU/30
AU/31
AO/19
AO/18
AO/17AO/16
AF/35
AF/34AF/33
AO/22AAO/22B
AO/23
AO/02
AO/09
AH/27
AG/25
AG/27
AF/38AF/37
AF/36AF/40AF/41AU/01AU/02
AF/32 AG/24AF/42AF/43
AG/26
AO/21AU/27
AU/28
AO/31
AU/05
AU/29
AU/06
AU/33
AU/25
AO/07GAO/07FAO/07DAO/07CAO/07AAO/07BAO/07E
AF/42A AG/48
AG/49AG/50
AO/08
AO/07
AO/22
AF/53 AG/51AG/55
AU/25A
AU/23A
E6F6G6E7G7E8F8G8 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
F7
F7 August 8, 2023
9.k
April 13, 2026
Packet Pg. 795
941
12511552 1164
961
810
953
940
904
1140
10291017
1060
1026
912
953
921
1533
945
952
11851137
1015
937
1128
1000
1247
1090
1161
953
1540 1037
993
913
933 941
945
941
1124948
1150
1060
924
11561021 1115
845
1107
949
1036
939
1161
915
926
1100
1009
1100
1305
1239
901
1051
900
1010
1028
949
852
13381345
1004
1010
909
1241
925
1224-1226
929
1005
990
948
930
1028
1037 1140
11001137
1336
969
865
1158
1125
980
1098
987
1501
932
1178-11861015
1025
10191026
964
934
1500
940
105 1136
944
1030
1541
940
1564
1304
928
948
929
908 933
908
950
1001
1388
956
1009957
917
1147
1012
910
1236
1188
1313
1055
1041
923
909
11771033
938
1013
1022109
1313
1036
1058
1255
936
1129
1008 1111
1009
11001033
1004
864
10251004
935
1025
928
900
1045
888
1125-1129
876
1015
939 11001074
1041 1160
916
1021
917
894
934
887
1050
1000 1121
1028
1034
905
1016
1005
916
817
939 1001
920
1040
927
1016
1200
1145
1064
1021
921
1020 1168
964 1140977
1029 1171
912
925
920
1125
932
920
1016
1150
1037
913
1030925
926
936
950 1121
1101
945
1351
1145
1191
1147
944
1179
1222
920924
929
1017
1033
1012
1005
1030
880
1532
104410541056
1030
104210401052
PULGAS CREEK
BAYTREE RD
ALLEY
ARROYO AVE
ROSEWOOD AVE
OLD COUNTY RD
ALLEYBRITTAN AVE
GREENWOOD AVE
LAUREL ST
EL CAMINO REAL
ARROYO AVE
ALLEYLAUREL ST BRITTAN AVEOLD COUNTY RD
MORSE BLVD
WALNUT ST
STATE HIGHWAY 82
ALLEYELM ST
MORSE BLVD
EL CAMINO REAL
ROSEWOOD AVEWALNUT ST
ELM ST
206'18" PVC
174'21" VCP
132'10" CIP
492'10" VCP
148'6" PVC
47'6" PVC
358'6" PE
387'6" VCP
106'6" VCP
228'6" VCP
171'6" PVC
372'6" PVC
341'6" VCP
246'15" VCP
247'15" VCP
160'15" VCP
232'12" VCP
109'6" VCP
174'12" VCP300'12" VCP
125'6" VCP
603'15" VCP
151'15" VCP
28'15" VCP
35'21" VCP156'8" PVC136'15" VCP130'12" UNK
64'21" VCP
190'8" VCP
178'8" RCP
288'6" UNK285'8" PE
304'8" PE
233'6" PE255'6" VCP
252'6" VCP
299'8" PE284'6" PE266'6" VCP
465'15" VCP306'6" VCP
294'6" VCP
307'6" VCP
235'6" VCP
295'6" VCP
410'6" VCP
90'15" PVC
160'12" VCP
102'6" VCP
334'8" PE
244'8" VCP
299'8" PE
430'21" VCP
299'8" VCP
230'6" VCP
307'15" VCP
284'6" VCP
378'15" VCP
257'6" PVC187'6" VCP
215'6" VCP
351'6" VCP 84'6" VCP
31'6" VCP
8'8" UNK
OVERFLOWCAPPED AT MANHOLE
234'6" VCP
11'6" PVC11'6" PVC
206'18" PVC
298'18" PVC
24'21" VCP10'18" PVC
FORCE MAIN
FORCE MAIN100'8" PVC14'8" PVC
163'24" VCP
Kelly IPump Station
Kelly IIPump Station
PS/03PS/04
BU/39
AH/56
BU/47
AH/55AH/57
AG/59
AC/100
AC/101AC/102
AC/103AC/111
AI/85
BU/44BU/45
AI/90
BU/40
AC/30
AG/43
AH/38
AH/26A
AH/28
AH/29
AC/15AH/10
AI/32
AH/09AH/08AH/03
AC/31
AH/43
AC/04
AH/05AG/40
AH/07AH/20AG/42
AG/34
AH/16AG/41AH/06
AG/37
AH/44
AH/45AI/38
AH/18
AH/17
AI/03AH/48
AH/47
AH/15
AI/33
AH/13
AH/14
AI/02AH/11
AG/39
AH/04
AH/27 AH/12AI/36AI/35
AC/15A
AC/05
AI/01AH/01
AH/19
AG/39B
AI/34A E7F7G7E8G8E9F9G9 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
F8
F8 August 8, 2023
9.k
April 13, 2026
Packet Pg. 796
CITY OF REDWOOD CITYCITY OF SAN CARLOS
960 906
1101
897893
902
1137
1400 1501-1549
948937
1411
1600
948
1420
916
900
952
916
1380
935
867
1360 912
803
1061 1390
1300
815
907
910
1000
1160
812-822
965
1133
917
905
1301
940931
927
1129
1123
932 1551-1599
1125-1129
1320
801
907
1133
1369
1480
1200
1100
960 928
1403
1030
1119
CENTER STBAYSIDE BLVDINDUSTRIAL RDAMERICAN STBAYPORT AVE
WASHINGTON STEL CAMINO REAL CENTER STBAYPORT AVEINDUSTRIAL RD
INDUSTRIAL RD
BRITTAN AVE
AMERICAN STHOWARD AVE
HOWARD AVE 64'UNK
205'UNK41'UNK
149'24" PVC20'12" UNK
125'24" PVC
248'24" PVC
190'8" VCP
140'8" VCP
185'8" VCP
602'21" VCP
171'24" PVC
294'24" PVC
115'10" VCP142'6" VCP
254'15" PVC253'15" PVC
199'6" VCP
188'24" PVC431'8" VCP
30'8" VCP
115'8" UNK
319'8" VCP
223'8" VCP
130'6" PVC
53'8" VCP
180'24" PVC
320'8" VCP
226'8" VCP
260'8" VCP
252'8" VCP265'8" VCP
261'15" PVC 261'8" VCP252'12" VCP
380'15" PVC
250'24" PVC
298'18" PVC
305'18" PVC
11'18" PVC
AC/33AAC/35A
AC/103
AC/104
AC/105AC/110AC/03
AC/98
AC/109
AC/87
AC/88
AC/89AC/22
AC/42
AC/79
AC/54
AC/53AC/46AC/44
AC/68
AC/43
AC/25
AC/47
AC/69AC/55
AC/48
AC/26
AC/33AC/27AC/28AC/30
AC/45
AC/23
AC/24 AC/43A
AC/36
AC/24A
AC/97E8F8G8E9G9F10G10 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
F9
F9 August 8, 2023
9.k
April 13, 2026
Packet Pg. 797
CITY OF REDWOOD CITYCITY OF SAN CARLOS
1663-1669
1501-1549
1661
1551-1599
CORDILLERAS CREEK
INDUSTRIAL RDAC/79
E9F9G9C9G10 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
F10
F10 August 8, 2023
9.k
April 13, 2026
Packet Pg. 798
HIGHLANDSPARK
SAN MATEO COUNTYCITY OF SAN CARLOS
115
232
104
231 109
239
243
240
275
151
147
116 49113
243
51 209
22 43
47 256
40 192
6162
211
219
47 35
5769
23 15
19 121
220
120
123
131
233
221
136
201
86 242
101 18
100
119
10151
111
205
111
248
8 230
36 139
71 48
406
119
25 53 111
228
76 260
172
131235
35 233
115
100
203
103
237312128
14 13
223
205112
107
5 39
182
215
120
116
37 236
124
399
29 16
409
143
109
15 48
32 239
104
364
44 140
132
31 88
205
51 38
236
204
55 172
197
205
124
68 39
17 144
39 395
120
2 227
371
239
417
147
101
75 108
35 247
372 217231 368
112
207
215
7 127
43 136
120
46 111
116
19 80
27 112
21 244
366
80 251
35 2341
306
131
15 180
206
135
377
153
52 7
100
5 3284
44 149
127
213
313
374
76 240
9 405
221
224
244
227
139
384
128
45 28
146 20
132
221
376
40 10
229
209 41
396
124
263
135
1 225
150
223
191181
215
108
36 31
26 102
136
72 243
68 1224
16 128
43 19
200
132
155
46 108
123
52 240
142152
104
57 116
413
2 132
248
107 300
75 17
20 42
105
140
384
11 72
35 18
235
112
176
122
14 3428
212
227
44 208
12 383
60 388
23738
DUNDEE LN
CAPRINO WY
GASLIGHT LN
CORONADO AVE
ROSLYN AVEASHFORD AVE
CORONADO AVE
WINDSOR DR
WINDSOR CTCORONADO AVECOLEMAN CT
ELSTON CT
WINDING WY
ABERDEEN DRCHESHAM AVE
ROSLYN AVE
WINDSOR DR
WINDING WY
WINDING WYTORINO DR
FAY AVE
DEVONSHIRE BLVDFAY AVE
WINDSOR DR
33'8" PVC
201'UNK
110'UNK116'UNK
91'UNK59'UNK85'UNK42'UNK
363'UNK
6" VCP
101'6" PVC
199'6" PVC
163'6" VCP
175'6" VCP
145'6" VCP100'6" VCP260'8" VCP
160'8" VCP
130'6" VCP
75'UNK
33'6" PE121'6" VCP
128'6" VCP
203'6" VCP
240'6" VCP234'8" HDPE
394'6" VCP
196'6" VCP
85'6" PE
175'6" PE
146'6" VCP
110'6" PE
292'8" PE
143'6" PVC
216'6" PVC
101'6" PVC170'6" VCP6" VCP139'6" VCP
140'6" VCP
169'6" VCP
172'6" PVC
115'6" VCP
98'6" VCP
130'6" VCP
279'6" VCP 198'6" PE28'6" VCP
92'6" VCP122'6" PVC 154'8" HDPE
188'8" HDPE
179'UNK
40'6" VCP129'6" PE75'UNK
171'6" VCP
81'6" PE162'6" PE295'6" VCP
260'8" HDPE
193'6" PE
BL/83BF/88BF/89 BF/136
BL/03BL/02BL/79 BF/66BF/74BL/80BF/75BL/81BF/76
BF/81
BF/78BF/79 BF/71
BL/71
BL/53BM/01
BL/73
BM/03 BF2/09
BL/04
BK/06
BK/07
BL/68
BL/70
BL/72BL/74BL/75
BF/62
BL/78
BF/63BF/64
BF/65
BF2/11BF2/10
BF2/01
BF/77BF/73
BF/67
BF/72
BF/68BF/58BF/57BF/59
BF/70
BF/69
BL/69
BL/05
BL/01BF/18
BL/76BL/77
BF/13
BF/18B
BF2/12
BF2/13
BF/80
BF/52ABF/18A
BL/86
BF2/08B
BF2/08CBF2/08DBF2/08E
BL/70A
BL/64BL/61BL/57BL/55BL/54BL/51
BL/41
BL/06
BL/08BL/07
BL/67
BL/38 BL/52
BL/58
BL/50BL/48BL/45
BL/56BL/59BL/60
BL/44
BL/43BL/63BL/62
BL/65BL/12BL/13
BL/11
BL/09BL/10
BL/42BL/40BL/32BL/31BL/30
BL/17
BL/15
BL/14BL/18
BL/29
BK/08
BL/16 F4G4H4F5H5F6G6H6 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
G5
G5 August 8, 2023
9.k
April 13, 2026
Packet Pg. 799
BRITTAN ACRESELEMENTARYSCHOOL
BRITTAN ACRESELEMENTARYST. CHARLESSCHOOL
765
5-9
752
804
103
768
860
145
913
905145
807
16 818
129
893
209
49 156
11 116
807
2172
754
1998
897
749
808
165 880
201
144
175 819
193
36 856
177
31 808
928
784
759
160
820
756
776 788
7617
148
13 901
108
200 780
205
112
180
777
766
3 814
774
800
168
896
910
834
803
32 760
1951
148
181
772
778
748
121
872
769
160
864
885172
197
908
152
136
33 819
772
157
27 12
936
15 869
35 217
24 800
892
796
124
865 880
133
745
881161164
825
2000
772
857
189185
777
120
762101 39
100
884888
2028
844
2139
213
107
153
828
873173
757
804
753
169
802
149
21 838
221
785
861
229
764
812792
877225
2140
17 765
1950137
748
904
31 104
771
139
932
195
791
813
773
132141 924
788
125
36 806
817
140
780
176 889
784
2129
909
18 813806
2111
2000
ELIZABETH ST
BELLE AVE
TAMARACK AVE
GLASGOW LNBAUER DR
ALAMEDA DE LAS PULGAS
CORONADO AVE
RUTHERDALE AVE
VISTA DEL GRANDE
TAMARACK AVEALAMEDA DE LAS PULGAS
CORDILLERAS AVECORONADO AVE102'6" VCP65'UNK
6" VCP
194'6" UNK
162'6" UNK
288'6" VCP
6" VCP
75'8" PE
109'6" VCP-CIP
319'6" PE
194'6" PE
301'6" VCP167'8" PE356'6" PE
82'6" VCP
134'6" PE
300'6" VCP
203'6" VCP-CIP
202'6" VCP
251'8" PVC
368'6" PE
219'6" PE75'6" PE
248'6" PE
80'UNK
159'6" VCP
81'6" VCP
123'6" PE
265'6" PE
309'6" VCP
264'6" PE
6" PVC
6" VCP 273'6" VCP92'6" VCP
187'6" PE
107'6" VCP
199'8" PVC
54'6" PVC222'6" PVC
372'6" PVC
142'6" PVC
179'UNK
214'40'6" VCP6" PE
98'6" PE
281'6" PE
101'UNK211'6" VCP
200'6" VCP261'6" VCP
230'6" VCP-CIP
286'6" PE
6" VCP
227'6" PE
103'6" VCP
82'6" VCP
215'6" PE114'6" PE107'6" PE
66'6" VCP
AZ/36
AY/31
AY/71
AY/66AY/67
BG/09
BG/15BG/16BG/17
BG/18
AY/47AY/49A AZ/18
AZ/40
AZ/37
AZ/35
AY/35
BF/62
AY/34
BF2/11BF2/02BF2/03BF2/04
BF2/01
AZ/21
AZ/23
AZ/32AZ/33
AY/46AY/45AY/44AY/43AY/42
AY/30AY/29AY/22
AY/26AY/25AY/24AY/23AY/27
AY/28
BG/12BG/14BG/05
BF/58BF/61BF/59 AZ/19
AZ/29
AZ/22
AY/07
AY/06
AZ/30
AY/18
AY/17
BF/80
AY/32
AY/63
AZ/20
AY/48
AY/19AY/20AZ/34
BF2/14
AY/33AY/65
F5G5H5F6H6F7G7H7 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
G6
G6 August 8, 2023
9.k
April 13, 2026
Packet Pg. 800
BRITTAN ACRESELEMENTARYSCHOOL
BURTONPARK
950
1981
1939
1911
945
825
1932
2064
1924
1969
1969
871
790
2024
1949
843
1933
1926
1980
19561962
1062
1989
1940
883873
1107
1974970
1945
868
1939
18331063
2080
829
879
1933
875
836 890
859
2063
853
1133
2047
1116
1817
1039862
19042016
1005
1090
856
1148
1950
824
1963
843
19682056
2031
1125
1579
2071
1766
2079
843 1006
1983 1035
956
878
1830
990
956
1841
1014
832
1927
2008
2008
849
850 19261006
1125
882
947
831
1945
774
1951
2071
1957
910
1969
1920
853
870
861834
2048
803
1141
811
1914
1939
868
1963
2048
1846
876
916
867
1929
939
1951
890
772 811
1101977
2001
958979
20152089
889
953789 819
1912
978
2087
965
1030
845
1926
1981
227
2023
1968
1951
854
1817
1124
987
1833
1938
2007
1974 1932
1901
1920
919
964
1956
1857
1915
2024
1880
2063
194719481941
1950
909
1054
224
2047
1956
1055
1950
1004
818823
867
1838
1944
1957
1744
1938
837833
940
858
2072
1047
1975
1924
1841
19271956
1814
958
1711884
1959
2008
1915
1980
883
1100
922 1962
1564
1132
855
835
1920
2064 2032
883
1975
884
1938
1974
2023
844
1100
844
1933
1066
1921
2000
1951
1943
820
1731
984828
860
898
1722
813
935
19172031
2055
1950
841
851
1860
1938
2016
820
2072
840
1140
1116
1932
1877
1957
832
838
1925
2000
805
19441927
2000
1917
2032
976
1020
1923
2023
1968
223
856
1825
1955
836
19211977
1009
9551900
875
1950
1971
895
2031
1149
874 1725
1975
817
1042
795
2016
1965
850
1968
1008
2055
1011
10781025
1921
1900
194419322079
852
1931
1945
910 1117
859
1751
2015
853
812
1961
211
1937
935
2008
934
868
999866 1935 967
1981
848
1017
219
1110
898
929
1839
817
890
1117
975
1963
780
941
1926
1565
1013
1124
893
1578
1908
1800
779
873
1974
844
1998
1018
1962
2056
1140
1944
867
1962
1838
2000
BRITTAN CREEK
ARROYO AVETAMARACK AVE
ORANGE AVE
BELLE AVE
ARROYO AVEBELLE AVE
HEMLOCK STCHESTNUT ST
KNOLL DRCORDILLERAS AVE
BAYTREE RDCHESTNUT ST
CEDAR ST
WOODLAND AVECEDAR ST
BELLE AVE BRITTAN AVEBIRCH AVE
ORANGE AVE
CEDAR ST
EUCALYPTUS AVECORDILLERAS AVE
ELIZABETH ST
MORSE BLVD
BIRCH AVE
ARROYO AVE
UNK
53'UNK43'UNK
91'8" PVC
159'8" PVC
99'UNK91'UNK
130'6" VCP
321'6" VCP
65'UNK115'UNK
154'6" VCP
36'UNK345'6" PVC
192'6" PE
341'6" PE
197'6" VCP139'6" VCP
252'6" VCP
194'6" PE
14'6" VCP
358'6" PE
138'UNK
107'6" VCP
259'6" VCP
84'6" VCP
127'6" VCP
194'8" HDPE
310'6" VCP159'6" VCP
290'8" HDPE
120'6" VCP
138'8" PVC
243'6" HDPE
144'6" PE
205'6" VCP
165'6" VCP
258'6" VCP 130'6" VCP
69'6" VCP
6" VCP
290'6" PE
399'15" VCP
106'6" VCP
215'6" VCP
146'6" VCP
322'10" VCP-CIP
182'6" VCP
179'6" VCP
165'6" VCP
342'6" VCP267'6" CIP425'15" VCP
388'6" VCP
176'6" HDPE
136'6" VCP 53'UNK
153'6" VCP
154'6" HDPE
267'6" CIP427'12" VCP
134'10" VCP
149'6" VCP133'6" VCP
309'6" VCP
204'6" PE
314'8" HDPE
216'6" PE122'6" VCP
224'UNK
263'6" VCP
329'6" VCP
327'UNK
166'6" PVC
183'6" VCP
297'6" VCP
318'6" PVC
264'6" PE
364'6" VCP
281'6" PE
238'6" HDPE
274'6" VCP
299'6" VCP118'6" VCP
124'6" PE
245'6" VCP
244'6" VCP
131'6" VCP
332'10" VCP-CIP575'6" PVC
151'6" PE
6" VCP 244'6" VCP52'UNK
242'6" VCP320'6" PE
309'6" VCP
228'6" VCP-CIP
159'6" PE
256'6" VCP
300'6" VCP
285'6" VCP
AI/124
AZ/84
AI/84AO/48
AH/51AH/52
AI/95
AU/57AZ/15
AZ/16
AU/22AZ/18
AZ/03
AZ/02AZ/01
AO/42AZ/09
AZ/05AZ/06
AZ/41AZ/40
AI/49
AH/37
AI/07
AH/40AH/36
AH/35AH/34
AO/43AO/41
AI/50
AI/71
AI/28AI/08AI/51
AI/52AI/09
AO/40
AZ/14AZ/26
AZ/25AZ/23
AO/45AZ/10
AO/11
AO/12AO/14AO/32AO/33AU/32AZ/17
AO/28
AO/35AO/36AZ/08
AZ/04
AO/46AZ/44AZ/28
AZ/45AZ/47AZ/52AZ/42AZ/43
AZ/46
AI/27
AI/29AO/44
AI/31AH/41
AZ/29
AZ/20A
AO/37AO/39
AO/30
AO/29
AO/31AU/33
AO/34
AZ/07AZ/11AZ/24 AO/38
AZ/22
AU/34
AU/35
AZ/12AU/36AZ/13
AO/47AO/39A
AH/53AZ/20 AO/24
AO/27AO/25 AH/50
AZ/67
AZ/68
AZ/27
F6G6H6F7H7F8G8H8 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
G7
G7 August 8, 2023
9.k
April 13, 2026
Packet Pg. 801
BURTONPARK
1836 10
1293
1365
1516
1225
1724 1312
1188
1224
1259
1308
1416
1909 1368
1028
1311
1448
1140
1560
1415
1548
1033 1136
1637
1339
1548
1374
1613
1199
1347
1548
1100
1174
1457
1381
10361533
1324-1326
1326
11851137
16601701
1184
1381
1343
1423
13321648
1300
1107
1235
13691812
13121309
1137
1717 1338
1337
1442
1313
1037
1032
1022
1904
11521144
1333
1712
1149
18361824
1340
1245
1185
1153
12481701
1341
1681
1148
1624
12671437
1201
1561
1271
1800
1837
1202
1332
1375
1175
1320
1801
1364
1309
1308
1263
1125
1579
1320
13481708 1485
1413
1825
1633 1300
1316
1311
1264
1824
14601101 1224
120 1036 1310
1333
1401
1100
1567
1312
13401124
1148
1436
1309
132516211148
1817
1717
1361
1423
1420
1243
1364
1362
1330
1332
1136
1585
1236 1239
13851383
112
1137
1525 13411244
1837
1437
115
1417
1382
1029
1368
33 1198
1349
1620
1324
1338
1301
1535
1353
1184
11501181
1333
1725 1356
1010
1035
1332
1737
1525
32 1617
1340
1505
1124
1225
1300
1424
1172
1316
1649 1439
1236
1693
1028
1380
1041
1748
1160
1365
1284
1349
1158
1385
1463
1260
1041
1440
1224
1325
1316
24 1306
1500
1176
1572
1553
1363 1422
1037
1019
1369
1333
1536
1026
1353
12001349
1445
1176
1345
1365
1216
14241399
1197
1175
1365
1248
1347
1195
1345
108
1740
1340
1327
1924
1348 1309
64 1711 1357
1412
1239
1541
1406
1625
1423
1475
1564
1365
1648
1672
1173
1182
1201
1724
1641
1132
1331
104
1551
25 1808
1161
1560
1125 1328
1325
1748
1017 1148
1344
1324
1501
1185
1040
1336
1369
1125
1512
1190
1324
1716 1357
1731 1316
1137
1223
1384
1351
1188
1224
1537
1041
1675
11001101 11821449
1200
1356-1356-A
1381
13591848 1393
1848
1149
1358
1340
1373
1183
1364
1247
1313
1318
1661
1333
1350
1195
1040
1532
1161
1623
1324
1375
1300
1321
1200
1198
1524
1372 17
1100
1800
1357
1004
1513
1601
1025
1341
116
1801
1332
1317
1340
1172
1217
1180
1443
1449
1128
1200
1380
1009
1173
1346
1224
1296
1525
1167
1001
1760
13561725
1425
1461
1277
1339
1001387
1037
1344
1732 1524
1316
1318
1161
1925
1160
1268
1380
1636
1315
1125
1117
1145
1389
1327
1700
1021
1751
1515
1124109
1161
1823 1319
1636
1260
1101
1339
1614
1611 1180
1136
1189
1532
1149
1325
1272
1550
1549
1125
1240
1471
1358
1312
1337
1248
1150
1380
1373
1151
14011460
1373
1323
1301
1565
1736
1325
1013
13521537
1191
1315
1584
11291809
1325
1390
1372
63 13481415
1700
1908
1179
1349
1168
1689
1351
1512
1136
1345
1747
1251
1160
1425
1387
1816
1600
1030
1310
1140 1357
13601637
1324
1500
BRITTAN CREEK
BRITTAN CREEK
BRITTAN CREEK
CEDAR ST
GREENWOOD AVEWOODLAND AVE
ROSEWOOD AVE ALLEY
HOWARD AVEGREENWOOD AVE
GENEVA AVE
WOODLAND AVE LAUREL ST
ROSEWOOD AVE
WALNUT ST
GREENWOOD AVE
LAUREL ST
EL CAMINO REAL
HOWARD AVE
HOWARD AVE
ALLEY
WOODLAND AVE
BELMONT AVE
WALNUT ST
LAUREL ST
ELM ST
CEDAR ST
BRITTAN AVE
ELM ST
ROSEWOOD AVE
BELVEDERE AVEELM ST
ASTER RD
MORSE BLVD
BRITTAN AVE
CHESTNUT ST
125'10" VCP
122'10" VCP79'10" VCP
WEIR
8'10" UNKOVERFLOW203'10" VCP
210'6" PVC23'6" PVC 73'10" VCP
10" VCP
248'10" CIP
75'10" CIP
130'6" UNK43'8" CIP133'UNK
220'6" RCP41'6" RCP
358'6" PE
247'15" VCP
296'6" PVC
248'6" PVC
212'6" PVC
203'15" VCP
70'10" VCP
212'6" PVC
295'8" CIP
142'8" CIP299'6" CIP
205'6" CIP
405'6" VCP
145'6" VCP
400'6" PE 398'6" HDPE
303'15" VCP
220'6" CIP
288'6" UNK
286'8" CIP
205'6" CIP
233'6" CIP
296'8" PE
287'6" RCP294'8" UNK
235'
295'6" PVC
312'8" CIP
399'15" VCP 402'6" CIP
208'6" UNK
294'8" UNK
400'15" VCP
151'4" PVC
378'15" VCP
283'6" VCP
215'6" VCP
128'6" RCP
142'6" CIP401'15" VCP
6" VCP
206'6" CIP
291'6" PVC 299'10" VCP
307'6" CIP
6" CIP
6" CIP
581'6" CIP
388'6" VCP
279'6" CIP
340'6" CIP
234'6" CIP
247'6" CIP
295'6" VCP
197'6" CIP
234'10" PVC10'8" PVC
294'8" VCP
247'8" VCP
312'6" CIP
11'8" PVC280'6" HDPE
58'6" VCP
346'15" VCP
286'
297'15" PVC
15" PVC10" PVC
10" PVC
20'15" VCP
335'15" PVC
246'15" PVC
AP/13
AP/15AI/75A AP/03A
AP/06A
AQ/02AQ/03
AQ/01AP/10AP/09
AP/11AQ/06
AQ/07
AJ/31
AP/12
AJ/33
AJ/32
AQ/06ABA/03
AJ/35
AJ/36
BA/05
AJ/05
BA/06AJ/06AI/72
BA/07AJ/07
AH/37
AI/47
AH/38
AI/45AI/44
AI/46AI/43AI/05
AI/74
AH/30
AH/29
AI/04
AJ/04
AI/42
AI/48
AH/40AH/36
AI/06
AI/73
AI/50
AI/71
AH/46AI/40
AJ/03
AI/41AI/75
AJ/29
AI/80
AI/39
AI/38
AP/01AP/02AI/77
AJ/26AJ/02
AJ/28
AI/76AI/81AJ/01AP/03AP/02A
AI/33AI/34AI/83AI/37
AP/05AAJ/34
AQ/11
AJ/30
AH/39
AJ/27
AJ/25AAJ/25B
AJ/38
AI/82
AP/16AJ/39
F7G7H7F8H8F9G9H9 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
G8
G8 August 8, 2023
9.k
April 13, 2026
Packet Pg. 802
REDWOODHIGH SCHOOL
CITY OF REDWOOD CITYCITY OF SAN CARLOS
10 941
961
1400
1559 1600
1494
1029
1052 939
1465
1004
1007
1030
1498
1470
1420
1062
1541
10071068
948
1080
10681083
912
1022
1600
1248
1069
1014
1500
918
1401
15611553
1323
1580
1316
1414
1477
15811476
1425
1511
1439
1401
1065
1275
1417 1001
33 960
1549
961
1662
1569
1668
1050
934
1045
1500
1450
1431
948
1568
1480
1000
1038
1040
1390
1457
1482
947
16801541
1509
907
1655
1552
1353
1616
1501
1555
1027
1000
1424
1054
1551
1494
1365
1651
1051
965
1347
14821510
1601
947
1383
1636
1061
1012
1475
917
16011065
25 1328
903
1524
1001
1649
13241336
911965
1352
1591
1423
1620
1301
1351 1021
1224
1150
1443
1340
1700
1562
927
1011
1615
1424
1029
17 1527
1390
10311438
1416
1001
1200
10401013
9501019
1459
953
1007
1488
1533
1523
1580
1685
1340 920-930
1250
1000
1464
940
1492
1453
1377
967 926
1000
935
1322
1495
1556
1725
1068-1068C
CORDILLERAS CREEK
CORDILLERAS CREEKG ST
CENTER STALLEY
ALLEY
STATE HIGHWAY 82
WHITE OAK WYWALNUT ST
BELMONT AVE
ALLEY WASHINGTON STALLEY BING STBAYPORT AVELAUREL ST
ALLEY
WASHINGTON ST
EL CAMINO REAL
EL CAMINO REAL CENTER STBAYPORT AVE
VARIAN STALLEY
WHITE OAK WY
INDUSTRIAL RD
LAUREL ST
WALNUT ST
ALLEY
AMERICAN STALLEY
BING STOLD COUNTY RDALLEY
OLD COUNTY RD
BELVEDERE AVECENTRAL AVE
LAUREL ST
WASHINGTON ST69'
205'UNK
333'10" VCP31'UNK
289'8" VCP
73'10" VCP
155'10" VCP
5'10" PVC
181'UNK
302'UNK
401'15" PVC
185'8" VCP
293'6" VCP-DIP
184'6" VCP300'15" VCP
253'6" VCP282'8" VCP
299'
58'6" VCP
346'15" VCP
286'6" VCP
297'15" PVC
323'15" VCP
201'12" VCP
406'8" VCP
142'10" VCP200'8" VCP
339'6" VCP
143'10" VCP
245'15" PVC
79'UNK
75'8" VCP
285'8" VCP 85'6" VCP
289'6" VCP307'10" VCP
37'10" VCP 250'8" VCP
266'8" VCP
248'10" PVC
223'8" VCP
22'15" PVC
460'6" VCP121'6" VCP
249'UNK
148'12" VCP
138'12" DIP
295'6" VCP347'6" VCP
8" PE232'8" VCP
239'6" VCP299'8" VCP
258'8" VCP258'8" VCP
257'8" VCP
252'8" VCP
273'8" VCP
265'8" VCP
200'6" VCP283'6" VCP52'8" VCP
281'15" VCP
8" VCP335'10" VCP
380'15" PVC
140'12" PVC
179'8" VCP AC/65AC/78
AC/41
AK3/03
AC/77
AP/15 AC/58AC/40
AK3/02AK3/01
AC/60
AP/05AP/04AP/06AP/03A
AP/07AP/06A
AC/79
AC/80
AC/69
AC/70
AC/55
AC/73
AC/71AC/56
AC/84AC/74AC/85
AC/57
AC/72
AC/51
AC/59
AQ/04
AK3/23
AK3/22AK3/25AK3/24AAK3/24AK3/06
AK3/05AK3/04
AC/64AQ/02AQ/03
AP/03
AC/76AC/86
AC/67AC/75
AC/82AC/83
AC/32
AC/29
AC/52
AP/05A
AC/50
AJ/27
AP/14
AC/96
F8G8H8F9H9F10G10 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
G9
G9 August 8, 2023
9.k
April 13, 2026
Packet Pg. 803
CITY OF REDWOOD CITYCITY OF SAN CARLOS
16971663-1669
1668
1710A-1710B1700
3 1701
1 CORDILLERAS CREEK
E STF ST
G STGARDEN STINDUSTRIAL RD
FLOWER STLENOLT ST
INDUSTRIAL RD
INDUSTRIAL RD
VETERANS BLVDUS HIGHWAY 101
CIRCLE STAR WY
69'6" PE57'4" UNK116'6" CIP
80'6" PE302'UNK
20'6" PE
193'6" PE
73'8" PE232'8" VCPAC/79
AC/80AC/80AAC/81AC/90
AC/92AC/93AC/94AC/91
F9G9H9F10 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
G10
G10 August 8, 2023
9.k
April 13, 2026
Packet Pg. 804
922
2005
261
1023 128
2308
2008
2376
100
2049
2048
117 140
19332064 1941
922
13401064 2238
222
2033
2140
1949
971
110
12 105
2343
1312
1414
1962
2160
136
121
22472261
2205
123
2072
1130
1331
1965
221 2104
2149
1949
1011 2136
1040
159
1060
2221
131
2208
2080
1046
2055
324
2240
2220
36 916
2125
2229
2072
2165
2119
2139
1089
2028
1249
2312
1020
2248
2023928 2088
317
2156
2100
2212
1094
2031
2012
2332
2290
1301
2216
2071
2065
2096
1961
2251
2079
111
37 1305
919 940 2031
2095 2041
2148
1332
2268 108
1329
125
242351
946
1017
20152071
2352
2164
2116
2233109
2008
13252224
2025
2368
21331059
1357
230
2005
227
118
2317
21682101
1341
1400119
141
120
910
1117
2092
1969
1360
2317
1316
2152
1368
2215
2032
217
916
245
1083
144
2081
1324
939
928
2132
2225
107
1052
1041 2232
301
2077
2384
1251
280
2000
132
1077
2064
22602360
2048
2252
129
2089
1133
2040
2108
2017
911
2340
2130
200
2161
995
112 1201
2009
2209
1981
2201
2023
2013
2084
128
1124
2009
1017
2016
260
935
1115
2064
2256
1317
1053
2253
2321
1112
1200
1306
2325
1316
1047
2144
1120
169
2266
2041
1312
1010
1408290
1328
216
309
1353
2120-2124 1325
2001
2112 2120
2055
127
2121
2024
1060 1313
2025
2111
2237
277
21572278
2024
2079
2072 2032
20332096
941
2233
13172111
959
2114
2272
2125
162331
2071
1029
101
1109
2121
923
964
207
1974
2252
100
1319
2021
2016
3131119
2001
112
253
2172
2088 20472080
1943
270
1076
2073
252311
108
2145
23252388
2148
1101
2257
209
153
2063
119
2016
925
2057982
1070 1101
1140
2117
1201
956947
958
2080
1250
2124
2117
20572085
20492108
113
2020
2116
2301
2222
1301
11002017
950
20912080
2304
2056
959
1333
1058
1968
13452258
21131070
1320
1983
977
8 1116
1147
1321
1955
2032
1124
1149
1022
1337
2024
1135
2267
2016
962
2063
942
2328
1384
2079
249
2007
968
2320
147
1200
1354
2009
124
1300
1110
208
2339
1065
965
1159
1010
2123
2056
2239
1334
1057 1937
22112212
2071
2217
2008
20882087
2225 1349
932
1376
2324
1351
2024
983
2125
1082
2100
934 2047
2056
19282095
1040 2204
1324
2133
2316
2243
953
2064
2273 273
1957
23201071
2096
2180
104
120
912
108
1344
137
1977
1113
938
2190
2065
2087
10301050
2305
1125
2004
265
20882072
321
12501005
201
2048
2056
2123
2236
2109
BRITTAN CREEK
BRITTAN CREEKBRITTAN CREEK
BRITTAN CREEK
LUPIN AVE
OAKVIEW DR
TAMARACK AVE
BELLE AVE
BRITTAN AVE
HOWARD AVEDAYTON AVE
CORDILLERAS AVE
BRITTAN AVE EDGEHILL DR
WILDWOOD AVEBRITTAN AVEALAMEDA DE LAS PULGAS
BROOK ST
BIRCH AVE GREENWOOD AVEEUCALYPTUS AVE
ROCKRIDGE RDTAMARACK AVE
CORDILLERAS AVE
GREENWOOD AVE
HOWARD AVE
HOWARD AVE
OAKHURST AVE
76'6" VCP99'UNK
244'6" PVC
319'6" VCP
329'6" VCP
257'6" VCP
DROP MANHOLE
118'10" VCP
203'6" VCP-CIP
141'6" PE
193'6" PE
334'6" PE
52'UNK
456'12" VCP
131'UNK334'10" VCP349'6" PE
356'6" VCP-CIP
405'6" PE
168'6" PE
39'6" VCP
194'6" PE237'10" VCP155'8" VCP
6" PE
131'UNK
310'6" PE
57'UNK
6" PVC
127'10" VCP-CIP69'4" PE
17'14" VCP
450'12" VCP
298'6" PE 168'6" VCP36'6" PVC6" VCP
405'6" VCP193'6" PE
342'6" VCP
260'6" VCP
341'6" PVC
226'8" VCP
257'6" PVC
343'6" PVC
239'8" VCP
230'6" VCP
475'6" PVC
252'6" VCP
148'6" VCP
269'6" PE
271'6" VCP
193'6" PE
171'6" PE
105'6" VCP66'UNK
300'6" PE
349'10" PVC
62'6" VCP-CIP
189'6" PE
153'6" VCP
242'10" VCP-CIP
218'10" VCP-CIP
343'6" VCP
316'6" VCP-CIP
175'6" PE
342'6" PVC
217'8" VCP
277'6" PVC
140'8" VCP
100'10" VCP-CIP352'6" PVC
245'6" VCP332'10" VCP-CIP6" PVC
341'6" PE
282'6" PVC 216'6" VCP
164'6" VCP-CIP
335'10" VCP
209'6" PE
43'6" UNK315'6" PVC283'8" PVC
110'6" VCP
268'6" VCP285'10" VCP321'6" PE
170'8" PVC
212'6" PE
241'6" PE
165'6" VCP
94'6" VCP
312'6" VCP
124'6" VCP
244'6" VCP
189'6" VCP
228'6" VCP-CIP
269'6" VCP
AI/22
AZ/84AZ/85
BA/54
AI/86
BH/42
AI/67
AI/68
AI/66
AI/69
AI/26AI/53
BH/40 BA/36
AI/53AAI/54
BA/53
AJ/14AJ/13AI/58
AI/11
AI/57
AJ/15
AI/65AI/56AI/12
BH/01
AI/59
AZ/40AZ/62
AI/60
AZ/60
AI/61AAI/63
AZ/59AZ/58
AI/18
BN/01 AP2/49
AP2/45
AI/71
BA/23BA/24BA/25
BA/18
AJ/09
AI/52
BA/22BA/21
BA/19
BA/31
AJ/10
AI/70
AJ/11
AI/09
BA/33BA/34
AJ/12
BA/35AP2/50
AZ/47AZ/54AZ/53
AZ/52AZ/42AZ/46
AZ/51AZ/55AZ/50AZ/49AZ/56
AZ/48
AI/10AI/55AI/23AI/24
AI/25
AZ/57AI/13
AI/64AI/15AI/14
AI/17
AZ/66
AZ/65AZ/61
AP2/55
BA/20
BA/32
BA/26BA/28BA/29 AP2/48
AZ/69
AI/17A
AZ/68
BA/56
AZ/75
AZ/73
AI/88
AI/87
G6H6I6G7I7G8H8I8 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
H7
H7 August 8, 2023
9.k
April 13, 2026
Packet Pg. 805
WHITE OAKSELEMENTARYSCHOOL
1369
1516
118
101
1740
1562
1379
1901
1618
2008
1434
139413431909
1400
1925
14 1368
137513571861
1398 11
1431
1525
19331941 1548
1340
16271562
1382
1404
9 1374
141
1654
1720
1379
1407
153
1414
1398
1354
1457
1317
1405
1505
1364
1375
153
1368
6 1374
1635
1331
2129
1619
1357
20251392
1949
1369
122
1660
127
176
1600
1526
2030
1721
1912
1832
1351 1377
1324 1620
1729
1420
1509
1410
1411550
1529
171
1905
1601
1653
1420
1915
119
10 1376
1333
1413
8 17
1805
1362
1530
1376
1425
18251904
1909
1627
1374
1332
144
1621
1733
1546
1539
1542
1564
23 250
1430
1525
1912
218
1646
1725
1350
1357
2005
107100
1800
1525
1550
17201700
1400
1374
1717
1940
1671
1638
1645
1422
1837
126
1614
1816
1368
16191373
1950
152
1644
28 1917
1398 1505
1338
1620
1337 1534
1805
137
1701
2000
1369
224
1561
1392
1825
1381
12 1409
1505
1552 1681
1368 1561
1424
1411
1440
138613301316
1719
1682
2013
1681
1410
1436
120
229
108
1542
2010
1380
1724
177
1605
119
1300
1317
1635
1370
140
1413
1620
2020 1925
170 21
1224
2115
1386
1910
1800
146
1573
14351408
1717
1483
165
235
1450
13361332
200
1353 1918
1456129
1325
17501415 1643
1500 1522
1662
13931384
1820
1464
1737
1355
1557
117
1442
1390
24 207
1348
1717
176
1393
1547
1383
113
1333
1919
1554
1521
128119
1431
1475
1916
1365
1405
121
1331
1713
1409
1448
166
1646
1373
1352
1513
18051393
1546
1319
2021
16111350
1369
1458
1617
212
1549
1956
1511
213
1400
1640
1411
1438
1371 1426
248
1545
1613
1308
1365
1383
1505
1944
1964
2130 1616
144914311439
1579
1340
111
1380
1574
125
159
112
230 1732
1906
1908
1545
1365
1317
1710
1316
1375
109140
1405
1500
1338
1617
1384
1363
1345
116
1405 1548
130
1573
1395
223
2120
1430
1341
1604
1443
170
1924
1385
1377
1333
1381
1345
165
1365
1637
1342
14471455
1930
1354
1380
183
12 1445
1729 1703
1563
1645
100
1921
1344
1384
1628
1525
135125
2172140
1634
1700
2009
1363
1353
1925
1657
1572
1506
1621
1935
158
1389
1474
182
1920
1359
147
2110
18641405
1336
1411
1337
112
242
113
1429
1450
1705
1535
1368
1381
1349
1703
1905
1526
1362
1376
1300
16 1351
15321388
1654
1382
243
1360
1428
1653
1571
13581337
16282135
1356
1339
164
2145
1928
236
1362
1340
1378
2035
1957
1410
1376
14091424
1620
1344
134
1820
20 63
228
1324
2004
1641
1721
1356
16801920
1549
1416
112
13931341-1341A
BRITTAN CREEK
CEDAR ST
EL SERENO CORTE
CHESTNUT STORANGE AVE
BELMONT AVE
OAKHURST AVEPARK AVE GOVER LN
CEDAR STST FRANCIS WY
SUNNYDALE AVECHESTNUT STPARK AVEOAKHURST AVE
ELM ST
HOWARD AVEBELMONT AVE
CHESTNUT ST
CEDAR ST BELVEDERE AVERICHLAND CTWHITE OAK WY
WHITE OAK WY
GENEVA AVE
CHESTNUT ST
BELMONT AVE
CHESTNUT ST
CEDAR ST
ORANGE AVE
OAKHURST AVE
148'10" PVC148'10" PVC
WEIR
149'UNK61'UNK
168'6" PE
320'8" PE
39'6" VCP38'UNK
128'12" VCP
194'6" PE237'10" VCP
23'UNK
321'6" PE
148'12" VCP
95'UNK
191'6" VCP
66'UNK
255'8" PVC
253'8" PVC
147'8" PVC143'6" PVC
159'8" PVC
128'6" VCP
66'UNK
64'UNK
70'UNK
296'6" PVC
250'6" PVC153'6" VCP
132'6" PVC
364'6" PVC
347'6" PVC137'6" VCP
11'6" VCP123'6" PE
330'6" VCP
142'6" VCP
188'6" PVC
248'6" PVC
483'6" VCP
320'6" CIP
351'6" VCP
404'6" CIP
360'10" VCP160'6" VCP23'6" VCP
321'6" PE
366'10" VCP
304'12" VCP
129'6" CIP
124'8" PE
87'UNK
189'6" PVC
318'6" PVC
147'6" PE
267'6" PVC
246'6" VCP36'6" PVC
59'6" PVC
250'6" PVC
73'UNK319'6" PE
202'8" CIP
245'6" CIP
280'15" VCP
85'6" VCP
404'6" PVC
71'6" VCP113'6" PVC
252'8" PE181'6" UNK199'12" VCP
252'8" VCP
294'8" VCP
279'8" PE
240'15" VCP133'8" PE 374'15" VCP
286'
217'6" VCP60'6" VCP
297'10" VCP
343'6" VCP 258'6" VCP
73'6" PE
151'8" VCP
119'8" VCP
293'6" PVC
269'6" PVC
90'6" VCP
245'6" VCP-CIP
150'8" PVC
140'8" PVC
252'6" VCP
282'8" VCP
160'8" PVC
340'8" VCP
290'6" PVC
285'6" PE
252'6" VCP
148'6" VCP170'6" VCP
250'UNK
310'6" VCP
303'6" CIP
99'6" VCP
134'8" PVC
7'10" UNK
190'10" PVC
325'12" VCP
126'12" VCP
AQ/20
AP2/03
AP2/96
AQ/65AQ/66AQ/67
AP2/73
AQ/63
AP2/18
AQ/05
AQ/56
AQ/60
AQ/08AQ/10
AQ/07AQ/06ABA/02
AQ/21AQ/19AQ/18
BA/01AQ/06B
BA/03
BA/10
AQ/24
AQ/25
AQ/06C
BA/05
BA/04
AP2/02
AQ/57
BA/08BA/09
AP2/10
AP2/67
AP2/16AP2/07
BA/12
AP2/40AP2/41AP2/42AP2/43BA/16
AP2/60
BA/13
AP2/44AP2/69
BA/15
AP2/47
AP2/45
BA/17
BA/14
AJ/08
AI/71
BA/23BA/24BA/25
BA/18
AJ/09
BA/21
AP2/05AP2/04
AQ/37AQ/34AQ/35AQ/58
AQ/17
AQ/59
AQ/51
AQ/11
AQ/12
AQ/13
AQ/16
AQ/15
AQ/14
AQ/22
AQ/09
AQ/27
AQ/29
BA/11
AP2/01AP2/11AP2/12
AP2/13
AP2/34
AP2/39AP2/38
AP2/55
AP2/14AP2/15
AP2/17AP2/28AP2/33AP2/37
AP2/46BA/26AP2/48AP2/61AP2/62
AQ/30
AQ/33
AQ/37A
AP2/74
AQ/64
AQ/28
AQ/26
G7H7I7G8I8G9H9I9 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
H8
H8 August 8, 2023
9.k
April 13, 2026
Packet Pg. 806
REDWOODHIGH SCHOOL
CITY OF REDWOOD CITYCITY OF SAN CARLOS
1682
1516
1322
3 18
158
1618
16481311
1413
1431
1741
1559
1253
1322 16311354
1620 1719
17921310
1257
1800
1701
9 1792
1436
1311
1617
6 1171635
1632
1641
1433
176
1600
1633
1348
1724
1558
1540
140
1652-1658
1363
1578
15681580
1518
1668
1776
124
1452
10 1748
8 121
1580
17611354
24 17611546
23 1357
1673
1660
1341
1335
1377
1343
2 1717
1776
1729321464
1340
1535
1435
1633
120
33 1571
131
1355
1681
1660
1600
1418122
108 1823
1768
1323
1568
143
1360
125
16591310
1590
1600
1120
1501
21 171500
146
1820
1700
1683
1251
134
1483
1776
1649
1323
1340
1529
1627
1616
1643
1522
1748
155513031551
1640
1265
1696
1311
1401
1784
1528 13011517
1601
1568
162
1749
1209
1475
109
21 1425
113
1749
152
1683
1788
112
1517
1752
1201
1645
1319
1730
5 1777
1620
1500
1730
40 1451
1403
1633
16651523 1692
1340
1701
1661
1375
4 1653
1500 1650
128
1671
1670
1700
170
1574
1733
1717
1400
1323
1605
1801
1354
1547
1703
1340
1634 1505
1 1131
1693
7 1541
137
1569
27 1647
1341
1200
1619
1503
1341
14715501536164
1621
1351
1632
1800
15811550
1689
1649
18391322
1355
1250
1791
1710
1600
25 16821701
1322
1600
1659
116102
CORDILLERAS CREEK
CORDILLERAS CREEK
CORDILLERAS CREEK
F ST
G ST
E STSTAFFORD STSTATE HIGHWAY 82
FINGER AVE
AVONDALE AVEHYDE ST
EDGEWOOD RDFINGER AVE
EL SERENO CORTE
WALNUT ST
EATON AVEELM STST FRANCIS WY
SUNNYDALE AVE
SUNNYDALE AVECHESTNUT ST
ALLEY
WHITE OAK WYWALNUT ST
ST FRANCIS WY
ALLEY
ALLEYCENTRAL AVEELM ST
OLD COUNTY RD
ALLEY
ALLEY
EL SERENO DR
CENTRAL AVE
SUNNYDALE AVE
EL CAMINO REAL
LAUREL ST
EATON AVE
LAUREL ST
229'6" VCP
137'6" VCP
144'6" PVC64'6" PVC
60'UNK
CAPPED AT MANHOLE
154'8" PVC
150'8" PVC
202'UNK
63'UNK
192'6" PE
60'4" PE
107'6" VCP
246'6" VCP
159'UNK
95'UNK
340'6" PE
162'6" PVC
116'6" VCP
151'6" PVC
298'6" PVC
262'15" VCP
108'6" VCP
58'6" VCP 224'8" PVC
399'6" VCP
110'6" PE
382'15" VCP
339'15" VCP
266'8" VCP
11'6" VCP123'6" PE
147'6" PE
267'6" PVC
279'8" PE
286'
232'8" VCP
231'8" VCP
99'6" VCP
59'6" VCP
213'8" PVC
221'8" VCP
324'8" VCP
159'8" VCP264'6" PVC272'15" VCP 211'8" PVC
267'8" PVC123'UNK165'6" PVC
107'6" VCP
123'6" VCP137'15" VCP
319'15" VCP
10'6" VCP
295'6" VCP
18'UNK
335'8" VCP
235'8" VCP335'10" VCP
331'10" VCP
52'6" VCP
300'8" PVC
10'8" VCP
339'10" VCP
AQ/44
AC/66
AQ/89AQ/88
AK3/53AQ/62
AK3/34
AK3/36
BX/02A
AQ/63
AQ/39AQ/40AQ/41AK3/17
AQ/05
AK3/16
AK3/18
AQ/04
AK3/19AK3/20
AK3/29
AK3/28
AK3/27AK3/21
AK3/22AK3/26
AK3/10AK3/09AK3/31
AK3/08
AK3/07
AQ/56
AQ/60
BX/02
AQ/55AQ/43AK3/13
AQ/08
AQ/38
AK3/15
AQ/46
AQ/37AQ/34AQ/35
AQ/59
AQ/51
BX/01
AQ/47AQ/45AQ/52
AQ/53AQ/30 AK3/15AAQ/42AQ/54AQ/31
AQ/32AQ/33
AK3/12
AK3/11
AK3/14
AQ/37A
AQ/69
AQ/72
AK3/32
AK3/35
G8H8I8G9I9G10 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
H9
H9 August 8, 2023
9.k
April 13, 2026
Packet Pg. 807
27 2805
21 2648
1075
2805 2504-2516
2821
26162548
184
5 2909
610
2732 5
1096
1031
2820
2816
2809
2634
1040
2805
10 2736
2611
1037
1040
1028
23 2821
3 949 136
1041
2711
2603
2634
7 2536
602
4 2424
2841 2744
2602
2610
2710
175
2800
2721
2652
2730 9 25272840
38 2603
2832
6 2
185
2622
1065
1016
2804
136
2662
2688
1098
2612
1025 161
10 2642
1048 14
2635
2633
971
2907
2809
10 1089
190
153
2824
10 2628
10 26742819
2602
510
2632
1912801
116
26-26A
2648
2654
2828
1059
10881090 2608
2681
1051
2421
951
1093
941
2836 1082
2831 7
2800
2605
27282837
1032
2520
1085
1053
2 2616
1081
1067
2673
1063
2521
154
160
2724
33 1030
1052 162
9172839
2419
108
2667
155
2720
20 1071 1106
2813
2636
2817
15 2654
2813
1097
6 14
2805
2648
2812
107
2836
957
1068
2668
164
2817
148
9 1372820
2801 961
2825
2717
2420
1092
1020
1 110
126
2615
2816
10 2833
2664
2716
2430
2817
44 2841
111
2607
2808 11
1081
2806
5 2809
2828
1028
1091
1071
2809
2708
105
24171078
6 1085
2816
32 2663
2832
172
2801
132
2683
100
152706
2694
2630
1079
184
1090
2602
13 2715
2625
2710
2682
14 124
2813
3 1781075
1044
156
123
1087
28161032
179
1079
1059
2604
1083
2647
1095
2691
144
1036
2641
2817
29152911
173
2713
2533
1084
1036
2829 2 25271086
118
2740
2653
2529
26162827
129 105
2640
10441030
2824
1045
2720
2823
117
2608
2845
1 2622
1091
120
1080 2704
2840
953
2813
2676
2804
6 2835
570
6 186
2531
39 1094
2812
945
2826
2 BRITTAN CREEK
BRITTAN CREEK
SAN REMO WY
APPIAN WY
WILSHIRE CTBRITTAN AVEGRACELAND AVE
GRACELAND AVE
ALDERLEE WYDE ANZA AVEDE ANZA AVE
FOREST LN
LA BARTHE LN
BURNHAM CT
GRACELAND AVE
GRACELAND LNTRAMANTO DR
BRITTAN AVEROGERS AVEPORTO ROSA WY ALAMEDA DE LAS PULGAS
SAN SIMEON WYHEWITT DR
SAN MIGUEL WY
COBBLESTONE LN
THORNHILL DR
SUNSET DR
FAIRBANKS AVESUNSET DR
VAL MAR PLBRITTAN AVEMILANO WYHEWITT DR
BRITTAN AVESARA LN
HILL AVETASKER LN
MAJORCA WY
49'UNK
162'UNK
17'UNK
23'UNK186'6" PE58'6" VCP
166'6" PE
119'6" VCP
285'10" PE
92'6" PE
193'10" PE
89'6" PE
246'6" VCP
97'6" VCP
149'6" VCP
200'6" VCP
370'6" VCP
147'6" VCP250'6" VCP
126'6" VCP
319'6" VCP238'6" PVC
198'6" VCP
72'6" VCP235'8" VCP305'10" PVC 289'10" VCP
173'6" PE
196'10" HDPE
238'6" PVC
169'6" VCP
137'6" VCP
137'6" VCP
42'10" PE217'10" VCP
255'10" VCP
113'10" VCP
237'6" VCP
90'6" VCP32'6" VCP152'6" VCP
255'10" PE50'6" PE
101'6" PE
145'6" VCP198'6" PVC
230'6" PVC
131'6" PVC
228'6" PVC
206'6" VCP
141'6" PVC
116'6" PVC
321'6" VCP
219'6" VCP164'6" PVC171'6" PE
123'10" PE
201'6" PE
59'6" VCP
98'6" PE
156'6" PE76'6" VCP122'6" VCP229'6" VCP222'6" VCP
274'6" VCP189'6" PE
272'6" VCP
185'6" PE
179'UNK170'6" PE157'6" PE141'10" PE
220'6" PE
117'6" VCP180'6" PE36'8" PVC98'8" PVC
135'6" PVC
112'6" VCP33'6" VCP200'6" VCP
294'6" PE342'6" VCP
149'6" VCP79'6" VCP252'6" VCP
239'6" VCP
190'6" VCP
220'6" PE
78'6" VCP123'6" PE
49'6" VCP158'6" PE
99'8" PVC
75'UNK
67'6" PE
BH/41
BH/39
BH/36
BI/07
BH/14BH/15
BS/49BS/50
BH/23BS/51
BH/20
BN/44BN/40
BS/40
BN/39
BH/24BS/52
BN/50
BN/51BN/52
BN/48BN/49
BN/30
BN/53
BN/31BN/21
BN/25BN/24
BH/37
BN/01
BV/16
BV/42
BV/15 BV/04BV/05
BV/06
BV/07
BV/08
BV/10BV/09BV/12
BV/44BV/01BV/43
BV/45
BV/02BV/36
BV/03 BH/21
BH/27
BH/28
BN/29BN/28BN/27BN/26
BN/23
BN/36BN/46BN/37BH/12BH/11
AJ/23
BH/09
BH/26BH/25
AJ/25AJ/24
BH/17
BH/16
BH/22
BH/18BH/19
BH/31BH/33BH/34
BN/20BN/35BN/34BN/33BN/32 BN/41
BN/45
BN/42BN/43
BH/30BH/29BH/32
BN/22
BH/35BV/41
BV/14 BN/47BN/54BV/20
BH/33A
BH/11ABH/12A
BH/32A
H5I5J5H6J6H7I7J7 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
I6
I6 August 8, 2023
9.k
April 13, 2026
Packet Pg. 808
FIRE
132
186
734
133
1529403
65 2422
2616
137
2548
103 1621
232
2529
209
2413
2349
240
376
325
338 122
388
79 10
1439
170
1414
324
2341
2611
434
2541
101
160
8 128
212 334
147
2613
402
129
137
1561
410
441
149
750
379
212
154
1426
124
379
329
73 236
346
2602
2600
127
1569
189
324
310
2610
34 413
88 418 330
172
133
1515
4 365
318
213
156
317
1500
2332
136
9 116
145
37 410
216
2432
328
223
455
55 1672530
333
3792515
378
1350
2635
100
89 375
11 374
1420
372
60 331 311
14641480
342
100
113
366
419
347205
119
83 1374
355
116
2360
2602
510
56 346
269 1512
355
245
423
1223
711475
2517
27 216
2654
128
1340
7 2631411
2608 1381
108
280
1190
2409
265
215
1463
129
125
220
392
57 1326
1423
151
200
50 367
139
1400426 112
241
149
84 1366
160
2242357
61 109
2401
325
1506
241
777
375
260
1528
216
55 14362345
2321
80 2325
1447
275
370
2601
155
228
1402419
30 308
290
136
2411
130
338
1244
429148
131
1306
109
351145
2534
327
363
118
127
2333
349
1327
240
418
435
309
253
2648 383
3 419
237
161
166
152
2511
124
398
120
402
144
366
23695
120
153
1171
2434
718
2410
2401
435
1636142
447
148
305
2337
1282420
131 383761
1455
207
443
708
2352
1256
220
100
70 1620
21 2664
378
10 359
1483
360
270
15 249
338
353208
382
411
25 143
237
392
319
473
120
13317
117
403
15182403
2361
465
62 344
333
1180150
348
337
1396
248
380
2417
410
1385434
42 213
1488
1509
393
2363
2353
132
1431 35
219
18 133
749
113
14 345
142
339
1623
1448
1434
105
2630
345227
358
26 1147
385
108
1515311 85
244
2625
462
112
201
1440
228
1545
2336
130
1135
201
223
425 448
362 75
384
2348 124
318
418
2328 249
365
350
387
2329
319
2647
232
117
231
136
257
224
435
1410
116
427
442
2344
46 208
2641
1493324
1159
402
726
438
373
407
440
368
121
2480
66 261
434
12 203
2616
236228
426
1440
69 1430
2640
1472
341132
2340
252
741
2416 235
742
1460
2540
112
1557
338
125
110
362
2622
209
125
328
470
2373 217
108
11 1456
1316
38 1604
245 352
419
229
209
113
321250
2460
22 348
BRITTAN CREEK
BRITTAN CREEKEDGEHILL DR
HILL WY
HILLTOP DR
GAYLORD STGRACELAND AVE
DE ANZA AVE ALAMEDA DE LAS PULGAS
BURNHAM CT EMERALD AVEWILDWOOD AVEEDGEHILL DR
HOWARD AVE
OAKVIEW DRBRITTAN AVEALAMEDA DE LAS PULGAS
ALAMEDA DE LAS PULGAS
CORDILLERAS AVEHOWARD AVE
OAKVIEW DR
BROOK ST
OAKVIEW DROAKVIEW DR
RUBY AVE
GARNET AVE
CORDILLERAS AVENEAL AVE
RIDGE RD EMERALD AVE
HILLTOP DR
HOWARD AVE
141'6" PE
239'6" VCP
115'6" VCP
267'6" PVC
134'8" PVC
202'8" PVC146'UNK
182'UNK
300'6" VCP
131'UNK
80'UNK
57'UNK
247'6" PVC
100'UNK130'UNK
195'6" PE
92'6" PE
260'6" VCP
168'6" VCP
209'6" VCP
36'6" PVC
118'6" VCP
97'6" VCP94'6" PVC
132'6" VCP
132'6" VCP
80'6" VCP
81'6" VCP
222'6" VCP
147'6" VCP
141'6" VCP
117'6" VCP72'UNK
106'6" VCP
117'6" VCP
67'UNK86'6" PE83'6" PE
56'6" VCP
186'6" PVC
265'6" PVC
204'6" PVC
148'6" VCP
209'6" VCP32'6" VCP
126'6" VCP131'6" VCP
323'6" VCP
263'6" VCP
308'6" VCP
339'6" VCP
166'6" PE
34'6" VCP
238'6" VCP
208'6" VCP
152'6" PVC
138'6" VCP
122'6" VCP106'6" VCP
103'6" UNK137'6" UNK
228'6" PE
235'6" PE157'6" VCP
62'UNK47'6" VCP
129'6" VCP244'6" VCP
174'6" VCP
142'6" VCP
234'6" PE297'6" PVC
8" PVC
230'6" PVC
158'6" VCP
300'6" VCP206'6" VCP
85'6" VCP
282'6" VCP302'6" VCP
217'8" VCP
255'8" VCP
154'6" PE
233'6" PVC
252'6" VCP
268'8" PVC119'6" PE48'6" VCP
133'6" PVC
149'6" PVC
140'6" UNK
120'8" VCP
128'6" VCP
85'6" VCP
232'8" PE
247'6" VCP254'6" PE
132'6" VCP126'6" VCP82'6" VCP
311'6" VCP
65'6" VCP206'6" VCP
91'6" VCP140'6" VCP169'6" PE
185'6" PE
157'6" PE
99'8" PVC
147'6" PE75'UNK
345'6" VCP
342'6" VCP
230'6" VCP
280'6" PVC
91'6" VCP
201'6" VCP
94'6" VCP
160'6" UNK388'8" VCP12'8" VCP
136'8" VCP
29'6" VCP
139'6" VCP
273'6" PVC382'6" VCP
244'6" VCP
462'8" VCP
170'8" VCP
272'UNK
270'6" VCP
161'6" VCP
6" VCP
BS/05
BA/54
BS/27
BA/52
BH/42
BI/07 BS/32
BH/02
BS/58
BS/45
BH/07AJ/17
BH/10
BS/46
BS/38
BS/47BH/14
BS/48
BS/43
BS/49BS/50BS/42
BS/39
BI/06
BS/41BS/40
BA/37ABA/37
BA/39
BS/01
BA/42BA/43
BA/41BA/40
BS/12BS/16
BS/17
BA/51
AJ/16
BA/50
BS/57
BH/37
BA/53BN/01
BB/34
BS/11BS/56
BB/18A
BB/18
AP2/49
BB/16
AP2/51
BB/19
BB/15
BS/08
BB/37
BS/07
BB/38
AP2/52
BS/06
AP2/53AP2/54
BB/32
AP2/59
BB/26
BB/33BB/41BB/42
BH/11
BS/55BS/54BS/53
AJ/23
BH/09BH/08AJ/22AJ/21
BA/49AJ/18AJ/19AJ/20
BS/44BA/48BA/47BS/18BS/21
BS/26BS/25BS/19BS/20
BS/29
BS/22
BS/23
BS/15
BA/38
BA/46BA/44BA/45
BA/45A
BS/28
BB/43BB/44
BS/02BS/03BS/04
BS/10BS/09
BS/24BC/25BB/23
BB/22BB/21BB/20
BS/14BB/36BB/35BB/30
BB/17
BB/25
BB/29BB/28
BA/30 AP2/55
AP2/56
AP2/57BB/40
BB/39
BS/01A
BH/04ABH/04B
AJ/22A BS/13BB/49
BH/11A
BB/25ABS/24A H6I6J6H7J7H8I8J8 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
I7
I7 August 8, 2023
9.k
April 13, 2026
Packet Pg. 809
WHITE OAKSELEMENTARYSCHOOL
2015
108
132
1985
325
156
223
2043
210
200
190619291429
191
1986
2071
1806
231
154
2025
109128
115
174
1826
230
125
237
2040 1985
247 155
1464
1973
288
1414
172
148
151
2020
161
266
163 2031
2107
162
173
213
1447
1942
200
441
135
1912
248
167 117
2052
243
1459
230
240
176
262
1426
112
133
279
2030
125
2018
1463
1809
156
220
1455
2057
1721
276
720
625
1973
166
125
1950325
1720
2007
1515
100
116
1750
2302145
415
124
2036
320
250
129236
260
253
1907
149
1985
435
1955
2110
2001
1943
1458
261
1961
172
181 2067
267
2037
225
125
131
455
118
2072
2019
250
2030
2042
535
219 1970
1420
2004
1419
100
179
140130
179
2049
1464
2048
146
1480
2000100
1465
1960
1446
2135
1934
137
2084
235
166
1933
185
143
2110
159
1920
107
1984
236
2100
1701
2061
2055
236
137
127
1437 1825
125
155
410
211 105
137
180
600
2005
113
2061
126
2091
1943
2066
1957
149
243
132
268
254
2044273
1742
1912
236
157
1436
1971
1937
2060
1927
137
1979
119
2016
2160
1452
2043
1491436
201
1929
1413
711287
183
2102
1930
2025
2029
235
267
1455
158
1435
2019
330
710
136
235
1828
408
219
184
220310 1938224
1990
148
131
1976
2075
131
230
2010
1820
272
130121
173
1945
124
130
137
218
255
1960
335
1971142
1949
245
2007
178
224
136
175
2130255
719
19001967
1431
113
242260
266
182
1439
2054
1999
510
447
1949
144255
300
1961
1814
121
1925
2150
2031
131
2035
2085
1459
1471
207
225
153
231
1830
1956
248
1661967
260
1438
124
251
2125
143
248
1476
473
120
1916133
218 148
1423
1011948
1964
465
1937
143
1910
1978
2125
125
182
261
250
112
178
2012
1905
2024
421
1925
168
2130
225248
100
1509 154
231
191
2120
145
330
254
1850
2151
2005405
167
178
1825
112
272
1448
1434
2056
1917
278
143
2079
2013
1770
1979
2125
1963
4202119
162172
1966
269
179
1979
2030
615
2033
152
243
242
2019
1470
201
635249280
315
117
136
1700
167
120
2065
1810
1447
149
2060
200
183
247
140
2004
1441 1815255
1944
1411
254
1918
254 1972
1924167
2210
1967
1924
260243
213
141
1440
1430
1472
2111
237
1460 310
212
212
404
620
267
113136
2036
1435
515
281
1936
1456
269
1950
118
224
161
1460
212
234
320
1820
2115
237
1440
CORDILLERAS CREEK
ST FRANCIS WY
CEDAR ST
WHITE OAK WY
FAIRMONT AVEPARK AVE
EATON AVE
KELTON AVE
PEARL AVE
ALBERTA AVE
CEDAR STFAIRMONT AVEPEARL AVE
SUNNYDALE AVECHESTNUT STPARK AVE
CORDILLERAS AVE
ST FRANCIS WY
ALBERTA AVE
EATON AVE
EATON AVE
RUBY AVE
RUBY AVE
OAKHURST AVE
KELTON AVE
KELTON AVEPARK AVECOLTON AVE
37'UNK7'UNK
137'6" PE136'8" PE
153'6" PE
45'12" VCP
139'6" PE
135'6" PE
148'12" VCP
172'12" VCP
274'12" VCP
97'12" VCP
329'6" VCP
295'6" PE
258'12" VCP
202'12" VCP333'8" PE
63'6" PE 197'6" PVC
151'6" PVC
54'UNK64'UNK
136'6" PE
62'UNK
279'6" PE
299'6" PVC
160'6" PVC
213'6" PVC
253'6" PVC
261'6" PVC
318'6" PVC
66'6" VCP130'6" VCP144'6" PE
246'6" VCP 283'6" VCP36'6" PVC
209'8" VCP
146'8" PE240'15" VCP133'8" PE 374'15" VCP
155'6" PVC
56'6" VCP
330'6" PE
252'6" VCP
62'6" VCP
297'6" VCP
130'6" PE260'6" PE
210'6" VCP112'6" VCP
204'6" PVC
307'6" VCP
91'UNK
73'6" PE148'6" VCP
298'6" VCP
263'6" VCP
211'6" VCP
308'6" VCP
222'6" VCP
339'6" VCP
53'6" VCP
43'6" VCP136'6" VCP
270'6" VCP
301'12" VCP130'6" PE
128'6" VCP 6" VCP
299'12" VCP
151'8" VCP
226'12" VCP
316'8" VCP
166'6" PE
254'6" PVC
153'8" PVC
118'6" PVC
386'6" PVC
312'8" PE
86'6" VCP 284'6" PE
277'6" PE66'6" VCP
282'6" VCP
151'6" PE
58'6" VCP
324'8" VCP
319'6" VCP
146'6" PE268'6" PVC
162'6" PE
381'6" PE
149'6" PE132'6" PE
174'6" VCP
142'6" PE
139'6" PE
197'6" VCP
128'6" PE
148'8" PVC
138'8" PVC
228'6" PE
331'12" VCP
BX/05
BC/47
AP2/71AP2/72
BX/29
BX/28
BX/23
AP2/06AP2/18
AP2/25AP2/23
BX/08
AP2/24
AP2/31A
AP2/68
AK2/14
AK2/12AAK2/01
BX/19BC/45BX/18AK2/12
BX/10
BC/43
AK2/08
BB/06BB/05BB/46AK2/11
BC/08BC/07BC/40BC/06
BB/47
AP2/58
BB/09
BB/31
BB/48
BB/32
AP2/59
BB/26
BB/42
AP2/47
AK2/13
AK2/02
BB/44
AQ/51
BB/45
BX/06A
BB/29BB/28
BB/27 BC/41
BC/05
BC/42BC/01BX/09BB/08BB/07
BB/04BB/03
BB/02AK2/10
AP2/22BB/01
BC/03
BC/02BX/11
BX/12BX/17BX/16
BX/20
BX/15
BX/21
BX/13
BX/14
BX/22BX/27BX/26
BX/25AP2/19
AP2/21AP2/26
AP2/20AP2/27
AP2/29
AP2/30
AP2/35
AP2/32AP2/31
AP2/55
AP2/36
AP2/63
AP2/57AP2/64AK2/07AK2/06
AK2/05AK2/03AK2/04
AK2/09
AP2/28AP2/37 AQ/61AP2/70 BX/30BX/31AP2/74
H7I7J7H8J8H9I9 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
I8
I8 August 8, 2023
9.k
April 13, 2026
Packet Pg. 810
SAN MATEO COUNTYCITY OF SAN CARLOS
3437
3432
3379
3458
3414
3464
3426
3391
3413
34433449
171
3455
166
34103421
3420
3395
3461
3399
3429
3404
3470
165
34523440
3405
3446
3387
3375
338333873383
33793375
BRITTAN AVE
BRITTAN AVE
156'8" PE
204'8" VCP
248'8" VCP
263'6" VCP139'8" PE
294'8" PE
148'8" VCP
BR/47
BR/51BR/51ABR/51B
BR/48BR/49
BR/50
H2I3I4J4K4 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
J3
J3 August 8, 2023
9.k
April 13, 2026
Packet Pg. 811
BIG CANYONPARK
CRESTVIEWPARK
119
1000 3191
10511041
907
1101
1010
3281
909
1090
3379
9483414
120
1030
830
102
135
1040
3211
1080
1021
960
3260 1123
895901
3291
840
111
1020
106
915
3272
970
119
147
927
1101
1070
3314
900113
908
3185
3241
915
926
152
171
3201
120
955
160
1121
3261
941
880
166
3410
899
1061 1149
961
940 978
954
988
3236
973
3220
128
870
126
3250
3170
3210
3266
116
3350
914
921
1137
141153
998
890
969
3171
3330
934
3271
3180
3230
3231
920 949
108
3184995
3221
3404
908
123
3280
165
987
997
116
110
850 890
3256
10601071
977
112
124
1110
3240
3181
3200
1011
130
1081
159
930
911 1001136
11111091
1050
820
3251
935
1031
3334
33823322
3392
3370 33163375
3312
3354 3374 3318
3358 3378
3332
3336
3310
3320
3324336633623388
3379 337433783382
3375
33883392
33503354335833623366337033243322331633183320333633343332 331033123314 3330
CRESTVIEW DR
HUDSON CT
CRESTVIEW DR
LESLIE CT
LESLIE DRCRESTVIEW DR
BRITTAN AVE GREENBRIAR RD
BRITTAN AVE
LESLIE DR
BRITTAN AVE
PARK ACCESS
PARK ACCESS142'6" VCP
125'6" VCP251'6" VCP
298'6" PE
302'6" VCP
129'6" VCP 275'6" VCP
150'6" VCP
134'6" VCP
285'6" VCP
345'6" VCP 234'6" VCP
297'6" VCP
106'6" VCP
263'6" VCP
302'6" VCP294'8" PE
257'6" VCP
97'8" VCP142'8" VCP169'6" VCP133'8" VCP
238'8" VCP 79'6" VCP
170'8" VCP303'8" VCP
313'8" PE
280'8" VCP
301'8" VCP
144'8" VCP
209'6" VCP
8" VCP
121'6" VCP
221'6" VCP
133'6" VCP
209'6" VCP
162'UNK
141'UNK
150'6" VCP
141'6" VCP
145'6" VCP
160'6" VCP
278'8" VCP
249'6" VCP
BW/19
BQ/18BQ/17BQ/16
BW/01BW/02
BR/45BR/46 BW/03BW/03ABR/47
BW/04BW/06BW/05BW/07
BQ/15A
BQ/15
BQ/14
BW/11BW/12
BW/18
BW/13BR/55
BR/56BW/14 BW/15BW/16BW/17
BW/42
BW/03CBW/03B
BR/48
BW/08
BW/09
BW/49BW/48
BW/10BR/52
BR/53BR/54
BW/10A
I3J3I4K4I5J5K5 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
J4
J4 August 8, 2023
9.k
April 13, 2026
Packet Pg. 812
EATONPARK
27 2610
21 2648
2900
2831
610
2867
601
2824
2730
2923
2980
2916 61429
24 2746
2936
35 6
701
40 711
2941
2910
602
2812
2714
2849
2769
5 277214
2909
2819
2702
2860
5 452905
2935
2837
32 620
2819
609
30 2934
18 2895
2878
509
622
36 2940
25 2750
49 2825
2872
2975 2706
2908
2709
510
2917
35 2660
2813
2729
2780
2701
2842
2920 85
2947
2768
282959
102935
2740
2710
33 7
2947
2800
9 2928
33 760
80 2818
2904
2640
2776
2912
2705
2916
2721
2918
21 2920
27 402913
42 2940 609
2985
2924
2734
20 730
2917
2946
29 2713
20 2913
2911
4 2807
28802909
2996
2924
2650
2854 2760
40 2630
2916
2937
33 2908
2806
2866
2873
2726
2905
2720
11 511
2843
25 1723
16 2620
2936
39 2735
515
28 2717
2808
2944
750
31 2905
8 2921
2908
2915
29322911
2921
2801
2855
2952
34 2901
2836
2848
2830
570
2680
39 2670
DEBBIE CT
ALDERLEE WYDE ANZA AVEDE ANZA AVE
LA BARTHE LNTERRACE RDSHERWOOD DR
FRANCISCAN CTAMBER CTEATON AVEDEBBIE PL
ROLAND AVE
GRANITE CTTERRACE RD
OAK CREEK LN
EATON AVE
OAK CREEK LNCYPRESS CT
ROLAND AVE
6" PVC73'6" PVC65'6" PVC
60'6" VCP179'6" VCP
214'6" PE
227'UNK
140'6" VCP
354'6" VCP
83'6" VCP
177'6" VCP113'6" VCP
114'6" VCP
189'6" VCP
107'6" VCP
141'6" VCP
162'6" PE 125'6" VCP
271'6" VCP148'6" VCP
126'6" VCP
208'6" VCP251'6" VCP
142'8" VCP78'8" VCP
95'6" VCP
220'6" VCP
228'6" VCP
111'6" VCP332'6" VCP
154'6" VCP
203'6" VCP
332'6" VCP
198'6" VCP
100'6" VCP
205'6" VCP
242'6" VCP
297'6" VCP
78'6" VCP6" VCP
135'6" VCP
171'6" VCP109'6" VCP140'6" VCP
68'6" PE199'6" VCP146'6" VCP
212'6" VCP
107'6" PE
99'8" PVC
110'6" VCP187'6" VCP
80'6" VCP108'6" VCP114'6" VCP
263'6" VCP
116'6" VCP
20'UNK250'6" PE
BO/32
BO/15BO/13
BO/39
BO/61
BO/76BO/78
BI/07
BO/08BO/20BO/19
BS/52
BO/27BO/28
BO/21BO/23BO/25BO/22BO/24
BI/31BI/30
BO/56BO/07
BI/32
BO/57
BO/16BO/49
BO/59BO/58
BO/50
BO/35
BO/53
BO/43
BO/38BO/37
BO/51
BO/33
BO/52
BO/34BO/34A
BO/26
BO/21B
BO/29
BO/18
BO/17BO/14
BO/12BO/09
BI/29
BO/48BO/47BO/46
BO/45BO/41
BO/40BO/44
BO/42BO/36
BO/30
BH/35BV/41
BO/62
BO/21A
BO/63
I5J5K5I6K6I7J7K7 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
J6
J6 August 8, 2023
9.k
April 13, 2026
Packet Pg. 813
CLIFFORD ELEMENTARY SCHOOL
CITY OF REDWOOD CITYCITY OF SAN CARLOSCITY OF REDWOOD CITYCITY OF SAN CARLOS 31 37
26109
73 2585
353
27162784
23 1741
2 1733
226
2082651
3431 478
325
2736
17 208
388
29 2731
50 226 61
2330
2805
27 17
136
128
205
69 237
25 129
18 1561
236
1769
2712
2715
23 77
2715
14 160
2525
213
61 2631
2804
2701
2720
166
2748
2710
209
1569
153
2693
88 2815
133
22 338
30 300
2819 21
148
317
2565
1679
2621
2811
2424
178
410
2804
18229
324
2760
1619
25 2772
33 2415
378
2706
2807
509
89 221
13 12
1643
141
1667
2750 15
2730
85 681
11 2709
510
1715
19 21
2700
46 2713
24232660 262661
5 45
2701
304
2647
2720
451
2704
2692
11 2515
2611
4038
358
2727
7 13
244
2801
2771 214
2310
96 2735
154
53 216
250
2765
9 2733
202
179
2300
2716
2640 18
224
28 2705
2807
2721
2803
12 2726
36 25012505
219
215
379
398
331
38 93352 305
1753
2724
2721
89 16
251
97 309
1583
11 165
227
2705
2813
2785
431
2713
49 308
21 1761
11 20
392 473
172
2724
348 477
57 333
240
2650
17 173
2809
112760
380
263017
15 2803
45 474132
1723
2705
2730
2711-2711B
2641
511
26882708
212
223
2335
339
318
2202708
51 2620
142
311 85366
1651
328
2701
1440
2202711
321
2745
2800
2751
95 40
25952717
384
2322808
418
1655
16 42
34 442
216
315
419
12 402
2773
438
2725
10 27
368
24 2810
401
2721 7
1557
22 217
32 2696
232
1607
470
2142734
2410
2727
2575
2740
1450375
2545
21 364
2555
222
472
15 41
65 1631
2741 238
2717
CORDILLERAS CREEKKRISTA LN
TIMOTHY DR
FRANCES LNCLIFFORD AVETIMOTHY DR
HILLTOP DRDE ANZA AVEDE ANZA AVE
ALAMEDA DE LAS PULGAS
GARNET AVE
ST FRANCIS WYDEBBIE PL
EATON AVE
ROBIN WY
RAYMOND CT
CAMELOT CT
HILLTOP DRGARNET AVE
NORBURT LNBANBURY LNSUSIE LN
FRANCES LNMICHAEL CT
EATON AVE
CLIFFORD AVEVICTORIA MANOR
DE ANZA AVE
MAPLE WY
ALAMEDA DE LAS PULGAS
EATON AVE
EATON VILLA PL
ALAMEDA DE LAS PULGAS
53'UNK
156'8" PVC259'8" PVC 244'8" PVC24'8" PVC26'8" PVC
6" VCP
135'6" UNK79'UNK38'UNK
198'UNK
118'6" PVC
62'6" VCP82'6" VCP
65'6" UNK
264'UNK
203'UNK148'6" VCP
169'6" VCP
242'UNK
117'6" VCP
175'6" VCP
128'6" VCP
128'6" PE
263'6" VCP34'
190'8" PE129'6" VCP
132'6" VCP
143'6" PE
244'6" VCP
270'8" PE
131'8" PE
253'6" VCP
124'6" VCP
58'UNK57'UNK70'UNK 71'UNK189'UNK
122'UNK
165'UNK
140'6" VCP134'6" VCP
126'6" PE
62'6" VCP
309'6" PVC
258'6" VCP
302'6" VCP
134'6" VCP75'6" VCP
192'6" VCP
160'6" VCP
223'6" VCP
115'6" VCP
163'8" VCP
236'6" VCP 149'6" VCP
223'6" VCP
235'6" VCP
163'6" VCP
233'8" PVC
125'6" VCP
132'6" VCP
100'6" VCP
205'6" VCP
242'6" VCP
297'
78'6" VCP192'6" VCP
76'6" VCP68'6" VCP
108'6" VCP
157'6" VCP
124'UNK
140'6" VCP
206'8" VCP
70'6" VCP64'6" VCP
61'UNK134'6" VCP 226'6" VCP
84'UNK
252'6" VCP
168'6" VCP
91'6" VCP
91'8" VCP
79'8" VCP
232'8" PE99'8" PVC
132'6" VCP37'6" PE91'6" VCP110'6" VCP
76'8" PVC
202'6" VCP
122'6" VCP127'8" PVC
21'6" VCP 24'UNK
AK/08BI/25
AK/35
BI/52BI/53BI/54BI/55BS/76BS/77BS/59BI/07
BS/35
BI/10
BI/05BI/08BO/01BO/60BO/08
BI/06
AK/27
AK/26
BI/17BI/17ABI/18BI/27
BI/11
BI/26
BI/09
BO/06BO/04BO/03BO/02
BI/28
BI/31BI/30
BO/56BO/07
BI/32
BO/57
BC/20
AK/14
AK/14A
BC/22
BB/13
BB/16
BB/14
BB/15BB/11
BC/21
BS/33
BS/29BO/12BO/09BO/10BO/11
AK/10AK/09AK/07AK/06AK/2A
AK/03
AK/04
BC/26
BC/23
BS/30
BI/29
BI/24BI/23
BI/14BI/12
AK/25BI/15BI/16
BS/36
AK/29AAK/29
AK/23AK/24BI/19
BI/22BI/21BI/20
BB/24BC/24
BC/25BB/25
BB/12BS/35ABS/35B
BI/33BI/34
BO/05 AK/36AK/02AK/05BI/17B AK/37
BO/62
BI/45
BI/46BI/47
BI/48
I6J6K6I7K7I8J8 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
J7
J7 August 8, 2023
9.k
April 13, 2026
Packet Pg. 814
SAN MATEO COUNTYCITY OF SAN CARLOS218
119
3473
1129
226
1261
1262
1120
3470
3317
1335
3290
1140
1272
3480
3323 1281
1126
1138
11161105
3494
12211115
1110 1135
1292
229
1120
32753257
1252
315
3239
1109
111
3476
1222
1108
1107
209
1101
3477
31034741310
3481
1331
1152
1118
12321142
3457
103
1127
3230
3338 1146
1121
3269
1318
3356
1134
1317
12711144
3451
1311
11031114
333
1106
1231
3465
323
219
3347
1119
1100
1242
13261334
11171130
3366
1156
12911282
1136
111111251121
104
106
3330
1321
1340
1251
1325
1123
108
1154
330320
13073488
3331
3325 11481128
3469
1104
107
12411132
3332
1150
3251
112
3294
3245
3263
1102
1113
1110
1124
11251115 3236
1322
1112 3284
11581122
3484
1130
3281
3311
3331
3343
3364
3357
3376
3337
33353350
3321
3319
3358
3328
33273341
3374
33393352
3319
3348
33533355
33723368
3362
3330
3336
3349
3335
3329
3332 3310
3327
3315
3336
333033323348335033523356335833623364
33663368337233743376
3347335333553357
33173319332133253327
3338
33293331
33353337
334133433349
3332 331033283330
33113315331933233327333133353339
3294
113511251115 32803284
3290
32993295
HUDSON CT
BRITTAN AVELA MESA DRCRESTVIEW DR
LA MESA DR
CRESTVIEW CTSTEVENS CT
ROYAL LN
LA MESA DR
HOSMER CTCRESTVIEW DR
43'6" UNK
128'UNK
26'UNK97'UNK
268'UNK
211'UNK
214'8" VCP
101'6" VCP
292'8" VCP
106'6" VCP
173'6" VCP
153'6" VCP98'6" VCP138'6" VCP132'6" UNK
161'8" VCP
97'8" VCP142'
128'6" VCP
98'8" PVC
298'8" PE
99'6" VCP
189'8" VCP
168'8" VCP
157'6" VCP
298'8" VCP
282'6" VCP
313'8" PE
168'6" VCP
196'8" PE
182'6" VCP
170'6" VCP 240'6" VCP
139'6" VCP
230'8" VCP
149'8" VCP
243'8" VCP154'6" VCP
114'8" PE
200'8" VCP
155'8" VCP157'8" VCP
146'6" VCP
317'8" VCP
53'6" PE
249'
BR/33
BR/60BR/61
BW/71
BR/20BR/21BR/19BR/26
BR/57
BR/32BR/36
BR/42
BR/58BR/34
BR/59
BR/44 BW/05
BR/34A
BW/07
BW/58BW/57BW/56
BW/42A
BR/41
BR/37
BR/43 BW/43
BW/42
BW/44BW/45BW/47BW/46
BW/48
BR/18BR/28BR/29
BR/31BR/35BR/32A
BW/59B
BR/27
BR/30
BW/76
BR/66
J3J4L4J5K5L5 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
K4
K4 August 8, 2023
9.k
April 13, 2026
Packet Pg. 815
SAN MATEO COUNTYCITY OF SAN CARLOS
119
68 3221 3185
1304
3126
3178
164
1318
31493218
143
1281
14061460
3190
3129
1354
3121
31733257
1328
3157
3239
1319112
1364
3137
127
3141
8 3182
3224 3166
3198
1315
3142135
3170
1151346
3133
1352
1331
3209
1723230 80
3203
60 191
1332
159
1317
1271
3122
1311
152
3153
5 1301
142
3161
192
3117
3177
3189
3186
3194
901340
3174
1338
1291
1339
188
106
3125
1316 1442
176
1321
3162
175
1333
151
3193
3130
1307
3145183
3158
3212 3165
3227
3146
180
196
160
107
167
1388
184
118
148
3233
1328
31973215
32513245
1327
1424
31543236 156 3134
1376
31503138
3181
3169
1322
168
1007
1001
1020
1022
945
23 65
1130
43 75
1150
33 1175
1030
1095
71 1040
1021
160150
130
120955
10311190
112
1170
56 950
1135
44 10291125
95 75
81 51MESA LN
MESA VERDE WY
LA MESA DR
CRESTVIEW CT
LOMA RDLA MESA DR
PEBBLE DR
PALOMAR DR
PALOMAR DR
LOMA RD
125'UNK266'6" VCP
286'UNK
128'UNK
58'6" VCP
9'UNK
47'UNK 302'6" VCP
301'6" VCP180'6" VCP
178'6" VCP
138'6" VCP
133'8" VCP
146'6" VCP
317'8" VCP
315'6" VCP
139'6" VCP321'8" VCP
236'6" VCP53'6" PE
114'6" PE163'6" PE
157'6" PE
123'6" VCP
158'6" VCP129'6" VCP249'
93'6" VCP
151'6" VCP
298'6" VCP
325'6" VCP
136'6" VCP
34'6" VCP110'6" VCP174'6" VCP
BW/77BW/71
BR/20BR/25BW/61BW/62BW/64BW/63
BW/55
BW/54BW/67
BW/53
BW/52 BW/69BW/68
BW/51BW/50 BQ/32BQ/32ABQ/31A
BR/21BR/24
BW/66
BW/65BW/60
BW/59
BR/23BR/22
BW/58BW/59A
BW/59B
BW/53A
BW/57A
BR/23A
BW/70A
J4K4L4J5L5J6K6 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
K5
K5 August 8, 2023
9.k
April 13, 2026
Packet Pg. 816
SAN MATEO COUNTYCITY OF SAN CARLOS
274868 2765
2744
2769277214
2879
2745
2878 27502768
2753
2737
2752
2760
2749
2757
2756
276427722873
2741
2884
2761
4171
549
29 6102110
11 655
632
401
18 538
616
500
38 176
17 16
18 44
522
23 196
404410188
154
422
637
30760
31-33
609
16 754
405
624
742
24 730
25 165
135135
845
181
711
15105 5
107 20
155
875
150 145
28 25
815
180 166
11 425
158
544
36 120
649 532
26 738
178
750
41 9112 415
563722636
13-15
44 28
24 170
615
2 314
735 720
534
27150
119
606-606B
ESTRADA PL
PALOMAR DRLOMA CT
PALOMAR DR ENCINA RDPALOMAR DR
ROLAND AVE
LOS CERROS RD
HERMOSA RD
MONTALVO RD
PALOMAR DR
PALOMAR DR
CORTEZ RD
S PALOMAR DR
BROMLEY DR
S PALOMAR DR
88'6" PVC73'6" PVC65'6" PVC
32'6" UNK
235'6" VCP
299'6" VCP
78'6" VCP
BO/65BO/64
BO/79BO/78 BI/31BI/30
BO/55
BO/54
BO/53BO/52BO/48
BO/66
J5K5L5J6J7K7 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
K6
K6 August 8, 2023
9.k
April 13, 2026
Packet Pg. 817
CLIFFORDELEMENTARYSCHOOL
CLIFFORD ELEMENTARY SCHOOL
SAN MATEO COUNTYCITY OF SAN CARLOS2748
226
15 193191
18 2744
234
20227211
2815
21231 8
2750 152821
216
2737
2232752
229
244 225
14 250
215
12 9 231251 227
174240
235
2302772
207
2740
230
186180256
2853
116
210148
207
401
245
317
242
265
226
330
140
404
257
1508
410
1400
38 120231
214218
355
40 405 1462
282
135
35 105
321
402
225
15041512
35 1502
25 148615091506
515
206
324
10 11
1438
30 8 287
285
239
119
128
261
235
112131260275
2729 136
275
1510
200
243
335
222
139 132
314
347
323 123272
144
250
230
211
115108
240
1462
CORDILLERAS CREEK
CORDILLERAS CREEK
KRISTA LN
FRANCES LNCLIFFORD AVETIMOTHY DR
LEMOORE DR
SCENIC DRCARMEL LNBRECON CT
CLIFFORD AVE
PALOMAR DRENCINA RDHUBBARD AVE
RAYMOND CT
LAMSHIN LN
EDGEWOOD RD
BELLE ROCHE AVE
SCENIC DR
PALOMAR DR
CORTEZ RD
DON CT
EDGEWOOD RD
EDGEWOOD RDBROMLEY DR
BELLE ROCHE CT
32'6" UNK
75'6" VCP
128'6" VCP63'6" VCP123'UNK122'UNK100'6" VCP
163'6" VCP
143'6" VCP
154'6" VCP
151'UNK
224'6" VCP140'UNK
6" VCP
78'6" VCP
61'UNK134'6" VCP
103'6" VCP
226'6" VCP
104'UNK
131'UNK214'6" VCP
252'6" VCP
BO/65BO/64
AK/22AK/34
AK/18AK/31
AK/28AK/32
BI/31BI/30
BO/55
AK/17AK/16AK/15AK/12AK/10AK/11AK/13
AK/33 AK/21
AK/29AAK/29AK/30
BO/66
J6K6J7J8 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
K7
K7 August 8, 2023
9.k
April 13, 2026
Packet Pg. 818
1416
1351
1335
1461
1346
1401
1480
1357
1411
1331
1430
13641365
1431
333
1404
1340
1350135613471341
1451
1460
1408
CORDILLERAS CREEKEDMONDS RD
EDGEWOOD RD
BOW DRCRESTVIEW DR
299'8" VCP
309'8" VCP
139'8" VCP102'6" VCP
BR/12
BR/13
BR/14
BR/17
BR/65
K4K5L5 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
L4
L4 August 8, 2023
9.k
April 13, 2026
Packet Pg. 819
SAN MATEO COUNTYCITY OF SAN CARLOS
SAN MATEO COUNTYCITY OF SAN CARLOS
1563
120112 151
1461
1532
182
100
150 174188
1544
166
181
1509
1480
1481 15431491
131
1331
1471
1538
1567
144
171
1575
1431
1526 1560
1523 1559
192
1593
15371533
111
158
1451
1514
138 198
15801583
15491515
5 226
83 213
65 186
75 215
2200
89 1175
1145
250
1137
210
218 175
2202
160
165
177
181
1165
200
235
1170
255
984 2162
225245
1139
275
CORDILLERAS CREEK
CRESTVIEW DR
EDGEWOOD RD
MONTALVO RDMONTALVO RD
EDMOND DR
FLEETWOOD DR
PALOMAR DR
PALOMAR DR
MONTALVO RD
ELVANADA RD
EDGEWOOD RD
20'UNK
189'UNK
266'6" VCP169'6" VCP
215'8" VCP
213'8" VCP
167'6" VCP
174'6" VCP
216'6" VCP228'6" VCP
232'6" VCP
139'6" VCP
BR/02BR/05BR/06BR/07BR/04
BR/11BR/03 BR/08BR/10BR/12 BR/09
BR/02A6137
K4L4K5K6 CITY OF SAN CARLOSUNDERGROUND INFRASTRUCTURE0100200300GRAPHIC SCALEFEET THE CITY OF SAN CARLOS ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS FOR UTILITY INFORMATION SHOWN ON THESE MAPS. ALL INFORMATION SHOULD BE FIELD VERIFIED.
DATE PRINTED:
www.calcad.com (209) 578-5580
L5
L5 August 8, 2023
9.k
April 13, 2026
Packet Pg. 820
APPENDIX C
PROJECT CLEANING AND INSPECTION
LIST
9.k
April 13, 2026
Packet Pg. 821
This Page Intentionally Left Blank
9.k
April 13, 2026
Packet Pg. 822
BASIN_ID PIPE_ID DIAMETER
US_
NODE
DS_
NODE
FULL_
PIPE_LENGTH
LENGTH_
IN_BASIN
PERCENT_
IN_BASIN SYSTEM MATERIAL
FM 13 AC/19_AC/20 8 AC/19 AC/20 92.57 92.57 100 Mains VCP FM 13 AC/20_AC/21 8 AC/20 AC/21 324.84 324.84 100 Mains VCP FM 13 AC/21_AC/01 8 AC/21 AC/01 65.23 65.23 100 Mains VCP FM 13 AC/22_AC/109 24 AC/22 AC/109 148.64 148.64 100 Mains PVC FM 13 AC/23_AC/22 24 AC/23 AC/22 248.41 248.41 100 Mains PVC FM 13 AC/24_AC/24A 24 AC/24 AC/24A 118.47 118.47 100 Mains PVC FM 13 AC/24A_AC/23 24 AC/24A AC/23 249.71 249.71 100 Mains PVC FM 13 AC/25_AC/24 8 AC/25 AC/24 319.46 319.46 100 Mains VCP FM 13 AC/26_AC/25 8 AC/26 AC/25 319.07 319.07 100 Mains VCP FM 13 AC/27_AC/26 8 AC/27 AC/26 261.89 261.89 100 Mains VCP FM 13 AC/28_AC/27 8 AC/28 AC/27 226.4 226.4 100 Mains VCP FM 13 AC/29_AC/28 8 AC/29 AC/28 221.03 221.03 100 Mains VCP FM 13 AC/30_AC/29 8 AC/30 AC/29 183.92 183.92 100 Mains VCP FM 13 AC/31_AC/30 8 AC/31 AC/30 299.07 299.07 100 Mains VCP FM 13 AC/32_AC/29 8 AC/32 AC/29 410.33 410.33 100 Mains VCP FM 13 AC/33_AC/36 8 AC/33 AC/36 139.7 139.7 100 Mains VCP FM 13 AC/33A_AC/35A 24 AC/33A AC/35A 187.69 187.69 100 Mains PVC FM 13 AC/35A_AC/24 24 AC/35A AC/24 175.19 175.19 100 Mains PVC FM 13 AC/36_AC/26 8 AC/36 AC/26 195.32 195.32 100 Mains VCP FM 13 AC/40_AC/51 12 AC/40 AC/51 139.26 139.26 100 Mains PVC FM 13 AC/41_AC/40 12 AC/41 AC/40 133.54 133.54 100 Mains DIP FM 13 AC/42_AC/43 6 AC/42 AC/43 205.41 205.41 100 Mains VCP FM 13 AC/43_AC/44 8 AC/43 AC/44 431.57 431.57 100 Mains VCP FM 13 AC/43A_AC/43 6 AC/43A AC/43 130.23 130.23 100 Mains PVC FM 13 AC/44_AC/45 8 AC/44 AC/45 29.98 29.98 100 Mains VCP FM 13 AC/45_AC/46 8 AC/45 AC/46 53.09 53.09 100 Mains VCP FM 13 AC/46_AC/33A 24 AC/46 AC/33A 176.22 176.22 100 Mains PVC FM 13 AC/47_AC/46 15 AC/47 AC/46 254.74 254.74 100 Mains PVC FM 13 AC/48_AC/47 15 AC/48 AC/47 260.75 260.75 100 Mains PVC FM 13 AC/50_AC/48 15 AC/50 AC/48 380.03 380.03 100 Mains PVC FM 13 AC/51_AC/50 15 AC/51 AC/50 401.17 401.17 100 Mains PVC FM 13 AC/51_AC/58 0 AC/51 AC/58 249.24 249.24 100 Mains UNK FM 13 AC/52_AC/51 0 AC/52 AC/51 71.58 71.58 100 Mains UNK FM 13 AC/53_AC/46 15 AC/53 AC/46 253.02 253.02 100 Mains PVC FM 13 AC/54_AC/53 8 AC/54 AC/53 262.5 262.5 100 Mains VCP FM 13 AC/55_AC/54 8 AC/55 AC/54 265.16 265.16 100 Mains VCP FM 13 AC/56_AC/55 8 AC/56 AC/55 271.08 271.08 100 Mains VCP FM 13 AC/57_AC/56 8 AC/57 AC/56 258.26 258.26 100 Mains VCP FM 13 AC/58_AC/57 8 AC/58 AC/57 266.27 266.27 100 Mains VCP FM 13 AC/58_AC/59 8 AC/58 AC/59 250.38 250.38 100 Mains VCP FM 13 AC/59_AC/72 8 AC/59 AC/72 285.72 285.72 100 Mains VCP FM 13 AC/60_AC/59 6 AC/60 AC/59 284.02 284.02 100 Mains VCP-DIP FM 13 AC/64_AC/60 6 AC/64 AC/60 349.78 349.78 100 Mains VCP FM 13 AC/65_AC/64 6 AC/65 AC/64 289.34 289.34 100 Mains VCP FM 13 AC/66_AC/65 6 AC/66 AC/65 398.74 398.74 100 Mains VCP FM 13 AC/67_AC/59 8 AC/67 AC/59 74.89 74.89 100 Mains VCP FM 13 AC/68_AC/53 12 AC/68 AC/53 251.48 251.48 100 Mains VCP FM 13 AC/69_AC/68 8 AC/69 AC/68 252.77 252.77 100 Mains VCP FM 13 AC/70_AC/69 8 AC/70 AC/69 257.39 257.39 100 Mains VCP FM 13 AC/71_AC/70 8 AC/71 AC/70 257.66 257.66 100 Mains VCP FM 13 AC/72_AC/71 8 AC/72 AC/71 298.78 298.78 100 Mains VCP FM 13 AC/73_AC/71 6 AC/73 AC/71 238.64 238.64 100 Mains VCP FM 13 AC/74_AC/73 6 AC/74 AC/73 294.62 294.62 100 Mains VCP FM 13 AC/75_AC/74 6 AC/75 AC/74 289.41 289.41 100 Mains VCP FM 13 AC/76_AC/75 6 AC/76 AC/75 120.1 120.1 100 Mains VCP FM 13 AC/77_AC/76 6 AC/77 AC/76 248.44 248.44 100 Mains VCP FM 13 AC/78_AC/77 6 AC/78 AC/77 200.72 200.72 100 Mains VCP
9.k
April 13, 2026
Packet Pg. 823
FM 13 AC/79_AC/98 0 AC/79 AC/98 205.2 205.2 100 Mains UNK FM 13 AC/80_AC/79 8 AC/80 AC/79 232.21 232.21 100 Mains VCP FM 13 AC/80A_AC/80 8 AC/80A AC/80 73.27 73.27 100 Mains PE FM 13 AC/81_AC/80 6 AC/81 AC/80 68.62 68.62 100 Mains PE FM 13 AC/82_AC/96 0 AC/82 AC/96 180.59 180.59 100 Mains UNK FM 13 AC/83_AC/82 6 AC/83 AC/82 84.54 84.54 100 Mains VCP FM 13 AC/84_AC/83 6 AC/84 AC/83 184.02 184.02 100 Mains VCP FM 13 AC/85_AC/73 6 AC/85 AC/73 347.5 347.5 100 Mains VCP FM 13 AC/86_AC/85 6 AC/86 AC/85 461 461 100 Mains VCP
FM 13 AC/87_AC/24 8 AC/87 AC/24 117.07 117.07 100 Mains UNK FM 13 AC/88_AC/22 10 AC/88 AC/22 115.47 115.47 100 Mains VCP FM 13 AC/89_AC/22 6 AC/89 AC/22 142.14 142.14 100 Mains VCP FM 13 AC/90_AC/80A 6 AC/90 AC/80A 116.27 116.27 100 Mains CIP FM 13 AC/91_AC/90 4 AC/91 AC/90 57.06 57.06 100 Mains UNK FM 13 AC/92_AC/81 6 AC/92 AC/81 192.97 192.97 100 Mains PE FM 13 AC/93_AC/92 6 AC/93 AC/92 80.01 80.01 100 Mains PE FM 13 AC/94_AC/92 6 AC/94 AC/92 20.38 20.38 100 Mains PE FM 13 AC/96_AC/81 0 AC/96 AC/81 302.32 302.32 100 Mains UNK FM 13 AC/97_AC/98 0 AC/97 AC/98 63.6 63.6 100 Mains UNK FM 13 AC/98_AC/68 0 AC/98 AC/68 46.57 46.57 100 Mains UNK FM 13 AC/109_AC/01 24 AC/109 AC/01 294 294 100 Mains PVC FM 13 AC/110_AC/109 12 AC/110 AC/109 20 20 100 Mains UNK FM 4 AE/70_AF/17 0 AE/70 AF/17 150 150 100 Mains UNK
FM 4 AF/01_AF/48 8 AF/01 AF/48 206.12 206.12 100 Mains VCP FM 4 AF/02_AF/01 8 AF/02 AF/01 368.4 368.4 100 Mains PE FM 4 AF/03_AF/02 6 AF/03 AF/02 369.69 369.69 100 Mains PE FM 4 AF/04_AF/38 18 AF/04 AF/38 329.92 329.92 100 Mains VCP FM 4 AF/04_AF/82 12 AF/04 AF/82 272 272 100 Mains PVC
FM 4 AF/05_AF/37 10 AF/05 AF/37 323.42 323.42 100 Mains HDPE FM 4 AF/06_AF/16 6 AF/06 AF/16 372.48 372.48 100 Mains PE FM 4 AF/07_AF/06 6 AF/07 AF/06 260 260 100 Mains PE
FM 4 AF/08_AF/32 6 AF/08 AF/32 98.54 98.54 100 Mains VCP FM 4 AF/09_AF/08 6 AF/09 AF/08 356.22 356.22 100 Mains VCP FM 4 AF/10_AF/09 6 AF/10 AF/09 79.68 79.68 100 Mains VCP FM 4 AF/11_AF/10 6 AF/11 AF/10 213.76 213.76 100 Mains VCP FM 4 AF/12_AF/11 6 AF/12 AF/11 184.5 184.5 100 Mains PE FM 4 AF/13_AF/12 6 AF/13 AF/12 120.16 120.16 100 Mains PE FM 4 AF/14_AF/01 8 AF/14 AF/01 92.71 92.71 100 Mains VCP FM 4 AF/15_AF/14 6 AF/15 AF/14 351.16 351.16 100 Mains PE FM 4 AF/16_AF/15 6 AF/16 AF/15 19.23 19.23 100 Mains VCP FM 4 AF/17_AF/15 6 AF/17 AF/15 271.45 271.45 100 Mains PE FM 4 AF/19_AF/20 6 AF/19 AF/20 217.03 217.03 100 Mains VCP FM 4 AF/20_AF/21 6 AF/20 AF/21 184.89 184.89 100 Mains VCP FM 4 AF/21_AF/57 6 AF/21 AF/57 89.1 89.1 100 Mains VCP
FM 4 AF/22_AF/34 10 AF/22 AF/34 194.68 194.68 100 Mains VCP-CIP FM 4 AF/23_AF/32 18 AF/23 AF/32 403.51 403.51 100 Mains VCP FM 4 AF/24_AF/22 10 AF/24 AF/22 185.6 185.6 100 Mains VCP-CIP FM 4 AF/24A_AF/24 10 AF/24A AF/24 136.64 136.64 100 Mains VCP-CIP FM 4 AF/25_AF/24 8 AF/25 AF/24 33.82 33.82 100 Mains VCP FM 4 AF/27_AF/23 18 AF/27 AF/23 144.84 144.84 100 Mains VCP FM 4 AF/29_AF/24A 10 AF/29 AF/24A 228.35 228.35 100 Mains PE FM 4 AF/30_AF/29 10 AF/30 AF/29 66.86 66.86 100 Mains PE FM 4 AF/31_AF/30 0 AF/31 AF/30 165.61 165.61 100 Mains UNK FM 4 AF/32_AF/04 18 AF/32 AF/04 325.04 325.04 100 Mains VCP FM 4 AF/33_AF/05 10 AF/33 AF/05 303.11 303.11 100 Mains CIP FM 4 AF/34_AF/33 10 AF/34 AF/33 54.56 54.56 100 Mains VCP FM 4 AF/35_AF/34 6 AF/35 AF/34 271.51 271.51 100 Mains PE FM 4 AF/36_AF/35 8 AF/36 AF/35 148.49 148.49 100 Mains PVC FM 4 AF/37_AF/39 10 AF/37 AF/39 145.75 145.75 100 Mains VCP-CIP FM 4 AF/38_AF/40 18 AF/38 AF/40 305.83 305.83 100 Mains VCP
9.k
April 13, 2026
Packet Pg. 824
FM 4 AF/39_AF/41 10 AF/39 AF/41 161.3 161.3 100 Mains VCP-CIP FM 4 AF/40_AF/42 18 AF/40 AF/42 387.56 387.56 100 Mains VCP FM 4 AF/41_AF/43 10 AF/41 AF/43 367.45 367.45 100 Mains VCP FM 4 AF/42_AF/42A 18 AF/42 AF/42A 41.61 41.61 100 Mains VCP FM 4 AF/42A_AF/44 18 AF/42A AF/44 300.49 300.49 100 Mains VCP FM 4 AF/42B_AF/42A 0 AF/42B AF/42A 18.98 18.98 100 Mains UNK FM 4 AF/43_AF/45 10 AF/43 AF/45 385.65 385.65 100 Mains VCP FM 4 AF/44_AF/51 18 AF/44 AF/51 407.64 407.64 100 Mains VCP FM 4 AF/45_AF/50 10 AF/45 AF/50 371.85 371.85 100 Mains VCP FM 4 AF/46_AF/45 6 AF/46 AF/45 206.88 206.88 100 Mains VCP FM 4 AF/47_AF/46 6 AF/47 AF/46 193.53 193.53 100 Mains VCP FM 4 AF/48_AF/44 8 AF/48 AF/44 391.21 391.21 100 Mains VCP FM 4 AF/49_AF/50 6 AF/49 AF/50 418.91 418.91 100 Mains VCP FM 4 AF/50_AG/04 10 AF/50 AG/04 371.42 371.42 100 Mains VCP FM 4 AF/51_AG/03 18 AF/51 AG/03 358.78 358.78 100 Mains VCP FM 4 AF/52_AF/43 6 AF/52 AF/43 423.51 423.51 100 Mains PVC FM 4 AF/53_AF/39 0 AF/53 AF/39 182.57 182.57 100 Mains UNK FM 4 AF/54_AF/31 0 AF/54 AF/31 254.26 254.26 100 Mains UNK FM 4 AF/55_AF/31 0 AF/55 AF/31 70.86 70.86 100 Mains UNK FM 4 AF/56_AF/13 0 AF/56 AF/13 64.33 64.33 100 Mains UNK FM 4 AF/57_AF/22 6 AF/57 AF/22 75.69 75.69 100 Mains VCP FM 4 AF/58_AF/36 6 AF/58 AF/36 75 75 100 Mains DIP
FM 4 AF/98_AF/25 8 AF/98 AF/25 55 55 100 Mains UNK
FM 4 AF/99_AF/18 10 AF/99 AF/18 254.38 254.38 100 Mains VCP FM 4 AF2/01_AT/18 8 AF2/01 AT/18 250.57 250.57 100 Mains PVC FM 4 AF2/03_AF2/03A 15 AF2/03 AF2/03A 427.5 427.5 100 Mains VCP FM 4 AF2/03A_AF2/03B 15 AF2/03A AF2/03B 215.56 215.56 100 Mains VCP FM 4 AF2/03B_AT/19 15 AF2/03B AT/19 227.4 227.4 100 Mains VCP FM 4 AF2/04_AF2/03 12 AF2/04 AF2/03 49.5 49.5 100 Mains VCP FM 4 AF2/05_AF2/03 15 AF2/05 AF2/03 357.4 357.4 100 Mains VCP FM 4 AF2/06_AF2/14 6 AF2/06 AF2/14 272 272 100 Mains PE FM 4 AF2/07_AF2/05 15 AF2/07 AF2/05 310.4 310.4 100 Mains VCP FM 4 AF2/08_AF2/06 8 AF2/08 AF2/06 110.31 110.31 100 Mains VCP FM 4 AF2/10_AF2/07 15 AF2/10 AF2/07 165.17 165.17 100 Mains VCP FM 4 AF2/10_AF2/11 10 AF2/10 AF2/11 17.23 17.23 100 Mains VCP-CIP FM 4 AF2/11_AF2/08 8 AF2/11 AF2/08 128.5 128.5 100 Mains VCP-CIP FM 4 AF2/12_AF2/08 6 AF2/12 AF2/08 269.7 269.7 100 Mains VCP FM 4 AF2/13_AF2/12 6 AF2/13 AF2/12 119.25 119.25 100 Mains VCP FM 4 AF2/14_AF2/04 6 AF2/14 AF2/04 277.66 277.66 100 Mains PE FM 4 AF2/15_AF2/01 8 AF2/15 AF2/01 354.37 354.37 100 Mains PVC FM 4 AG/04_AG/03 10 AG/04 AG/03 8.7 8.7 100 Mains VCP
FM 10 AJ/35_BA/03 6 AJ/35 BA/03 234.91 234.91 100 Mains CIP FM 10 AJ/36_AJ/35 6 AJ/36 AJ/35 246.39 246.39 100 Mains CIP FM 12 AK/02_AK/01 10 AK/02 AK/01 86.43 86.43 100 Mains UNK FM 12 AK/2A_AK/02 0 AK/2A AK/02 184.58 184.58 100 Mains UNK FM 12 AK/03_AK/36 0 AK/03 AK/36 203.12 203.12 100 Mains UNK FM 12 AK/04_AK/03 6 AK/04 AK/03 168.88 168.88 100 Mains VCP FM 12 AK/05_AK/04 0 AK/05 AK/04 241.61 241.61 100 Mains UNK FM 12 AK/06_AK/03 0 AK/06 AK/03 70.47 70.47 100 Mains UNK FM 12 AK/07_AK/06 0 AK/07 AK/06 57 57 100 Mains UNK
FM 12 AK/08_AK/07 0 AK/08 AK/07 52.54 52.54 100 Mains UNK FM 12 AK/09_AK/07 0 AK/09 AK/07 57.66 57.66 100 Mains UNK FM 12 AK/10_AK/09 0 AK/10 AK/09 164.56 164.56 100 Mains UNK FM 12 AK/11_AK/10 0 AK/11 AK/10 121.7 121.7 100 Mains UNK FM 12 AK/12_AK/11 0 AK/12 AK/11 123.49 123.49 100 Mains UNK FM 12 AK/13_AK/12 6 AK/13 AK/12 99.69 99.69 100 Mains VCP FM 12 AK/14_AK/13 6 AK/14 AK/13 252.44 252.44 100 Mains VCP FM 12 AK/14A_AK/14 6 AK/14A AK/14 148.02 148.02 100 Mains VCP FM 12 AK/15_AK/12 6 AK/15 AK/12 75.22 75.22 100 Mains VCP FM 12 AK/16_AK/15 6 AK/16 AK/15 63.27 63.27 100 Mains VCP
9.k
April 13, 2026
Packet Pg. 825
FM 12 AK/17_AK/16 6 AK/17 AK/16 127.63 127.63 100 Mains VCP FM 12 AK/18_AK/13 0 AK/18 AK/13 139.92 139.92 100 Mains UNK FM 12 AK/21_AK/18 0 AK/21 AK/18 131.31 131.31 100 Mains UNK FM 12 AK/22_AK/21 6 AK/22 AK/21 103.23 103.23 100 Mains VCP FM 12 AK/23_AK/22 6 AK/23 AK/22 226.02 226.02 100 Mains VCP FM 12 AK/24_AK/26 6 AK/24 AK/26 149.33 149.33 100 Mains VCP FM 12 AK/25_AK/26 6 AK/25 AK/26 235.26 235.26 100 Mains VCP FM 12 AK/26_AK/27 6 AK/26 AK/27 222.92 222.92 100 Mains VCP FM 12 AK/27_AK/28 6 AK/27 AK/28 162.52 162.52 100 Mains VCP FM 12 AK/28_AK/31 6 AK/28 AK/31 142.54 142.54 100 Mains VCP FM 12 AK/29_AK/30 0 AK/29 AK/30 60.74 60.74 100 Mains UNK FM 12 AK/29A_AK/29 6 AK/29A AK/29 134.39 134.39 100 Mains VCP FM 12 AK/30_AK/28 0 AK/30 AK/28 150.77 150.77 100 Mains UNK FM 12 AK/31_AK/21 6 AK/31 AK/21 224.08 224.08 100 Mains VCP FM 12 AK/32_AK/31 6 AK/32 AK/31 153.8 153.8 100 Mains VCP FM 12 AK/33_AK/32 6 AK/33 AK/32 213.89 213.89 100 Mains VCP FM 12 AK/34_AK/22 0 AK/34 AK/22 104.2 104.2 100 Mains UNK FM 12 AK/35_AK/23 0 AK/35 AK/23 83.93 83.93 100 Mains UNK FM 12 AK/36_AK/2A 0 AK/36 AK/2A 70.54 70.54 100 Mains UNK FM 12 AK/37_AK/36 0 AK/37 AK/36 24.43 24.43 100 Mains UNK FM 13 AK3/01_AC/41 12 AK3/01 AC/41 204.98 204.98 100 Mains VCP FM 13 AK3/02_AK3/01 10 AK3/02 AK3/01 37.87 37.87 100 Mains VCP FM 13 AK3/03_AK3/02 10 AK3/03 AK3/02 311.32 311.32 100 Mains VCP FM 13 AK3/04_AK3/03 10 AK3/04 AK3/03 139.71 139.71 100 Mains VCP FM 13 AK3/06_AK3/04 10 AK3/06 AK3/04 330.29 330.29 100 Mains VCP FM 13 AK3/07_AK3/06 10 AK3/07 AK3/06 335.31 335.31 100 Mains VCP FM 13 AK3/08_AK3/07 10 AK3/08 AK3/07 331.05 331.05 100 Mains VCP FM 13 AK3/09_AK3/08 10 AK3/09 AK3/08 347.71 347.71 100 Mains VCP FM 13 AK3/10_AK3/09 6 AK3/10 AK3/09 52.55 52.55 100 Mains VCP FM 13 AK3/11_AK3/09 8 AK3/11 AK3/09 299.5 299.5 100 Mains PVC FM 13 AK3/12_AK3/11 8 AK3/12 AK3/11 223.7 223.7 100 Mains PVC FM 13 AK3/13_AK3/12 8 AK3/13 AK3/12 212.34 212.34 100 Mains PVC FM 13 AK3/14_AK3/34 0 AK3/14 AK3/34 17.63 17.63 100 Mains UNK FM 13 AK3/15_AK3/16 6 AK3/15 AK3/16 294.54 294.54 100 Mains VCP FM 13 AK3/15A_AK3/15 6 AK3/15A AK3/15 57.78 57.78 100 Mains VCP FM 13 AK3/16_AK3/36 6 AK3/16 AK3/36 228.79 228.79 100 Mains VCP FM 13 AK3/17_AK3/16 6 AK3/17 AK3/16 108.03 108.03 100 Mains VCP FM 13 AK3/18_AK3/19 6 AK3/18 AK3/19 106.96 106.96 100 Mains VCP FM 13 AK3/19_AK3/20 6 AK3/19 AK3/20 9.84 9.84 100 Mains VCP FM 13 AK3/20_AK3/21 15 AK3/20 AK3/21 137.43 137.43 100 Mains VCP FM 13 AK3/21_AK3/22 15 AK3/21 AK3/22 319.04 319.04 100 Mains VCP FM 13 AK3/22_AK3/23 15 AK3/22 AK3/23 281.23 281.23 100 Mains VCP FM 13 AK3/23_AP/09 15 AK3/23 AP/09 353.08 353.08 100 Mains VCP FM 13 AK3/32_AK3/34 4 AK3/32 AK3/34 60.31 60.31 100 Mains PE FM 13 AK3/34_AK3/15 0 AK3/34 AK3/15 158.77 158.77 100 Mains UNK FM 13 AK3/35_AK3/36 0 AK3/35 AK3/36 60.27 60.27 100 Mains UNK FM 13 AK3/36_AK3/19 6 AK3/36 AK3/19 136.82 136.82 100 Mains VCP FM 4 AN/59_AN/60 6 AN/59 AN/60 234.04 234.04 100 Mains VCP FM 4 AN/60_AS/12 6 AN/60 AS/12 335.18 335.18 100 Mains VCP FM 4 AN/61_AN/60 6 AN/61 AN/60 28.58 28.58 100 Mains VCP FM 4 AN/62_AN/61 6 AN/62 AN/61 182.82 182.82 100 Mains VCP FM 4 AN/63_AN/62 6 AN/63 AN/62 383.5 383.5 100 Mains VCP FM 4 AN/64_AN/63 6 AN/64 AN/63 291.52 291.52 100 Mains VCP FM 10 AP2/45_AP2/46 10 AP2/45 AP2/46 6.74 6.74 100 Mains UNK FM 10 AP2/47_AP2/45 6 AP2/47 AP2/45 169.62 169.62 100 Mains VCP FM 10 AP2/48_AP2/47 6 AP2/48 AP2/47 147.82 147.82 100 Mains VCP FM 10 AP2/49_AP2/48 6 AP2/49 AP2/48 168.48 168.48 100 Mains VCP FM 10 AP2/50_AP2/49 6 AP2/50 AP2/49 260.47 260.47 100 Mains VCP FM 10 AP2/51_AP2/49 6 AP2/51 AP2/49 79.75 79.75 100 Mains VCP FM 10 AP2/52_AP2/51 6 AP2/52 AP2/51 131.84 131.84 100 Mains VCP
9.k
April 13, 2026
Packet Pg. 826
FM 10 AP2/53_AP2/52 6 AP2/53 AP2/52 118.38 118.38 100 Mains VCP FM 10 AP2/55_AP2/48 6 AP2/55 AP2/48 35.8 35.8 100 Mains PVC FM 10 AP2/56_AP2/55 6 AP2/56 AP2/55 203.62 203.62 100 Mains PVC FM 10 AP2/57_AP2/56 6 AP2/57 AP2/56 265.24 265.24 100 Mains PVC FM 10 AP2/58_AP2/47 6 AP2/58 AP2/47 297.88 297.88 100 Mains VCP FM 10 AP2/59_AP2/58 6 AP2/59 AP2/58 338.97 338.97 100 Mains VCP FM 13 AQ/01_AP/06A 15 AQ/01 AP/06A 298.13 298.13 100 Mains PVC FM 10 AQ/06B_BA/01 12 AQ/06B BA/01 126.17 126.17 100 Mains VCP FM 10 AQ/06C_AQ/06B 12 AQ/06C AQ/06B 325.13 325.13 100 Mains VCP FM 4 AR/38_AR/39 0 AR/38 AR/39 62.47 62.47 100 Mains UNK FM 4 AR/39_AX/38 0 AR/39 AX/38 163.51 163.51 100 Mains UNK FM 4 AS/01_AF/30 10 AS/01 AF/30 193.1 193.1 100 Mains PE FM 4 AS/02_AS/01 6 AS/02 AS/01 41.13 41.13 100 Mains PE FM 4 AS/03_AS/02 6 AS/03 AS/02 122.29 122.29 100 Mains PE FM 4 AS/04_AS/03 6 AS/04 AS/03 71.24 71.24 100 Mains VCP FM 4 AS/05_AS/38 8 AS/05 AS/38 123.5 123.5 100 Mains HDPE FM 4 AS/06_AS/05 6 AS/06 AS/05 203.07 203.07 100 Mains VCP FM 4 AS/07_AS/06 6 AS/07 AS/06 260.39 260.39 100 Mains PE FM 4 AS/08_AS/07 8 AS/08 AS/07 151.7 151.7 100 Mains HDPE FM 4 AS/08A_AS/08B 0 AS/08A AS/08B 76.07 76.07 100 Mains UNK FM 4 AS/08B_AS/08C 0 AS/08B AS/08C 62.54 62.54 100 Mains UNK FM 4 AS/08C_AS/08 0 AS/08C AS/08 14.95 14.95 100 Mains UNK FM 4 AS/09_AS/08 8 AS/09 AS/08 89.78 89.78 100 Mains PVC FM 4 AS/10_AS/09 6 AS/10 AS/09 120.26 120.26 100 Mains PE FM 4 AS/11_AS/10 6 AS/11 AS/10 67.88 67.88 100 Mains PE FM 4 AS/12_AS/11 8 AS/12 AS/11 164.86 164.86 100 Mains PVC FM 4 AS/14_AS/15 6 AS/14 AS/15 163.4 163.4 100 Mains VCP FM 4 AS/15_AS/16 6 AS/15 AS/16 60.03 60.03 100 Mains VCP-CIP FM 4 AS/16_AS/09 6 AS/16 AS/09 220.22 220.22 100 Mains PVC FM 4 AS/17_AS/16 6 AS/17 AS/16 268.67 268.67 100 Mains PVC FM 4 AS/18_AS/17 6 AS/18 AS/17 121.16 121.16 100 Mains VCP-CIP FM 4 AS/19_AS/18 6 AS/19 AS/18 162.08 162.08 100 Mains VCP FM 4 AS/20_AS/21 6 AS/20 AS/21 159.77 159.77 100 Mains PE FM 4 AS/21_AS/22 0 AS/21 AS/22 68.87 68.87 100 Mains UNK FM 4 AS/22_AS/17 6 AS/22 AS/17 59.26 59.26 100 Mains PE FM 4 AS/23_AF/27 15 AS/23 AF/27 429.09 429.09 100 Mains VCP FM 4 AS/24_AS/03 6 AS/24 AS/03 109.88 109.88 100 Mains PE FM 4 AS/25_AS/24 6 AS/25 AS/24 100.46 100.46 100 Mains PE FM 4 AS/38_AS/04 6 AS/38 AS/04 109.82 109.82 100 Mains VCP FM 4 AT/02_AT/18 6 AT/02 AT/18 107.74 107.74 100 Mains VCP FM 4 AT/03_AT/02 5 AT/03 AT/02 138.9 138.9 100 Mains PE FM 4 AT/03A_AT/03 6 AT/03A AT/03 77.3 77.3 100 Mains VCP FM 4 AT/04_AT/03A 8 AT/04 AT/03A 138.17 138.17 100 Mains HDPE FM 4 AT/05_AT/04 6 AT/05 AT/04 119.74 119.74 100 Mains VCP-CIP FM 4 AT/06_AT/05 6 AT/06 AT/05 265.54 265.54 100 Mains PE FM 4 AT/07_AT/08 6 AT/07 AT/08 119.26 119.26 100 Mains PE FM 4 AT/08_AT/09 8 AT/08 AT/09 94.67 94.67 100 Mains PVC FM 4 AT/09_AT/26 8 AT/09 AT/26 112.68 112.68 100 Mains PVC FM 4 AT/10_AT/11 6 AT/10 AT/11 42.41 42.41 100 Mains VCP FM 4 AT/11_AT/13 6 AT/11 AT/13 111.21 111.21 100 Mains VCP FM 4 AT/12_AT/11 6 AT/12 AT/11 26.32 26.32 100 Mains VCP FM 4 AT/13_AT/14 6 AT/13 AT/14 75.63 75.63 100 Mains VCP FM 4 AT/14_AT/15 6 AT/14 AT/15 138.64 138.64 100 Mains VCP FM 4 AT/15_AT/02 6 AT/15 AT/02 70.37 70.37 100 Mains VCP FM 4 AT/16_AT/15 5 AT/16 AT/15 131.07 131.07 100 Mains PE FM 4 AT/18_AS/01 10 AT/18 AS/01 343.18 343.18 100 Mains PVC FM 4 AT/19_AS/23 15 AT/19 AS/23 240.78 240.78 100 Mains VCP FM 4 AT/26_AT/04 8 AT/26 AT/04 76.72 76.72 100 Mains PVC FM 4 AU/01_AF/41 6 AU/01 AF/41 158.38 158.38 100 Mains VCP FM 4 AU/02_AU/01 6 AU/02 AU/01 98.75 98.75 100 Mains VCP
9.k
April 13, 2026
Packet Pg. 827
FM 4 AU/03_AU/02 6 AU/03 AU/02 294.63 294.63 100 Mains VCP-CIP FM 4 AU/04_AU/03 6 AU/04 AU/03 237.96 237.96 100 Mains PE FM 4 AU/05_AU/04 6 AU/05 AU/04 111.22 111.22 100 Mains VCP FM 4 AU/06_AU/05 6 AU/06 AU/05 193.29 193.29 100 Mains PE FM 4 AU/07_AU/08 0 AU/07 AU/08 175.91 175.91 100 Mains UNK FM 4 AU/08_AU/86 6 AU/08 AU/86 126.51 126.51 100 Mains UNK FM 4 AU/10_AU/86 8 AU/10 AU/86 116 116 100 Mains HDPE
FM 4 AU/11_AU/10 6 AU/11 AU/10 307.93 307.93 100 Mains PE FM 4 AU/12_AU/11 6 AU/12 AU/11 264.73 264.73 100 Mains PE FM 4 AU/13_AU/12 6 AU/13 AU/12 148.29 148.29 100 Mains VCP FM 4 AU/14_AU/15 8 AU/14 AU/15 256.86 256.86 100 Mains HDPE FM 4 AU/15_AU/12 6 AU/15 AU/12 151.09 151.09 100 Mains VCP-CIP FM 4 AU/15A_AU/15 8 AU/15A AU/15 79.03 79.03 100 Mains HDPE FM 4 AU/16_AU/15A 6 AU/16 AU/15A 101.2 101.2 100 Mains VCP FM 4 AU/17_AU/17A 6 AU/17 AU/17A 122.32 122.32 100 Mains VCP-CIP FM 4 AU/17A_AU/16 6 AU/17A AU/16 98.61 98.61 100 Mains VCP FM 4 AU/18_AU/17 6 AU/18 AU/17 147.86 147.86 100 Mains PVC FM 4 AU/19_AU/20 8 AU/19 AU/20 109 109 100 Mains HDPE
FM 4 AU/20_AU/21 8 AU/20 AU/21 261.86 261.86 100 Mains HDPE FM 4 AU/21_AU/23 8 AU/21 AU/23 26.71 26.71 100 Mains PVC FM 4 AU/22_AU/21 6 AU/22 AU/21 191.99 191.99 100 Mains PE FM 4 AU/23_AU/23A 8 AU/23 AU/23A 252.06 252.06 100 Mains PVC FM 4 AU/23A_AU/24 8 AU/23A AU/24 224.49 224.49 100 Mains HDPE FM 4 AU/24_AU/25 6 AU/24 AU/25 271.6 271.6 100 Mains VCP FM 4 AU/25_AU/27 8 AU/25 AU/27 203.83 203.83 100 Mains HDPE FM 4 AU/25A_AU/25 6 AU/25A AU/25 183.19 183.19 100 Mains VCP FM 4 AU/26_AU/25A 6 AU/26 AU/25A 256.09 256.09 100 Mains VCP FM 4 AU/27_AU/02 6 AU/27 AU/02 203.09 203.09 100 Mains VCP FM 4 AU/28_AU/27 8 AU/28 AU/27 292.53 292.53 100 Mains HDPE FM 4 AU/29_AU/28 8 AU/29 AU/28 253.28 253.28 100 Mains HDPE FM 4 AU/30_AU/29 6 AU/30 AU/29 146.78 146.78 100 Mains VCP FM 4 AU/31_AU/30 6 AU/31 AU/30 219.92 219.92 100 Mains PE FM 4 AU/32_AU/31 8 AU/32 AU/31 313.65 313.65 100 Mains HDPE FM 4 AU/33_AU/62 8 AU/33 AU/62 159.14 159.14 100 Mains PVC FM 4 AU/34_AU/33 8 AU/34 AU/33 289.5 289.5 100 Mains HDPE FM 4 AU/35_AU/57 8 AU/35 AU/57 138.1 138.1 100 Mains PVC FM 4 AU/36_AU/35 8 AU/36 AU/35 194.28 194.28 100 Mains HDPE FM 4 AU/57_AU/34 8 AU/57 AU/34 91 91 100 Mains PVC
FM 4 AU/62_AU/29 8 AU/62 AU/29 165.81 165.81 100 Mains HDPE FM 4 AU/86_AU/87 8 AU/86 AU/87 100 100 100 Mains PVC
FM 4 AU/87_AU/88 8 AU/87 AU/88 89.26 89.26 100 Mains PVC FM 4 AU/88_AU/06 8 AU/88 AU/06 26 26 100 Mains PVC
FM 4 AV/50_AX/48 6 AV/50 AX/48 199.18 199.18 100 Mains VCP FM 4 AX/01_AF2/04 6 AX/01 AF2/04 132.39 132.39 100 Mains VCP FM 4 AX/02_AX/98 6 AX/02 AX/98 178.48 178.48 100 Mains PVC FM 4 AX/03_AX/06 8 AX/03 AX/06 157.69 157.69 100 Mains PVC FM 4 AX/04_AX/05 6 AX/04 AX/05 97.01 97.01 100 Mains VCP FM 4 AX/05_AX/06 6 AX/05 AX/06 121.4 121.4 100 Mains VCP FM 4 AX/06_AX/07 8 AX/06 AX/07 153.08 153.08 100 Mains PVC FM 4 AX/07_AX/08 8 AX/07 AX/08 225.3 225.3 100 Mains PVC FM 4 AX/08_AX/09 6 AX/08 AX/09 74.68 74.68 100 Mains VCP FM 4 AX/09_AX/01 6 AX/09 AX/01 172.84 172.84 100 Mains VCP FM 4 AX/10_AX/74 6 AX/10 AX/74 205.11 205.11 100 Mains VCP-CIP FM 4 AX/11_AX/10 6 AX/11 AX/10 78.1 78.1 100 Mains VCP
FM 4 AX/12_AX/11 6 AX/12 AX/11 209.56 209.56 100 Mains VCP FM 4 AX/13_AX/12 6 AX/13 AX/12 322.51 322.51 100 Mains VCP FM 4 AX/14_AX/13 8 AX/14 AX/13 113.1 113.1 100 Mains PVC FM 4 AX/15_AX/14 6 AX/15 AX/14 115.93 115.93 100 Mains VCP FM 4 AX/16_AX/17 6 AX/16 AX/17 90.74 90.74 100 Mains VCP FM 4 AX/17_AX/14 6 AX/17 AX/14 177.3 177.3 100 Mains VCP
9.k
April 13, 2026
Packet Pg. 828
FM 4 AX/18_AX/17 6 AX/18 AX/17 90.51 90.51 100 Mains VCP FM 4 AX/19_AX/18 6 AX/19 AX/18 183.1 183.1 100 Mains VCP FM 4 AX/20_AX/19 6 AX/20 AX/19 187.83 187.83 100 Mains VCP FM 4 AX/21_AX/20 6 AX/21 AX/20 149.36 149.36 100 Mains PVC FM 4 AX/22_AX/11 0 AX/22 AX/11 150.39 150.39 100 Mains UNK FM 4 AX/22_AX/72 6 AX/22 AX/72 112.41 112.41 100 Mains PVC FM 4 AX/23_AX/22 6 AX/23 AX/22 96.33 96.33 100 Mains PE FM 4 AX/24_AX/23 0 AX/24 AX/23 156.41 156.41 100 Mains UNK FM 4 AX/24A_AX/24 0 AX/24A AX/24 97.27 97.27 100 Mains UNK FM 4 AX/25_AX/24A 0 AX/25 AX/24A 123.9 123.9 100 Mains UNK FM 4 AX/26_AX/25 6 AX/26 AX/25 231.36 231.36 100 Mains CIP FM 4 AX/27_AX/26 0 AX/27 AX/26 52.02 52.02 100 Mains UNK FM 4 AX/27A_AX/27 0 AX/27A AX/27 110.24 110.24 100 Mains UNK FM 4 AX/28_AX/27A 0 AX/28 AX/27A 37.09 37.09 100 Mains UNK FM 4 AX/29_AX/27A 0 AX/29 AX/27A 151.34 151.34 100 Mains UNK FM 4 AX/30_AX/29 0 AX/30 AX/29 88.66 88.66 100 Mains UNK FM 4 AX/31_AX/30 0 AX/31 AX/30 90.26 90.26 100 Mains UNK FM 4 AX/34_AX/28 6 AX/34 AX/28 108.29 108.29 100 Mains VCP FM 4 AX/35_AX/34 6 AX/35 AX/34 289.66 289.66 100 Mains VCP FM 4 AX/36_AX/35 6 AX/36 AX/35 76.27 76.27 100 Mains VCP FM 4 AX/37_AX/77 0 AX/37 AX/77 54.47 54.47 100 Mains UNK FM 4 AX/38_AX/37 6 AX/38 AX/37 143.56 143.56 100 Mains PVC FM 4 AX/39_AX/38 6 AX/39 AX/38 208.04 208.04 100 Mains PVC FM 4 AX/40_AX/39 6 AX/40 AX/39 115.14 115.14 100 Mains PVC FM 4 AX/41_AX/42 6 AX/41 AX/42 156.77 156.77 100 Mains VCP FM 4 AX/42_AX/49 6 AX/42 AX/49 228.66 228.66 100 Mains VCP FM 4 AX/43_AX/42 6 AX/43 AX/42 287.27 287.27 100 Mains PE FM 4 AX/44_AX/43 8 AX/44 AX/43 119.34 119.34 100 Mains PVC FM 4 AX/47_AX/48 6 AX/47 AX/48 112.54 112.54 100 Mains VCP FM 4 AX/48_AX/44 6 AX/48 AX/44 138.65 138.65 100 Mains PE FM 4 AX/49_AX/51 6 AX/49 AX/51 240.23 240.23 100 Mains VCP FM 4 AX/50_AX/49 6 AX/50 AX/49 154.52 154.52 100 Mains VCP FM 4 AX/51_AX/52 6 AX/51 AX/52 284.98 284.98 100 Mains VCP FM 4 AX/52_AX/53 6 AX/52 AX/53 203.15 203.15 100 Mains VCP FM 4 AX/53_AX/54 6 AX/53 AX/54 187.83 187.83 100 Mains VCP FM 4 AX/54_AX/28 6 AX/54 AX/28 177.97 177.97 100 Mains VCP FM 4 AX/55A_AX/26 6 AX/55A AX/26 77.04 77.04 100 Mains PE FM 4 AX/57_AX/55A 6 AX/57 AX/55A 147.1 147.1 100 Mains VCP FM 4 AX/57A_AX/57 0 AX/57A AX/57 98.02 98.02 100 Mains UNK FM 4 AX/60_AX/60A 8 AX/60 AX/60A 343.49 343.49 100 Mains PVC FM 4 AX/60A_AX/61 8 AX/60A AX/61 247.34 247.34 100 Mains PVC FM 4 AX/61_AX/72 6 AX/61 AX/72 345.06 345.06 100 Mains VCP FM 4 AX/62_AX/63 6 AX/62 AX/63 292 292 100 Mains VCP
FM 4 AX/63_AX/65 6 AX/63 AX/65 62.8 62.8 100 Mains VCP
FM 4 AX/65_AX/68 6 AX/65 AX/68 66.33 66.33 100 Mains VCP FM 4 AX/67_AX/70 0 AX/67 AX/70 122.04 122.04 100 Mains UNK FM 4 AX/68_AX/67 0 AX/68 AX/67 50.63 50.63 100 Mains UNK FM 4 AX/69_AX/70 6 AX/69 AX/70 50.78 50.78 100 Mains VCP FM 4 AX/70_AX/71 6 AX/70 AX/71 224.87 224.87 100 Mains VCP FM 4 AX/71_AX/72 6 AX/71 AX/72 256.97 256.97 100 Mains VCP FM 4 AX/72_AX/10 6 AX/72 AX/10 110.74 110.74 100 Mains VCP FM 4 AX/73_AX/68 6 AX/73 AX/68 298.12 298.12 100 Mains VCP FM 4 AX/74_AX/09 0 AX/74 AX/09 71.15 71.15 100 Mains UNK FM 4 AX/75_AX/05 0 AX/75 AX/05 27.42 27.42 100 Mains UNK FM 4 AX/76_AX/24A 0 AX/76 AX/24A 72.94 72.94 100 Mains UNK FM 4 AX/77_AX/35 6 AX/77 AX/35 156.29 156.29 100 Mains VCP FM 4 AX/78_AX/80 0 AX/78 AX/80 50.45 50.45 100 Mains UNK FM 4 AX/80_AX/77 0 AX/80 AX/77 38.19 38.19 100 Mains UNK FM 4 AX/83_AX/31 0 AX/83 AX/31 49.39 49.39 100 Mains UNK FM 4 AX/85_AX/86 0 AX/85 AX/86 45.62 45.62 100 Mains UNK
9.k
April 13, 2026
Packet Pg. 829
FM 4 AX/86_AX/57A 0 AX/86 AX/57A 183.67 183.67 100 Mains UNK FM 4 AX/87_AX/43 0 AX/87 AX/43 124.98 124.98 100 Mains UNK FM 4 AX/88_AX/42 0 AX/88 AX/42 96.82 96.82 100 Mains UNK FM 4 AX/89_AX/88 0 AX/89 AX/88 133.41 133.41 100 Mains UNK FM 4 AX/98_AX/01 6 AX/98 AX/01 318.21 318.21 100 Mains PVC FM 4 AY/01_AF/27 8 AY/01 AF/27 9.87 9.87 100 Mains UNK
FM 4 AY/01A_AY/01 8 AY/01A AY/01 152.62 152.62 100 Mains VCP FM 4 AY/02_AU/10 6 AY/02 AU/10 197.13 197.13 100 Mains VCP FM 4 AY/02_AY/01A_1 10 AY/02 AY/01A 128.69 128.69 100 Mains VCP FM 4 AY/02_AY/01A_2 10 AY/02 AY/01A 130.59 130.59 100 Mains VCP FM 4 AY/03_AY/02 8 AY/03 AY/02 247.02 247.02 100 Mains PVC FM 4 AY/04_AY/03 6 AY/04 AY/03 153.7 153.7 100 Mains VCP FM 4 AY/05_AY/04 8 AY/05 AY/04 301.93 301.93 100 Mains HDPE FM 4 AY/06_AY/05 6 AY/06 AY/05 300.12 300.12 100 Mains VCP FM 4 AY/07_AY/06 8 AY/07 AY/06 251.34 251.34 100 Mains PVC FM 4 AY/08_AY/02 8 AY/08 AY/02 200.51 200.51 100 Mains PE FM 4 AY/09_AY/08 8 AY/09 AY/08 41.78 41.78 100 Mains PE FM 4 AY/10_AY/09 8 AY/10 AY/09 310.84 310.84 100 Mains PE FM 4 AY/11_AY/10 8 AY/11 AY/10 355.14 355.14 100 Mains PE FM 4 AY/12_AY/13 6 AY/12 AY/13 188.57 188.57 100 Mains PE FM 4 AY/13_AY/14 6 AY/13 AY/14 130.92 130.92 100 Mains PE FM 4 AY/14_AY/09 6 AY/14 AY/09 329.89 329.89 100 Mains PE FM 4 AY/15_AY/13 6 AY/15 AY/13 302.18 302.18 100 Mains VCP FM 4 AY/16_AY/15 6 AY/16 AY/15 300.35 300.35 100 Mains VCP FM 4 AY/17_AY/16 6 AY/17 AY/16 300.79 300.79 100 Mains VCP FM 4 AY/18_AY/17 6 AY/18 AY/17 202.43 202.43 100 Mains VCP FM 4 AY/19_AY/18 6 AY/19 AY/18 203.23 203.23 100 Mains VCP-CIP FM 4 AY/20_AY/19 6 AY/20 AY/19 109 109 100 Mains VCP-CIP FM 4 AY/22_AY/63 6 AY/22 AY/63 161.98 161.98 100 Mains UNK FM 4 AY/23_AY/22 6 AY/23 AY/22 82.44 82.44 100 Mains VCP FM 4 AY/24_AY/23 6 AY/24 AY/23 97.55 97.55 100 Mains PE FM 4 AY/25_AY/24 6 AY/25 AY/24 107.03 107.03 100 Mains PE FM 4 AY/26_AY/24 6 AY/26 AY/24 114.25 114.25 100 Mains PE FM 4 AY/27_AY/26 6 AY/27 AY/26 214.83 214.83 100 Mains PE FM 4 AY/28_AY/27 6 AY/28 AY/27 227.28 227.28 100 Mains PE FM 4 AY/29_AY/24 6 AY/29 AY/24 134.22 134.22 100 Mains PE FM 4 AY/30_AY/29 6 AY/30 AY/29 248.37 248.37 100 Mains PE FM 4 AY/31_AY/30 6 AY/31 AY/30 264.98 264.98 100 Mains PE FM 4 AY/32_AY/34 6 AY/32 AY/34 272.62 272.62 100 Mains VCP FM 4 AY/33_AY/34 6 AY/33 AY/34 92.37 92.37 100 Mains VCP FM 4 AY/34_AY/35 6 AY/34 AY/35 107.12 107.12 100 Mains VCP FM 4 AY/35_AY/100 8 AY/35 AY/100 198.01 198.01 100 Mains PVC FM 4 AY/37_AY/38 8 AY/37 AY/38 48.43 48.43 100 Mains PVC FM 4 AY/38_AY/39 6 AY/38 AY/39 268.67 268.67 100 Mains PVC FM 4 AY/39_AY/40 6 AY/39 AY/40 215.42 215.42 100 Mains PE FM 4 AY/40_AY/50 6 AY/40 AY/50 312.2 312.2 100 Mains VCP FM 4 AY/41_AY/40 6 AY/41 AY/40 94.52 94.52 100 Mains PE FM 4 AY/42_AY/43 0 AY/42 AY/43 80.35 80.35 100 Mains UNK FM 4 AY/43_AY/71 6 AY/43 AY/71 81.4 81.4 100 Mains VCP
FM 4 AY/44_AY/45 6 AY/44 AY/45 123.25 123.25 100 Mains PE FM 4 AY/45_AY/46 6 AY/45 AY/46 74.83 74.83 100 Mains PE FM 4 AY/46_AY/47 6 AY/46 AY/47 219.01 219.01 100 Mains PE FM 4 AY/47_AY/48 8 AY/47 AY/48 74.73 74.73 100 Mains PE FM 4 AY/48_AY/48A 8 AY/48 AY/48A 167.43 167.43 100 Mains PE FM 4 AY/48A_AY/56 8 AY/48A AY/56 133.09 133.09 100 Mains PE FM 4 AY/49A_AY/48 6 AY/49A AY/48 81.62 81.62 100 Mains HDPE FM 4 AY/50_AY/49A 6 AY/50 AY/49A 355.95 355.95 100 Mains PE FM 4 AY/51_AY/51A 0 AY/51 AY/51A 52.41 52.41 100 Mains UNK FM 4 AY/51A_AY/52 0 AY/51A AY/52 60.12 60.12 100 Mains UNK FM 4 AY/52_AY/53 6 AY/52 AY/53 139.09 139.09 100 Mains PVC
9.k
April 13, 2026
Packet Pg. 830
FM 4 AY/53_AY/54 6 AY/53 AY/54 146.01 146.01 100 Mains PE FM 4 AY/54_AY/55 6 AY/54 AY/55 73.92 73.92 100 Mains PE FM 4 AY/55_AY/56 6 AY/55 AY/56 140.51 140.51 100 Mains PE FM 4 AY/56_AY/57 8 AY/56 AY/57 208.24 208.24 100 Mains PE FM 4 AY/57_AY/60 6 AY/57 AY/60 252.66 252.66 100 Mains PE FM 4 AY/58_AY/118 8 AY/58 AY/118 129 129 100 Mains HDPE FM 4 AY/59_AY/58 6 AY/59 AY/58 178.53 178.53 100 Mains VCP FM 4 AY/60_AY/61 6 AY/60 AY/61 249.38 249.38 100 Mains PE FM 4 AY/61_AY/11 6 AY/61 AY/11 248.82 248.82 100 Mains PE FM 4 AY/62_AY/14 6 AY/62 AY/14 123.93 123.93 100 Mains PE FM 4 AY/63_AY/20 6 AY/63 AY/20 194.05 194.05 100 Mains UNK FM 4 AY/64_AY/12 0 AY/64 AY/12 44.7 44.7 100 Mains UNK
FM 4 AY/65_AY/67 0 AY/65 AY/67 64.82 64.82 100 Mains UNK FM 4 AY/66_AY/41 0 AY/66 AY/41 92.06 92.06 100 Mains UNK FM 4 AY/67_AY/66 6 AY/67 AY/66 102.1 102.1 100 Mains VCP FM 4 AY/71_AY/44 6 AY/71 AY/44 66.46 66.46 100 Mains VCP FM 4 AY/100_AY/37 8 AY/100 AY/37 194.83 194.83 100 Mains PVC FM 4 AY/118_AY/57 8 AY/118 AY/57 34.77 34.77 100 Mains PVC FM 10 BA/01_AQ/06A 12 BA/01 AQ/06A 198.08 198.08 100 Mains VCP FM 10 BA/02_AP/12 8 BA/02 AP/12 294.17 294.17 100 Mains VCP FM 10 BA/03_BA/01 6 BA/03 BA/01 179.81 179.81 100 Mains UNK FM 10 BA/04_BA/03 8 BA/04 BA/03 252.22 252.22 100 Mains PE FM 10 BA/05_BA/04 6 BA/05 BA/04 245.06 245.06 100 Mains CIP FM 10 BA/06_BA/05 6 BA/06 BA/05 279.17 279.17 100 Mains CIP FM 10 BA/07_BA/08 6 BA/07 BA/08 403.78 403.78 100 Mains CIP FM 10 BA/08_BA/09 6 BA/08 BA/09 120.99 120.99 100 Mains CIP FM 10 BA/09_BA/04 8 BA/09 BA/04 203.76 203.76 100 Mains CIP FM 10 BA/10_BA/02 8 BA/10 BA/02 252.43 252.43 100 Mains VCP FM 10 BA/11_BA/10 8 BA/11 BA/10 339.7 339.7 100 Mains VCP FM 10 BA/12_BA/09 6 BA/12 BA/09 328.69 328.69 100 Mains PE FM 10 BA/13_BA/12 6 BA/13 BA/12 480.84 480.84 100 Mains VCP FM 10 BA/14_BA/15 6 BA/14 BA/15 176.34 176.34 100 Mains PVC FM 10 BA/15_BA/16 6 BA/15 BA/16 254.08 254.08 100 Mains PVC FM 10 BA/16_BA/12 6 BA/16 BA/12 342.98 342.98 100 Mains VCP FM 10 BA/17_BA/16 6 BA/17 BA/16 317.75 317.75 100 Mains PE FM 10 BA/18_BA/17 6 BA/18 BA/17 310.01 310.01 100 Mains VCP FM 10 BA/19_BA/18 6 BA/19 BA/18 252.06 252.06 100 Mains VCP FM 10 BA/20_BA/21 6 BA/20 BA/21 404.8 404.8 100 Mains PE FM 10 BA/21_BA/23 6 BA/21 BA/23 194.27 194.27 100 Mains PE FM 10 BA/22_BA/25 10 BA/22 BA/25 243.52 243.52 100 Mains VCP FM 10 BA/23_BA/17 8 BA/23 BA/17 319.65 319.65 100 Mains PE FM 10 BA/23_BA/25 6 BA/23 BA/25 39.15 39.15 100 Mains VCP FM 10 BA/24_BA/23 0 BA/24 BA/23 38.38 38.38 100 Mains UNK FM 10 BA/25_AP2/45 12 BA/25 AP2/45 128.03 128.03 100 Mains VCP FM 10 BA/26_BA/25 6 BA/26 BA/25 167.99 167.99 100 Mains PE FM 10 BA/28_BA/26 6 BA/28 BA/26 334.44 334.44 100 Mains PE FM 10 BA/29_BA/28 6 BA/29 BA/28 193.12 193.12 100 Mains PE FM 10 BA/30_BA/29 6 BA/30 BA/29 297.72 297.72 100 Mains PE FM 10 BA/31_BA/22 8 BA/31 BA/22 150.45 150.45 100 Mains VCP FM 10 BA/32_BA/21 6 BA/32 BA/21 341.65 341.65 100 Mains VCP FM 10 BA/33_BA/31 8 BA/33 BA/31 244.95 244.95 100 Mains VCP FM 10 BA/34_BA/33 8 BA/34 BA/33 226.53 226.53 100 Mains VCP FM 10 BA/35_BA/32 6 BA/35 BA/32 407.57 407.57 100 Mains VCP FM 10 BA/36_BA/34 8 BA/36 BA/34 140.15 140.15 100 Mains VCP FM 10 BA/37_BA/35 6 BA/37 BA/35 211.42 211.42 100 Mains VCP FM 10 BA/37A_BA/36 8 BA/37A BA/36 217.01 217.01 100 Mains VCP FM 10 BA/38_BA/37A 8 BA/38 BA/37A 254.82 254.82 100 Mains VCP FM 10 BA/39_BA/37 6 BA/39 BA/37 272.86 272.86 100 Mains VCP FM 10 BA/40_BA/38 8 BA/40 BA/38 168.07 168.07 100 Mains VCP FM 10 BA/41_BA/39 6 BA/41 BA/39 245.15 245.15 100 Mains VCP
9.k
April 13, 2026
Packet Pg. 831
FM 10 BA/42_BA/82 10 BA/42 BA/82 237.04 237.04 100 Mains HDPE FM 10 BA/43_BA/41 6 BA/43 BA/41 371.54 371.54 100 Mains VCP FM 10 BA/44_BA/43 6 BA/44 BA/43 143.84 143.84 100 Mains VCP FM 10 BA/45_BA/42 10 BA/45 BA/42 117 117 100 Mains PVC
FM 10 BA/45A_BA/45 0 BA/45A BA/45 255.84 255.84 100 Mains UNK FM 10 BA/46_BA/45 10 BA/46 BA/45 18.96 18.96 100 Mains PVC FM 10 BA/47_BA/46 6 BA/47 BA/46 19.46 19.46 100 Mains VCP FM 10 BA/48_BA/47 6 BA/48 BA/47 124.86 124.86 100 Mains VCP FM 10 BA/49_BA/48 6 BA/49 BA/48 304.86 304.86 100 Mains VCP FM 10 BA/50_BA/43 6 BA/50 BA/43 267.41 267.41 100 Mains PVC FM 10 BA/51_BA/52 6 BA/51 BA/52 221.57 221.57 100 Mains PVC FM 10 BA/52_BA/54 6 BA/52 BA/54 301.29 301.29 100 Mains PVC FM 10 BA/53_BA/35 6 BA/53 BA/35 276.1 276.1 100 Mains PVC FM 10 BA/54_BA/53 0 BA/54 BA/53 52.77 52.77 100 Mains UNK FM 10 BA/56_BA/54 0 BA/56 BA/54 122.7 122.7 100 Mains UNK FM 10 BA/82_BA/40 10 BA/82 BA/40 227 227 100 Mains HDPE FM 4 BF/01_AY/11 6 BF/01 AY/11 246.89 246.89 100 Mains VCP-CIP FM 4 BF/02_BF/01 6 BF/02 BF/01 243.29 243.29 100 Mains VCP FM 4 BF/03_BF/02 6 BF/03 BF/02 226.9 226.9 100 Mains VCP FM 4 BF/04_BF/03 6 BF/04 BF/03 147.43 147.43 100 Mains VCP FM 4 BF/05_BF/04 6 BF/05 BF/04 231.24 231.24 100 Mains VCP FM 4 BF/06_BF/05 6 BF/06 BF/05 136.26 136.26 100 Mains VCP FM 4 BF/07_BF/06 6 BF/07 BF/06 150.14 150.14 100 Mains PE FM 4 BF/08_BF/07 6 BF/08 BF/07 301 301 100 Mains PE
FM 4 BF/09_BF/08 6 BF/09 BF/08 168.79 168.79 100 Mains VCP FM 4 BF/10_BF/139 8 BF/10 BF/139 37.24 37.24 100 Mains PVC FM 4 BF/11_BF/10 6 BF/11 BF/10 98.07 98.07 100 Mains VCP FM 4 BF/12_BF/11 6 BF/12 BF/11 121.82 121.82 100 Mains PVC FM 4 BF/13_BF/14 6 BF/13 BF/14 257.78 257.78 100 Mains PVC FM 4 BF/14_BF/12 0 BF/14 BF/12 121.61 121.61 100 Mains UNK FM 4 BF/16_BF/10 6 BF/16 BF/10 81.19 81.19 100 Mains VCP FM 4 BF/17_BF/16 6 BF/17 BF/16 199.03 199.03 100 Mains VCP FM 4 BF/18_BF/17 6 BF/18 BF/17 145.06 145.06 100 Mains VCP FM 4 BF/18A_BF/18 6 BF/18A BF/18 100.02 100.02 100 Mains VCP FM 4 BF/18B_BF/88 0 BF/18B BF/88 84.65 84.65 100 Mains UNK FM 4 BF/20_BF/102 8 BF/20 BF/102 98 98 100 Mains PVC
FM 4 BF/21_BF/22 6 BF/21 BF/22 291.91 291.91 100 Mains PE FM 4 BF/22_BF/23 6 BF/22 BF/23 264.76 264.76 100 Mains VCP FM 4 BF/23_BF/24 6 BF/23 BF/24 229.94 229.94 100 Mains VCP FM 4 BF/24_BF/25 6 BF/24 BF/25 141.32 141.32 100 Mains PE FM 4 BF/25_BF/26 6 BF/25 BF/26 212.21 212.21 100 Mains PE FM 4 BF/26_BF/27 6 BF/26 BF/27 110.18 110.18 100 Mains PE FM 4 BF/27_BF/03 6 BF/27 BF/03 130 130 100 Mains PE
FM 4 BF/28_BF/01 6 BF/28 BF/01 57.37 57.37 100 Mains VCP FM 4 BF/29_BF/28 6 BF/29 BF/28 90.23 90.23 100 Mains VCP FM 4 BF/30_BF/29 8 BF/30 BF/29 243.52 243.52 100 Mains PVC FM 4 BF/31_BF/30 6 BF/31 BF/30 159.8 159.8 100 Mains PE FM 4 BF/32_BF/33 6 BF/32 BF/33 146.31 146.31 100 Mains PE FM 4 BF/33_BF/34 6 BF/33 BF/34 155.42 155.42 100 Mains PE FM 4 BF/34_BF/36 6 BF/34 BF/36 38.84 38.84 100 Mains PVC FM 4 BF/36_BF/39 6 BF/36 BF/39 137.1 137.1 100 Mains VCP FM 4 BF/38_BF/90 6 BF/38 BF/90 144.8 144.8 100 Mains PE FM 4 BF/39_BF/29 6 BF/39 BF/29 370.79 370.79 100 Mains VCP FM 4 BF/40_BF/39 6 BF/40 BF/39 196.97 196.97 100 Mains VCP-CIP FM 4 BF/41_BF/42 6 BF/41 BF/42 206.04 206.04 100 Mains VCP FM 4 BF/42_BF/25 6 BF/42 BF/25 150.13 150.13 100 Mains VCP FM 4 BF/43_BF/42 6 BF/43 BF/42 130.25 130.25 100 Mains VCP FM 4 BF/44_BF/43 0 BF/44 BF/43 338.61 338.61 100 Mains UNK FM 4 BF/45_BF/44 6 BF/45 BF/44 90.81 90.81 100 Mains PE FM 4 BF/46_BF/47 6 BF/46 BF/47 163.59 163.59 100 Mains PE
9.k
April 13, 2026
Packet Pg. 832
FM 4 BF/47_BF/47A 6 BF/47 BF/47A 120.53 120.53 100 Mains VCP FM 4 BF/47A_BF/48 6 BF/47A BF/48 221.94 221.94 100 Mains VCP-CIP FM 4 BF/48_BF/91 6 BF/48 BF/91 134.35 134.35 100 Mains VCP FM 4 BF/49_BF/43 6 BF/49 BF/43 212.71 212.71 100 Mains VCP FM 4 BF/50_BF/49 6 BF/50 BF/49 153.81 153.81 100 Mains VCP FM 4 BF/51_BF/50 6 BF/51 BF/50 112.65 112.65 100 Mains VCP FM 4 BF/52_BF/53 6 BF/52 BF/53 90.79 90.79 100 Mains VCP FM 4 BF/52A_BF/52 0 BF/52A BF/52 74.75 74.75 100 Mains UNK FM 4 BF/53_BF/54 6 BF/53 BF/54 86.32 86.32 100 Mains VCP FM 4 BF/54_BF/50 6 BF/54 BF/50 266.47 266.47 100 Mains PE FM 4 BF/55_BF/54 6 BF/55 BF/54 188.32 188.32 100 Mains VCP FM 4 BF/56_BF/57 6 BF/56 BF/57 156.87 156.87 100 Mains PE FM 4 BF/57_BF/58 6 BF/57 BF/58 129.09 129.09 100 Mains PE FM 4 BF/58_BF/47 6 BF/58 BF/47 161.62 161.62 100 Mains VCP FM 4 BF/59_BF/58 6 BF/59 BF/58 39.7 39.7 100 Mains VCP
FM 4 BF/60_BF/59 6 BF/60 BF/59 214.43 214.43 100 Mains PE FM 4 BF/61_BF/62 6 BF/61 BF/62 186.77 186.77 100 Mains PE FM 4 BF/62_BF/59 0 BF/62 BF/59 179.41 179.41 100 Mains UNK FM 4 BF/63_BF/62 6 BF/63 BF/62 202.52 202.52 100 Mains VCP FM 4 BF/64_BF/63 6 BF/64 BF/63 239.9 239.9 100 Mains VCP FM 4 BF/65_BF/64 8 BF/65 BF/64 234.25 234.25 100 Mains HDPE FM 4 BF/66_BF/65 6 BF/66 BF/65 32.73 32.73 100 Mains PE FM 4 BF/67_BF/66 6 BF/67 BF/66 120.91 120.91 100 Mains VCP FM 4 BF/68_BF/67 6 BF/68 BF/67 171.01 171.01 100 Mains VCP FM 4 BF/69_BF/68 8 BF/69 BF/68 188.1 188.1 100 Mains HDPE FM 4 BF/70_BF/69 8 BF/70 BF/69 153.82 153.82 100 Mains HDPE FM 4 BF/71_BF/72 6 BF/71 BF/72 81.43 81.43 100 Mains PE FM 4 BF/72_BF/73 6 BF/72 BF/73 161.92 161.92 100 Mains PE FM 4 BF/73_BF/136 8 BF/73 BF/136 260.44 260.44 100 Mains HDPE FM 4 BF/74_BF/66 6 BF/74 BF/66 198.09 198.09 100 Mains PE FM 4 BF/75_BF/74 6 BF/75 BF/74 28.48 28.48 100 Mains VCP FM 4 BF/76_BF/75 6 BF/76 BF/75 114.63 114.63 100 Mains VCP FM 4 BF/77_BF/75 6 BF/77 BF/75 98.05 98.05 100 Mains VCP FM 4 BF/78_BF/77 6 BF/78 BF/77 294.76 294.76 100 Mains VCP FM 4 BF/79_BF/78 6 BF/79 BF/78 169.11 169.11 100 Mains VCP FM 4 BF/83_BF/10 6 BF/83 BF/10 183.8 183.8 100 Mains VCP FM 4 BF/84_BF/09 8 BF/84 BF/09 300.44 300.44 100 Mains PVC FM 4 BF/88_BF/89 0 BF/88 BF/89 58.77 58.77 100 Mains UNK FM 4 BF/89_BF/18A 0 BF/89 BF/18A 90.62 90.62 100 Mains UNK FM 4 BF/90_BF/36 6 BF/90 BF/36 71.41 71.41 100 Mains PE FM 4 BF/91_BF/49 6 BF/91 BF/49 146 146 100 Mains VCP
FM 4 BF/102_BF/159 8 BF/102 BF/159 117 117 100 Mains PVC FM 4 BF/136_BF/74 8 BF/136 BF/74 33.46 33.46 100 Mains PVC FM 4 BF/139_BF/84 8 BF/139 BF/84 110.13 110.13 100 Mains PVC FM 4 BF/159_BF/160 8 BF/159 BF/160 67 67 100 Mains PVC
FM 4 BF/160_BF/139 8 BF/160 BF/139 35 35 100 Mains PVC
FM 10 BI/05_BI/52 8 BI/05 BI/52 72.06 72.06 100 Mains PVC FM 10 BI/06_BI/05 8 BI/06 BI/05 233.18 233.18 100 Mains PVC FM 10 BI/07_BI/06 8 BI/07 BI/06 95.48 95.48 100 Mains PVC FM 10 BI/08_BI/53 6 BI/08 BI/53 124.33 124.33 100 Mains VCP FM 10 BI/09_BI/08 6 BI/09 BI/08 301.92 301.92 100 Mains VCP FM 10 BI/10_BI/54 6 BI/10 BI/54 205.63 205.63 100 Mains VCP FM 10 BI/11_BI/10 6 BI/11 BI/10 223.09 223.09 100 Mains VCP FM 10 BI/12_BI/11 6 BI/12 BI/11 160.29 160.29 100 Mains VCP FM 10 BI/14_BI/33 6 BI/14 BI/33 81.73 81.73 100 Mains VCP FM 10 BI/15_BI/12 0 BI/15 BI/12 124.33 124.33 100 Mains UNK FM 10 BI/16_BI/15 6 BI/16 BI/15 114.71 114.71 100 Mains VCP FM 10 BI/17_BI/16 6 BI/17 BI/16 192.24 192.24 100 Mains VCP FM 10 BI/17A_BI/17 8 BI/17A BI/17 78.73 78.73 100 Mains VCP FM 10 BI/17B_BI/17A 6 BI/17B BI/17A 117.91 117.91 100 Mains PVC
9.k
April 13, 2026
Packet Pg. 833
FM 10 BI/18_BI/17A 8 BI/18 BI/17A 90.91 90.91 100 Mains VCP FM 10 BI/19_BI/18 8 BI/19 BI/18 162.88 162.88 100 Mains VCP FM 10 BI/20_BI/19 8 BI/20 BI/19 206.33 206.33 100 Mains VCP FM 10 BI/21_BI/20 6 BI/21 BI/20 70.17 70.17 100 Mains VCP FM 10 BI/22_BI/21 6 BI/22 BI/21 63.76 63.76 100 Mains VCP FM 10 BI/23_BI/24 6 BI/23 BI/24 108.05 108.05 100 Mains VCP FM 10 BI/24_BI/25 6 BI/24 BI/25 20.59 20.59 100 Mains VCP FM 10 BI/25_BI/26 6 BI/25 BI/26 134.27 134.27 100 Mains VCP FM 10 BI/26_BI/27 6 BI/26 BI/27 235.79 235.79 100 Mains VCP FM 10 BI/27_BI/19 6 BI/27 BI/19 139.78 139.78 100 Mains VCP FM 10 BI/28_BI/26 6 BI/28 BI/26 75.08 75.08 100 Mains VCP FM 10 BI/29_BI/28 6 BI/29 BI/28 156.69 156.69 100 Mains VCP FM 10 BI/30_BI/29 6 BI/30 BI/29 191.8 191.8 100 Mains VCP FM 10 BI/31_BI/30 6 BI/31 BI/30 78.27 78.27 100 Mains VCP FM 10 BI/32_BI/31 6 BI/32 BI/31 100.12 100.12 100 Mains VCP FM 10 BI/33_BI/12 0 BI/33 BI/12 263.89 263.89 100 Mains UNK FM 10 BI/34_BI/14 6 BI/34 BI/14 61.74 61.74 100 Mains VCP FM 10 BI/52_BI/53 8 BI/52 BI/53 159.63 159.63 100 Mains PVC FM 10 BI/53_BI/54 8 BI/53 BI/54 259.87 259.87 100 Mains PVC FM 10 BI/54_BI/55 8 BI/54 BI/55 127.58 127.58 100 Mains PVC FM 10 BI/55_BS/76 8 BI/55 BS/76 243.6 243.6 100 Mains PVC FM 10 BO/01_BO/60 6 BO/01 BO/60 91.84 91.84 100 Mains VCP FM 10 BO/02_BO/01 6 BO/02 BO/01 308.26 308.26 100 Mains PVC FM 10 BO/03_BO/02 6 BO/03 BO/02 55.71 55.71 100 Mains VCP FM 10 BO/04_BO/03 6 BO/04 BO/03 73.59 73.59 100 Mains VCP FM 10 BO/05_BO/06 6 BO/05 BO/06 260.99 260.99 100 Mains VCP FM 10 BO/06_BO/04 6 BO/06 BO/04 77.23 77.23 100 Mains VCP FM 10 BO/07_BO/08 6 BO/07 BO/08 242.36 242.36 100 Mains VCP FM 10 BO/08_BO/09 6 BO/08 BO/09 109.76 109.76 100 Mains VCP FM 10 BO/09_BO/10 6 BO/09 BO/10 91.13 91.13 100 Mains VCP FM 10 BO/10_BO/11 6 BO/10 BO/11 37.22 37.22 100 Mains PE FM 10 BO/11_BO/60 6 BO/11 BO/60 125.02 125.02 100 Mains VCP FM 10 BO/12_BO/13 6 BO/12 BO/13 187.29 187.29 100 Mains VCP FM 10 BO/13_BO/08 6 BO/13 BO/08 124.8 124.8 100 Mains VCP FM 10 BO/14_BO/13 6 BO/14 BO/13 79.61 79.61 100 Mains VCP FM 10 BO/15_BO/14 6 BO/15 BO/14 107.85 107.85 100 Mains VCP FM 10 BO/16_BO/15 6 BO/16 BO/15 203.36 203.36 100 Mains VCP FM 10 BO/17_BO/15 6 BO/17 BO/15 113.82 113.82 100 Mains VCP FM 10 BO/18_BO/17 6 BO/18 BO/17 262.58 262.58 100 Mains VCP FM 10 BO/19_BO/35 6 BO/19 BO/35 219.73 219.73 100 Mains VCP FM 10 BO/20_BO/19 6 BO/20 BO/19 140.77 140.77 100 Mains VCP FM 10 BO/21_BO/21B 6 BO/21 BO/21B 249.97 249.97 100 Mains PE FM 10 BO/21A_BO/21B 0 BO/21A BO/21B 19.64 19.64 100 Mains UNK FM 10 BO/21B_BO/20 6 BO/21B BO/20 162.26 162.26 100 Mains PE FM 10 BO/22_BO/21 6 BO/22 BO/21 106.93 106.93 100 Mains PE FM 10 BO/23_BO/22 6 BO/23 BO/22 199.42 199.42 100 Mains VCP FM 10 BO/24_BO/23 6 BO/24 BO/23 145.54 145.54 100 Mains VCP FM 10 BO/25_BO/22 6 BO/25 BO/22 68.07 68.07 100 Mains PE FM 10 BO/26_BO/25 6 BO/26 BO/25 213.88 213.88 100 Mains PE FM 10 BO/27_BO/19 6 BO/27 BO/19 107.18 107.18 100 Mains VCP FM 10 BO/28_BO/27 6 BO/28 BO/27 211.55 211.55 100 Mains VCP FM 10 BO/29_BO/28 6 BO/29 BO/28 116.14 116.14 100 Mains VCP FM 10 BO/30_BO/29 6 BO/30 BO/29 139.99 139.99 100 Mains VCP FM 10 BO/32_BO/30 0 BO/32 BO/30 226.55 226.55 100 Mains UNK FM 10 BO/33_BO/36 6 BO/33 BO/36 354.04 354.04 100 Mains VCP FM 10 BO/34_BO/33 6 BO/34 BO/33 147.8 147.8 100 Mains VCP FM 10 BO/34A_BO/34 6 BO/34A BO/34 270.96 270.96 100 Mains VCP FM 10 BO/35_BO/49 6 BO/35 BO/49 154.01 154.01 100 Mains VCP FM 10 BO/36_BO/35 6 BO/36 BO/35 228.18 228.18 100 Mains VCP FM 10 BO/37_BO/36 6 BO/37 BO/36 83.3 83.3 100 Mains VCP
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April 13, 2026
Packet Pg. 834
FM 10 BO/38_BO/37 8 BO/38 BO/37 78.17 78.17 100 Mains VCP FM 10 BO/39_BO/38 6 BO/39 BO/38 125.68 125.68 100 Mains VCP FM 10 BO/40_BO/39 6 BO/40 BO/39 112.92 112.92 100 Mains VCP FM 10 BO/41_BO/40 6 BO/41 BO/40 114.36 114.36 100 Mains VCP FM 10 BO/42_BO/37 8 BO/42 BO/37 141.64 141.64 100 Mains VCP FM 10 BO/43_BO/42 6 BO/43 BO/42 176.87 176.87 100 Mains VCP FM 10 BO/44_BO/43 6 BO/44 BO/43 95.43 95.43 100 Mains VCP FM 10 BO/45_BO/44 6 BO/45 BO/44 135.2 135.2 100 Mains VCP FM 10 BO/46_BO/45 6 BO/46 BO/45 171.03 171.03 100 Mains VCP FM 10 BO/47_BO/46 6 BO/47 BO/46 108.6 108.6 100 Mains VCP FM 10 BO/48_BO/47 6 BO/48 BO/47 139.96 139.96 100 Mains VCP FM 10 BO/49_BO/63 6 BO/49 BO/63 178.55 178.55 100 Mains VCP FM 10 BO/50_BO/49 6 BO/50 BO/49 331.68 331.68 100 Mains VCP FM 10 BO/51_BO/50 6 BO/51 BO/50 331.58 331.58 100 Mains VCP FM 10 BO/52_BO/51 6 BO/52 BO/51 208.04 208.04 100 Mains VCP FM 10 BO/53_BO/51 6 BO/53 BO/51 251.35 251.35 100 Mains VCP FM 10 BO/54_BO/53 6 BO/54 BO/53 235.31 235.31 100 Mains VCP FM 10 BO/55_BO/54 6 BO/55 BO/54 299.22 299.22 100 Mains VCP FM 10 BO/56_BO/06 6 BO/56 BO/06 196.48 196.48 100 Mains VCP FM 10 BO/57_BO/56 6 BO/57 BO/56 297.15 297.15 100 Mains VCP FM 10 BO/58_BO/57 6 BO/58 BO/57 197.6 197.6 100 Mains VCP FM 10 BO/59_BO/58 6 BO/59 BO/58 110.73 110.73 100 Mains VCP FM 10 BO/60_BI/05 6 BO/60 BI/05 167.73 167.73 100 Mains VCP FM 10 BO/61_BO/41 6 BO/61 BO/41 188.75 188.75 100 Mains VCP FM 10 BO/62_BO/02 0 BO/62 BO/02 191.78 191.78 100 Mains UNK FM 10 BO/63_BO/56 6 BO/63 BO/56 60.23 60.23 100 Mains VCP FM 10 BO/66_BO/55 6 BO/66 BO/55 32.12 32.12 100 Mains UNK FM 10 BO/76_BO/48 6 BO/76 BO/48 65.41 65.41 100 Mains PVC FM 10 BO/78_BO/76 6 BO/78 BO/76 73 73 100 Mains PVC
FM 10 BO/79_BO/78 6 BO/79 BO/78 88 88 100 Mains PVC
FM 12 BR/02_BR/02A 0 BR/02 BR/02A 189.1 189.1 100 Mains UNK FM 12 BR/02A_6137 0 BR/02A 6137 20.07 20.07 100 Mains UNK FM 12 BR/03_BR/02 8 BR/03 BR/02 214.55 214.55 100 Mains VCP FM 12 BR/04_BR/11 6 BR/04 BR/11 166.7 166.7 100 Mains VCP FM 12 BR/05_BR/04 6 BR/05 BR/04 174.32 174.32 100 Mains VCP FM 12 BR/06_BR/05 6 BR/06 BR/05 216.43 216.43 100 Mains VCP FM 12 BR/07_BR/06 6 BR/07 BR/06 228.19 228.19 100 Mains VCP FM 12 BR/08_BR/07 6 BR/08 BR/07 231.81 231.81 100 Mains VCP FM 12 BR/09_BR/08 6 BR/09 BR/08 138.56 138.56 100 Mains VCP FM 12 BR/10_BR/11 6 BR/10 BR/11 266.06 266.06 100 Mains VCP FM 12 BR/11_BR/03 6 BR/11 BR/03 169.37 169.37 100 Mains VCP FM 12 BR/12_BR/03 8 BR/12 BR/03 212.78 212.78 100 Mains VCP FM 12 BR/13_BR/12 8 BR/13 BR/12 299.16 299.16 100 Mains VCP FM 12 BR/14_BR/13 8 BR/14 BR/13 138.94 138.94 100 Mains VCP FM 12 BR/17_BR/14 8 BR/17 BR/14 309.23 309.23 100 Mains VCP FM 12 BR/18_BR/17 8 BR/18 BR/17 297.84 297.84 100 Mains VCP FM 12 BR/19_BR/18 8 BR/19 BR/18 292.35 292.35 100 Mains VCP FM 12 BR/20_BR/19 6 BR/20 BR/19 145.66 145.66 100 Mains VCP FM 12 BR/21_BR/20 6 BR/21 BR/20 52.74 52.74 100 Mains PE FM 12 BR/22_BR/21 6 BR/22 BR/21 162.66 162.66 100 Mains PE FM 12 BR/23_BR/22 6 BR/23 BR/22 114.38 114.38 100 Mains PE FM 12 BR/23A_BR/23 0 BR/23A BR/23 8.51 8.51 100 Mains UNK FM 12 BR/24_BR/23 6 BR/24 BR/23 157.01 157.01 100 Mains PE FM 12 BR/25_BR/24 6 BR/25 BR/24 236.22 236.22 100 Mains VCP FM 12 BR/26_BR/19 8 BR/26 BR/19 230.16 230.16 100 Mains VCP FM 12 BR/27_BR/26 6 BR/27 BR/26 138.52 138.52 100 Mains VCP FM 12 BR/28_BR/26 8 BR/28 BR/26 214.36 214.36 100 Mains VCP FM 12 BR/29_BR/28 8 BR/29 BR/28 167.85 167.85 100 Mains VCP FM 12 BR/30_BR/29 6 BR/30 BR/29 156.57 156.57 100 Mains VCP FM 12 BR/31_BR/29 8 BR/31 BR/29 188.55 188.55 100 Mains VCP
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Packet Pg. 835
FM 12 BR/32_BR/31 6 BR/32 BR/31 99.47 99.47 100 Mains VCP FM 12 BR/32A_BR/32 6 BR/32A BR/32 43.05 43.05 100 Mains UNK FM 12 BR/33_BR/32 6 BR/33 BR/32 170 170 100 Mains VCP
FM 12 BR/34_BR/33 6 BR/34 BR/33 182 182 100 Mains VCP
FM 12 BR/34A_BR/34 6 BR/34A BR/34 100.76 100.76 100 Mains VCP FM 12 BR/35_BR/31 8 BR/35 BR/31 98.1 98.1 100 Mains PVC FM 12 BR/36_BR/35 8 BR/36 BR/35 297.85 297.85 100 Mains PE FM 12 BR/37_BR/36 8 BR/37 BR/36 113.84 113.84 100 Mains PE FM 12 BR/41_BR/61 0 BR/41 BR/61 211.3 211.3 100 Mains UNK FM 12 BR/42_BR/41 8 BR/42 BR/41 196.17 196.17 100 Mains PE FM 12 BR/43_BR/42 6 BR/43 BR/42 167.65 167.65 100 Mains VCP FM 12 BR/44_BR/43 6 BR/44 BR/43 154.46 154.46 100 Mains VCP FM 12 BR/45_BR/42 8 BR/45 BR/42 312.85 312.85 100 Mains PE FM 12 BR/46_BR/45 8 BR/46 BR/45 303.36 303.36 100 Mains VCP FM 12 BR/47_BR/46 8 BR/47 BR/46 237.92 237.92 100 Mains VCP FM 12 BR/48_BR/47 8 BR/48 BR/47 294.28 294.28 100 Mains PE FM 12 BR/49_BR/48 8 BR/49 BR/48 138.62 138.62 100 Mains PE FM 12 BR/50_BR/49 8 BR/50 BR/49 204.31 204.31 100 Mains VCP FM 12 BR/51_BR/50 8 BR/51 BR/50 248.12 248.12 100 Mains VCP FM 12 BR/51A_BR/51 8 BR/51A BR/51 147.91 147.91 100 Mains VCP FM 12 BR/51B_BR/51A 8 BR/51B BR/51A 155.79 155.79 100 Mains PE FM 12 BR/52_BR/49 6 BR/52 BR/49 263.43 263.43 100 Mains VCP FM 12 BR/53_BR/52 6 BR/53 BR/52 344.56 344.56 100 Mains VCP FM 12 BR/54_BR/53 6 BR/54 BR/53 134.43 134.43 100 Mains VCP FM 12 BR/55_BR/53 6 BR/55 BR/53 284.21 284.21 100 Mains VCP FM 12 BR/56_BR/55 6 BR/56 BR/55 129.17 129.17 100 Mains VCP FM 12 BR/57_BR/19 6 BR/57 BR/19 239.6 239.6 100 Mains VCP FM 12 BR/58_BR/57 6 BR/58 BR/57 281.9 281.9 100 Mains VCP FM 12 BR/59_BR/58 6 BR/59 BR/58 128.3 128.3 100 Mains VCP FM 12 BR/60_BR/66 0 BR/60 BR/66 26.02 26.02 100 Mains UNK FM 12 BR/61_BR/60 0 BR/61 BR/60 268.03 268.03 100 Mains UNK FM 12 BR/65_BR/14 6 BR/65 BR/14 102.46 102.46 100 Mains VCP FM 12 BR/66_BR/37 0 BR/66 BR/37 97.23 97.23 100 Mains UNK FM 10 BS/01_BA/39 6 BS/01 BA/39 161.63 161.63 100 Mains VCP FM 10 BS/01A_BS/01 0 BS/01A BS/01 103.09 103.09 100 Mains UNK FM 10 BS/02_BS/01A 0 BS/02 BS/01A 130.11 130.11 100 Mains UNK FM 10 BS/03_BS/02 6 BS/03 BS/02 86.24 86.24 100 Mains PE FM 10 BS/04_BS/03 6 BS/04 BS/03 82.55 82.55 100 Mains PE FM 10 BS/05_BS/02 0 BS/05 BS/02 66.74 66.74 100 Mains UNK FM 10 BS/06_BS/07 6 BS/06 BS/07 98.97 98.97 100 Mains VCP FM 10 BS/07_BS/08 6 BS/07 BS/08 94.39 94.39 100 Mains PVC FM 10 BS/08_BS/09 6 BS/08 BS/09 106.39 106.39 100 Mains VCP FM 10 BS/09_BS/10 6 BS/09 BS/10 118.05 118.05 100 Mains VCP FM 10 BS/10_BS/11 6 BS/10 BS/11 207.86 207.86 100 Mains VCP FM 10 BS/11_BS/01 6 BS/11 BS/01 147.34 147.34 100 Mains VCP FM 10 BS/12_BS/11 6 BS/12 BS/11 93.66 93.66 100 Mains VCP FM 10 BS/13_BS/12 6 BS/13 BS/12 143.11 143.11 100 Mains UNK FM 10 BS/14_BS/13 6 BS/14 BS/13 103.45 103.45 100 Mains UNK FM 10 BS/15_BS/13 6 BS/15 BS/13 153.96 153.96 100 Mains PE FM 10 BS/16_BS/12 6 BS/16 BS/12 201.08 201.08 100 Mains VCP FM 10 BS/17_BS/16 6 BS/17 BS/16 261.97 261.97 100 Mains VCP FM 10 BS/18_BS/17 6 BS/18 BS/17 129.49 129.49 100 Mains UNK FM 10 BS/19_BS/17 6 BS/19 BS/17 170.73 170.73 100 Mains UNK FM 10 BS/20_BS/19 6 BS/20 BS/19 48.37 48.37 100 Mains VCP FM 10 BS/21_BS/20 6 BS/21 BS/20 148.58 148.58 100 Mains PVC FM 10 BS/22_BS/20 6 BS/22 BS/20 132.81 132.81 100 Mains PVC FM 10 BS/23_BS/22 6 BS/23 BS/22 232.58 232.58 100 Mains PVC FM 10 BS/24_BS/23 6 BS/24 BS/23 46.65 46.65 100 Mains VCP FM 10 BS/24A_BS/24 0 BS/24A BS/24 62.17 62.17 100 Mains UNK FM 10 BS/25_BS/17 6 BS/25 BS/17 116.35 116.35 100 Mains PE
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April 13, 2026
Packet Pg. 836
FM 10 BS/26_BA/46 10 BS/26 BA/46 399.85 399.85 100 Mains PVC FM 10 BS/27_BS/25 8 BS/27 BS/25 274.34 274.34 100 Mains PVC FM 10 BS/28_BS/26 10 BS/28 BS/26 125.22 125.22 100 Mains PVC FM 10 BS/29_BS/27 6 BS/29 BS/27 251.84 251.84 100 Mains VCP FM 10 BS/30_BS/29 6 BS/30 BS/29 243.81 243.81 100 Mains VCP FM 10 BS/32_BS/28 8 BS/32 BS/28 136.24 136.24 100 Mains PVC FM 10 BS/33_BS/32 8 BS/33 BS/32 229.4 229.4 100 Mains PE FM 10 BS/35_BS/59 6 BS/35 BS/59 58.72 58.72 100 Mains UNK FM 10 BS/35A_BS/59 0 BS/35A BS/59 40.71 40.71 100 Mains UNK FM 10 BS/35B_BS/35A 0 BS/35B BS/35A 79 79 100 Mains UNK FM 10 BS/36_BS/77 6 BS/36 BS/77 137.28 137.28 100 Mains VCP FM 10 BS/38_BS/58 6 BS/38 BS/58 302.53 302.53 100 Mains VCP FM 10 BS/39_BS/38 6 BS/39 BS/38 297.53 297.53 100 Mains PVC FM 10 BS/40_BI/06 6 BS/40 BI/06 237.32 237.32 100 Mains VCP FM 10 BS/40_BS/39 6 BS/40 BS/39 232.6 232.6 100 Mains PE FM 10 BS/40_BS/41 6 BS/40 BS/41 140.11 140.11 100 Mains VCP FM 10 BS/41_BS/48 6 BS/41 BS/48 300.6 300.6 100 Mains VCP FM 10 BS/42_BS/43 6 BS/42 BS/43 206.36 206.36 100 Mains VCP FM 10 BS/43_BS/44 6 BS/43 BS/44 253.56 253.56 100 Mains VCP FM 10 BS/44_BS/57 6 BS/44 BS/57 335.87 335.87 100 Mains VCP FM 10 BS/45_BS/44 6 BS/45 BS/44 254.26 254.26 100 Mains PE FM 10 BS/46_BS/45 6 BS/46 BS/45 229.62 229.62 100 Mains VCP FM 10 BS/47_BS/46 6 BS/47 BS/46 147.7 147.7 100 Mains PE FM 10 BS/48_BS/47 6 BS/48 BS/47 160.69 160.69 100 Mains VCP FM 10 BS/49_BS/48 6 BS/49 BS/48 223.36 223.36 100 Mains PVC FM 10 BS/50_BS/49 6 BS/50 BS/49 130.65 130.65 100 Mains PVC FM 10 BS/51_BS/50 6 BS/51 BS/50 227.96 227.96 100 Mains PVC FM 10 BS/52_BS/51 6 BS/52 BS/51 198.26 198.26 100 Mains PVC FM 10 BS/53_BS/54 6 BS/53 BS/54 205.59 205.59 100 Mains VCP FM 10 BS/54_BS/55 6 BS/54 BS/55 64.97 64.97 100 Mains VCP FM 10 BS/55_BS/45 6 BS/55 BS/45 90.52 90.52 100 Mains VCP FM 10 BS/56_BS/11 6 BS/56 BS/11 140.97 140.97 100 Mains VCP FM 10 BS/57_BS/25 6 BS/57 BS/25 86.57 86.57 100 Mains VCP FM 10 BS/58_BS/32 6 BS/58 BS/32 285.31 285.31 100 Mains VCP FM 10 BS/59_BS/33 6 BS/59 BS/33 141.5 141.5 100 Mains UNK FM 10 BS/76_BS/77 8 BS/76 BS/77 22.7 22.7 100 Mains PVC FM 10 BS/77_BS/33 8 BS/77 BS/33 19.8 19.8 100 Mains PVC FM 12 BT/01_AK/01 12 BT/01 AK/01 219.18 219.18 100 Mains VCP FM 12 BT/02_BT/01 12 BT/02 BT/01 379.06 379.06 100 Mains VCP FM 13 BX/01_AK3/13 6 BX/01 AK3/13 116.16 116.16 100 Mains VCP
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April 13, 2026
Packet Pg. 837
CITY COUNCIL
STAFF REPORT
MEETING DATE: April 13, 2026
ITEM TITLE: Adopt a Resolution Authorizing the Execution of an Agreement between the Metropolitan Transportation Commission and the City of San Carlos for Technical Assistance for the Pavement Management Technical Assistance Program.
RECOMMENDATION:
Staff recommend that the City Council adopt a Resolution authorizing the execution of an agreement between the Metropolitan Transportation Commission (MTC) and the City of San Carlos for technical assistance for the Pavement Technical Assistance Program (“P-TAP”).
FISCAL IMPLICATIONS:
There are no fiscal implications, and no additional funding is needed.
Funding for program participation comes from C9416. The MTC will contract directly with a pavement design consultant to provide technical assistance to the City of San Carlos. The total technical assistance project cost is $30,020, of which, $6,040 is a required local contribution from the City of San Carlos.
BACKGROUND:
The MTC’s P-TAP helps Bay Area cities and counties stretch their street pavement resurfacing budgets by updating pavement condition data and pavement management databases utilized by each agency. The data is used to prepare a Pavement Management Program (PMP) report which includes recommended pavement maintenance and rehabilitation treatments and a street paving plan tailored to meet the goals and budget of each agency.
The City of San Carlos was selected to participate in P-TAP Round 23 in March 2022, which provided technical assistance in preparing the City’s 2023 PMP report.
In November 2024, the MTC issued a call for projects to all Bay Area cities and counties to participate in P-TAP Round 26, to which the City of San Carlos applied and was approved to participate on April 1, 2025. Due to MTC funding delays, the program was postponed and has now resumed. The MTC has contracted with AMS Consulting to provide pavement design technical assistance in surveying the condition of our existing street pavement network and preparing an updated PMP report.
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ANALYSIS:
Participation in P-TAP will assist with the City’s strategic goal to increase our overall street pavement condition index to 65 through our current 5-year paving plan.
An updated PMP report is critical to understanding the condition of our existing street pavement network and provides recommendations on how to achieve our goals.
The agreement between MTC and the City of San Carlos was reviewed by the City Attorney.
Staff recommend that the City Council adopt a Resolution authorizing the City Manager to execute an agreement between the MTC and City of San Carlos for technical assistance for the Pavement Technical Assistance Program (P-TAP).
ALTERNATIVES:
The alternatives available to the City Council include:
1. Adopt a Resolution authorizing the execution of an agreement between the Metropolitan Transportation Commission and City of San Carlos for technical assistance for the Pavement Management Technical Assistance Program; or
2. Do not adopt the Resolution; or
3. Provide staff with alternative direction.
Respectfully submitted by:
Steven Machida, Public Works Director
Approved for submission by:
____________________________
Nil Blackburn, Interim City Manager
ATTACHMENT(S):
1. Resolution
2. MTC Agreement for Technical Assistance
3. MTC Pavement Technical Assistance Program Round 26 Selection Letter
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RESOLUTION NO. 2026 – ____
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS
AUTHORIZING THE EXECUTION OF AN AGREEMENT BETWEEN THE
METROPOLITAN TRANSPORTATION COMMISSION AND THE CITY OF SAN CARLOS
FOR TECHNICAL ASSISTANCE FOR THE PAVEMENT MANAGEMENT
TECHNICAL ASSISTANCE PROGRAM.
WHEREAS, the City of San Carlos Pavement Management Program Report has not been updated since 2023 and needs an update; and
WHEREAS, the Pavement Management Technical Assistance Program (“P-TAP”) will update the City of San Carlos Pavement Management Program Report; and WHEREAS, the Metropolitan Transportation Commission (MTC) issued a call for projects in November 2024 to participate in P-TAP Round 26; and
WHEREAS, staff applied to participate in P-TAP Round 26 and the City of San Carlos was selected for participation on April 1, 2025; and
WHEREAS, due to MTC funding delays, the program start was postponed and has now resumed; and
WHEREAS, the MTC has contracted with AMS Consulting, LLC to provide pavement design technical assistance to the City of San Carlos in surveying the condition of our existing street pavement network and preparing an updated Pavement Management Program Report; and WHEREAS, the participation in P-TAP will assist with the City’s strategic goal to increase its overall street pavement condition index to 65 through the current 5-year paving plan; and WHEREAS, an updated Pavement Management Program Report is critical to understanding the condition of our existing street pavement network and provides recommendations on how to achieve our goals; and
WHEREAS, the agreement between MTC and the City of San Carlos was reviewed by the City Attorney; and
WHEREAS, staff recommend authorizing the City Manager to execute an agreement between the Metropolitan Transportation Commission and the City of San Carlos for technical assistance for the Pavement Technical Assistance Program.
NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby authorizes the execution of an agreement between the Metropolitan Transportation Commission and the City of San Carlos for technical assistance for the Pavement Technical Assistance Program.
* * * * *
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I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 13th day of April 2026, by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
AYES, COUNCILMEMBERS:
NOES, COUNCILMEMBERS:
ABSENT, COUNCILMEMBERS:
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Packet Pg. 841
WAIVER OF CLAIMS AND INDEMNIFICATION AGREEMENT
Between METROPOLITAN TRANSPORTATION COMMISSION
And CITY OF SAN CARLOS
For TECHNICAL ASSISTANCE FOR PAVEMENT MANAGEMENT TECHNICAL ASSISTANCE
PROGRAM (P-TAP)
THIS AGREEMENT is made and entered into as of January 30, 2026, by and between the Metropolitan Transportation Commission, a regional transportation planning agency established pursuant to California Government Code § 66500 et seq., (herein called “MTC”), and City of San Carlos (herein called “Recipient”).
WITNESSETH
WHEREAS, MTC has entered or will enter into a professional services agreement with AMS Consulting, LLC. (herein called “Consultant”) under which Consultant will perform pavement condition surveying, pavement management database updates, and budget option analyses and reporting for pavement management plans, and equivalent non-pavement asset management work, as detailed in Attachment A, Scope of Work (“Project”); WHEREAS, the term of MTC’s contract with the Consultant is from January 30, 2026 to February 1, 2027.
WHEREAS, Recipient will be receiving technical assistance from Consultant for the Project:
WHEREAS, the parties wish to define Recipient’s obligations to MTC respecting waiver of claims and indemnity;
NOW, THEREFORE, the parties hereto agree as follows:
1.0 WAIVER OF CLAIMS AGAINST MTC
Recipient waives all claims by Recipient, its directors, supervisors, officers, employees, or agents against MTC, its commissioners, officers, and/or employees for damages, loss, injury and/or liability, direct or indirect, resulting from Recipient’s participation in the Project and/or the services provided to Recipient by the Consultants under contract to MTC. Recipient’s waiver shall not apply to liability arising from and caused by the gross negligence or willful misconduct of MTC, its commissioners, officers, and/or employees.
2.0 INDEMNIFICATION AND DEFENSE
Recipient agrees to indemnify, hold harmless and defend MTC, its commissioners, officers, and employees from any and all third party claims, demands, lawsuits, liability, loss, damages, injury and/or liability, direct or indirect (including any and all costs and expenses in connection therewith), resulting from or in connection with provision of services to Recipient by the Consultant under contract with MTC, to the extent such claims, demands, etc. are not covered by the Consultant’s indemnification of MTC in the Consultant’s contract with MTC. Recipient’s indemnification obligation shall not apply to liability arising from and caused by the gross negligence or willful misconduct of MTC, its commissioners, officers, agents, and employees. MTC shall provide a copy of the Consultant Agreement upon request.
IN WITNESS WHEREOF, this agreement has been executed by the parties hereto.
CITY OF SAN CARLOS Approved as to form:
Nil Blackburn
Interim City Manager
Elliott Wong
Program Manager, P-TAP, MTC, Funding
Policy & Programs Section
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ATTACHMENT A
SCOPE OF WORK
The services to be performed by CONSULTANT shall consist of services requested by the MTC Project Manager or a designated representative including, but not limited to, the following:
The following scope of work applies to two (2) project types:
A. Pavement Management Systems (PMS) projects; and
B. Non-Pavement Management Systems (NPMS) pilot projects.
Program Kick-Off
At the beginning of each round of P-TAP, Consultant will meet with the MTC Project Manager and other Program consultants to discuss Program guidelines and standardization of services, deliverable formats, and project administration. This first meeting will occur during the first week of January 2026 (approximately).
1. Project Start-Up
1.1 Project Kick-Off Meeting – Consultant will schedule a meeting with each jurisdiction they are providing services for to kick-off the project; establish communication channels and protocols; discuss the scope of work, schedule, and budget; gather available information; and obtain a thorough understanding of the goals for the project.
1.2 Preparation of Work scope, Schedule, and Budget –Consultant shall prepare a detailed Work scope, Schedule, and Budget (WSB) for review and approval by the jurisdiction and MTC Project Manager. Consultant will finalize the WSB by incorporating any feedback received from the jurisdiction and MTC Project Manager. Consultant must include cost of software purchase and data migration, if jurisdictions have not yet upgraded to StreetSaver®.
1.3 Consultant will implement a Quality Control Plan as set forth in Section VII, Article E - Work Plan, 5. Quality Control Plan. This Plan is designed to check that the Consultant uses reasonable quality control and manages the data collection process to effectively provide data that meets the MTC. Note: jurisdictions are encouraged to perform their own inspections to review the consultant’s work.
Deliverable 1.1: Project Kick-Off Meeting (All projects) Deliverable 1.2: Final Detailed Work scope, Schedule, and Budget (All projects) Deliverable 1.3: Quality Control Plan Submitted to Jurisdiction and to MTC (PMS projects)
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2. Execute Project - Perform Project Tasks
2.1 Pavement Management Systems Projects: A Pavement Management System (PMS) performs diverse functions geared towards helping jurisdictions understand the condition of their pavement and whether current and future revenues will be sufficient to fund the pavement maintenance necessary to ensure streets and roads are at an acceptable level of quality.
Consultant will create or update the data used in the pavement management system, StreetSaver®, currently used by jurisdiction.
2.2 Consultant will review and audit a StreetSaver® database section inventory of the jurisdiction’s roadway network for accuracy (e.g., GIS/PMS linkage, functional class, surface type, length, width, and number of lanes).
2.3 Consultant will divide the roadway network into Management Sections, if creating a database for the first time. For maintenance of an existing database Consultant will split or combine, or add new sections as necessary.
2.4 Consultant will enter Maintenance and Rehabilitation (M&R) History, if available.
2.5 Consultant will establish or update the decision trees within StreetSaver ® based on the
jurisdictions preferred treatment strategies. All existing and desired treatments and unit costs will be entered.
Consultant will perform pavement rating on the number of centerline miles specifically listed in the project assignment. The exact management sections to be inspected should be determined by the jurisdiction and the Consultant. Consultant will be required to display competency in performing rating. At the discretion of, and under the direction of MTC, Consultant will be required to demonstrate its ability to perform MTC PMP Distress Surveys in a manner consistent with MTC Protocol. Consultant’s raters will be required to perform rating under a controlled environment, be rated on consistency and accuracy of such inspections, and must meet all passing standards set by MTC under the Rater Certification Program.
All raters employed or contracted by Consultant for the purpose of performing PMS work under this task must be certified by MTC. The certification issued is valid for two (2) years, and will be renewed upon passing online knowledge exam. Consultant’s method of rating used for the project must be consistent with the method used to demonstrate ability to perform distress surveys.
2.5.1 Manual Inspection
MTC maintains that the most appropriate method to determine the Pavement Condition Index (PCI) of management sections of roads and streets included in the MTC StreetSaver ® is to
conduct a walking distress survey. The distress definitions and descriptions are included in the MTC-published “Pavement Condition Index Distress Identification Manual for Flexible Pavements,” 5th Edition, March 2022, and the “Pavement Condition Index Distress Identification Manual for Rigid Pavements,” 4th Edition, March 2018. For network level analysis, MTC
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recommends that at least 10 percent of the inspection units of each management section be rated. The densities of all distress types and severities present are recorded and used to calculate the PCI for each inspection unit rated. Those PCI values are then used to calculate the section PCI.
2.5.2 Automated Inspection
MTC may incorporate pavement ratings within P-TAP that are not exclusively performed by walking. Other methods of distress survey include windshield surveys, automated distress surveys, semi-automated distress surveys, and various hybrid combinations of these (herein are collectively referred to as “automated surveys”) will be considered. Automated surveys will be performed by the Consultant according to the distress definitions and descriptions in the MTC- published “Pavement Condition Index Distress Identification Manual for Flexible Pavements,” 5 th Edition, March 2022, and the “Pavement Condition Index Distress Identification Manual for Rigid Pavements,” 4th Edition, March 2018.
Consultant will use their method to complete the automated survey and provide the inspection data in the format of distress type, severity, and quantity to MTC within a jurisdictions pavement management database.
2.6 Consultant will perform data entry of all distresses found during pavement inspection into StreetSaver
®. Once completed, CONSULTANT will calculate the PCI.
2.7 Consultant will perform data entry of all recent maintenance and repair work since last update into StreetSaver
®. Once completed, Consultant will calculate the PCI and deliver an updated database to the jurisdiction.
2.8 Non-Pavement Asset Management Project: Provide inventory and condition assessments for signs, storm drains, curb and gutter, sidewalk, traffic signals, and street lights.
2.9 Consultant will create or update an inventory of the assets used by jurisdiction in the jurisdiction’s PMS database.
2.10 Consultant will perform needs analyses using remaining life based on expected life or from condition data indicating that work is needed.
2.11 Consultant will deliver an updated non-pavement assets in the form of GIS shapefiles.
Deliverable 2.1: Updated Database to Jurisdiction (Pavement Management Systems Projects) Deliverable 2.2: Updated GIS shapefiles to Jurisdiction (Non- Pavement Asset Management Projects)
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3. Draft Report
3.1 Pavement Management Systems Projects: Consultant will estimate available revenues for pavements over the next five years. Past trends should also be determined with an extension of trends over the next five years.
3.2 Consultant will run at least three budget and/or target-driven scenarios analyses and show impacts through the use of GIS maps in the StreetSaver
® GIS Toolbox. The three include:
Unconstrained Needs distributed evenly over five years, estimated future revenues based on historical data (trends), and the “Break Even” point if trends do not provide the status quo.
3.3 Consultant will provide recommendations, if shortfalls exist, for how the jurisdiction can employ better preventive maintenance strategies or increase funding by proposing a preferred future budget level.
3.4 Consultant will deliver a draft updated pavement management database, and a draft Budget Options Report (BOR) containing the above information, to the jurisdiction for their review.
3.5 Consultant will provide a Quality Management Report, provided as an appendix to the Draft Report.
3.6 Discretionary Subtasks to be assigned by MTC and local jurisdiction (a, b and c).
a) Consultant will establish full linkage of pavement data to GIS map through the use of StreetSaver
® GIS Toolbox, if requested by MTC or the jurisdiction.
b) Consultant will provide assistance to City Staff for council presentations, if requested by MTC or the jurisdiction.
c) Consultant will provide one-on-one or group MTC PMP training to jurisdictions, if requested by MTC or the jurisdiction.
3.7 Consultant will deliver a draft Budget Options Report containing Tasks 3.1 through 3.4 and 3.5, if applicable.
3.8 Non-Pavement Asset Management Project: Consultant will deliver an updated pavement management GIS shapefiles containing non-pavement data, a GIS map of the data that can be used by the jurisdiction and within StreetSaver, and a draft Non-pavement Needs Assessment Report.
Deliverable 3.1: Draft Budget Options Report, Updated Database to Jurisdiction (Pavement Management Systems Projects)
Deliverable 3.2: Draft Non-Pavement Needs Assessment Report, Updated GIS shapefiles to Jurisdiction (Non-Pavement Asset Management Projects)
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4. Final Report
4.1 Pavement Management Systems Projects: Consultant will deliver a final updated pavement management database, and BOR containing all required information, to both the jurisdiction and MTC.
4.2 Consultant will deliver a draft Pavement Management Program Certification Status letter to the jurisdiction and to MTC.
4.3 Non-Pavement Asset Management Project: Consultant will deliver an updated pavement management database containing non-pavement data, a GIS map of the data that can be used by the jurisdiction and within StreetSaver, and final Non-pavement Needs Assessment Report.
Deliverable 4.1: Final Budget Options Report, Updated Database to Jurisdiction (Pavement Management Systems Projects)
Deliverable 4.2: Draft MTC PMP Certification Status Letter to jurisdiction and to MTC (Pavement Management Systems Projects)
Deliverable 4.3: Final Non- Pavement Needs Assessment Report, Updated GIS shapefiles to Jurisdiction (Non-Pavement Asset Management Projects)
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April 1, 2025
Alex Tat
City of San Carlos
600 Elm Street
San Carlos, CA 94070
RE: Pavement Management Technical Assistance Program (P-TAP) Round 26 Dear A
lex Tat:
We
are pleased to inform you that your project has been selected for P-TAP Round 26 assistance.
Total project cost: $30,200.00
Local Contribution to be sent to MTC: $6,040.00
MT
C will enter into a contract directly with a consultant for the total project cost. We expect the contract to be ready in May when your project officially begins. As soon as the contracts are finalized, the selected consultant will be contacting you to work out a detailed Work Scope, Schedule, and Budget (WSB). WSBs will be expected to clearly describe the scope of work, define the specific tasks required, time for completion, and budget.
MT
C also requires payment for the local contribution amount shown above by May 15th 2025. Failure to submit the local contribution funds in a timely manner will disqualify your project and P-TAP funds for your project may be rescinded. Please make checks payable to MTC, include “P-TAP 26” in the comments line, and send a copy of the attached invoice with payment to:
Me
tropolitan Transportation Commission
Attn: Accounts Receivable
P.O. Box 45788
San Francisco, CA 94145-0788
Onc
e the local funds are received by MTC, a “notice to proceed” will be issued to the consultant and work can commence. MTC will email you so that you can participate in a mandatory “kick-off” webinar for all P-TAP 26 recipients. The consultant will contact you to schedule an in-person “kick-off” meeting.
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MTC will pay the consultant directly after receiving project deliverables and upon your approval of those deliverables. Please note that additional costs above and beyond P-TAP funds may be added to the MTC contract with the condition that the difference is sent to MTC along with the local contribution. Also, please refer to MTC Resolution No. 4078, Revised for P-TAP Guidelines that include program goals, eligibility and project selection criteria. The resolution will be emailed to you.
This project must be completed by May 15, 2026. It is important that you review the consultant’s final report promptly so that the project can be closed out and invoiced by that date.
As par
t of PTAP Round 26, you will receive two years of subscription of StreetSaver®.
Upon receipt of the local contribution, we will send you an acknowledgement of the subscription.
Sincer
ely,
Theres
a Romell
Section Director
Funding Policy and Programs
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CITY COUNCIL
STAFF REPORT
MEETING DATE: April 13, 2026
ITEM TITLE: Adopt a Resolution Approving the Amendment to the Agreement with Azul Works, Inc. to Grant Temporary Use of the City-Owned Property at 1800 El Camino Real for Construction Staging Associated with the Harrington Park Refresh Project at No Charge and Authorizing the Execution of the Amendment and Any Related Documents.
RECOMMENDATION:
Staff recommend that the City Council adopt a Resolution approving the amendment to the agreement with Azul Works, Inc. to grant temporary use of the City-owned property at 1800 El Camino Real for construction staging associated with the Harrington Park Refresh Project at no charge and authorizing the execution of the amendment and any related documents.
FISCAL IMPLICATIONS:
There are no fiscal implications, and no additional funding is needed.
Azul Works, Inc. is responsible for all costs related to staging operations, including site restoration.
The current lease between the City and the existing tenant, Carl’s Jr., expires in March 2026 and the tenant is anticipated to vacate the site by March 31, 2026.
BACKGROUND:
The City Council approved the agreement with Azul Works, Inc. on February 9, 2026 for construction of the Harrington Park Refresh Project. During outreach to downtown businesses, the main concerns raised were parking and blockage of Cowgill Alley behind Harrington Park during construction. Due to the site constraints of Harrington Park and the need to keep Cowgill alley open, identifying a nearby, secure staging area to efficiently store materials, equipment, and temporary facilities is necessary for the successful completion of the project.
The City owns the parcel located at 1800 El Camino Real. The site tenant, Carl’s Jr., is anticipated to vacate the site by March 31, 2026 at lease expiration. In the interim, this site is suitable for short-term construction staging. Utilizing this site will reduce impacts to surrounding downtown businesses, shorten hauling distances, and improve construction logistics.
ANALYSIS:
To facilitate efficient construction operations and reduce impacts to surrounding businesses, staff has determined that allowing Azul Works, Inc. to use the City-owned property located at 1800 El Camino Real at no cost for temporary construction staging is necessary and appropriate.
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The proposed amendment to the agreement defines the terms, duration, responsibility for site restoration, and all other conditions associated with the temporary use of City property. Staff reviewed the amendment and found it to be in the best interest of the City to support timely completion of the Harrington Park Refresh Project with minimal impact to downtown businesses.
Therefore, staff recommend approval of the amendment to the agreement with Azul Works, Inc. for the temporary use of 1800 El Camino Real for construction staging.
ALTERNATIVES:
The alternatives available to the City Council include:
1. Adopt the Resolution approving the amendment to the agreement with Azul Works, Inc. to grant temporary use of the City-owned property at 1800 El Camino Real for construction staging associated with the Harrington Park Refresh Project at no charge and authorizing the execution of the amendment and any related documents; or
2. Do not adopt the Resolution; or
3. Provide staff with alternative direction.
Respectfully submitted by:
Steven Machida, Public Works Director
Approved for submission by:
____________________________
Nil Blackburn, Interim City Manager
ATTACHMENT(S):
1. Resolution
2. Proposed Amendment to the Agreement
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RESOLUTION NO. 2026 - ______
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS APPROVING THE AMENDMENT TO THE AGREEMENT WITH AZUL WORKS, INC. TO
GRANT TEMPORARY USE OF THE CITY-OWNED PROPERTY AT
1800 EL CAMINO REAL FOR CONSTRUCTION STAGING ASSOCIATED WITH THE
HARRINGTON PARK REFRESH PROJECT AT NO CHARGE AND AUTHORIZING THE EXECUTION OF THE AMENDMENT AND ANY RELATED DOCUMENTS.
____________________________________________________________________________ WHEREAS, the City Council approved the agreement with Azul Works, Inc. on February 9, 2026 for construction of the Harrington Park Refresh Project; and WHEREAS, during outreach to downtown businesses, the main concerns raised were parking and blockage of Cowgill Alley behind Harrington Park during construction. Due to the site constraints of Harrington Park and the need to keep Cowgill Alley open, identifying a nearby, secure staging area to efficiently store materials, equipment, and temporary facilities is necessary for the successful completion of the project; and
WHEREAS, the City owns the parcel located at 1800 El Camino Real. The site tenant, Carl’s Jr., is anticipated to vacate the site by March 31, 2026 at lease expiration; and WHEREAS, to facilitate efficient construction operations and reduce impacts to surrounding downtown businesses, staff have determined that allowing Azul Works, Inc. to use the City-owned property located at 1800 El Camino Real at no cost for temporary construction staging is necessary and appropriate; and
WHEREAS, the proposed amendment to the agreement defines the terms, duration, responsibility for site restoration, and all other conditions associated with the temporary use of City property. Staff reviewed the amendment and found it to be in the best interest of the City to support timely completion of the Harrington Park Refresh Project with minimal impact to downtown businesses.
NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby approves the amendment to the agreement with Azul Works, Inc. to grant temporary use of the City-owned property at 1800 El Camino Real for construction staging associated with the Harrington Park Refresh Project at no charge and authorizing the execution of the amendment and any related documents.
* * * * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 13th day of April 2026 by the following vote:
AYES, COUNCILMEMBERS:______________________________________________ NOES, COUNCILMEMBERS:______________________________________________ ABSENT, COUNCILMEMBERS:______________________________________________
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_________________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
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Addendum to Agreement 1 Revised: 01/29/2026
ADDENDUM TO AGREEMENT FOR PUBLIC PROJECTS
THIS ADDENDUM TO THE AGREEMENT FOR PUBLIC PROJECTS is made to the Agreement for Public Project related to the Downtown Plan Implementation Phase 1A Harrington Park City Project No. C2215 dated February 24, 2026 by and between the CITY OF SAN CARLOS, hereinafter referred to as “CITY”, and Azul Works, Inc., hereinafter referred to as “CONTRACTOR” and shall accept the attached amended Exhibit A. In all other respects the terms and conditions in the contract dated February 24, 2026 shall remain in full force and effect.
IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed on the date first written by their respective officers duly authorized in that behalf.
CITY OF SAN CARLOS:
Dated:
Nil Blackburn, Interim City Manager
ATTEST:
Dated:
Crystal Mui, City Clerk
APPROVED AS TO FORM:
Dated:
Greg Rubens, City Attorney
CONRACTOR:
I acknowledge that I have full authority to execute this addendum on behalf of the Contractor, and have read, understand, and agree to comply with the provisions of this Addendum, including the Insurance and indemnity requirements set forth herein.
Dated:
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Addendum to Agreement 2 Revised: 01/29/2026
Exhibit A – Addendum to the Agreement with Azul Works, Inc. Granting Temporary Use of the City-Owned Property at 1800 El Camino Real for Construction Staging Associated with the Harrington Park Refresh Related to the Downtown Plan Implementation Phase 1A Harrington Park City Project No. C2215 RECITALS:
WHEREAS, the City as of the effective date of this Agreement, is the owner of 1800 El Camino Real, a commercial fast-food restaurant and parking lot (APNs 051-379-010, 051-379-020, and 051-379-030) (“Property”), which is approximately 26,003.85 sq. Ft. combined. See Exhibit B for the legal description and site map. This property includes a vacant building that was previously used as a Quick Service Restaurant and a parking lot.
WHEREAS, the City agrees to allow the Contractor, Azul Works, Inc., to use the Property for temporary construction staging associated with the Harrington Park Refresh related to the Downtown Plan implementation Phase 1A Harrington Park city project no. C2215 (“Project”) NOW, THEREFORE, the parties agree as follows:
1.Term: Per Section 9.09 of the General Provisions of the Downtown Plan Implementation Phase 1A- Harrington Park Project Bo. C2215 titled Construction Staging and Field Office, the City agrees to allow the Contractor to use the city- owned property at 1800 El Camino Real for construction staging commencing on April 13, 2026 and ending upon the completion of the Project.
2.Rent: The City will not charge rent for use of the Property. The Contractor is responsible for all other costs associated with use of the Property as a staging area, including utilities and maintenance.
3.Use of Property: The Property shall be used solely for construction staging purposes and for no other purpose without the City’s prior written consent. The Contractor shall comply with all applicable laws, ordinances, statutes, and regulations governing its activities under this Agreement. The Contractor shall not permit any unlawful acts, omissions, or breaches of the peace by its employees, agents, or any other persons on the Property.
4.Staging Area Security and Operations: The staging area shall be fully enclosed with wind-resistant perimeter construction fencing and screening, installed and maintained at the Contractor’s sole cost. The site shall be secured and locked at all times when not in active use to prevent unauthorized access. The Contractor shall be solely responsible for the security of the site and all materials stored thereon. Copies of all keys and access devices shall be provided to the Fire Department, Sheriff’s Office, Public Works Department, and Economic Development Division.
The staging area shall be maintained and operated in a manner that avoids or minimizes
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Addendum to Agreement 3 Revised: 01/29/2026
disturbance to surrounding properties, including, without limitation, noise, dust, debris, and visual impacts. The Contractor shall promptly address and correct any condition that results in such disturbance upon notice from the City, or sooner if required to protect public health, safety, or welfare. Failure to comply may result in revocation of the Contractor’s right to use the Property.
5.Maintenance: During the term of this Agreement, the Contractor shall, at its sole cost and expense, maintain the Property and all appurtenances in a clean, safe, sanitary, and fully tenantable condition, and in good repair at all times, except for damage directly caused by the negligence or willful misconduct of the City’s agents, invitees, or employees. The Contractor shall keep the Property free at all times of litter, debris, pests, and objectionable or unreasonable odors, and shall promptly remove and properly dispose of any such materials. Any condition requiring maintenance, repair, or cleanup shall be corrected immediately upon discovery or upon notice from the City, whichever occurs first.
6.Right of Entry: The City reserves the right to enter and inspect the Property at any reasonable time, with or without prior notice. If the Contractor fails to perform any required maintenance or repairs, the City may, but is not obligated to, perform such work and the Contractor shall reimburse the City for all associated costs upon demand.
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Addendum to Agreement 4 Revised: 01/29/2026
Exhibit B
DESCRIPTION OF PROPERTY – 1800 EL CAMINO REAL, SAN CARLOS The Land referred to herein below is situated in the City of San Carlos, County of San Mateo, State of California, and is described as follows:
LOTS 80, 81, 82, 83, 84, 85 AND 86 IN BLOCK 23, AS SHOWN ON THAT CERTAIN MAP ENTITLED "WHITE OAKS TRACT SUBDIVISION NO. 4, SAN CARLOS, CALIFORNIA",
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN MATEO COUNTY, STATE OF CALIFORNIA, ON MAY 28, 1926 IN BOOK 14 OF MAPS, PAGES 1, 2 AND 3.
EXCEPTING FROM SAID LOTS 83, 84, 85 AND 86 SO MUCH THEREOF THAT LIES WITHIN THE LANDS DESCRIBED IN THE DEED FROM C. G. HOLDING CO., A CORPORATION, TO STATE OF CALIFORNIA, DATED SEPTEMBER 13, 1937 AND RECORDED OCTOBER 07, 1937 IN BOOK 768 OF OFFICIAL RECORDS, PAGE 21 (FILE NO. 17029-D) RECORDS OF SAN MATEO COUNTY, CALIFORNIA.
For conveyancing purposes only:
APN 051-379-010 (Affects Lots 83 through 86); JPN: 051-037-379-01A 051-379-020 (Affects Lot 82); JPN: 051-037-379-02A
051-379-030 (Affects Lots 80 & 81); JPN: 051-037-379-03A
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CITY COUNCIL
STAFF REPORT
MEETING DATE: April 13, 2026
ITEM TITLE: Adopt Ordinance 1634 Amending the San Carlos Zoning Map and Title 18 - Zoning Ordinance, of the San Carlos Municipal Code Temporarily Excluding Sites Within the MU-DC-100 Mixed-Use Downtown Core, MU-D-120 Mixed-Use Downtown, MU-SC-120 Mixed- Use San Carlos Avenue, and RM-100 Multiple Family Zoning Districts that are Within 0.25 Miles of the San Carlos Caltrain Station, Pursuant to Senate Bill (SB) 79, the Abundant and Affordable Homes Near Transit Act.
RECOMMENDATION:
Staff recommend the City Council to adopt Ordinance 1634 by second reading to amend San Carlos Zoning Map and Title 18, Zoning Ordinance, of the San Carlos Municipal Code Temporarily Excluding Sites Within the MU-DC-100 Mixed-Use Downtown Core, MU-D-120 Mixed-Use Downtown, MU-SC-120 Mixed-Use San Carlos Avenue, and RM-100 Multiple Family Zoning Districts that are within 0.25 miles of the San Carlos Caltrain Station, from Senate Bill (SB) 79, the Abundant and Affordable Homes Near Transit Act.
FISCAL IMPLICATIONS:
There are no fiscal implications, and no additional funding is needed.
BACKGROUND:
On March 23, 2026, the City Council conducted the first reading and introduced Ordinance 1634 (Attachment 1). Ordinance 1634 would amend the San Carlos Zoning Map and Title 18 of the San Carlo Municipal Code, Article III, Regulations Applying to Some or All Districts, by adding a new Chapter 18.25 A to codify sites excluded from SB 79, the Abundant and Affordable Homes Near Transit Act.
The purpose of this meeting is to conduct a second reading of Ordinance 1634. If adopted, Ordinance 1634 would become effective 30 days thereafter, or on May 13, 2026.
ANALYSIS:
SB 79 includes various provisions for temporarily excluding sites from Section 65912.157 upzoning. Per Government Code Section 65912.161(b), local jurisdictions may temporarily exclude sites that currently permit density and FAR at no less than 50 percent of Section 65912.157 allowances. Eligible exclusions apply until one year following the adoption of the seventh revision of that jurisdiction’s housing element. Per Section 65912.161(b), jurisdictions must adopt an ordinance in accordance with all temporary SB 79 exclusions.
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The following four zoning districts that fall within 0.25 miles of the San Carlos Caltrain Station constitute sites that qualify for temporary exclusion:
MU-DC-100 Mixed-Use Downtown Core
MU-D-120 Mixed-Use Downtown
MU-SC-120 Mixed-Use San Carlos Avenue
RM-100 Multiple Family
These areas will be identifiable on San Carlos Zoning Map, and the following new chapter would be added to the San Carlos Municipal Code: Chapter 18.25.A Applicability of Government Code Section 65912.157 (Senate Bill 79).
ENVIRONMENTAL DETERMINATION:
Ordinance 1634 is not subject to the provisions of the California Environmental Quality Act (“CEQA”) because the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment. The proposed amendments to the San Carlos Municipal Code as discussed in this report are consistent with the programs and policies of the San Carlos General Plan and 2023-2031 Housing Element and are within the scope of the activities and impacts identified in San Carlos 2023-2031 Housing Element Environmental Impact Report (EIR). No new environmental effects have been found, and no new mitigation is necessary. Therefore, no additional environmental review is required. In addition, adoption of an ordinance under SB 79’s procedures specified in Government Code Section 65912.160 are statutorily exempt from CEQA review. Future development projects subject to temporary SB 79 exclusions may be required to undergo a separate CEQA review and approval process as required by state law. Furthermore, all future discretionary residential development projects subject to review under the Objective Design Standards would be required to undergo a separate, project-specific CEQA review and approval process as required by state law.
NEXT STEPS:
Should the City Council adopt Ordinance 1634 at this second reading, the proposed amendments would become effective on May 13, 2026.
The temporary ordinance will be replaced by a comprehensive SB 79-compliant Transit-Oriented Development (TOD) Alternative Plan developed in conjunction with the next housing element update. The TOD Alternative Plan will facilitate development at the levels prescribed by SB 79 based on future Regional Housing Needs Allocation (RHNA) for San Carlos, input from the community and Planning and Transportation Commission, and ultimately, City Council direction.
ALTERNATIVES:
The alternatives available to the City Council include:
1. Adopt Ordinance 1634 to amend the San Carlos Zoning Map and Municipal Code, Title 18, Zoning Ordinance to exclude sites within the MU-DC-100, MU-D-120, MU-SC-120, and RM-100 zoning districts within 0.25 miles of the San Carlos Caltrain station from SB 79; or
2. Do not adopt Ordinance 1634; or
3. Provide staff with alternative direction.
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Respectfully submitted by:
Al Savay, Community Development Director
Approved for submission by:
____________________________
Nil Blackburn, Interim City Manager
ATTACHMENT(S):
1. Ordinance 1634 Exhibits A and B
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ORDINANCE NO. 1634
AN ORDINANCE OF THE CITY OF SAN CARLOS
AMENDING THE SAN CARLOS ZONING MAP AND TITLE 18 - ZONING ORDINANCE,
OF THE SAN CARLOS MUNICIPAL CODE TEMPORARILY EXCLUDING SITES WITHIN THE MU-DC-100 MIXED-USE DOWNTOWN CORE, MU-D-120 MIXED-USE DOWNTOWN, MU-SC-120 MIXED-USE SAN CARLOS AVENUE, AND RM-100 MULTIPLE FAMILY ZONING DISTRICTS THAT ARE WITHIN 0.25 MILES OF THE SAN CARLOS CALTRAIN STATION, PURSUANT TO SENATE BILL (SB) 79, THE ABUNDANT AND AFFORDABLE HOMES NEAR TRANSIT ACT.
SECTION 1. Findings. The City Council of the City of San Carlos does hereby finds and declares as follows:
WHEREAS, recent changes to State Law (Government Code §§ 65912.155 –65912.162, “SB 79”) requires that a housing development project within a specified distance of a transit- oriented development (“TOD”) stop be an allowed use as a transit-oriented housing development on any site zoned for residential, mixed, or commercial development, if the development complies with applicable requirements (including height, density, and FAR standards); and WHEREAS, SB 79 allows a local government to adopt an ordinance temporarily excluding certain sites from SB 79 until one year following the adoption of the seventh revision of the housing element; and
WHEREAS, consistent with Government Code Section 65912.161(b)(1)(A), the City desires to amend the San Carlos Municipal Code to temporarily exclude from SB 79 sites that currently permit no less than 50 percent of residential density and FAR standards specified in Government Code Section 65912.157(a); and
WHEREAS, the development standards applicable to the City’s current MU-DC-100, MU- D-120, MU-SC-120, and RM-100 zones are consistent with this threshold; and WHEREAS, the proposed amendment would not change existing MU-DC-100, MU-D- 120, MU-SC-120, or RM-100 development standards; and
WHEREAS, pursuant to Government Code Section 65853 and 65850 and San Carlos Municipal Code Chapter 18.35 (Amendments to Zoning Ordinance and Maps), when a change in the Zoning Ordinance (Title 18) of the San Carlos Municipal Code is found necessary, the Planning and Transportation Commission shall hold a public hearing to consider such change and render its decision to the City Council; and
WHEREAS, pursuant to San Carlos Municipal Code Section 18.35.050 and California Government Code Section 65090 and 65091, a Public Hearing Notice was published on February 20, 2026, for the Draft Zoning Code Amendments in the newspaper, mailed to all property owners and sites of affected parcels (including within 300 feet of affected parcels), posted to the City’s website, and announced through e-notify to a list of interested community members; and
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WHEREAS, on March 2, 2026, the Planning and Transportation Commission conducted a public hearing on the proposed amendments to the San Carlos Municipal Code, to hear and consider all comments of all persons interested in or concerned with the proposed amendments to Title 18 of the City of San Carlos Municipal Code and recommended the City Council introduce the ordinance adopting the changes; and
WHEREAS, on March 23, 2026, the City Council conducted a public hearing on the proposed amendments to the San Carlos Municipal Code, to hear and consider all comments of all persons interested in or concerned with the proposed amendments to Title 18 of the City of San Carlos Municipal Code, and introduced the Ordinance; and WHEREAS, the proposed amendments would help to ensure orderly, streamlined compliance with SB 79; and,
WHEREAS, the City Council finds that the Ordinance process explored options for compliance with SB 79 based on evidence and best practices in other communities and industry experts; and,
WHEREAS, the City Council has identified the Ordinance as a preferred option for SB 79 compliance, and adopts the following amendments to San Carlos Municipal Code Title 18; and WHEREAS, the City Council authorizes staff to rectify any clerical errors, clarify graphics if necessary, and make non-substantive clarifications, additions, or deletions to the language, before the second reading of the Ordinance to ensure staff can address any minor revisions without having to return to the Council solely for an introduction.
SECTION 2: Pursuant to SCMC Section 18.35.080 Criteria for Zoning Amendments, the City Council finds that the proposed zoning amendment included in this Ordinance meets the following criteria:
A. Zoning Ordinance Text Amendment Findings.
1. The proposed ordinance amendments are consistent with the General Plan.
The recently updated 2023-2031 Housing Element includes the following goal and actions:
Goal HOU-4 states: “Remove or mitigate governmental constraints inhibiting the provision of adequate, affordable housing throughout San Carlos.” Action HOU-4.2 Zoning Ordinance Revisions - “Continue to allow ground floor residential uses in the MU-D-100, MU-SC-120, and MU-SB-100 zones. Evaluate, as part of the new Downtown Specific Plan process, additional areas (on side streets and outside of the Downtown Core) where ground-floor residential uses may also be allowed.”
Action HOU 4.4 Objectivity and Streamlining in Development Regulations – This action specifies actions to prepare Objective Design Standards for residential developments by reviewing the Zoning Ordinance and crafting revisions that support objective design
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standards consistent with the Housing Accountability Act to facilitate high-quality residential development.
Action HOU 4.5 Review of Development Standards to Promote Achieving Maximum Densities - “Throughout the planning period, periodically evaluate development standards to ensure that projects are able to achieve maximum densities. Make revisions if review indicates that current standards pose a potential or actual constraint on achieving maximum densities.”
The 2030 General Plan Land Use Element also includes the following goals, policies and actions:
Goal LU-8, “Ensure excellence in all development design.” The policies identified to achieve this goal that are consistent with the multi-family and mixed-use objective design standards project includes:
oPolicy LU-8.1 “Require all development to feature high quality design that enhances the visual character of San Carlos”,
Action LU-8.1 “Adopt a form-based zoning code to emphasize building placement, the framing of public space and promoting a pedestrian-oriented environment.”
oPolicy LU-8.2 “Ensure that new development is sensitive to the character of adjacent structures and the immediate neighborhood”;
oPolicy LU-8.4 “Promote pedestrian-scaled design through site planning, building design, finish details and landscaping for all types of development by requiring height and locational transitions be-tween buildings of varied levels that are sensitive to the interrelationships of surrounding uses and structures, especially residential.” oPolicy LU-8.11 “Discourage abrupt changes in building scale. A gradual transition between low-rise to mid-rise buildings should be achieved by using the low rise buildings at the edge of the project site. Consider the relationship of buildings to the street, to one another and to adjacent structures and land uses, especially single-family residential.” oPolicy LU-8.19 “Residential structures shall be designed to be compatible with existing structures in the vicinity, avoid obstructing views from adjacent structures or views of community importance, avoid interference with the right or ability to use solar energy and be consistent with the community design principles”.
oPolicy LU-8.20 “Require all new residential multi- family residential, commercial and industrial projects subject to design review by the appropriate decision- making body for compliance with site planning, architecture, signing and landscaping criteria prior to approval, as permitted by State law.”
Basis for Finding: The proposed Ordinance amendments are consistent with the General Plan, including the goals, policies, and actions referenced above. The proposed amendments would temporarily exclude certain sites from SB 79, as allowed by State Law, which will maintain current objective development standards on those sites, including allowing ground floor residential uses
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in the MU-D-100, MU-SC-120, and MU-SB-100 zones. The proposed amendments will minimize impacts and compatibility conflicts. The proposed amendments address the neighborhood character through maintaining existing development standards that the City has already determined are consistent with the General Plan goals and policies. Adoption of the proposed Ordinance amendments will continue to encourage high-quality residential development in San Carlos and compliance with State objectives and law.
2. The ordinance amendment is consistent with the purpose of the Zoning Title to promote the growth of the City in an orderly manner and to promote and protect the public health, safety, peace, comfort and general welfare.
Basis for Finding: The proposed Ordinance amendments are consistent with the Zoning Title because they propose to temporarily exclude certain sites from SB 79, as allowed by State Law, which will preserve existing zoning standards on excluded sites. This will ensure consistency with the General Plan and will minimize impacts and compatibility conflicts, which promotes the growth of the City in an orderly manner and promotes and protect the public health, safety, peace, comfort and general welfare while the City develops a more comprehensive Alternative TOD Plan in conjunction with the next housing element update to facilitate development at the levels prescribed by SB 79 in a manner that is consistent with the City’s character.
B. Zoning District Boundary Amendment Findings (Zoning Map Amendments)
1. The change in district boundaries is consistent with the General Plan.
The zoning map amendment includes no changes to zoning district boundaries. The zoning map amendment only indicates parcels subject to Chapter 18.25.A, an ordinance amendment shown to be consistent with 2023-2031 Housing Element and General Plan Land Use Element goals, policies, and actions.
2. The change in district boundaries is consistent with the purpose of the Zoning title to promote the growth of the City in an orderly manner and to promote and protect the public health, safety, peace, comfort and general welfare.
The zoning map amendment includes no changes to zoning district boundaries. The zoning map amendment only indicates parcels subject to Chapter 18.25.A, an ordinance amendment shown to be consistent with the purpose of the Zoning title to promote the growth of the City in an orderly manner and to promote and protect the public health, safety, peace, comfort and general welfare.
3. The change in district boundaries is necessary to achieve the balance of land uses desired by the City, consistent with the General Plan, and to increase the inventory of land within a given zoning district.
The zoning map amendment includes no changes to zoning district boundaries. The zoning map amendment only indicates parcels subject to Chapter 18.25.A. The exclusion of the parcels from SB 79 is necessary to maintain a balance between State law and local land use desired by the City. The zoning map amendment is associated with a temporary ordinance, the adoption of
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which will allow San Carlos to develop a comprehensive TOD Alternative Plan as part of, and fully consistent with, the next (7th cycle) City of San Carlos Housing Element.
SECTION 3: Addition of Code. San Carlos Municipal Code Title 18, Chapter 18.25.A (Applicability of Government Code Section 65912.157 [Senate Bill 79]) is hereby added with the language in Exhibit A and the Zoning Map is amended as shown in Exhibit B.
NOW, THEREFORE BE IT RESOLVED by the City Council of the City of San Carlos as follows:
SECTION 4: The City Council hereby approves the Municipal Code Ordinance amendment attached as Exhibits A and B.
SECTION 5: CEQA. The City Council hereby finds that this Ordinance is not subject to the provisions of the California Environmental Quality Act (“CEQA”) because the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment. The proposed amendments to the San Carlos Municipal Code as mentioned above are consistent with the programs and policies of the San Carlos 2030 General Plan and 2023-2031 Housing Element and are within the scope of the activities and impacts identified in San Carlos 2023-2031 Housing Element Environmental Impact Report (EIR). No new environmental effects have been found, and no new mitigation is necessary. Therefore, no additional environmental review is required pursuant to Public Resources Code Section 21166 and CEQA Guidelines (Cal. Code Regs., tit. 14) Sections 15060(c)(2) [Preliminary Review] and 15061(b)(3) [“common sense exemption”]. In addition, adoption of an ordinance under SB 79’s procedures specified in Government Code Section 65912.160 are statutorily exempt from CEQA review. Future development projects subject to temporary SB 79 exclusions may be required to undergo a separate CEQA review and approval process as required by State Law. Furthermore, all future discretionary residential development projects subject to review under the Objective Design Standards would be required to undergo a separate, project-specific CEQA review and approval process as required by State Law.
SECTION 6: Severability. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council of the City of San Carlos hereby declares that it would have adopted this Ordinance sentence by sentence, paragraph by paragraph, and section by section, and does hereby declare that any provisions of this Ordinance are severable and, if for any reason any sentence, paragraph or section of this Ordinance shall be held invalid, such decisions shall not affect the validity of the remaining parts of this Ordinance.
SECTION 7: Publication and Effective Date. This Ordinance shall be published and posted according to law and shall take effect and be in force from and after 30 days after its passage and adoption.
* * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Ordinance was introduced on the 23rd day of March, 2026 and passed and adopted as an Ordinance of the City Council of the
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City of San Carlos at a regular meeting thereof held on the 13th day of April, 2026 by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
____________________________
MAYOR of the City of San Carlos
Exhibits:
A. Proposed Amendments to Title 18 shown in redline
B. Proposed Amendments to San Carlos Zoning Map
AYES, COUNCILMEMBERS:
NOES, COUNCILMEMBERS:
ABSENT, COUNCILMEMBERS:
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Exhibit A
Chapter 18.25.A
APPLICABILITY OF GOVERNMENT CODE SECTION 65912.157 (SENATE BILL 79) Sections:
18.25A.010 Purpose.
18.25A.020 Applicability.
18.25A.030 Exclusion.
18.25.A.010 Purpose.
The specific purposes of this chapter are to temporarily exclude certain sites from the applicability of SB 79 (2025) (Gov. Code §§ 65912.155 – 65912.162) because such sites already allow development at or above 50 percent of the levels otherwise required under Government Code Section 65912.157(a).
18.25.A.020 Applicability.
This chapter applies to sites that are: (1) zoned MU-DC-100, MU-D-120, MU-SC-120, and RM- 100; and (2) located within one-quarter mile of the San Carlos Caltrain Station, including all parcels indicated on the zoning map.
18.25.A.030 Exclusion.
Pursuant to Government Code section 65912.161(b)(1), the sites identified in Section
18.25.A.020 are excluded from the applicability of Government Code section 65912.157, or successor section, until one year following the adoption of the seventh revision of the housing element. The sites identified in Section 18.25.A.020 remain subject to applicable local standards, including, but not limited to, General Plan and zoning standards.
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Exhibit B
City of San Carlos Zoning Map Amendment
Sites Excluded from Government Code Section 65912.157 SB (Senate Bill) 79
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CITY COUNCIL
STAFF REPORT
MEETING DATE: April 13, 2026
ITEM TITLE: Adopt Ordinance 1635 Amending Planned Development Ordinance 1265 and Adopting a Planned Development (PD) Plan for the Property Known as the San Carlos Elms Senior Assisted Care Facility (APN 050-152-320) 707 Elm Street (PD-14).
RECOMMENDATION:
The Planning and Transportation Commission recommends that the City Council adopt Ordinance 1635, amending Planned Development Ordinance 1265, and approving a Planned Development Plan.
FISCAL IMPLICATIONS:
There are no fiscal implications, and no additional funding is needed.
The applicant has paid the appropriate application fees. The project will be required to pay building permit fees and applicable impact fees.
BACKGROUND:
The Planning and Transportation Commission, at its March 2, 2026 meeting, adopted Resolution PTC2026-02, recommending that the City Council adopt an Ordinance amending Planned Development Ordinance 1265 and approve the associated Planned Development Plan to allow an addition to the existing San Carlos Elms Senior Assisted Care Facility at 707 Elm Street. The Commission also approved a Conditional Use Permit and Design Review, subject to the adoption of the Planned Development Ordinance.
The City Council, at its March 23, 2026 meeting, conducted the public hearing and introduced Ordinance 1635 amending Planned Development Ordinance 1265 and approving a Planned Development Plan.
ANALYSIS:
The Planned Development Ordinance 1635 and the new Planned Development Plan amends Planned Development Ordinance 1265 to allow for an addition and interior remodel to the existing assisted living facility with the following PD amendments:
Increase the maximum number of units permitted on site from 103 to 106 Increase the maximum number of residents from 126 to 130 Increase the allowed building coverage from 65% of the subject site to 70% Remove minimum parking requirements to comply with Assembly Bill 2097
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Prohibit architectural projections within three (3) feet of the property line Require landscaping to be in good health for the life of the project ENVIRONMENTAL DETERMINATION:
The project is exempt from the California Environmental Quality Act (CEQA) under Section 15301, Class 1 (e)(2) - Existing Facilities.
ALTERNATIVES:
The alternatives available to the City Council include:
1. Adopt Ordinance 1635 Amending Planned Development Ordinance 1265 and Adopting a Planned Development (PD) Plan for the Property Known as the San Carlos Elms Senior Assisted Care Facility (APN 050-152-320) 707 Elm Street (PD-14); or
2. Do not adopt Ordinance 1635; or
3. Provide staff with alternative direction.
Respectfully submitted by:
Al Savay, Community Development Director
Approved for submission by:
____________________________
Nil Blackburn, Interim City Manager
ATTACHMENT(S):
1. Ordinance 1635
Exhibit A to Ordinance – Planned Development Plan
Exhibit B to Ordinance – Findings for 707 Elm Street
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ORDINANCE NO. 1635
AN ORDINANCE OF THE CITY OF SAN CARLOS
AMENDING PLANNED DEVELOPMENT ORDINANCE 1265 AND ADOPTING A
PLANNED DEVELOPMENT (PD) PLAN FOR THE PROPERTY KNOWN AS THE SAN CARLOS ELMS SENIOR ASSISTED CARE FACILITY (APN 050-152-320) 707 ELM STREET (PD-14).
WHEREAS, the City Council of the City of San Carlos adopted Ordinance 1137 on October 12, 1993, amending the Zoning Map to rezone the site to Planned Community and adopted a Plan of Development for the San Carlos Senior Assisted Care Facility at 707 Elm Street (APN 050-152-320); and
WHEREAS, the construction of the San Carlos Elms Senior Assisted Care Facility, an assisted living facility with 85 senior living units, including 17 units available for low-income persons, common dining room and underground parking was completed on May 31,1996, in accordance with the approved Plan of Development; and
WHEREAS, on July 26, 1999, the City Council adopted Ordinance 1265 amending the adopted Planned Development Plan for the addition of 14 memory care units and 4 senior living units to the San Carlos Elms Senior Assisted Care Facility including four (4) additional units available for low-income persons, totaling 21 below market rate units; and
WHEREAS, on December 5, 2024, San Carlos Elms, property owner, submitted an application to amend the Planned Development Plan to allow a 6,232 square foot addition and modify the internal layout, resulting in three (3) additional senior living units; and
WHEREAS, at a duly noticed public hearing held on March 2, 2026, the Planning and Transportation Commission approved the Conditional Use Permit and Design Review Certificate for the building remodel subject to the effective date of the Planned Development Ordinance; and
WHEREAS, by Resolution PTC2026-02, adopted on March 2, 2026, the Planning and Transportation Commission recommended that the City Council approve the Ordinance amending the Planned Community Zoning Regulation and adopting an amended Planned Development Plan set forth in Exhibit A to this Ordinance; and
WHEREAS, the project is exempt from the California Environmental Quality Act (CEQA) under Section 15301, Class 1(e)(2) - Existing Facilities.
WHEREAS the City Council of the City of San Carlos held a duly noticed public hearing on March 23, 2026 to consider the proposed Planned Development Ordinance and Planned Development Plan.
NOW, THEREFORE BE IT ORDAINED by the City Council of the City of San Carlos as follows:
SECTION 1: that the City Council hereby amends and adopts the Planned Development Zoning Regulations for that land known as the San Carlos Elms Senior Assisted Care Facility located at 707 Elm Street (APN 050-152-320).
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SECTION 2: That the City Council hereby adopts the Planned Development Plan which consists of EXHIBIT A - SAN CARLOS ELMS RENOVATION PLANS CONSISTING OF 46 SHEETS DATED 12/05/2025
The Standards of Development in this PD District are as follows:
1. The permitted use of the property shall be for an assisted living facility for seniors. Said use is more specifically defined as a residence providing room, board and care for more than 6 ambulatory or non-ambulatory persons 60 years of age or older, in which professional nursing care may be required, and when licensed or approved by the County of San Mateo or the State of California.
2. The maximum number of dwelling units permitted on the property shall not exceed 106.
No more than 130 people are permitted to reside within the Residential Care facility. The development shall contain a common dining room, and three meals per day shall be provided on a regular basis for all residents.
3. The following minimum setback shall be maintained: Front yard (Elm Street) – 15 feet, interior side yards - 9 feet, street side yard (Cherry Street) – 7.5 feet, rear yard 9.5 feet.
All architectural projections shall not extend closer than 3 feet from any property line, including any eves and overhangs. Below grade structures may encroach into any required yards.
4. The building height for the project shall not exceed 44 feet from finished grade to the highest point of the structure as indicated on the Planned Development Plan.
5. The aggregate building coverage shall not exceed 70% of the site.
6. Fences located within any required front yard setback may not exceed 4 feet in height. All other fences may not exceed 6 feet in height.
7. Prior to the issuance of a Building Permit, all fire safety requirements as required by the Fire Marshall shall be addressed, or provisions shall be made for their implementation to the satisfaction of the Fire Marshall.
8. Landscaping shall be maintained in good health for the life of the project as approved in the Planned Development Plan.
9. The project shall be constructed in accordance with all requirements of the most recent Design Review Certificate, Conditional Use Permit and approved Planned Development Plan.
10. The Development Schedule for the complete implementation of the Planned Development Plan shall be three (3) years from the effective date of this Ordinance. An approved Planned Development Plan that has not been exercised may be renewed for a two-year period, approved by the City Council after a duly-noticed public hearing. Application for renewal shall be made in writing between thirty and one hundred twenty days prior to the expiration of the original approval.
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SECTION 3: The City Council hereby declares that it would have passed this Ordinance sentence by sentence, paragraph by paragraph, and section by section, and does hereby declare that any provisions of this Ordinance are severable, and if for any reason any sentence, paragraph or section of this Ordinance shall be held invalid, such decision shall not affect the validity of the remaining parts of this Ordinance.
SECTION 4: This Ordinance shall be published and posted according to law and shall take effect and be in force from and after 30 days after its passage and adoption. * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Ordinance was introduced on the 23rd day of March, 2026 and passed and adopted as an Ordinance of the City Council of the City of San Carlos at a regular meeting thereof held on the 13th day of April, 2026 by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
____________________________
MAYOR of the City of San Carlos
Exhibits:
A. Planned Development Plan
B. Findings for the San Carlos Elms Senior Assisted Living Facility, 707 Elm Street AYES, COUNCILMEMBERS:
NOES, COUNCILMEMBERS:
ABSENT, COUNCILMEMBERS:
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April 13, 2026
Packet Pg. 879
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April 13, 2026
Packet Pg. 880
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April 13, 2026
Packet Pg. 881
83 '1
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April 13, 2026
Packet Pg. 882
/,1(7$%/(
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April 13, 2026
Packet Pg. 883
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April 13, 2026
Packet Pg. 884
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April 13, 2026
Packet Pg. 885
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April 13, 2026
Packet Pg. 886
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9.o
April 13, 2026
Packet Pg. 887
83 '1
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9.o
April 13, 2026
Packet Pg. 888
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9.o
April 13, 2026
Packet Pg. 889
35(/,0,1$5<)255(9,(:21/<127)25&216758&7,21
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9.o
April 13, 2026
Packet Pg. 890
/
3/$11,1*68%0,77$/
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9.o
April 13, 2026
Packet Pg. 891
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April 13, 2026
Packet Pg. 892
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9.o
April 13, 2026
Packet Pg. 893
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April 13, 2026
Packet Pg. 894
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