The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work as provided pursuant to “Changes to the Work” elsewhere in the Contract Documents. 6-1.10 TERMINATION.
6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF
CITY. The Department reserves the right to terminate the Contract at any time and for any reason if the Director determines that to do so would be in the best interest of the City. Any termination which is not based on the circumstances set forth in Section 6.1-10B below shall be effected by delivery to the Contractor of a Notice of Termination specifying the extent to which performance of Work under the Contract is terminated, and the date upon which such termination becomes effective.
Upon the Contractor’s receipt of a written Notice of Termination for convenience, the Contractor shall cease Work as to those portions of the project so terminated and shall undertake the steps outlined in Section 6-1.10B below.
1. Acceptance of the Contract as hereinafter specified shall not relieve the Contractor of responsibility for damage to materials except as follows:
a. The Contractor's responsibility for damage to materials for which partial payment has been made as provided in Section 7-1.07, “Progress Payments,” of these General Conditions and for materials furnished by the City for use in the Work and unused shall terminate when the Director certifies that such materials have been stored in the manner and at the locations he or she has directed.
City of Roseville California GC - 7:20
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] b. The Contractor's responsibility for damage to materials purchased by the City subsequent to the issuance of the notice that the Contract is to be terminated shall terminate when title and delivery of such materials has been taken by the City.
c. When the Director determines that the Contractor has completed the Work under the Contract directed to be completed prior to termination and such other Work as may have been ordered to secure the project for termination, the Contractor will recommend that the City formally accept the Work, and immediately upon and after such Acceptance by the City, the Contractor will not be required to perform any further Work thereon and shall be relieved of its contractual responsibilities for injury to persons or damage to property which occurs after the formal Acceptance of the project by the City.
2. The total compensation to be paid to the Contractor shall be determined by the Director on the basis of the following:
a. The reasonable cost to the Contractor, without profit, for all Work performed under the Contract, including mobilization, demobilization and Work done to secure the project for termination. Reasonable cost will include a reasonable allowance for project Overhead and general administrative Overhead not to exceed a total of seven percent (7%) of Direct Costs of such Work.
b. A reasonable allowance for profit on the cost of the Work performed as determined under subsection (a), provided the Contractor establishes to the City of Roseville California GC - 7:21
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] satisfaction of the Director that it is reasonably probable that it would have made a profit had the Contract be completed and provided further, that the profit allowed shall in no event exceed four percent (4%) of said cost. c. The reasonable cost to the Contractor of handling material returned to the vendor, delivered to the Department or otherwise disposed of as directed by the Director.
d. A reasonable allowance for the Contractor's administrative costs in determining the amount payable due to termination of the Contract.
All records of the Contractor and the Contractor's Subcontractors, necessary to determine compensation in accordance with this Section, shall be open to inspection or audit by representatives of the Department at all times after issuance of the notice that the Contract is to be terminated and for a period of three (3) years, and such records shall be retained for that period.
After Acceptance of the Work by the Director, the Director may make payments on the basis of interim estimates pending issuance of the Final Statement, when in his or her opinion the amount thus paid, together with all amounts previously paid or allowed, will not result in total compensation in excess of that to which the Contractor will be entitled. All payments, including payment upon the Final Statement, shall be subject to deduction for prior payments and amounts, if any, to be kept or retained under the provisions of the Contract.
In the event that the City terminates this Contract under Section 6-1.10B below and it is determined for any reason that there was not sufficient cause to do so, the City’s termination automatically will convert to a termination for convenience under this section and the terms and conditions outlined in this section automatically will be applied to effectuate the Contract City of Roseville California GC - 7:22
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] termination. Thus, damages to which a Contractor may be entitled as a result of an improper default termination will be limited to the amounts provided for in this section.
The provisions of this section shall be included in all subcontracts. 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE. An
“Event of Default” as referred to in this section shall occur if the Contractor:
1. Fails to maintain progress of the Work in accordance with the requirements of the Contract Documents; or
2. Fails to prosecute the Work or any of its components in accordance with the Contract Documents; or
3. Persistently or repeatedly fails or refuses to supply sufficient properly skilled workers or proper material to permit the performance of the Work in accordance with the Contract Documents; or
4. Fails to make prompt payment to Subcontractors or Suppliers in accordance with the respective agreements between the Contractor and the Subcontractor and Contractor and Supplier; or
5. Fails to comply with applicable laws, ordinances or rules, regulations or orders of a public authority having jurisdiction over the Work; or
6. Abandons, assigns or sublets the Contract without approval of the City; or
7. Becomes bankrupt or is subject to appointment of a receiver on behalf of the Contractor; or
8. Otherwise is guilty of a substantial breach of a provision of the Contract Documents.
Upon the City’s reasonable belief that there has been an Event of Default by the Contractor, the City may elect to give the Contractor written notice thereof. The Contractor City of Roseville California GC - 7:23
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] thereafter shall cure the default as soon as possible and in no event after ten (10) Days from the Contractor’s receipt of the City’s written notice.
If the Contractor does not timely cure its default, the City may, without waiver of any of its other rights and remedies, elect to terminate the Contract, or portion thereof.
Upon the City’s election to terminate the Contract, or portion thereof, the City shall have the right to complete the Work, or portion involved, by whatever means and methods it deems expedient, including the hiring of others on such terms as the City deems advisable. The City shall have the right to take possession of the Contractor’s materials, plant, tools, equipment and property of any kind provided by or on behalf of the Contractor for the purpose of the Work, or a portion of them, without being responsible to the Contractor for wear and tear. The Contractor shall have no rights in such property during its use by the City. The City shall not be required to obtain the lowest prices for completing the Work or a portion of it but shall make such expenditures as, in the City’s sole judgment, best accomplish such completion.
The expense of completing such Work or portion thereof, together with a reasonable charge for engineering, managerial and administrative services, as certified by the City, shall be charged to the Contractor, and the expense so charged shall be deducted by the City out of such monies as may be due or may at any time thereafter become due to the Contractor. In case such expense is more than the sum which otherwise would have been payable to the Contractor under the Agreement, then the Contractor or its surety or sureties shall promptly pay the amount of such excess so due. When the City terminates the Contract under this section, the Contractor shall not be entitled to receive any further payments until the Work is completed and there has been a final settlement of costs of completing the Work covered by such notice of default.
The City will issue to the Contractor a written notice specifying that the Contract, or City of Roseville California GC - 7:24
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] portion thereof, is terminated. Upon receipt of said written notice and, except as otherwise directed in writing by the City, the Contractor shall:
1. Stop all Work under the Contract; or if partial termination, stop Work relating to the terminated portion of the Agreement;
2. Perform Work the City deems necessary to secure the Work Site for termination including measures to leave the Work Site in a safe condition;
3. Remove equipment from the site of Work, as specified by the City;
4. Take such action as is reasonably necessary to protect materials from damage;
5. Notify all Subcontractors and Suppliers that the Contract or portion thereof is being terminated and that their contracts or orders are not to be further performed unless otherwise authorized in writing by the City;
6. Provide the City with an inventory list of all materials previously produced, purchased or ordered from Suppliers for use in the Work and not yet used in the Work, including its storage location, and such other information as the City may request;
7. Dispose of materials not used in the Work as directed by the Director. It shall be the Contractor’s responsibility to provide the City (a) with good title to all materials purchased by the City hereunder, including materials for which partial payment has been made by the City and (b) with bills of sale or other documents of title for such materials;
8. Subject to the prior written approval of the City, settle all outstanding liabilities and all claims arising out of Subcontractors or orders for materials terminated hereunder.
To the extent directed by the City, the Contractor shall assign to the City all rights, City of Roseville California GC - 7:25
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] title and interests of the Contractor under subcontracts or orders for materials terminated hereunder. The City shall be at liberty to negotiate with and engage any Subcontractors who had contracted with the Contractor for the Work;
9. Furnish the City with the documentation required to be furnished by the Contractor under the provisions of the Contract Documents, including, on projects as to which Federal funds are involved, all documentation required under the Federal requirements included in the Agreement; and
10. Take such other actions as the City may direct.
If only a portion of the Work has been terminated, the Contractor shall perform the remainder of the Work in conformity with the Contract Documents and in such a manner as not to interfere with the City or others in their performance and completion of the portion of the Work which was terminated.
The City may recover from the Contractor the amount of any loss or damage, including consequential damages, suffered or incurred as a result of the Contractor’s default.
City of Roseville California GC - 7:1
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 7
ACCEPTANCE AND PAYMENT
7-1.01 ACCEPTANCE. When the Contractor believes that the entire Work is fully and finally completed, including the satisfactory completion of inspections, tests, and documentation specified in the Contract Documents and completion of all punch list and cleanup items, the Contractor shall submit to the City a written request for final Acceptance within fifteen (15) Days thereafter, specifying that the Work is fully and finally completed and the date on which it was completed. Within thirty (30) Days after receipt of the request for final Acceptance, the City will inspect the Work and will either:
1. Reject the request for final Acceptance, specifying the defective and/or uncompleted portions of the Work; or
2. Notify the Contractor that the Work will be accepted by Resolution of the City Council of the City of Roseville, and a Notice of Completion will be caused to be recorded by the City Clerk; or
3. Notify the Contractor that the Work has been accepted by the City but no Notice of Completion will be recorded.
If the City rejects the request for final Acceptance, the Contractor shall promptly remedy the defective and/or uncompleted portions of the Work. Thereafter, the Contractor shall again submit a written request for final Acceptance of the Work, specifying a new date based on the date the defective and/or uncompleted portions of the Work were corrected. Thereafter, the foregoing procedure shall apply successively until the City has verified that the Work is fully and finally completed and accepted the Work by Resolution of the City Council or by written City of Roseville California GC - 7:2
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] notification from the Director. Immediately upon such Acceptance, the Contractor shall be relieved of the duty of maintaining the Work as a whole.
All warranties commence upon final Acceptance of the Work. The City’s final Acceptance of the Work shall not be construed as an acceptance by the City of any latent defects discovered with regard to the Contractor’s work. Furthermore, Contractor’s obligations under Section 5-1.22 “Responsibility for Damage and Indemnification” shall still remain applicable after the City’s grant of final Acceptance of the Work.
Prior to final Acceptance, the Contractor shall submit to the City the Record Documents and Operation and Maintenance Manuals as specified in the Contract Documents. 7-1.02 SCOPE OF PAYMENT. The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed Work and for performing all Work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the Work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the Acceptance by the Director and for all risks of every description connected with the prosecution of the Work, also for all expenses incurred in consequence of the suspension or discontinuance of the Work as provided in the Contract; and for completing the Work according to the Contract. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of any obligation to make good any defective Work or material.
No compensation will be made in any case for loss of anticipated profits. 7-1.03 NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to the payment of any additional compensation for any act or failure to act by the City, City of Roseville California GC - 7:3
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless the Contractor has given the City due written Notice of Potential Claim as hereinafter specified, provided, however, that compliance with this Section 7-
1.03 shall not be a prerequisite as to matters within the scope of the notice provisions in Section 6-1.07, “Time of Completion,” or the notice provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions, nor to any claim which is based on differences in measurement or errors of computation as to correct quantities.
The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within seven (7) Days after the happening of the event, thing, occurrence or other cause giving rise to the potential claim.
If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) Days after such work is performed.
Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.
If there is a dispute over any claim, the Contractor shall continue to Work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be City of Roseville California GC - 7:4
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] governed by all applicable provision of the Agreement.
The Contractor shall maintain cost records of all Work that is the basis of any dispute.
On a daily basis, Contractor shall submit to City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work.
These daily forms shall itemize all of Contractor’s costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of the Contractors’ daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of the Contractor’s right to claim any additional compensation for the disputed work.
Each Contractor claim shall include full and complete information concerning the Claim.
Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.
The City will review any timely Notice of Potential Claim and supporting information City of Roseville California GC - 7:5
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.
If an agreement can be reached which resolves the Contractor’s claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these General Conditions, including but not limited to Section 7-1.04.
It is the intention of this Section 7-1.03 that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that it shall have no right to additional compensation for any Claim that may be based on any such act, failure to act, event, thing or occurrence for which no timely written Notice of Potential Claim as herein required was filed. 7-1.04 CLAIMS. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim.
Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) Days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time City of Roseville California GC - 7:6
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] specified herein, such Claim shall be deemed rejected in its entirety.
Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) Days after the City issues its written statement.
If the Contractor disputes the City’s written response, or if the City does not respond within the time specified herein, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within thirty (30) Days for settlement of the dispute.
Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) Days after the City issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 7-1.05 below.
7-1.05 DISPUTE RESOLUTION PROCEDURE. All Claims not resolved City of Roseville California GC - 7:7
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] pursuant to Section 7-1.04, shall be resolved pursuant to Public Contract Code Section 10240, et seq.
7-1.06 STOP PAYMENT NOTICES. The City, by and through the Department or other appropriate office or officers, may at its option and at any time retain out of any amounts due the Contractor, sums sufficient to cover claims, filed pursuant to Civil Code Section 9350, et seq., including an amount to provide for the reasonable cost of any litigation thereunder. 7-1.07 PROGRESS PAYMENTS. Within fifteen (15) Days after the effective date in the Notice to Proceed, but in any event prior to Contractor’s first Application for Payment, the Contractor shall submit to the City a detailed Schedule of Values.
Upon its approval, the Schedule of Values will form a basis for determining the compensation payable to the Contractor based on its actual progress of Work with respect to each Lump Sum bid item. The City, prior to any progress payment being made, must approve the Schedule of Values.
At the Director’s discretion the approved Schedule of Values may be used as the basis for calculating the adjustment in compensation for a lump sum bid item due to changes ordered by the Director. When an ordered change increases or decreases the quantities shown in an approved Schedule of Values, at the Director’s discretion, the adjustment in compensation may be determined in the same manner specified for increases and decreases in the quantity of a bid item of work in accordance with Section 3-1.05(B), “Contract Price Adjustment,” of these General Conditions.
The Contractor once in each month shall submit an Application for Payment, for approval by the Director. Contractor’s Applications shall be based on the Schedule of Values submitted to the City. These applications shall be supported by: (1) documentation requested by the City to City of Roseville California GC - 7:8
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] substantiate the payment request; (2) statutory releases from Contractor and all Subcontractors and suppliers pursuant to Civil Code Sections 8132 and 8138; and (3) certified payroll records for the period for which payment is requested. Specifically, the Contractor will submit conditional waivers upon progress payment executed by all contractors and suppliers that will be receiving sums sought in the instant payment request and also submit unconditional waivers upon progress payment executed by all contractors and suppliers that have been paid to the date of the payment request. The Contractor shall certify that the Work for which payment is requested has been accomplished. When requested by the City, the Contractor shall submit receipts, invoices and other documentation that the City requires to be furnished for purpose of evaluating the application.
The City will pay the Contractor within thirty (30) Days after its receipt of an undisputed and properly submitted Application for Payment, after deducting all previous payments, retention, and other sums as described in the Contract Documents. Within seven (7) Days of its receipt of the Contractor’s Application for Payment, the City will determine whether it complies with the provisions of the Contract Documents. As appropriate, the City will return the application to the Contractor accompanied by a document prepared by the City setting forth the reasons for the rejection. Thereafter, the Contractor shall correct and resubmit the Application for Payment. Progress payments may be withheld for Work that is not performed in accordance with the Contract Documents.
The City may deduct the following from each progress payment:
1. An amount equal to one hundred and twenty-five percent (125%) of the amount claimed under any stop payment notice or other lien filed against the Contractor, which includes an amount to provide for the reasonable cost of any litigation City of Roseville California GC - 7:9
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] thereunder.
2. Any Liquidated Damages or Assessments that have accrued as of the date of the Application for Payment.
3. Any sums expended by the City in performing any of the Contractor’s obligations under the Agreement that the Contractor has failed to perform.
4. Any other sums that the City is entitled to recover from the Contractor under the terms of the Contract including damages to the City’s property.
5. The failure of the City to deduct any of the above identified sums from a progress payment shall not constitute a waiver of the City’s right to such sums.
No such estimate or payment shall be construed to be an acceptance of any defective Work or improper materials.
Under no circumstances will the City make payment to unlicensed Contractors. As a condition of payment, the Contractor is required to maintain the applicable Contractor’s license as identified in the Notice to Contractors for the duration of the Work. 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND.
Partial payments may be made to the extent of seventy-five percent (75%) of the cost of materials and equipment plus delivery to be incorporated in the Work, provided that such materials and equipment meet the requirements of the Contract Documents and are delivered to acceptable sites on the plant site or at other sites in the vicinity that are acceptable to the City and only with the prior written approval by the City. Such delivered costs of stored or stockpiled materials and equipment may be included in the next progress payment after the following conditions are met:
A. Equipment and materials will only be eligible if given conditional or final City of Roseville California GC - 7:10
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Acceptance by the Director and are in apparent compliance with favorably reviewed Submittals.
B. Only equipment or materials which have received favorable review of Shop Drawings will qualify.
C. The material or equipment has been stored or stockpiled adequately protected against damage in a manner acceptable to the Director at an approved site.
D. The Contractor has furnished the Director with acceptable evidence of the quantity and the quality of such stored or stockpiled materials or equipment with identification of where they will be incorporated into the project with Specification reference.
E. The Contractor has furnished the Director with satisfactory evidence that the material or equipment and transportation costs have been paid.
F. The Contractor has furnished the City legal title (free of liens or encumbrances of any kind) and lien releases to the material or equipment so stored or stockpiled.
G. The Contractor has furnished the City evidence that the material or equipment so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the Work.
It is understood and agreed that the transfer of title and the City payment for such stored or stockpiled materials or equipment shall in no way relieve the Contractor of its responsibility for furnishing and placing such materials or equipment in accordance with the requirements of the Contract Documents.
In no case will the amount of progress payments for materials or equipment on hand exceed the Contract Price for such materials or equipment or the Contract Price for the Contract item in which the material is intended to be used.
No partial payment will be made for stored or stockpiled living or perishable plant City of Roseville California GC - 7:11
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] materials.
The Contractor shall bear all costs associated with the progress payment of stored or stockpiled materials or equipment in accordance with the provisions of this Section. 7-1.09 RETENTION ON PROGRESS PAYMENTS. From each progress payment estimate, five percent (5%) will be deducted and held in retention by the City. The remainder, less any deductions described in Section 7-1.07, “Progress Payments,” of these General Conditions, will be paid to the Contractor as progress payments.
Pursuant to Public Contract Code Section 22300, the successful Bidder may submit Securities in lieu of retention payments by the City. Upon the Contractor’s request, the City will make payment of funds withheld from progress payments, pursuant to the requirements of California Public Contract Code Section 22300, if the Contractor deposits in escrow with the City or with a bank acceptable to the City, securities eligible for investment under California Government Code Section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the City, upon the following conditions:
1. The Contractor shall bear the expenses of the City and the escrow agent in connection with the escrow deposit made.
2. Securities or certificates of deposit to be placed in escrow shall be of a value at least equivalent to the amounts of retention to be paid to the Contractor pursuant to this section.
3. Contractor shall enter into an escrow agreement satisfactory to the City, which agreement shall be substantially similar to the form provided in California Public Contract Code section 22300.
City of Roseville California GC - 7:12
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
4. The Contractor shall obtain the written consent of the surety to such agreement.
7-1.10 FINAL PAYMENT. Final payment will be made only after Contractor has achieved Final Completion of the Work pursuant to the provisions of Section 7-1.01, “Acceptance,” of these General Conditions. Before final payment can be made, the Contractor shall have furnished the City with the following:
1. All Record Documents, catalogues, instruction sheets and information as required by the Contract Documents.
2. Conditional Waivers and Releases Upon Final Payment executed by Contractor and all Subcontractors and Suppliers, as provided by Civil Code Section 8136. Unconditional Waivers and Releases Upon Final Payment, as provided in Civil Code Section 8138, executed by Contractor and all Subcontractors and Suppliers, must be provided for all Subcontractors and Suppliers that have been paid in full.
Within thirty (30) Days of the date of the City’s Acceptance of the Work, the Contractor shall prepare and submit a Final Invoice, showing the proposed total amount due the Contractor, segregated by Bid item quantities, Change Order Work, and other basis for payments; deductions made or to be made for prior payment; and amounts previously retained. Prior invoices and payments shall be subject to correction in the proposed Invoice for Final Payment. Payments to the Contractor will be made only for actual quantities of the Contract items of work constructed in accordance with the Contract Documents.
The City will review the Contractor’s proposed Final Invoice and necessary changes or corrections will be forwarded to the Contractor. Within ten (10) Days thereafter, the Contractor City of Roseville California GC - 7:13
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] shall submit a revised proposed Final Invoice incorporating changes or corrections made by the City together with any new claims resulting therefrom. Upon approval by the City, the corrected proposed Final Invoice will become the approval Final Invoice.
If agreements are reached on all questions regarding the Final Invoice, the City will pay the entire sum found due on the approved application. However, the City will withhold sums sufficient to pay all unsettled claims for which stop payment notices have been filed pursuant to Section 9350, et seq. of the California Civil Code, together with the reasonable cost of any litigation thereunder.
Final payment will be made within thirty (30) Days after receipt of an approved Final Invoice and other required Submittals referenced above or within sixty (60) Days after Acceptance of the work by the City, whichever is later, provided, however, that if an approved Final Invoice has not been submitted within sixty (60) Days after Acceptance of the Work by the City, the City may elect to make payment of sums not in dispute without prejudice to the right of either the City or the Contractor in connection with such disputed sums. Notwithstanding the foregoing, if a Notice of Completion is recorded, final payment shall not be made prior to the expiration of the thirty-five (35) calendar day lien period. The start of this lien period is the date the Placer County Recorder’s Office records the Notice of Completion.
The City may withhold from the Final Payment an amount not to exceed one hundred fifty percent (150%) of any amount in dispute between the City and the Contractor.
The making of Final Payment shall not operate to release the Contractor or its sureties from obligations arising under the Contract, the Contract bonds and warranties as herein provided. Specifically, the making of final payment shall not constitute a waiver and release of claims by the City arising from:
City of Roseville California GC - 7:14
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
1. Unsettled or future liens;
2. Failure of the Work to comply with the requirements of the Contract Documents;
3. The terms of any warranties required by or contained in the Contract Documents;
4. The right to any insurance proceeds or the right to make any insurance or bond claims;
5. Any claims with respect to Contractor’s obligations of indemnity with respect to claims asserted by third parties; or
6. Any latent deficiencies with the Work or Contractor’s fraud. 7-1.11 CLERICAL ERRORS. Notwithstanding the provisions of Section 7-
1.10, “Final Payment,” of these General Conditions, for a period of three (3) years after Acceptance of the Work, all estimates and payments made pursuant to said Section 7-1.10, are subject to correction for clerical errors in the calculations involved in the determination of quantities and payments. The Contractor and the City agree to pay to the other any sum due under the provisions of this Section 7-1.11, provided, however, if the total sum to be paid is less than $100, no such payment shall be made.
7-1.12 WARRANTY. Notwithstanding inspections and Acceptance by the City of Work furnished under the Contract Documents, the Contractor hereby unconditionally guarantees that all materials and equipment furnished will be of good quality and new, that the Work will be free from defects in workmanship and materials and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective.
City of Roseville California GC - 7:15
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] This warranty by the Contractor is in addition to any warranties or guarantees required elsewhere in the Contract Documents. This warranty shall be in effect notwithstanding any disclaimers, or limiting or conditional terms contained in such separate warranties furnished by manufacturers or suppliers.
The Contractor hereby agrees to repair or replace any and all Work, together with any other adjacent Work which may be displaced in so doing, that may prove to be not in accordance with the requirements of the Contract or that may be defective in its workmanship or material during the greater of a period of one (1) year after Acceptance of the Work by the City or the period specified in the Special Conditions, without any expense whatsoever to the City, ordinary wear and tear and unusual abuse or neglect excepted.
The Contractor further agrees, that within ten (10) Days after being notified in writing by the Department of any Work not in accordance with the requirements of the Contract Documents or of any defects in the Work, the Contractor will commence and prosecute with due diligence all Work necessary to fulfill the terms of this warranty, and to complete such Work within a reasonable period of time. In the event Contractor fails to comply, it does hereby authorize the Department to proceed to have such Work done at the Contractor's expense and the Contractor will honor and pay the cost and charges therefore upon demand. The Department shall be entitled to all costs and expenses, including reasonable attorneys’ fees, necessarily incurred upon the Contractor's refusal to honor and pay the above costs and charges.
All warranties set forth in the Contract Documents shall be deemed cumulative and not alternative or exclusive. Nothing contained in this section shall be construed to establish a period of limitation with respect to any other obligation, which Contractor has under the Contract Documents or under any separate warranty or guaranty required thereby. The establishment of a City of Roseville California GC - 7:16
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] specific warranty period relates only to the specific obligation of Contractor to correct defective Work, and it has no relationship to the time within which its obligation to comply with the Contract Documents or applicable provision of law may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to its obligations other than specifically to correct the Work. Without limiting the foregoing, it is understood and agreed that Contractor shall remain responsible for latent defects with its work, regardless of the expiration of any warranty period set forth in the Contract Documents. 7-1.13 WARRANTY OF TITLE. No material, supplies, or equipment for the Work under this Contract shall be purchased subject to any chattel mortgage, security agreement, or under a conditional sale or other agreement by which an interest therein or any part thereof is retained by the seller or supplier. The Contractor warrants good title to all material, supplies, and equipment Installed or incorporated in the Work and agrees upon completion of all Work to deliver the Premises, together with all improvements and appurtenances constructed or placed thereon by it, to the City free from any claim, liens, security interest, or charges, and further agrees that neither the Contractor nor any person, firm, or corporation furnishing any materials or labor for any Work covered by this Contract shall have any right to a lien upon the Premises or any improvement or appurtenances thereon. Provided, that this shall not preclude the Contractor from Installing metering devices and other equipment of utility companies, the title of which is commonly retained by the utility company. In the event of the Installation of any such metering device or equipment, the Contractor shall advise the City as to the legal owner thereof. Nothing contained in this paragraph, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the City.
City of Roseville California GC - 7:17
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The provisions of this paragraph shall be inserted in all subcontracts and material Contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal Contract is entered into for such materials.
[END OF GENERAL CONDITIONS]
City of Roseville California AB 626-1
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.
Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.
Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.
This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.
This bill would require a public entity, defined to exclude certain state entities, upon receipt City of Roseville California AB 626-2
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.
This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.
This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.
This bill would, on January 1, 2020, repeal the provision establishing the claim resolution City of Roseville California AB 626-3
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] process.
This bill would specify that these provisions constitute a matter of statewide concern.
The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.
This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.
The people of the State of California do enact as follows:
SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for City of Roseville California AB 626-4
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the City of Roseville California AB 626-5
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made City of Roseville California AB 626-6
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but City of Roseville California AB 626-7
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the City of Roseville California AB 626-8
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.
SECTION 2.
City of Roseville California AB 626-9
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.
SECTION 3.
If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.
City of Roseville California SC - i
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
SUPPLEMENTAL CONDITIONS
Project: 2022 Sewer Collection System CIPP Rehabilitation Project Table of Contents for Special Provisions
SC
Scope of Supplemental Conditions 1
Section 1: Definitions and Terms 2
Section 2: Control and Scope of the Work 3
Section 3: Changes in the Work 4
Section 4: Control of Materials 5
Section 5: Legal Relations and Responsibility 6
Section 6: Prosecution and Progress 10
Section 7: Acceptance and Payment 12
City of Roseville California SC - 1
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Scope of Supplemental Conditions
1. The Work shall be performed in accordance with the General Conditions and Department Standards, except as the General Conditions may be modified by the following additional City Standards, incorporated herein by this reference, if so indicated.
COMMUNITY DESIGN GUIDELINES
311 Vernon Street, Roseville, CA 95678
SPECIFICATIONS FOR COMMERCIAL CONSTRUCTION (ELECTRIC)
2090 Hilltop Circle, Roseville, CA 95747
PARKS CONSTRUCTION STANDARDS
316 Vernon Street, Suite 400, Roseville, CA 95678
X
DESIGN AND CONSTRUCTION STANDARDS
311 Vernon Street, Roseville, CA 95678
OTHER
Above documents are available at: www.roseville.ca.us
2. Numbering in these Supplemental Conditions conforms to that in the General Conditions. The existence of a section in these Supplemental Conditions means that the corresponding section in the General Conditions is modified in some respect. Unless otherwise specified, the modified General Condition is deleted entirely and the provisions of these Supplemental Conditions are substituted.
City of Roseville California SC - 2
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 1. DEFINITIONS AND TERMS
1-1.21 CONTRACT TIME. Section 1-1.21 of the General Conditions is replaced with the following:
The number of Days, or portion thereof, allowed for completion of the Work, including all authorized time extensions. Contract Time is based on calendar Days which includes weekend and Legal Holidays. The effective date for commencement of the Work specified in the Notice to Proceed shall define the beginning of the Contract Time. 1-1.24 DEPARTMENT. Section 1-1.24 of the General Conditions is amended to include the following:
The Department for Contract Administration is the Environmental Utilities Department of the City of Roseville.
City of Roseville California SC - 3
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 2. CONTROL AND SCOPE OF THE WORK
2-1.08 SUBMITTALS. Section 2-1.08 of the General Conditions is amended to include the following:
The Contractor shall submit all material submittals within the timelines included in the Specifications.
The time allowed for review of each submittal is 14 Days after receipt of the submittal by the Director.
City of Roseville California SC - 4
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 3. CHANGES IN THE WORK
There are no amendments to the General Conditions.
City of Roseville California SC - 5
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 4. CONTROL OF MATERIALS
There are no amendments to the General Conditions.
City of Roseville California SC - 6
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 5. LEGAL RELATIONS AND RESPONSIBILITY
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. Section 5-1.14 of the General Conditions is amended to include the following:
To the best of the City's knowledge, asbestos is not__ present in the vicinity of the Project. Additional information shall be made available to Contractor upon request. 5-1.19 PERMIT AND LICENSES. Section 5-1.19 of the General Conditions the General Conditions is amended to include the following:
The Contractor acknowledges and agrees that, prior to the submission of its’ bid for Work, it fully familiarized itself with the applicable Avoidance and Minimization Measures of the City’s Streambed Alteration Agreement for Routine Maintenance (Notification No. 1600-2016-0099-R2) with the California Department of Fish & Wildlife, which shall be made available to the Contractor upon request. For all Work performed within a dedicated riparian area, the Contractor shall adhere to the following measures:
2.29 Decontamination Sites. Contractor shall perform decontamination of vehicles, watercraft, and other project gear and equipment in a suitable location (i.e. City Corporation Yard) where runoff can be contained and not allowed to pass into Department jurisdictional areas and other sensitive habitat areas.
2.31 Minimize Vehicle Parking. Vehicles may enter and exit the work area as necessary for project activities, but may not be parked overnight within ten (10) feet of the drip line of any trees; nor shall vehicles be parked where mechanical fluid leaks may potentially enter the waters of the state.
City of Roseville California SC - 7
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
2.34 Operating Equipment and Vehicle Leaks. Any equipment or vehicles driven and/or operated within or adjacent to the stream shall be checked and maintained daily to prevent leaks of materials that could be deleterious to aquatic and terrestrial life or riparian habitat.
2.35 Stationary Equipment Leaks. Stationary equipment such as motors, pumps, generators, and welders, located within or adjacent to the stream shall be positioned over drip pans or other secondary containment. Stationary heavy equipment shall have suitable containment to handle a catastrophic spill/leak.
2.36 Equipment Maintenance and Fueling. No equipment maintenance or fueling shall be done within or near any stream channel or lake margin where petroleum products or other pollutants from the equipment may enter these areas.
2.41 Mud, Silt and Other Pollutants. Contractor shall prevent water containing mud, silt or other pollutants from grading, aggregate washing, equipment washing, or other activities to enter a lake or stream or to be place in locations that may be subjected to high storm flows.
2.52 Pollution and Litter. Contractor shall comply with all litter and pollution laws. All contractors, subcontractors, and employees shall also obey these laws and it shall be the responsibility of Permittee to ensure compliance.
2.52.1 Permittee shall not allow water containing mud, silt, or other pollutants from grading, aggregate washing, or other activities to enter a lake, streambed, or flowing stream or be placed in locations that may be subjected to high storm flows.
2.52.2 The Permittee or its contractors shall not dump any litter or City of Roseville California SC - 8
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] construction debris within the riparian/stream zone. All such debris and waste shall be removed from the worksite daily and properly disposed of at an appropriate disposal site.
2.52.3 Spoil sites shall not be located within a lake, streambed, or flowing stream or locations that may be subjected to high storm flows, where spoil shall be washed back into a lake, streambed, or flowing stream where it will impact streambed habitat and aquatic or riparian vegetation.
2.52.4 Raw cement/concrete or washings thereof, asphalt, paint, or other coating material, oil or other petroleum products, or any other substances which could be hazardous to fish and wildlife resources resulting from project related activities shall be prevented from contaminating the soil and/or entering the waters of the State. These materials, placed within or where they may enter a lake, streambed, or flowing stream by Permittee or any party working under contract or with the permission of Permittee, shall be removed immediately.
2.52.5 No broken concrete, cement, debris, soil, silt, sand, bark, slash, sawdust, rubbish, or washings thereof, oil or petroleum products, or other organic or earthen material from any construction or associated activity of whatever nature shall be allowed to enter into or be placed where it may be washed by rainfall or runoff into waters of the State. When operations are completed, any excess materials or debris shall be removed from the work area. No rubbish shall be deposited within 100 feet of the high water mark of any lake, streambed, or flowing stream.
2.52.6 No equipment maintenance or fueling shall be done within or City of Roseville California SC - 9
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] near any lake, streambed, or flowing stream where petroleum products or other pollutants from the equipment may enter these areas under any flow. 5-1.23 INSURANCE COVERAGE.. Replace part 4 of Section 5-1.23 within the General Conditions with the following:
4. Professional Liability: Not required.
City of Roseville California SC - 10
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 6. PROSECUTION AND PROGRESS
6-1.04 PROGRESS SCHEDULE. Section 6-1.04A of the General Conditions is modified to delete the first sentence and replace with the following:
The Contractor shall submit to the Director, within ten (10) calendar days after date of the Notice to Proceed, a Preliminary Progress Schedule covering the Contractor’s activities over the first thirty (30) calendar days of operation in detail and the remainder of the project summary.
6-1.04 PROGRESS SCHEDULE. Section 6-1.04F of the General Conditions is amended to include the following:
Progress schedules showing project completion dates more than _30_ Days earlier than specified in Section 6-1.07 shall be rejected.
6-1.04 PROGRESS SCHEDULE. Amend Section 6-1.04 of the General Conditions to include the following:
G. 3-Week Look-Ahead Schedule. The Contractor shall prepare and distribute a 3-Week Look Ahead Schedule weekly the day prior to the weekly progress meeting. The schedule shall include the current week as Week 1 and two additional weeks. The 3-Week Look Ahead schedule shall be presented by the Contractor during the weekly construction progress meeting.
6-1.07 TIME OF COMPLETION. Section 6-1.07 of the General Conditions is amended to include the following:
The Contractor shall begin Work within _21_ business days after receiving a City of Roseville California SC - 11
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] Notice to Proceed and shall diligently prosecute the Work to completion. The Work shall be completed within the Time of Completion required by the Agreement.
If landscaping plants require an establishment period, that period will be _60_ calendar days. Start of the establishment should be as outlined in the Specifications. 6-1.08 LIQUIDATED DAMAGES. Section 6-1.08 of the General Conditions is amended to include the following:
The amount of Liquidated Damages is included in the Agreement.
City of Roseville California SC - 12
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 7: ACCEPTANCE AND PAYMENT
7-1.02 SCOPE OF PAYMENT. Section 7-1.02 of the General Conditions is amended to include the following:
Unless special payment is specifically provided in the Measurement and Payment Section, all incidental work and expense in connection with the Completion of Work under the Contract will be considered a subsidiary obligation of the Contractor and all such costs shall be included in the appropriate items in the Schedule of Bid Items in connection with which costs are incurred.
[END OF SUPPLEMENTAL CONDITIONS]
City of Roseville California SP - i
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
SPECIAL PROVISIONS
Table of Contents for Special Provisions
SP
Section 1: American Iron and Steel Requirement 1
Section 2: Governor’s Executive Order N-6-22 (EO) 2
City of Roseville California SP -1:1
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 1. AMERICAN IRON AND STEEL REQUIREMENT
American Iron and Steel Requirement
P.L. 113-76, Section 436
P.L. 113-76, Consolidated Appropriations Act, 2014 (Act), includes an “American Iron and Steel (AIS)” requirement in section 436 that requires Clean Water State Revolving Loan Fund (CWSRF) and Drinking Water State Revolving Loan Fund (DWSRF) assistance recipients to use iron and steel products that are produced in the United States for projects for the construction, alteration, maintenance, or repair of a public water system or treatment works.
The Act states:
Sec. 436. (a)(1) None of the funds made available by a State water pollution control revolving fund as authorized by title VI of the Federal Water Pollution Control Act (33 U.S.C. 1381 et seq.) or made available by a drinking water treatment revolving loan fund as authorized by section 1452 of the Safe Drinking Water Act (42 U.S.C. 300j–12) shall be used for a project for the construction, alteration, maintenance, or repair of a public water system or treatment works unless all of the iron and steel products used in the project are produced in the United States.
(2) In this section, the term ‘‘iron and steel products’’ means the following products made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and construction materials.
(b) Subsection (a) shall not apply in any case or category of cases in which the Administrator of the Environmental Protection Agency (in this section referred to asthe ‘‘Administrator’’) finds that—
(1) applying subsection (a) would be inconsistent with the public interest; (2) iron and steel products are not produced in the United States in sufficient and reasonably available quantities and of a satisfactory quality; or (3) inclusion of iron and steel products produced in the United States will increase the cost of the overall project by more than 25 percent. (c) If the Administrator receives a request for a waiver under this section, the Administrator shall make available to the public on an informal basis a copy of the request and information available to the Administrator concerning the request, and shall allow for informal public input on the request for at least 15 days prior to making a finding based on the request.
The Administrator shall make the request and accompanying information available by electronic means, including on the official public Internet Web site of the Environmental Protection Agency.
City of Roseville California SP -1:2
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] (d) This section shall be applied in a manner consistent with United States obligations under international agreements.
(e) The Administrator may retain up to 0.25 percent of the funds appropriated in this Act for the Clean and Drinking Water State Revolving Funds for carrying out the provisions described in subsection (a)(1) for management and oversight of the requirements of this section. (f) This section does not apply with respect to a project if a State agency approves the engineering plans and specifications for the project, in that agency’s capacity to approve such plans and specifications prior to a project requesting bids, prior to the date of the enactment of this Act.
The following guidance excerpt has been provided from EPA:
Complete guidance may be downloaded from: https://www.epa.gov/cwsrf/state-revolving-fundamerican-iron-and-steel-ais-requirement Covered Iron and Steel Products
11) What is an iron or steel product?
For purposes of the CWSRF and DWSRF projects that must comply with the AIS requirement, an iron or steel product is one of the following made primarily of iron or steel that is permanently incorporated into the public water system or treatment works:
Lined or unlined pipes or fittings; Manhole Covers;
Municipal Castings (defined in more detail below); Hydrants; Tanks;
Flanges;
Pipe clamps and restraints; Valves;
Structural steel (defined in more detail below); Reinforced precast concrete; and Construction materials (defined in more detail below).
12) What does the term ‘primarily iron or steel’ mean?
‘Primarily iron or steel’ places constraints on the list of products above. For one of the listed products to be considered subject to the AIS requirements, it must be made of greater than 50% iron or steel, measured by cost. The cost should be based on the material costs. 13) Can you provide an example of how to perform a cost determination? For example, the iron portion of a fire hydrant would likely be the bonnet, body and shoe, and the cost then would include the pouring and casting to create those components.
The other material costs would include non-iron and steel internal workings of the fire hydrant (i.e., stem, coupling, valve, seals, etc.). However, the assembly of the internal workings into the hydrant body would not be included in this cost calculation. If one of the listed products is not made primarily of iron or steel, United States (US) provenance is not required. An exception to this definition is reinforced precast concrete, which is addressed in a later question.
City of Roseville California SP -1:3
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] 14) If a product is composed of more than 50% iron or steel, but is not listed in the above list of items, must the item be produced in the US? Alternatively, must the iron or steel in such a product be produced in the US?
The answer to both question is no. Only items on the above list must be produced in the US. Additionally, the iron or steel in a non-listed item can be sourced from outside the US. 15) What is the definition ofsteel?
Steel means an alloy that includes at least 50 percent iron, between .02 and 2 percent carbon, and may include other elements. Metallic elements such as chromium, nickel, molybdenum, manganese, and silicon may be added during the melting of steel for the purpose of enhancing properties such as corrosion resistance, hardness, or strength. The definition of steel covers carbon steel, alloy steel, stainless steel, tool steel and other specialty steels. 16) What does ‘produced in the United States’ mean?
Production in the United States of the iron or steel products used in the project requires that all manufacturing processes, including application of coatings, must take place in the United States, with the exception of metallurgical processes involving refinement of steel additives. All manufacturing processes includes processes such as melting, refining, forming, rolling, drawing, finishing, fabricating and coating. Further, if a domestic iron and steel product is taken out of the US for any part of the manufacturing process, it becomes foreign source material. However, raw materials such as iron ore, limestone and iron and steel scrap are not covered by the AIS requirement, and the material(s), if any, being applied as a coating are similarly not covered. Noniron or steel components of an iron and steel product may come from non-US sources. For example, for products such as valves and hydrants, the individual non-iron and steel components do not have to be of domestic origin.
17) Are the raw materials used in the production of iron or steel required to come from USsources? No. Raw materials, such as iron ore, limestone, scrap iron, and scrap steel, can come from non- US sources.
18) If an above listed item is primarily made of iron or steel, but is only at the construction site temporarily, must such an item be produced in the US? No. Only the above listed products made primarily of iron or steel, permanently incorporated into the project must be produced in the US. For example trench boxes, scaffolding or equipment, which are removed from the project site upon completion of the project, are not required to be made of U.S. Iron or Steel.
19) What is the definition of ‘municipal castings’?
Municipal castings are cast iron or steel infrastructure products that are melted and cast.
They typically provide access, protection, or housing for components incorporated into utility owned drinking water, storm water, wastewater, and surface infrastructure. They are typically made of grey City of Roseville California SP -1:4
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] or ductile iron, or steel. Examples of municipal castings are:
Access Hatches; Ballast Screen;
Benches (Iron or Steel); Bollards;
Cast Bases;
Cast Iron Hinged Hatches, Square and Rectangular; Cast Iron Riser Rings; Catch Basin Inlet; Cleanout/Monument Boxes; Construction Covers and Frames; Curb and Corner Guards;
Curb Openings;
Detectable Warning Plates; Downspout Shoes (Boot, Inlet); Drainage Grates, Frames and Curb Inlets; Inlets;
Junction Boxes; Lampposts;
Manhole Covers, Rings and Frames, Risers; Meter Boxes;
Service Boxes;
Steel Hinged Hatches, Square and Rectangular; Steel Riser Rings; Trash receptacles;
Tree Grates;
Tree Guards;
Trench Grates; and
Valve Boxes, Covers and Risers.
20) What is ‘structural steel’?
Structural steel is rolled flanged shapes, having at least one dimension of their cross-section three inches or greater, which are used in the construction of bridges, buildings, ships, railroad rolling stock, and for numerous other constructional purposes. Such shapes are designated as wide-flange shapes, standard I-beams, channels, angles, tees and zees. Other shapes include H-piles, sheet piling, tie plates, cross ties, and those for other special purposes. 21) What is a ‘construction material’ for purposes of the AIS requirement? Construction materials are those articles, materials, or supplies made primarily of iron and steel, that are permanently incorporated into the project, not including mechanical and/or electrical components, equipment and systems. Some of these products may overlap with what is also considered “structural steel”. This includes, but is not limited to, the following products: wire rod, bar, angles, concrete reinforcing bar, wire, wire cloth, wire rope and cables, tubing, framing, joists, trusses, fasteners (i.e., nuts and bolts), welding rods, decking, grating, railings, stairs, access ramps, fire escapes, ladders, wall panels, dome structures, roofing, ductwork, surface drains, cable hanging systems, manhole steps, fencing and fence tubing, guardrails, doors, and stationary screens. 22) What is not considered a ‘construction material’ for purposes of the AIS requirement? Mechanical and electrical components, equipment and systems are not considered construction materials. Mechanical equipment is typically that which has motorized parts and/or is powered by a motor. Electrical equipment is typically any machine powered by electricity and includes components that are part of the electrical distribution system. The following examples (including their appurtenances necessary for their intended use and operation) are NOT considered construction materials: pumps, motors, gear reducers, drives (including variable frequency drives City of Roseville California SP -1:5
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] (VFDs)), electric/pneumatic/manual accessories used to operate valves (such as electric valve actuators), mixers, gates, motorized screens (such as traveling screens), blowers/aeration equipment, compressors, meters, sensors, controls and switches, supervisory control and data acquisition (SCADA), membrane bioreactor systems, membrane filtration systems, filters, clarifiers and clarifier mechanisms, rakes, grinders, disinfection systems, presses (including belt presses), conveyors, cranes, HVAC (excluding ductwork), water heaters,
heat exchangers, generators, cabinetry and housings (such as electrical boxes/enclosures), lighting fixtures, electrical conduit, emergency life systems, metal office furniture, shelving, laboratory equipment, analytical instrumentation, and dewatering equipment. 23) If the iron or steel is produced in the US, may other steps in the manufacturing process take place outside of the US, such as assembly?
No. Production in the US of the iron or steel used in a listed product requires that all manufacturing processes must take place in the United States, except metallurgical processes involving refinement of steel additives.
24) What processes must occur in the US to be compliant with the AIS requirement for reinforced precast concrete?
While reinforced precast concrete may not be at least 50% iron or steel, in this particular case, the reinforcing bar and wire must be produced in the US and meet the same standards as for any other iron or steel product. Additionally, the casting of the concrete product must take place in the US. The cement and other raw materials used in concrete production are not required to be of domestic origin.
If the reinforced concrete is cast at the construction site, the reinforcing bar and wire are considered to be a construction material and must be produced in the US.
Certification and Compliance
The attached “Contractor’s American Iron and Steel Certification” must be executed and included in Envelope 1 of the bid package. Failure to complete the certification will result in Envelope 2 remaining sealed and the bid being returned. The contractor will supply to the loan recipient manufacturers’ certifications for each iron and steel item documenting/asserting that all manufacturing processes occurred in the United States. Such certifications will be submitted with shop drawings.
Waiver Process
The statute permits EPA to issue waivers for a case or category of cases where EPA finds (1) that applying these requirements would be inconsistent with the public interest; (2) iron and steel products are not produced in the US in sufficient and reasonably available quantities and of a satisfactory quality; or (3) inclusion of iron and steel products produced in the US will increase the cost of the overall project by more than 25 percent.
City of Roseville California SP -1:6
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] In order to implement the AIS requirements, EPA has developed an approach to allow for effective and efficient implementation of the waiver process to allow projects to proceed in a timely manner. The framework is described in the guidance document found at:
https://www.epa.gov/cwsrf/american-iron-and-steel-requirement-waiver-process De Minimis Materials Waiver
The EPA has granted a nationwide waiver of the AIS requirements of the Consolidated Appropriations Act under the authority of Section 436(b)(1) (public interest waiver) for de minimis incidental components of eligible infrastructure projects. For many of these incidental components, the country of manufacture and the availability of alternatives is not always readily or reasonably identifiable prior to procurement in the normal course of business; for other incidental components, the country of manufacture may be known but the miscellaneous character in conjunction with the low cost, individually and (in total) as typically procured in bulk, mark them as properly incidental. Examples of incidental components could include small washers, screws, fasteners (i.e., nuts and bolts), miscellaneous wire, corner bead, ancillary tube, etc. Examples of items that are clearly not incidental include significant process fittings (i.e., tees, elbows, flanges, and brackets), distribution system fittings and valves, force main valves, pipes for sewer collection and/or water distribution, treatment and storage tanks, large structural support structures, etc.
Funds used for such de minimis incidental components cumulatively may comprise no more than a total of 5 percent of the total cost of the total materials used in and incorporated into a project; the cost of an individual item may not exceed 1 percent of the total cost of the total materials used in and incorporated into a project. Contractors who wish to use this waiver should determine the costs of all items installed or supplied for the project. The contractor must retain relevant documentation (i.e., invoices) for each of these items in their project files, and must summarize the items in monthly draw requests to the owner: the total cost of all materials, the total cost of “incidental” materials, and the calculations by which they determined the percentage of incidental products installed or supplied for the project. None of the products specifically listed as “Covered Iron and Steel Products” are incidental. None of the products identified in detail in the technical specifications are considered incidental.
Construction Contract Language
All contracts must have a clause requiring compliance with the AIS requirements of the Act. The following is an example of what could be included in all contracts in projects that use SRF funds. No claim regarding the legality of this clause with regard to federal, state or local laws is made.
The Contractor acknowledges to and for the benefit of (“Owner”) that it understands City of Roseville California SP -1:7
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] the goods and services under this Agreement are being funded with monies made available by the Clean Water State Revolving Fund that have statutory requirements commonly known as “American Iron and Steel;” that requires all of the iron and steel products used in the project to be produced in the United States (“American Iron and Steel Requirement”) including iron and steel products provided by the Contactor pursuant to this Agreement. The Contractor hereby represents and warrants to and for the benefit of the Owner that (a) the Contractor has reviewed and understands the American Iron andSteel Requirement, (b) all of the iron and steel products used in the project will be and/or have been produced in the United States in a manner that complies with the American Iron and Steel Requirement, unless a waiver of the requirement is approved, and (c) the Contractor will provide any further verified information, certification or assurance of compliance with this paragraph, or information necessary to support a waiver of the American Iron and Steel Requirement, as may be requested by the Owner or the State. Notwithstanding any other provision of this Agreement, any failure to comply with this paragraph by the Contractor shall permit the Owner to recover as damages against the Contractor any loss, expense, or cost (including without limitation attorney’s fees) incurred by the Owner resulting from any such failure (including without limitation any impairment or loss of funding, whether in whole or in part, from the State or any damages owed to the State by the Owner). While the Contractor has no direct contractual privity with the State, as a lender to the Owner for the funding of its project, the Owner and the Contractor agree that the State is a third-party beneficiary and neither this paragraph (nor any other provision of this Agreement necessary to give this paragraph force or effect) shall be amended or waived without the prior written consent of the State.
City of Roseville California SP -1:8
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] CONTRACTOR’S
AMERICAN IRON AND STEEL CERTIFICATION
As the contractor for the Aquifer Storage and Recovery Well Drilling: Campus Oaks (Well 13) and Misty Wood (Well 19) project, I certify that I have read, understand and will comply with the “American Iron and Steel (AIS)” requirements of section 436 of P.L. 113-76, Consolidated Appropriations Act, 2014 (Act) that requires Clean Water State Revolving Loan Fund (CWSRF) and Drinking Water State Revolving Loan Fund (DWSRF) assistance recipients to use iron and steel products that are produced in the United States for projects for the construction, alteration, maintenance, or repair of a public water system or treatment works.
Name (Printed) Company
Name (Signature) Date
City of Roseville California SP -2:1
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] SECTION 2. GOVERNOR NEWSOM EXECUTIVE ORDER N-6-22 (EO)
City of Roseville California SP – 3:1
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
SPECIFICATIONS FOR CONSTRUCTION
Specifications for the Construction of the City of Roseville 2022 Sewer Collection System CIPP Rehabilitation Project Prepared by
December 2022
City of Roseville California SP – 3:2
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] TABLE OF CONTENTS for TECHNICAL SPECIFICATIONS
Page
Summary of Work 10:1
Measurement and Payment 20:1
Control of Work 30:1
Special Provisions 40:1
Maintenance of Flow in Existing Sewers 50:1
Site Preparation 100:1
Fiberglass/Ultraviolet Light Cured-In-Place Pipe (UV CIPP) 200:1 2022 Sewer Collection System 10:1 Section 10
CIPP Rehabilitation Project Summary of Work
SECTION 10
SUMMARY OF WORK
PART 1 - GENERAL
1.01 LOCATION OF WORK
A. The Work is located within the City of Roseville, in the areas shown on the Contract Drawings.
1.02 SCOPE OF WORK
A. The Work to be performed under this contract shall consist of rehabilitating approximately 18,900 lineal feet of wastewater pipe segments ranging in diameter from 6- to 15- inches, using Ultraviolet Cured-In-Place-Pipe (UV CIPP) lining method. The Work also includes rehabilitating existing 4-inch service lateral connections using UV curable and resin impregnated flexible brimstyle lateral seals. All Work performed shall be completed with trenchless technology. The Contractor shall furnish all labor, materials, equipment and incidentals required to construct specified section of the 2022 Sewer Collection System CIPP Rehabilitation Project (Project), in conformance to the most recent version of City of Roseville Design and Construction Standards and as specified for the Contract Documents.
1.03 ABBREVIATIONS AND REFERENCES
AASHTO - The American Association of State Highway and
Transportation Officials
ACI - American Concrete Institute
ADA - Americans with Disabilities Act
AGA - American Gas Association
AISC - American Institute of Steel Construction
AISI - American Iron and Steel Institute
ANSI - American National Standards Institute
API - American Petroleum Institute
ASCE - American Society of Civil Engineers
ASME - American Society of Mechanical Engineers
ASTM - American Society for Testing and Materials
AWPA - American Wood Preservers Association
AWS - American Welding Society
2022 Sewer Collection System 10:2 Section 10
CIPP Rehabilitation Project Summary of Work
AWWA - American Water Works Association
CAMUTCD - California Manual on Uniform Traffic Control Devices DIPRA - Ductile Iron Pipe Research Association
Fed. Spec. - Federal Specifications
IEEE - Institute of Electrical and Electronic Engineers NCPI - National Clay Pipe Institute
NEMA - National Electrical Manufacturers Association
NFPA - National Fire Protection Association
OSHA - Occupational Safety and Health Act
SSPC - Steel Structures Painting Council
Where reference is made to a specification or standard by one of the above-mentioned or other associations, it is understood that the specification or standard in effect at the time of the bid opening shall apply.
1.04 CONSTRUCTION LAYOUT
A. The Contractor shall furnish at its own expense all stakes, templates, platforms, ranges, gages, equipment, tools, materials, and all labor required in laying out any and all parts of the Work based on information within the Contract Drawings and the physical location of existing sewer manholes, cleanouts and other appurtenances.
1.05 WORK SITE
A. The Contractor shall confine its operations within the limits of existing street rights-of-way or easements.
B. The Contractor shall coordinate easement access with the City’s Inspector prior to entry.
C. In the event the Contractor finds it necessary to encroach onto adjoining private property, the Contractor shall make all necessary arrangements with the owner of the property for such
encroachment. A copy of any written agreements entered into between Contractor and the property owner concerning
encroachment onto private property shall be submitted prior to beginning any work on the property described in the agreement.
END OF SECTION
2022 Sewer Collection System 20:1 Section 20
CIPP Rehabilitation Project Measurement and Payment
SECTION 20
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.01 GENERAL
A. All estimated quantities stipulated in the Schedule of Bid Items or other Contract Documents are approximate and are to be only used for the following purposes: (a) as a basis for estimating the probable cost of the Work, and (b) for comparison of the bids submitted for the Work. The actual amounts of work completed and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for Work and materials will be the actual amount of Work completed and materials furnished. Contractor agrees to make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually completed and materials actually furnished and the estimated amounts therefore as long as the difference is within 25% (+ or -) of the stated quantities within the Schedule of Bid Items.
B. Contractor shall take all measurements, if any, and compute all payment quantities (including, for lump sum items, all extensions and arithmetic calculations based on the accepted cost
breakdown). The Engineer will verify and approve measurements and quantities.
C. Additional Payment requirements are contained in Section 7, Acceptance and Payment, of the General Conditions.
1.02 UNITS OF MEASUREMENT
A. Measurements shall be in accordance with United States Standard Measures.
1.03 UNIT PRICED ITEMS
A. Materials and items of work which are to be paid for on the basis of measurement will be measured in accordance with the method stipulated in the particular sections involved. In determining quantities, all measurements shall be made in a horizontal plane 2022 Sewer Collection System 20:2 Section 20
CIPP Rehabilitation Project Measurement and Payment
unless otherwise specified. Measurement of the completed work shall be in accordance with, and by instruments and devices calibrated to United States Standard Measures, and the units of measurement for payment, and the limit thereof, shall be made as shown on the Contract Drawings, Specifications, General Conditions, and Supplementary Conditions.
1.04 LUMP SUM ITEMS
A. The quantities of work performed under lump sum bid items will not be measured except to evaluate percent complete for each lump sum bid item as determined by the Engineer to be necessary for the purpose of determining reasonable progress payments. Such measurement, as is determined to be necessary, shall be performed by the Contractor in accordance with Paragraph 1.03 of this Section, UNIT PRICED ITEMS.
PART 2 - DESCRIPTION OF BID ITEMS
2.01 GENERAL
A. The bid amounts for each bid item will be used for comparative bid analysis. The bid amounts will also form the basis of progress payments. Each Lump Sum bid amount will undergo further breakdown as described later in this section. Bid items are not intended to be exclusive descriptions of work categories and the Contractor shall determine and include in its pricing all materials, labor, and equipment necessary to complete each bid item (work phase) as shown and specified.
2.02 BID ITEM 1 - Mobilization, DEMOBILIZATION, Bonds, Insurance, and Permits
A. Measurement for payment of mobilization, demobilization, bonds, insurance and permits costs shall be on a lump sum basis. The cost shall not exceed 8 percent of the total amount of the Grand Total Bid Price.
B. Payment of the Lump Sum bid price shall be full compensation for all costs associated with initiating the Contract, exclusive of the cost of materials. Payment shall include compensation for all insurance, bonds, site preparation, photographs, furnishing of temporary 2022 Sewer Collection System 20:3 Section 20
CIPP Rehabilitation Project Measurement and Payment
facilities, safety plans, submittals, permits (no fee required for City’s permit) and in general the costs associated with establishing the Work on site to assure that it is proceeding in a continuous manner, including move out, repairs and restoration of all structures, and all other items in the jobsite that are damaged or altered as a result of the installation of the Work described in the Contract Documents, and final cleanup of job site after the Work is completed and accepted by the City.
2.03 BID ITEMS 2 through 5 – CIPP Liner
A. Measurement
1. Cured-In-Place Pipe (CIPP) of the size specified for each bid item in the Schedule of Bid Items will be measured in place on a linear foot basis. Measurement for payment does not signify that the line is accepted.
2. Measurement of pipelines will be along the horizontal centerline of the pipe to the inside face of structures.
3. Contractor shall determine the minimum tube length
necessary to effectively span the designated run between manholes, unless otherwise specified. Contractor shall field verify the lengths in the field prior to curing, to insure that the tube will have sufficient length to extend the entire length of run.
B. Payment
1. Payment for furnishing and installing the CIPP liner will be made for the respective quantities as determined above at the unit price in the Schedule of Bid Items. This price and payment shall be full compensation for cleaning and
preparing existing pipe (including Closed Circuit Television [CCTV] inspection and report that is to be submitted prior to installing the liner material), storing material, installing material, bypass pumping, removal and disposal of styrene and other hazardous air pollutant, inspection, CCTV
inspection after installing liner, coordination required for Eletroscan inspection by the City, and all else incidental thereto, for which separate payment is not provided under other items in the Schedule of Bid Items.
2022 Sewer Collection System 20:4 Section 20
CIPP Rehabilitation Project Measurement and Payment
2. Payment will be made only when the work has passed final Electroscan inspection, as well as acceptance of CIPP liner corresponding hardening documentation, field sample
testing, and post-installation CCTV, in addition to the surrounding work area restored to original conditions. No proportional payment shall be made for pipe or other
materials on the site but not yet installed and accepted.
2.04 BID ITEM 6 – Lateral Reinstatement
A. Measurement
1. Measurement for lateral connections will be on a per lateral basis for active laterals. Most service laterals will have a cleanout for access. Where a cleanout exist, Contractor shall reinstate the service lateral from outside the sewer main, which may require performing cleaning operations to
thoroughly clear the lateral of debris or foreign material to allow for unobstructed deployment of reinstatement
equipment. In the case where a cleanout cannot be located, the Contractor shall reinstate the service lateral from inside the sewer main. The Contractor can assume 10% of all
service laterals will be missing a cleanout.
B. Payment
1. Payment for lateral reinstatements will be made for the number of “active” service laterals connected as determined above at the unit price bid per the Schedule of Bid Items.
This price and payment shall be full compensation for all work necessary to reinstate the lateral and all else incidental thereto for which separate payment is not provided under other items.
2.05 BID ITEM 7 – Cut Lateral Protrusion
A. Measurement
1. Measurement for cutting existing intruding laterals will be on a lump sum basis.
B. Payment
2022 Sewer Collection System 20:5 Section 20
CIPP Rehabilitation Project Measurement and Payment
1. Payment of the Lump Sum bid price shall be full
compensation for all costs associated with the cutting of the intruding laterals. This price and payment shall be full compensation for all work necessary to cut and remove
excess material from the lateral and all else incidental thereto for which separate payment is not provided under other items. No payments will be made without approval and acceptance of Work by the Engineer.
2.06 BID ITEMS 8 through 12 – Top Hat
A. Measurement
1. Top Hat of the size specified for each bid item in the Schedule of Bid Items will be measured on a per lateral installation basis. Measurement for payment does not signify that the Top Hat installed is accepted.
B. Payment
1. Payment for furnishing and installing brim-style lateral seal Top Hats will be made for the respective quantities as
determined above at the unit price in the Schedule of Bid Items. This price and payment shall be full compensation for cleaning and preparing existing service lateral (including Closed Circuit Television [CCTV] inspection and report that is to be submitted prior to installing the Top Hat material), storing material, installing material, bypass pumping,
removal and disposal of styrene and other hazardous air pollutant, inspection, CCTV inspection after installation, and all else incidental thereto, for which separate payment is not provided under other items in the Schedule of Bid Items.
2. Payment will be made only when the work has passed final inspections, which includes acceptance of Top Hat
corresponding field sample testing, and post-installation CCTV, in addition to the surrounding work area restored to original conditions. No proportional payment shall be made for pipe or other materials on the site but not yet installed and accepted.
2.07 BID ITEMS 13 through 29 – Traffic Control
2022 Sewer Collection System 20:6 Section 20
CIPP Rehabilitation Project Measurement and Payment
A. Measurement
1. Measurement for payment of traffic control including traffic control plans shall be on a lump sum basis by Area as
defined by the Drawings. Traffic control payments shall be paid progressively, per work completed during each payment cycle. The payments shall be pro-rated based on the percent of work completed, including pipe completely lined and
laterals reinstated per payment cycle.
B. Payment
1. Payment of the Lump Sum price bid shall be full
compensation for all costs associated with traffic control for pedestrian, vehicular, and homeowner safety including traffic control plans, submitted to Public Works Engineering for review and approval.
2.08 BID ITEM 30 – Quality Assurance Field Sample and Testing CIPP Liner
A. Measurement
1. Measurement for the each required Quality Assurance Field Sample and Testing will be on a per sample basis.
B. Payment
1. Payment of the each bid price shall be full compensation for all costs associated with the additional material required to obtain the sample, the cutting, the shipping, the testing, and the reporting of the test results for each required sample.
This price and payment shall be full compensation for all work necessary to provide required sample test result to the City. No payment will be made without verification of positive sample results by the Engineer. Payment will not be made for any sample that does not meet the specified
requirements.
2.09 BID ITEM 31 – Quality Assurance Field Sample and Testing Top Hats A. Measurement
2022 Sewer Collection System 20:7 Section 20
CIPP Rehabilitation Project Measurement and Payment
1. Measurement for each required Quality Assurance Field Sample and Testing will be on a per sample basis. One (1) Top Hat, per manufactured batch (tracked by serial number), will require sample testing according to the manufacturer recommendations.
B. Payment
1. Payment of the each bid price shall be full compensation for all costs associated with the additional material required to obtain the sample, the cutting, the shipping, the testing, and the reporting of the test results for each required sample.
This price and payment shall be full compensation for all work necessary to provide required sample test result to the City. No payment will be made without verification of positive sample results by the Engineer. Payment will not be made for any sample that does not meet the specified
requirements.
END OF SECTION
2022 Sewer Collection System 30:1 Section 30
CIPP Rehab Project Control of Work
SECTION 30
CONTROL OF WORK
PART 1 - GENERAL
1.01 GENERAL
A. Additional Control of Work requirements are contained in Section 2, Control and Scope of the Work in the General Conditions.
1.02 MAINTENANCE OF TRAFFIC
A. Contractor shall submit a traffic control plan (TCP) to the City of Roseville Public Works department (311 Vernon Street) at least three (3) weeks prior to commencing work within City streets. TCP shall conform to the most recent version of the California Manual on Uniform Traffic Control Devices (CAMUTCD).
B. Unless permission to close a street is received in writing from the proper authority, place all equipment and material so that vehicular and pedestrian traffic may be maintained at all times. If the construction operations cause traffic hazards, repair the road surface, provide temporary ways, or take other measures for safety satisfactory to the Engineer.
C. Where Work is within and/or immediately adjacent to any street, no materials may be stockpiled on the roadway.
D. Detours around construction will be subject to the approval of the Engineer. Where detours are permitted, provide all necessary barricades and signs as required to divert the flow of traffic.
Expedite construction operations while traffic is detoured. Periods when traffic is being detoured will be strictly controlled by the City.
At least one lane of traffic in each direction shall be maintained within the street.
E. Take precautions to prevent injury to the public due to open manholes or facilities. Night watchmen may be required where special hazards exist. Contractor shall be fully responsible for damage or injuries.
2022 Sewer Collection System 30:2 Section 30
CIPP Rehab Project Control of Work
1.03 CARE AND PROTECTION OF PROPERTY
A. Parking of vehicles and equipment or storage of material on unpaved surfaces under the dripline of trees shall not occur at any time.
1.04 EMERGENCY AND PRIVATE ACCESS
A. Vehicle and pedestrian access to driveways, houses, and other properties along the streets, alleys, and easements within the limits of the Project shall be maintained. Access for emergency vehicles shall be available along all streets within the construction area at all times.
B. The Contractor shall conduct its operations so as to offer the least possible obstruction and inconvenience to the general public and property owners.
1.05 PROTECTION OF EXISTING STRUCTURES AND UTILITIES
A. Contractor shall assume full responsibility for the protection of all buildings, structures, and utilities, public or private, including but not limited to poles, signs, services to buildings, utilities in the street, gas pipes, water pipes, hydrants, valves, sewers, manholes, drains and electric and telephone cables, whether or not they are shown on the Contract Drawings. Immediately repair any damage resulting from the construction operations.
B. Assistance will be given to the Contractor as requested in determining the location of existing services. Contractor shall maintain services to buildings and pay costs or charges resulting from damage thereto.
C. Contractor shall notify all utility companies in writing at least 48 hours (excluding Saturdays, Sundays and Legal holidays) before excavating in any public way. Also notify Underground Services Alert (USA), telephone (800) 227-2600 at least 48 hours prior to start of work.
1.06 WATER FOR CONSTRUCTION PURPOSES
A. In locations where public water supply is available, the Contractor may be allowed to use water after obtaining the appropriate permission, which may require obtaining a Hydrant Permit. 2022 Sewer Collection System 30:3 Section 30
CIPP Rehab Project Control of Work
B. The Contractor shall obtain a hydrant permit from the Environmental Utilities Department and pay the refundable deposit.
The express approval of the Engineer shall be obtained before water is used. Waste of water shall be sufficient cause for withdrawing the privilege of unrestricted use.
1.07 MAINTENANCE OF FLOW
A. Provide a temporary installation to ensure that the flow of sewers and laterals, drains and water courses interrupted during the progress of the Work are provided alternate flow/conveyance routes in accordance with Section 50, Maintenance of Flow in Existing Sewers. Contractor shall consider design of bypass system in development of TCPs. In some cases, Contractor may need to install temporary trench with trench plates for bypass piping if located within roadways as determine by the City.
1.08 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
A. Scope of Work
1. The internal inspection of gravity lines by CCTV shall be required at all locations where CIPP lining is to be and has been installed, where new pipe has been installed, and
where existing pipe is to be and has been repaired and/or replaced. This includes areas where point-repairs and lateral seal are to be and have been performed.
2. This Work shall consist of performing the following CCTV inspections for all Work:
Pre-Lining Cleaning and Inspection: This CCTV inspection shall be performed prior to the lining operations or other required Work after all the necessary corrections to the pipeline have been made and final cleaning has been
completed. The Contractor shall thoroughly clean pipe
segment using industry methods such as hydro-flushing or equal, prior to initial CCTV inspection. It shall be the responsibility of the Contractor to verify the host pipe material and diameter based on pre-lining CCTV inspection.
It is also the responsibility of the Contractor to inform the Engineer about damaged connections in which lateral seals cannot be properly installed, and any pipe bends or other issues that will prevent proper installation of CCTV liners. 2022 Sewer Collection System 30:4 Section 30
CIPP Rehab Project Control of Work
During Lining: The light train shall be equipped with a CCTV camera for visual inspection of the resin curing process.
Post-Lining Mainline Pipe: This CCTV inspection shall be performed in the same direction as the pre-lining CCTV after the pipeline has been lined, the laterals have been
reinstated, manholes are restored, and all other mainline lining operations including cleanup have been completed.
Post-Lining Lateral Inspection: Contractor shall televise the installed lateral seals ensuring a full inspection both of the main line edges and the lateral line seal.
3. For all CCTV inspections, the Contractor shall inspect the sewer pipe interior using a color CCTV camera and
document the inspection in digital MP4 format with audio location and date information, inspection title information, and hard copy inspection logs. All inspection documentation shall include the upstream and downstream access manhole number identification, length of pipe inspected, date of inspection, and pipe material. Contractor shall provide a list and photographs for each of the access manholes where the CCTV camera will be inserted. Where imperfections in the pipe occur, the Engineer will utilize the industry acceptance criteria provided by NASSCO (National Association of Sewer Service Companies) regarding the size and orientation of these defects to be included in their CCTV inspection report submittal and in order to discern if they can be deemed as commercially acceptable. If they are not deemed acceptable they must be brought into compliance with this standard.
4. All pipes shall be clean and free of standing water and debris from construction prior to CCTV inspection. During the
CCTV inspection, the Contractor shall provide temporary dry condition in the sewer pipelines. Bypassing requirements are as provided in Section 50, Maintenance of Flow in
Existing Sewers.
5. Contractor shall submit and maintain a copy of all inspection documentation (USB Flash Drive, databases, and logs) for the duration of the Work and warranty period.
6. The Contractor shall provide experienced personnel
NASSCO certified and trained in identifying pipe size and material, locating bends, breaks, obstacles and service connections by CCTV. The interior of the pipelines shall be carefully inspected to determine the location of any condition 2022 Sewer Collection System 30:5 Section 30
CIPP Rehab Project Control of Work
which may prevent the proper installation of the liner into the pipeline or laterals. It shall be verified in writing to the Engineer so that these conditions can be corrected.
B. Preliminary Submittals
1. The Contractor shall submit the following information for review at the Pre-Construction Meeting: An example of their CCTV inspection work consisting of two USB Flash Drive in MP4 format or approved equal of previous sewer inspection work complete with audio commentary and hardcopy
inspection log(s). Samples shall be with the same camera and lighting equipment proposed for this work.
2. The Contractor shall be responsible for modifications to their equipment and/or inspection procedures to achieve report material of acceptable quality. No work shall commence
prior to approval of the material by the Engineer. Once accepted, the report material shall serve as a standard for the remaining work.
Provide resume of experienced personnel that will be
inspecting and documenting CCTV inspections. Include
formal training including NASSCO Pipeline Assessment
Certification Program Certification and prior experience for review and approval by the City. Work should not begin until the City has approved the CCTV personnel.
C. Submittals
1. The Contractor shall submit to the Engineer two (2) copies of unedited pre-installation inspection data (videos, inspection reports, etc., on USB flash drive) for every sewer main segment after cleaning and prior to lining prior to ordering of lining material. All inspections shall be recorded digitally and submitted in USB Flash Drive MP4 format or approved
equal.
2. The Contractor shall submit to the Engineer, for acceptance and approval, two (2) copies of unedited post-installation inspection data (videos, inspection reports, etc., on USB flash drive) and associated curing reports for every sewer main segment within 10 working days of the liner installation.
All inspections shall be recorded digitally and submitted in USB Flash Drive MP4 format or approved equal.
2022 Sewer Collection System 30:6 Section 30
CIPP Rehab Project Control of Work
3. The Engineer will review the submitted material, not for accuracy of content, but to make sure that the required information is provided and the recording is of acceptable quality. If the Engineer determines that the CCTV is
defective or not of adequate quality, the Contractor shall CCTV inspect again at the Contractor’s expense.
D. CCTV Inspection Equipment
1. CCTV Camera(s) shall be intrinsically safe and shall be operative in 100 percent humidity conditions. The CCTV
camera shall record in color digital MP4 format with audio or approved equal. Lighting intensity shall be remote controlled and shall be adjusted to minimize reflective glare. Lighting and camera quality shall provide a clear, in-focus picture of the entire inside periphery of the sewer pipeline. The
camera shall have an articulated head and be adjustable for height in order to have the camera centered in the pipe being televised. The camera used shall have a lens system capable of turning in an angle equal to the angle of the lateral pipe, therefore ensuring a full inspection both of the main line edges and the lateral line seal. The camera shall have the capability of taking color still photos, and have pan and tilt capabilities.
E. USB Flash Drive
1. All CCTV inspection shall be recorded digital format or approved equal, DVD or VHS recording for transfer to digital will not be permitted. Two USB Flash Drives shall be
submitted to the Engineer upon completion of the inspection.
The audio portion of the recording shall be sufficiently free from electrical interference and background noise to provide complete intelligibility of the oral report. If the Engineer determines that the recording is defective or not of adequate quality, the Contractor shall perform the CCTV inspection again at the Contractor's expense.
F. Footage Counter
1. A footage counter device, which measures the distance traveled by the camera in the sewer, shall be accurate to plus or minus 2 feet in 1,000 feet. This counter shall be displayed on the recorded image at all times while inspecting pipe.
G. Titling
2022 Sewer Collection System 30:7 Section 30
CIPP Rehab Project Control of Work
1. Equipment shall include genlocking capabilities to the extent that computer generated data, (i.e., footage, date, size, address and location, provided City mainline identification, etc.) as determined by the City, can be overlaid onto the image on the television monitor and permanently recorded on the inspection video.
H. Inspection Methods
1. The Contractor shall record on the titling at the start of the inspection video, the street location, upstream and
downstream manhole number identifications from the
Contract Documents, date, and time of the inspection.
2. The Development Services Inspector (or the Engineer) shall be present at all video inspections and have access to
observe the CCTV monitor at all times.
3. The system of cabling employed to transport the camera and transmit its signal shall not obstruct the camera's view.
4. It shall be the Contractor's responsibility to locate and retrieve any non-functional, failed and/or stuck CCTV
equipment at their expense.
I. Inspection Direction and Rate
1. The camera shall be driven or pulled through the sewer in either direction, but all inspections at each location shall be in the same direction. Maximum rate of travel shall be 30 feet per minute when recording.
J. Image Perspective
1. The camera image shall be down the center axis of the pipe when the camera is in motion. The Contractor will be
required to provide a 360-degree view of the pipe interior.
Direct views of points of interest shall also be recorded and shall include, but not be limited to, lateral connections, defects in the new pipe (including, but not limited to, bumps, folds, tears, dimples, etc.).
K. Quality Control Review
1. The Engineer will review the inspection video and logs to ensure compliance with the requirements listed in this
section and the other Contract Documents.
2022 Sewer Collection System 30:8 Section 30
CIPP Rehab Project Control of Work
2. If the sewer line is not adequately cleaned or dewatered making the visual inspection inadequate in the opinion of the Engineer, the Contractor shall clean the pipe by hydroflushing, bypass of flow and re-inspect by CCTV at the Contractor’s expense.
3. Existing defects which may affect the integrity or strength of the pipe in the opinion of the Engineer will be repaired or the pipe replaced by City staff and re-inspected by CCTV for Engineer’s review and approval at the Contractor's expense.
1.09 Electro Scanning Surveys
A. Scope of Work
1. Acceptance testing of all repairs, relining, and renewal, will be performed using electro scanning surveys by the City.
The inspection by the City will consist of pre- and post-lining installation surveys.
2. Once each segment that has been rehabilitated and is ready for electro scanning inspection, Contractor is responsible for contacting the Engineer for testing. The City is responsible for conducting the Electroscan tests for which the contractor bears no expense.
3. The City will be responsible for filling the pipes full with water for the pre- and post-lining installation surveys to ensure the probe can achieve a full 360-degree scan on the pipe wall.
4. Contractor is responsible to correct unacceptable defects identified by the Engineer.
B. Electro Scanning Survey Method
1. The electro scanning inspection test will be conducted by the City on one hundred percent (100%) of the total linear
footage of mainline pipe, including a pre- and post-lining inspection survey, with results available to the Contractor within three business days of the test completion.
2. The electro scanning inspection testing will be conducted in accordance with the manufacturer’s recommended
practices, and in accordance with the Operations and
Maintenance of Wastewater Collection Systems, Volume 1, Seventh Edition, 2016, ISBN 978-1-59371-066-8 and ASTM
2022 Sewer Collection System 30:9 Section 30
CIPP Rehab Project Control of Work
F2550-13, Standard Practice for Locating Leaks in Sewer Pipes by Measuring the Variation of Electric Current Flow through the Pipe Wall.
3. The surveys will be performed within the following testing parameters:
a. Pipe will be fully charged with water by the City’s
crew at the location of the probe to ensure a full
360-degree scan of the pipe wall.
b. Total Current readings will be a MINIMUM of
2800mA when probe is in a concrete manhole
when starting the scan, and will not drop below
1000 mA after entering the lined pipe.
c. Speed will not exceed 40 feet per minute.
C. Determination of Defects and Acceptability
1. The following limits shall be used to determine the
significance of detected defects:
a. Defect current below the “Small Threshold” (<100
mA) are considered acceptable, however, areas
where low current is detected for long stretches of
pipe may require further investigation by the
Contractor at no cost to City.
b. Defect current above the “Small Threshold” >100
mA, will be initially considered “unacceptable
defects.” Unacceptable defects need to be further
investigated by the Contractor and reviewed. If the
defect is deemed unacceptable, the entire pipe
segment shall be removed and replaced with a
new pipe segment at no cost to the City.
c. If lateral connection rehabilitation is not required, the Contractor will not be held liable for any defect
current detected at the lateral. If lateral
connections exists, the City recommends laterals
be sealed prior to electro scanning inspection.
2. All pipes with defects above the “Small Threshold” shall be retested after Contractor has addressed the defect at no additional cost to City.
2022 Sewer Collection System 30:10 Section 30
CIPP Rehab Project Control of Work
3. CIPP installations shall be considered acceptable when no defect current are detected above the “Small Threshold” level, contingent upon other requirements of this section and other Contract Documents being met.
1.10 CLEANING OF THE SEWER LINES
Because of the age and possible condition of the sewer lines, the Contractor shall exercise extreme caution when cleaning the sewers.
A. Requirements
1. The Contractor shall clean the sewers specified for CCTV inspection, electroscan inspection, and rehabilitation.
Remove all debris, roots, and grease accumulations to the specifications of the CIPP lining manufacturer and to the satisfaction of the Engineer. All materials dislodged during cleaning shall be removed from the sewer and disposed of by the Contractor. Sewer cleaning methods may include,
but not be limited to, high pressure hydraulic cleaning.
Contractor shall not wash, flush or discharge any debris from the sewer cleaning operation downstream of the setup point of cleaning operations.
2. During all cleaning cycles or other related work that requires the Contractor to operate a vactor within the sewer pipe (including cleaning of all the pipe segments after restoring services), all service clean-out caps shall be removed
(opened). The cost associated with cap removal shall be the Contractor’s sole responsibility and shall be included in the cost the Contractor bids for cleaning and lining the pipe. The City will not allow separate work claims to be filed by the Contractor for removing and replacing caps.
3. The maximum allowable vactor pressure the Contractor intends to use should be communicated to the City (for
approval), prior to the Contractor commencing with the
cleaning operation.
4. CCTV inspection is required following cleaning operations to confirm debris and/or grease removal. If, during the CCTV inspection, the sewers and manholes are not, in the opinion of the Engineer, adequately cleaned, the CCTV inspection 2022 Sewer Collection System 30:11 Section 30
CIPP Rehab Project Control of Work
shall stop and the areas in question shall be cleaned, or recleaned and re-CCTVed by the Contractor at their expense.
B. Major Blockage
1. A major blockage shall be defined as an obstruction within the sewer, which cannot be removed by cleaning with
commercially available hydraulic or mechanical cleaning equipment. If a major blockage is discovered during
cleaning, Contractor shall submit a proposed method for major blockage removal to the Engineer for approval.
a. Hydraulic and Mechanical Cleaning
i. All hydraulic cleaning equipment shall be truck
mounted. Water jet cleaning equipment shall
include a water tank, auxiliary engine, pumps,
and hydraulically driven hose reel. The
Contractor shall provide a minimum of 600 feet
of high-pressure hose and a selection of high
velocity nozzles, each having a minimum flow
capacity of 60 gallons per minute at working
pressures of 1000 to 1500 pounds per square
inch. Pressure to the nozzle shall be regulated
by a relief valve adjustable from 1 to 1500 psi.
Nozzles shall be capable of producing a jet
stream angle of 15 to 45 degrees from the
horizontal. The Contractor shall also provide a
high velocity gun with sufficient discharge and
pressure to thoroughly clean manhole interiors.
ii. Sewer pigs and tires, which are propelled by
water, shall be readily collapsible at any time
during the cleaning operations to protect
against flooding of the sewer lines. The
Contractor shall provide pigs in sizes
consistent with the pipe diameters
encountered. Each pig shall have a flexible
scraper at its periphery to ensure the total
removal of grease. Sewer pigs, which are not
readily collapsible, are prohibited.
iii. Mechanically powered equipment such as
bucket machines shall be provided in pairs and
shall be belt-driven or employ an overload
device. Power rodding machines shall be a
2022 Sewer Collection System 30:12 Section 30
CIPP Rehab Project Control of Work
"continuous rod" type capable of rodding
distances of up to 1000 feet in one setup.
Rodding machines shall have the ability to spin
the rod either clockwise or counterclockwise
and be able to be pushed straight out or pulled
back without rotating the machine. It shall be
capable of pulling pipe-size swabs or brushes
back through the sewer for cleaning and
flushing purposes. The rodding machine shall
have a positive drive and shall be capable of
producing a 2000-pound pull. The rod shall be
specifically designed for use with the rodding
machine.
b. Root Removal
i. The Contractor shall employ sewer cleaning
equipment to cut all roots encountered back to
the pipe surface.
c. Debris Removal
i. The Contractor shall provide suitable
equipment to remove all debris dislodged
during cleaning operations from the nearest
downstream manhole. Equipment or methods,
which require a member or members of the
Contractor's crew to physically excavate debris
from within the manhole, is prohibited. All
debris shall be promptly removed from the
sewer from the nearest manhole and shall be
disposed of off-site in a lawful manner at a
location approved by the Engineer. Hauling
containers shall be watertight. The City’s Dry
Creek Wastewater Treatment Plant located at
1800 Booth Road in Roseville is available for
disposal of debris. Arrangements shall be
made with City staff.
PART 2 - MATERIALS
Not Used
PART 3 - EXECUTION
2022 Sewer Collection System 30:13 Section 30
CIPP Rehab Project Control of Work
A. The Contractor shall at all times conduct their Work so as to prevent any blockage and minimize surcharging in the sewer manholes and connecting sewer pipelines. Damage to existing facilities as a result of the Contractor's work shall be promptly repaired in kind at the Contractor's expense. It shall be the Contractor's responsibility to locate and retrieve any lost or broken cleaning equipment at their expense. Any damage resulting in or repairs required from lost or broken equipment shall be at the Contractor's expense.
B. The Contractor shall select the most effective cleaning method using current industry standards and according to the prevailing site condition.
C. During cleaning operations, the Contractor shall provide a means of catching and removing the dislodged debris and/or any resin (from the liner installation process, the cutting process and cleaning operations) conveyed downstream with the sewer flow. The method chosen shall not allow the transport of debris to downstream and adjacent sewer reaches.
D. Re-cleaning. Where the sewer is not adequately cleaned as determined by the Engineer through pre-lining CCTV inspection review, Contractor shall remove all equipment or materials from the sewer, re-clean and re-CCTV the sewer at no additional expense to the City.
END OF SECTION
2022 Sewer Collection System 40:1 Section 40
CIPP Rehabilitation Project Special Provisions
SECTION 40
SPECIAL PROVISIONS
PART 1 - GENERAL
1.01 CONSTRUCTION SEQUENCE
A. Contractor to complete all Work in any one Area before starting any other portion of the Work.
1.02 GENERAL OBLIGATIONS OF THE CONTRACTOR
A. General obligations of the Contractor shall be as set forth in the Contract Documents.
1.03 SITE INVESTIGATION
A. The Contractor is responsible to verify existing conditions within the Work area, the type of equipment required to perform the Work.
Any failure of the Contractor to acquaint itself with the available information will not relieve the Contractor from the responsibility for estimating properly the difficulty or cost of successfully performing the Work. The Engineer assumes no responsibility for any conclusions or interpretation made by the Contractor on the basis of the information made available by the Engineer.
1.04 COORDINATION WITH LOCAL AGENCIES
A. Contractor shall supply the Local Police Department, Fire Department, School Departments, and the Public Works
Department with the following information:
1. A list of streets and intersections where work will be in progress to be supplied at intervals as required by the Engineer.
2. Areas where approved detours are in effect, if any.
B. Reimburse the City for the actual cost of the services of City’s personnel required during other than regular working hours. 2022 Sewer Collection System 40:2 Section 40
CIPP Rehabilitation Project Special Provisions
1.05 PUBLIC UTILITIES
A. Contractor shall notify Underground Services Alert (USA), telephone (800) 227-2600 at least 48 hours before digging, trenching, blasting, demolishing, boring, backfilling, grading, landscaping or other earth moving operations in any public ways, rights of way and easements.
1.06 PROGRESS SCHEDULE
A. Contractor shall submit a progress schedule before starting any Work, in accordance with 6-1.04 of the General Conditions.
1.07 PERMITS
A. Contractor shall obtain all necessary permits required for proper execution of the Work. Contractor shall fill out all forms and furnish all documentation required to obtain the permits. A copy of each permit shall be submitted. The cost of fees for permits issued by the City of Roseville will be waived. Work shall not commence on any phase of the Work requiring a permit until the permit is obtained.
B. Obtain required encroachment permits for excavations within streets or sidewalk areas.
C. Obtain required potable or recycled water hydrant permit for construction water purposes. A refundable deposit is required due to Contractor responsibility to cover all costs associated with damages and/or lost equipment as specified in the terms of each program.
D. For all work performed within a riparian area dedicated by the California Department of Fish & Wildlife, the Contractor shall work in accordance to the Avoidance and Minimization Measures of the City’s Streambed Alteration Agreement For Routine Maintenance (Notification No. 1600-2016-0099-R2) as set forth in the Contract Documents.
END OF SECTION
2022 Sewer Collection System 50:1 Section 50
CIPP Rehabilitation Project Maintenance of Flow in Existing Sewers SECTION 50
MAINTENANCE OF FLOW IN EXISTING SEWERS
GENERAL
SCOPE OF WORK
A. The Work covered by this Section consists of furnishing all labor, supervision, tools, equipment, appliances, and materials to perform all operations in connection with pumping of wastewater and wet weather flows around pipe segment(s) when bypass pumping is required. The purpose of bypass pumping is to prevent sewage overflows and provide reliable sewer service to the users of the sanitary sewer at all times. The Contractor shall maintain sewage flow in the construction area in order to prevent back-up and/or overflow into upstream pipe segments and laterals, adjacent ditches, storm drains, and waterways.
B. Bypass pumping is the installation and operation of bulkheads, plugs, hoses, piping, temporary manholes and sumps, and pumps to maintain wastewater flow and prevent backup and overflow. Bypass pumping provides continuous sewer service to the users of the sanitary sewer system while maintenance or construction operations are in progress by diverting flow when necessary around the construction location and pumping it to a downstream manhole C. Protections:
1. All bypass flows shall be discharged as approved by the Engineer. No bypassing to the ground surface, receiving waters, storm drains, or bypassing which results in soil or groundwater contamination or any potential health hazards shall be permitted.
2. All pumps, generators, and other equipment shall be placed on new plastic tarps to protect against gasoline, oil, and hydraulic fluid spills.
3. Bypass pumping shall be done by the Contractor in such manner as will not damage public or private property or create a nuisance or health menace.
D. Contractor’s Responsibilities:
1. Sanitary sewer mains shall remain in service at all times throughout the duration of the Work. Contractor shall be 2022 Sewer Collection System 50:2 Section 50
CIPP Rehabilitation Project Maintenance of Flow in Existing Sewers responsible for diverting flow away from the limits of
construction through the use of bypass pumping with prior approval by the Engineer.
2. Contractor shall maintain pedestrian and vehicular traffic and comply with ADA regulations for access to all residential and commercial property unless written approval is otherwise obtained from the property owner allowing for reduced access.
3. Contractor shall repair, without cost to the City and/or private property owner, any damage that may result from their
negligence, inadequate or improper installation, maintenance and operation of bypassing system, including mechanical or electrical failures.
4. Contractor shall be responsible for immediate cleanup should any spill occur, regardless of amount and reimburse the City for any litigation fee or fine resulting from sanitary sewer overflow.
FLOW CONDITIONS
B. The Engineer has determined current (approximate) peak wet weather flows for the pipe segments to be rehabilitated. The flow data is listed on within the Drawings. The City is not responsible for any deviations in quantity of sewage flow at any time during the construction period.
BYPASS PUMPING SYSTEM DESIGN CRITERIA
C. Design a system of pumps and piping operating on site to maintain a minimum 50% over capacity of the peak wet weather flow. All piping, joints, and accessories shall be designed to withstand at least twice the shutoff head of the pump.
D. Contractor shall have a standby pump, equal in capacity to the largest pump in the system, piped, plumbed and ready for operation.
Standby pumps shall be fueled and operational at all times.
E. The Contractor shall maintain onsite a sufficient number of valves, tees, elbows, connections, tools, sewer plugs, piping, hoses and other parts of system hardware to ensure immediate repair or modification of any part of the system as necessary.
F. Discharge manifolds are acceptable.
2022 Sewer Collection System 50:3 Section 50
CIPP Rehabilitation Project Maintenance of Flow in Existing Sewers G. Intake manifolds are not acceptable. Use separate intakes for each pump with debris control. Provide adequate intake line spacing (center to center) to avoid vortexing.
H. Provide a float switch, battery operated high level alarm with notification to cell phones and warning light.
I. Provide redundant air release valves.
J. Provide enough fuel to sustain an 8-hour bypass.
K. Provide odor control as required.
L. Engines shall be equipped with mufflers and/or plywood/Styrofoam noise panels enclosing the engines to meet maximum noise requirements.
SUBMITTALS
A. Submittals shall comply with the requirements in the Contract Documents.
B. The Contractor shall submit a written plan and drawings for the design, implementation and sequencing of bypass pumping for review and approval of the Engineer. A plan for each line segment(s) around which flows are being bypassed is required. The plan shall include but not be limited to details of the following:
1. Project information including the project name and location (from plan cover sheet).
2. Contact information for general contractor/submitting entity.
Company name, contact person (24 hours per day), phone
number(s), and fax number(s) shall be included.
3. Staffing plan.
4. Sufficient detail to show the location, number and size of pumps; the number, location, size and type of hoses and/or rigid piping; and the location of the downstream discharge.
Any special features including lighting where pipes or hoses cross roadways, drainage features, temporary trenches,
support bridges, etc. Temporary manholes, sumps, and
connections required for bypass pumping.
5. Staging areas for pumps including a schematic showing the arrangement and layout of the pumping and bypassing
facilities at various stages in the Work.
6. Sewer plugging method and types of plugs.
2022 Sewer Collection System 50:4 Section 50
CIPP Rehabilitation Project Maintenance of Flow in Existing Sewers
7. Proposed plan for disruption of sewer service laterals.
8. Calculations for selection of bypass pump(s) and pipe size(s) based on wastewater flows, including static lift, friction losses, and flow velocity, and pump curves showing pump operating range.
9. Length, size, material, location, elevation and method of installation of suction/discharge, temporary manholes, or temporary sumps (if required).
10. Pump manufacturer, model, sizes, capacity, and number of each size to be on site and power requirements.
11. Standby power generator size and location.
12. Downstream discharge plan, including method of covering manhole opening and securing manhole from the public.
13. Method of protecting discharge manholes or structures from erosion and damage.
14. Thrust and restraint block sizes and locations.
15. Sections showing suction and discharge pipe depth,
embedment, select fill and special backfill.
16. Proposed noise control and exhaust control plans for pumping equipment.
17. Any temporary pipe supports and anchoring required.
18. Schedule for installation of and maintenance of bypass pumping lines.
C. Approval of submitted plans for sewer connection and temporary rerouting shall in no way relieve the Contractor of their responsibility for the protection of adjacent properties, downstream drainage systems and water tributaries against sewage spill.
PRODUCTS
EQUIPMENT AND MATERIALS
A. Internal and/or external bypass pumping operations shall use 100% leak-proof pipe such as yellow mine or HDPE with positive restrained joints. Discharge hose will only be allowed in short sections and by specific permission of the Engineer. Lay-flat type hoses are prohibited.
B. All pumps shall be fully automatic and solids handling, self-priming or submersible pumps in good working order with a working pressure gauge on the discharge. Self-priming pumps shall not require the use of foot-valves or vacuum pumps in the priming system. All pumps used must be constructed to allow dry running for long periods of 2022 Sewer Collection System 50:5 Section 50
CIPP Rehabilitation Project Maintenance of Flow in Existing Sewers time to accommodate the cyclical nature of effluent flows. The Contractor shall provide the necessary start/stop controls for each pump. A back- up pump of the same capacity as the primary pump shall be maintained on site at all times to be used in the event that the primary pump fails. No wastewater shall be allowed to drain or stand in earthen sump pits.
C. The Contractor shall be required to demonstrate that the pumping system is in good working order and is sufficiently sized to successfully handle flows by performing a test run approved by the Engineer prior to beginning the Work. All discharge piping shall pass an air test of 3.5 psi for a minimum of 60 seconds.
D. The Contractor shall be required to have all materials, equipment, and labor necessary to complete the repair or replacement on the job site prior to isolating the wastewater manhole and beginning bypass pumping operations.
EXECUTION
CONSTRUCTION METHODS
A. Maintain sewage flow to prevent backup or overflow onto streets, yards and unpaved areas or into buildings, adjacent ditches, storm drains, and waterways. The Contractor shall take all necessary steps to prevent flooding of public or private property. Maintaining flow inside the existing pipe during rehabilitation operations is preferred.
B. It is the sole responsibility of the Contractor to locate and identify all existing sewer lines and services and to provide any and all labor, material, equipment, techniques, and methods to bypass pump as necessary for his construction methods and to monitor the effectiveness of this installed system and its effect on adjacent facilities.
C. Any time the bypass pump(s) are operating, an experienced operator shall be on site to monitor the operation: adjust pump speed, valves, etc.; maintain and make minor repairs to the system; and report problems.
D. Pumps must be inspected daily for ragging. Discharge piping must be inspected daily for ragging.
2022 Sewer Collection System 50:6 Section 50
CIPP Rehabilitation Project Maintenance of Flow in Existing Sewers E. Where work requires bypassing beyond working hours, the Contractor shall operate bypass pumping and man the system for twenty-four (24) hours per day.
F. Spill protection and secondary containment is required for the temporary flow management system (including piping and pumps).
This shall include diapers at all pipe joints.
G. Pumps shall be sound attenuated to produce no more than 70 decibels at a distance of 20 feet.
H. Temporary plugs used for bypass pumping shall be reinforced with secondary plugs in the event that the primary plug is compromised.
Plugs shall be redundantly tethered to ensure that they are not lost in the wastewater collector system. Deviations from these requirements will be reviewed by the Engineer.
I. Plugs shall be properly maintained and fully operational during all bypass pumping activities.
J. Contractor is responsible for retrieving any bypass pumping equipment, including temporary plugs that enter the wastewater system.
K. Contractor shall ensure that no damage will be caused to private property as a result of bypass pumping operations. Access to adjacent properties shall be maintained at all times. Ramps, steel plates, or other methods shall be employed by the Contractor to facilitate traffic over surface piping. High traffic commercial properties may require alternate methods.
L. Protect equipment and piping from vandalism and vehicular damage.
M. Contractor shall complete the Work as quickly as possible and satisfactorily pass all tests, inspections, and repair all deficiencies prior to discontinuing bypass pumping operations and returning flow to the sewer manhole or line segment.
N. The Contractor will monitor levels to ensure the system does not surcharge above allowable levels.
O. During bypass pumping, do not allow sewage to be leaked, dumped, or spilled in or onto any area outside of the existing sanitary sewer system.
2022 Sewer Collection System 50:7 Section 50
CIPP Rehabilitation Project Maintenance of Flow in Existing Sewers P. In the event of accidental spill or overflow, immediately stop the discharge and take action to clean up and disinfect the spill. Promptly notify the City so that required reporting can be made to the appropriate regulatory agency.
Q. In the event of accidental spill or overflow, the Contractor is responsible for any damages that may have occurred to public or private property including cleaning, disinfection, and other corrections to the satisfaction of the Engineer at no cost to the City.
R. Contractor shall not intentionally damage, alter, or remove portions of the existing sewer system structures for the purpose of installing a bypass pumping system without specific approval from the Engineer or Inspector. If a structure is damaged, it shall be reconstructed or replaced to the satisfaction of the Engineer at no additional cost to the City.
S. The Contractor shall be responsible for any and all damage that results directly or indirectly from the interference of storm water runoff to bypassing equipment, piping, and/or appurtenances.
T. When bypass pumping operations are complete, prior to breaking down bypass ramps and/or hard piping, all pumps and piping shall be drained into the sanitary sewer prior, flushed with clean water until all discharge is clear. Once flushed, hard piping shall be pigged using air to remove water.
U. After the work has been completed, flow shall be restored to normal.
CONTRACTOR’S RESPONSIBITILITIES REGARDING SANITARY
SEWER OVERFLOWS
A. The Contractor shall ensure that raw sewage will not spill on the ground or into any bodies of water, channels, creeks, or conduits of conveyance of storm water during the performance of this work. The Contractor is responsible for any sewer discharge to the surface due to failure of any component of the bypass pumping system, including but not limited to pumps, pipes, hoses, instrumentation, and power loss. Prior to removal of the bypass pumping pipe, the Contractor shall empty all sewage into the sewer system
B. The Contractor shall be responsible for and shall indemnify and hold the City harmless for any sanitary sewer overflow occurring as the result of the work performed.
2022 Sewer Collection System 50:8 Section 50
CIPP Rehabilitation Project Maintenance of Flow in Existing Sewers C. The Contractor is responsible for and shall indemnify and hold the Owner harmless for any sanitary sewer discharge to the environment due to a failure in the equipment and/or bypassing operation.
D. In the event of a sanitary sewer overflow, the Contractor shall contact the City’s representative immediately. If there is a sanitary sewer discharge to the environment due to a failure in the equipment and/or bypassing operation, the Contractor shall reimburse the City all costs related in any way to compliance with laws, regulatory requirements, and/or court orders and decrees associated with the overflow or discharge event. The costs include but not limited to water quality monitoring, signage, cleanup, fines, legal fees, claims and reporting.
1. In the event that the peak flows during the bypass pumping operation exceed the projected peak flow figures previously provided by the City and a sanitary sewer overflow event occurs when the Contractor’s equipment is operating correctly, the Contractor will not be held liable for the sanitary sewer overflow or discharge.
SCHEDULING
A. Service to laterals may be disrupted for a period of no more than 8 hours. Laterals within residential areas may only be out of service between the hours of 8:00 am and 5:00 pm, Monday through Friday.
Laterals within business areas shall be addressed on a case by case basis. If Contractor feels that it is necessary to disrupt lateral services for a period longer than 8 hours, Contractor shall provide alternate means of service without disrupting use of the service by the owner/resident.
B. The Contractor shall submit a written bypass plan and drawings for review and approval of the Engineer at least 21 days before installation of the bypass system.
C. The Contractor must coordinate maintenance of existing flow with the City and obtain approval of Work associated with maintaining existing flow from the City at least one week prior to the implementation of bypass operations.
D. The Contractor shall notify the Engineer 48 hours prior to commencing or shutting down any approved bypassing pumping operations.
2022 Sewer Collection System 50:9 Section 50
CIPP Rehabilitation Project Maintenance of Flow in Existing Sewers E. The Contractor shall perform leakage and pressure tests of the bypass pumping discharge piping using clean water prior to actual operation. The pressure shall comply with these specifications. The Engineer will be given 24 hour notice prior to testing.
F. The bypassing system shall not be shut down between shifts, on holidays or weekends, or during work stoppages without written permission from the Engineer.
G. Contractor or Subcontractor responsible for bypass pumping shall have a representative on site whose only duty is to maintain and monitor the bypass pumping system until the bypassing of that specific pipeline is no longer required.
H. The Contractor shall report any bypass pumping activities not included in the submitted plan to the Engineer prior to proceeding with these activities.
I. The Contractor shall cease bypass pumping operations when directed by the Engineer.
END OF SECTION
2022 Sewer Collection System 100:1 Section 100
CIPP Rehabilitation Project Site Preparation
SECTION 100
SITE PREPARATION
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Contractor shall furnish all labor, materials and equipment required and perform all site preparation to provide access to the manholes and cleanouts to complete the Work as shown on the Drawings and as specified herein.
B. Contractor shall obtain all permits required for site preparation work prior to proceeding with the Work.
C. Full compensation for furnishing all labor, materials, tools, equipment, incidentals and permits, and for doing all Work involved in this section shall be considered as included in the prices paid for various contract items of Work; therefore, no additional compensation will be allowed.
END OF SECTION
2022 Sewer Collection System 220:1 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
SECTION: 220
FIBERGLASS/ULTRAVIOLET LIGHT CURED-IN-PLACE PIPE (UV CIPP) PART 1 - GENERAL
1.01 SCOPE OF WORK
This section covers the work necessary to furnish and install, complete and place, glass fiber reinforced flexible liner cured-in-place pipe and brim-style lateral seal (Top Hat) with ultraviolet light (UV CIPP) for the rehabilitation of 6 to 15-inch diameter wastewater pipe mainline segments and 4 to 6-inch diameter laterals installed using “Trenchless Technology”, i.e., no excavation or surface restoration is necessary for this Work.
The Contractor shall furnish all labor, equipment, incidentals, and materials necessary to complete the lining of sanitary sewers as specified herein and as shown on the Drawings in conformance to the most recent version and amendments of City of Roseville Design and Construction Standards and as specified in the Contract Documents.
The Work includes the review of preparation of the construction site, cleaning, flushing and pre-lining inspection (CCTV) of pipes and manholes, bypass pumping of sewage flows in mains and service laterals, protection of existing facilities, installation of CIPP lining, CCTV inspection prior to curing, UV curing of CIPP liner, styrene and hazardous gas removal, pipe sealing and finish work at manholes, reinstatement of service connections, cleaning of pipe segments after restoring services, quality control required testing, post-lining CCTV inspection, protection of the site and personnel during the life of the Contract, installation of warning lights and barricades, traffic control, dust control and maintenance of detours, cleanup of the work site, repair or replacement of any damaged surfaces such as paving, seeding, sodding and graveling, and coordination with the City’s electro scan survey.
It is the intent of this specification to provide for the reconstruction of sanitary sewer mains by the installation of a resin-impregnated, glass fiber reinforced flexible liner that is pulled into the original pipeline/conduit and expanded to fit tightly against said pipeline/conduit by air pressure into the existing gravity sewer line. The liner shall be cured with ultraviolet (UV) light and the finished UV CIPP shall be such that when the resin cures, the total wall thickness shall be a homogeneous and monolithic fiberglass and resin composite matrix chemically resistant to withstand internal exposure to municipal wastewater. When formed, the liner shall extend over the length of the pipe between manholes in a continuous, tight fitting, 2022 Sewer Collection System 220:2 Section 220
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watertight pipe-within-a-pipe. The UV CIPP liner shall be designed assuming a fully deteriorated pipe.
Refer to the Proposal Section in the Project Manual for Superintendent’s Minimum Training and Experience/Qualification requirements.
1.02 REFERENCED STANDARDS
The following standards are incorporated into this technical specification by reference.
In case of conflict between the requirements of this section and those of the listed documents, the more stringent requirement shall prevail.
American Society for Testing and Materials (ASTM)
ASTM F2019: Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place
Installation of Glass Reinforced Plastic (GRP) Curedin-Place Thermosetting Resin Pipe (CIPP) ASTM F1216: Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of
a Resin-Impregnated Tube
ASTM F1743: Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation
of Cured-in-Place Thermosetting Resin Pipe (CIPP)
ASTM D5813: Standard Specification for Cured-in Place
Thermosetting Resin Sewer Piping Systems
ASTM D543: Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents and Testing Method of
Plastics to Chemical Reagents
ASTM D578: Standard specifications for Glass Fiber Strands ASTM D638: Standard Test Method for Tensile Properties of Plastics
ASTM D790: Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical
Insulating Materials
ASTM D1600: Abbreviations of Terms Relating to Plastics 2022 Sewer Collection System 220:3 Section 220
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ASTM D2990: Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics
ASTM C581: Standard Practice for Determining Chemical
Resistance of Thermosetting Resins Used in Glass
Fiber Reinforced Structures, Intended for Liquid
Service
International Standards Organization (ISO)
ISO 11296-4: Plastics Piping Systems for renovation of
underground non- pressure drainage and sewerage
networks – Part 4; Lining with Cured-in-Place Pipes
ISO 178: Plastics - Determination of Flexural Properties ISO 899-2: Plastics – Determination of Creep Behavior
ISO 7685: Glass Reinforced Thermosetting Plastics (GRP) Pipes – Determination of Initial Specific Ring Stiffness
1.03 QUALITY ASSURANCE
Work performed under this section shall conform to the Contract Documents and shall comply with all standards, rules and regulations, laws and ordinances of the City and all other authorities having jurisdiction, as amended. That which is necessary to make the Work comply with the above requirements shall be provided without additional cost to the City.
A pre-liner shall be added during manufacturing to protect the resin from contact with water.
The finished UV CIPP liner shall be continuous over the entire length of run between two manholes and shall be free from visual defects and other acceptance requirements included in paragraph 3.18 of this section. The finished liner shall meet or exceed the requirements of Section 2.02-Liner Design Criteria of this specification.
The Contractor shall keep a log (on-site) and shall document curing scheduling and UV exposure during the installation of the pipe liner. The Contractor shall submit this information to the City’s Engineer.
The Contractor shall televise the installed liner before curing of the liner and after existing services have been reconnected and manhole work has been completed per the CCTV Inspection requirements in Section 30.
The Contractor shall repair all damages or other items not meeting the 2022 Sewer Collection System 220:4 Section 220
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Acceptance Requirements under paragraph 3.18 of this section that are identified at its own expense.
In addition to CCTV inspections, this Project includes quality control inspections by the City with the use of Electro Scanning Surveys as described in Section 30.
Refer to paragraph 3.18 in this section for acceptance requirements.
1.04 SUBMITTALS
In addition to the experience and certification requirements submitted for the Superintendent with the bid, the Contractor’s staff experience shall meet as a minimum the following requirements and shall be submitted prior to the start of construction. A least one of the submitted and approved staff members for each category below shall be onsite doing the Work at all times. The inability to document such experience may be grounds for rejecting the Contractor’s proposed staff:
1. Installer(s): At least one (1) person other than the Superintendent shall have a minimum experience of installation of at least 5,000 LF of 6-inch or greater CIPP in the last three (3) years.
2. Lateral Cutter Technician(s): A minimum project experience of reinstating at least 150 laterals in the last three (3) years.
Before any pipe rehabilitation products are delivered to the job site, the Contractor shall submit to the Engineer a complete list of all material proposed to be submitted, furnished and installed. The Contractor shall not permit the commencing of the fabrication of the UV CIPP tubes for this Project or any sewer lining component to be brought onto the job site until it has been approved via submittal response by the Engineer. The following information shall be submitted:
UV CIPP System Manufacturer’s certification that the materials to be used on the project meet the appropriate qualifications-based requirements of ASTM D5813 for the type of UV CIPP System proposed. Included in this certification package shall be the Manufacturer’s recommendations for the shipping, storage and handling of all the components of the UV CIPP System throughout the construction process; as well as the Manufacturer’s recommended UV-light intensity level(s) and exposure times for the initiator chemistry used and the internal pressure(s) to be used throughout the various phases of the installation process.
Manufacturer must be ISO 9001 certified.
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UV CIPP System Manufacturer’s product specific data for the resin and initiator chemistry system, including:
a. Resin trade name with formulation specific numbering. b. Resin Infrared Spectrographic documentation.
c. Resin physical properties testing documentation; Shortterm (Initial) Flexural Strength and the Short-term (Initial) and Time Dependent Flexural Modulus obtained in
accordance with the appropriate ASTM Standard for the
UV CIPP product being installed.
d. Safety Data Sheets (SDSs) for all hazardous chemicals used or expected to be on-site.
UV CIPP System Manufacturer’s product specific data for the glass fiber tube for this Project; including the maximum allowable pulling force that will not damage the tube or compromise the physical properties of the finished UV CIPP.
a. Tube trade name with fabrication specific numbering. b. Finished UV CIPP physical properties testing
documentation (results of the qualification-based testing) using the resin system above with the proposed tube
construction: Short-term (Initial) Flexural Strength and the Short-term (Initial) and Time Dependent Flexural Modulus in accordance with the appropriate ASTM or ISO standard.
System Manufacturer's UV CIPP product specific qualificationbased testing to further verify the in-ground performance requirements.
a. Strain Corrosion Resistance testing documentation using the submitted resin system for any UV CIPP product
proposed that incorporates a fiber-reinforced tube
construction; having a demonstrated minimum retention
factor for the design life requirements contained later herein.
b. Chemical Corrosion Resistance testing documentation per paragraphs 6.4.1 and 6.4.2 of the ASTM standard D5813
for all types of UV CIPP construction.
Manufacturer's product specific information on the pre-liner or outer polymeric membrane (film) designed to encapsulate the resin system in the tube and provide for a water-tight, styrene emission abatement barrier on this Project. Also included shall be specific information on the inner polymeric membrane, whether permanent or temporary, that is designed for the UV CIPP System's 2022 Sewer Collection System 220:6 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
installation process which should be designed to provide for the abatement of any styrene gas, volatile organic compounds (VOCs), and hazardous air pollutants (HAP) emissions during the transportation and installation process.
Manufacturer’s product specific data and instructions for all end sealing materials and grout to be used at the manholes. Material shall be shown in the product literature to be compatible with (or formulated for) the environmental service conditions of the manhole/pipe being lined and capable of serving for the design life of the UV CIPP liner installed.
Contractor’s satisfactory written certification of compliance with the manufacturer's standards for all materials and conformance with the methods of the manufacturer and ASTM requirements.
Design calculations for the reach specific wall thickness designs in accordance with accepted engineering design methodologies for the pipe geometry of the pipe structure. Calculations shall be completed and sealed by an engineer with a demonstrated proficiency in the design of UV CIPP (i.e. close-fit un-bonded liners) and licensed in California. Calculations shall follow the UV CIPP Design Criteria described later herein. Favorable review of the design calculation by the Engineer is required prior to liner manufacturing.
Test data for third party, long term Flexural Creep Modulus in accordance with ASTM D2990 and this section.
Project Work Plan including:
a. Work sequence and schedule duration for all required Work.
b. Listing and layout of equipment to be used on site.
c. Designated storage location that will protect the liner from pre-mature curing prior to installation.
d. Odor control plan that will ensure that project specific odors will be minimized at the project site and surrounding area. e. Detailed method for addressing field sampling
requirements, including location and size of each sample, method of removal, and method of liner repair.
f. Detailed method for addressing resin and catalyst mixing, sampling and quality assurance testing requirements
2022 Sewer Collection System 220:7 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
during the wet-out process.
g. The method and equipment used to reinstate connecting sewers.
h. Manhole connection details including how the
liner/manhole connection will be sealed.
i. Emergency Plan that includes the following and shall be kept on site during the entire duration of active UV CIPP installation:
j. The procedures that will be followed in event of a health and safety emergency, pump failure, sewer overflows,
service backups, and sewage spillage.
k. Addresses the dangers associated with sewer
rehabilitation work.
l. Identifies the on-site designated Health and Safety Officer. m. List of the rehabilitation equipment that shall be inspected on daily basis.
n. Description of proposed methods and equipment to be
used to repair unacceptable UV CIPP defects and for
removing failed UV CIPP. These shall be as developed by the UV CIPP System manufacturer to ensure that the
required service life of the UV CIPP will still be achieved after the repair(s) is/are made. These repairs shall not be implemented without approval of the Engineer.
o. The Emergency Plan shall also include availability and accessibility of backup equipment such as air
compressors, light train components, and lateral cutters.
Shop drawings which detail short and long term properties (providing all supporting test data) of all component materials and construction.
Inspection log of existing pipe inside diameters for liner fit.
The Contractor shall submit the following within an Area Work Plan at least 21 days prior to starting Work in each Area:
Contractor’s UV CIPP installation site plan including site layout, field verified reach lengths, equipment location, access points, termination points for each reach, and method of UV CIPP insertion (e.g. pulled-in-place).
List of identified insertion manholes and inspection logs for each manhole.
Preliminary CCTV video inspection per Section 30.
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CIPP Rehabilitation Project UV Cured-in-Place Pipe
Specific Traffic Control Plans and Detailed Bypass Plan by Area per Section 30 and Section 50.
The Contractor shall submit to the City’s Engineer the following information for each UV CIPP reach within seven (7) calendar days of installation of the UV CIPP:
Hardening Documentation (Curing Logs): This documentation shall be in the form of a log of the light intensity(s) and length of exposure time as the light train moves along the length of the subject reach of pipe. This log shall also be imprinted with the air pressure maintained inside of the liner during the hardening process. The data shall be recorded in a digital format that is tamper proofed per this section and Section 30.
The Contractor shall submit the following information prior to Final Acceptance:
Documentation demonstrating that the required quality control plan for each reach of UV CIPP installed was properly executed.
Include documentation from pre, during, and post installation CCTV Inspections.
Documentation of the test results from the Quality Assurance samples taken of the installed UV CIPP demonstrating compliance with the Manufacturer's stated Short-term Flexural Strength and Flexural Modulus; and with the minimum finished wall thickness of 3 mm.
Documentation of any corrective actions that were taken to address any defects and/or cosmetic blemishes to the UV CIPP that was required of the Contractor following the UV CIPP System Manufacturer's recommendations and as approved by the
Engineer.
Warranty per paragraph 1.07 of this section.
1.05 PRODUCT HANDLING
Protection: The Contractor shall use all means necessary to protect sewer lining materials before, during and after installation and to protect the installed work and materials. In the event of damage, immediately make all repairs and/or replacements necessary to the approval of the Engineer, at no additional cost to the City.
2022 Sewer Collection System 220:9 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
1.06 EXISTING SEWER SYSTEM
Active Sewers: The Contractor shall maintain in operating condition all active sanitary sewers encountered in the sewer lining installation.
Connections to Existing Sewers and Manholes: The Contractor shall make all required connections to existing sewers and manholes and carry out such work in accordance with these Contract Documents. Extreme care to prevent debris from entering into existing sewers to be lined shall be exercised.
1.07 WARRANTY
The Contractor shall warrant all work to be free from defects in workmanship and materials for a period of one (1) year from the date of final acceptance of all Work by City Council.
During the warranty period, any defects which will affect the integrity or strength of the UV CIPP, collect solids, reduce hydraulic flow capabilities, or reduce CCTV or cleaning access of the lined collection pipes shall be repaired at the Contractor’s expense in a manner mutually agreed upon by the City and the Contractor.
PART 2 - PRODUCT REQUIREMENTS
2.01 PRODUCTS
The liner pipe material shall be designed for use in gravity sanitary sewers and shall be in conformance with all applicable sections of ASTM F2019 specifications. Materials and procedures used in the UV CIPP rehabilitation process shall be equal to or exceed the manufacturer's standards. The CIPP design shall assume no bonding to the original pipe wall. The hydraulic profile shall be maintained as large as possible. The pipe liner shall have at a minimum the full flow capacity of the original pipe before rehabilitation. Calculated capacities may be derived using a commonly accepted roughness coefficient for the existing pipe material taking into consideration its age and condition.
UV CIPP Tube
The UV CIPP tube shall consist of one or more layers of glass fiber reinforced materials capable of carrying resin, withstanding installation pressures and curing temperatures. The UV CIPP tube should be compatible with the resin system to be used on this Project. The material should be able to stretch to fit minor irregular pipe sections.
2022 Sewer Collection System 220:10 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
The UV CIPP tube should be fabricated under controlled
conditions to a size that, when installed, will tightly fit the internal circumference and the length of the original conduit. The tube shall have sufficient strength to bridge missing pipe sections, with the use of a reinforcing cloth sleeve if necessary and have a minimum service life of 50 years.
Contractor shall verify the lengths in the field before cutting the UV CIPP tube to length. Continuous individual liners can be made over one or more manhole to manhole sections. The Contractor shall measure the inside diameter of the existing pipe in the field so that the liner can be lined in a tight fitted condition.
The UV CIPP tube shall be uniform in thickness and when subjected to the manufacturer’s recommended installation pressures shall meet or exceed the designed wall thickness.
Interior and exterior layers shall be styrene barriers, as well as protect and contain the resin used in the liner.
A protective layer shall be installed on the exterior of the liner to prevent liner damage during the installation process and block external UV light penetration causing the liner to cure prematurely.
It shall be robust enough to survive the rigors of the sliding of the tube into its final position in the pipe to be renewed.
The liner shall be constructed of with an inner layer material capable of giving the exposed inside surface a resin rich layer.
The wall color of the interior pipe surface of UV CIPP after installation shall be a light reflective color so that a clear detailed examination with CCTV inspection may be made. The inner wall of the liner shall be light blue, light green, light red (vitrified clay color), or natural. Other colors are not acceptable including but not limited to white, yellow, black, blue, and light purple. The tube shall be marked for distance at regular intervals along its entire length.
Such markings shall include the manufacturer’s name or identifying symbol.
The interior wall of the finished UV CIPP shall be compatible with the resin system used, translucent enough that the resin is clearly visible, and shall be firmly bonded to the glass fibers or other material when it is to become a permanent part of the finished UV CIPP. It shall also be formulated to create an impermeable barrier or membrane against the leaching of any volatile components of 2022 Sewer Collection System 220:11 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
the resin system such as styrene, VOCs, and HAP prior to resin hardening taking place.
The tube shall be saturated with the appropriate resin using a vacuum-assisted resin bath to allow for the lowest possible amount of air entrapment.
The fiberglass within the liner shall be a non-corrosive material and shall be free from tears, holes, cuts, foreign materials and other surface defects and subject to inspection by the City. Its glass fibers must extend in a longitudinal direction to ensure minimal longitudinal stretching during the pull-in process.
The tube shall have an allowance for the required circumferential and longitudinal stretching during installation.
The finished liner shall fit tightly and neatly against the existing pipe walls. The liner shall be fabricated from materials which, when cured, will be suitable for continuous service in sewerage environments, external exposure to soil bacteria, and chemical attack which may be due to materials in the surrounding ground or sewage within.
At time of manufacture, each lot of UV CIPP tube shall be inspected and certified to be free of defects.
Resin
The resin used shall be compatible with the rehabilitation process used, and designed for a wastewater environment. The resin shall be able to cure in the presence or absence of water.
The resin used to impregnate the liner shall produce a cured liner pipe resistant to shrinkage, corrosion, abrasion and shall have a proven resistance to municipal wastewater.
The resin shall be a chemically resistant, UV cured resin that when properly cured meets the minimum requirements given herein or those that are to be utilized in the design of the UV CIPP System for this Project. When combined with the UV CIPP tube, the resin system shall provide a UV CIPP that complies with the chemical resistance requirements specified in ASTM F2019, Section 5.2.6.
The chemical resistance tests shall be completed in accordance with ASTM D543.
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CIPP Rehabilitation Project UV Cured-in-Place Pipe
When combined with the UV CIPP tube, the resin system shall provide a UV CIPP that meets the structural requirements of ASTM F2019, the minimum physical properties specified in this section paragraph 2.02.E below and those properties which are to be utilized in the design of the lining system for this Project.
Resins may contain pigments, dyes, or colors that do not interfere with visual inspection of the resin-impregnated UV CIPP or its required properties.
The impregnation equipment shall contain devices to secure a proper distribution of resin.
Following impregnation, the fabric liner shall be exposed to a resin thickening procedure.
End Seals
Preformed Hydrophilic Gasket - The ends of the installed CIPP entering and exiting the manholes or other access structures shall be sealed with a preformed neoprene rubber gasket material that possesses significant expansive properties that are activated by the presence of any water at the host pipe-CIPP interface to provide for a watertight seal. Hydrophilic caulks, hydraulic cements and quick-set cement products are not acceptable for this application. Acceptable materials shall be those products that have a demonstrated performance for the environmental service conditions of the host pipe, and are capable of undergoing alternate wet and dry ground conditions without deleterious effects.
Resin Epoxy Mixture – A resin epoxy mixture that is recommended by the liner manufacturer, is compatible with the liner/resin system and that can help to provide a watertight seal shall be available onsite if needed in combination with the hydrophilic gasket. Hydraulic cements and quick-set cement products are not acceptable.
Acceptable materials shall be approved epoxy type products that will bond, not crack, dry up, slough off, or shrink over time, and provide a smooth transition at the manhole invert and sidewalls.
The end sealing material shall be compatible with the pipe liner pipe and shall provide a watertight seal.
The grout applied shall have non-shrink characteristics.
Top Hats (Brim-Style Lateral Seals)
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CIPP Rehabilitation Project UV Cured-in-Place Pipe
1. The cured insert shall consist of materials chemically resistant to domestic sewage.
2. Fiberglass materials shall be corrosion resistant E-glass (ECRglass). The fiber glass material shall be factory impregnated with Polyester resin, and in its pre-impregnated state delivered to the job site in sealed bags.
3. When the laminate is mounted on the applicator; Epoxy resins or other proprietary products shall be used to secure a permanent bond between the laminate and liner and the existing lateral pipe.
4. The laminate shall be constructed with sufficient flexibility, ensuring complete lateral conformity to the main pipe in angles ranging from 45 and 90 degrees.
5. The laminates shall be 100% saturated with resin and have sufficient thickness to ensure a watertight seal.
6. The laminate shall be fabricated to fit the specific size of the lateral pipe.
2.02 LINER DESIGN CRITERIA
Each UV CIPP shall be designed to withstand internal and/or external loads as dictated by the site and pipe conditions. Unless specified differently in the Contract Documents, the design thickness of the UV CIPP shall be derived using the standard engineering methodology as found in ASTM F1216, Appendix X1, but in no case shall be less than 3 mm. The thickness should be increased in 0.5-mm increments as necessary to meet ASTM F1216/F2019 design formula. The thickness calculations, signed and sealed by a registered professional engineer, shall be submitted to the City prior to UV CIPP installation.
The layers of the finished UV CIPP shall be uniformly bonded. It shall not be possible to separate any two layers with a probe or point of a knife blade so that the layers separate cleanly or such that the knife blade moves freely between the layers. If separation of the layers occurs during testing of the field samples, new samples will be cut. Any reoccurrence may be cause for rejection of the Work.
The Enhancement Factor ‘K’ to be used in the UV CIPP design shall be assigned a value of 7. All existing pipes shall be considered fully deteriorated.
2022 Sewer Collection System 220:14 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
Long-term testing in general accordance with ASTM D2990 must have been performed for flexural creep of the UV CIPP pipe material to be installed. This is a performance test of the materials (UV CIPP tube and resin) and general workmanship of the installation and curing as defined within the relevant ASTM standard. Such testing results are to be used to determine the long-term, time dependent flexural modulus to be utilized in the product design. A percentage of the instantaneous flexural modulus value (as measured by ASTM D790 testing) shall be used in design calculations for external buckling. The percentage, or the long-term creep retention value utilized, shall be verified by this testing. Retention values exceeding 50% of the short-term test results shall not be applied unless substantiated by qualified third party test data to the City's satisfaction.
The materials supplied shall be of a quality equal to or better than the materials used in the long-term test with respect to the initial flexural modulus used in the UV CIPP design.
The UV CIPP and Top Hats shall meet the following minimum strength requirements:
The required UV CIPP wall thickness shall be based at a minimum on the physical properties paragraph 2.02.E. of this section shown above and in accordance with ASTM F2019 and the design equations in the Appendix X1 of ASTM F1216, but no less than 3 mm with the following design parameter considerations:
DESIGN PARAMETER VALUE
Design Safety Factor (typically used value) 2.0
Retention Factor for Long-Term Flexural Modulus to
be used in Design (or as determined by long-term
tests described in Section 2.02.D and approved by
the City)
50% max
FIBERGLASS SYSTEM CURED BY UV: MINIMUM PHYSICAL
PROPERTIES
STRUCTURAL /
MECHANICAL
PROPERTY
ASTM TEST
METHOD
ASTM
MINIMUM
SHORT TERM
VALUE
ASTM MINIMUM
LONG TERM
VALUE
Flexural Strength D790 6,500 psi.
Flexural Modulus D790 725,000 psi. 362,500 psi.
Tensile Strength D638 9,000 psi.
2022 Sewer Collection System 220:15 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
DESIGN PARAMETER VALUE
Ovality* (calculated from (X1.1 of ASTM F1216) % (1)
Enhancement Factor, K 7.0
Groundwater Depth (above invert of pipe) feet (1)
Soil Depth (above crown of pipe) feet
Soil Modulus psi (1)
Soil Density lb/ft3 (1)
Live Load e.g. H-20 Highway
Design Condition (partially or fully deteriorated)* *
* Design conditions of pipeline shall be assumed as fully deteriorated (See ASTM F1216 Appendix X1). The City will be sole judge as to pipe conditions and parameters utilized in design.
(1) In the absence of other information and to ensure uniformity in bidding, the following assumptions shall be used: ovality = 2% groundwater depth at half depth to invert; soil modulus = 1000 psi; soil density = 120 lb/ft3.
PART 3 - EXECUTION
3.01 GENERAL
This section is intended to provide the Contractor with general guidance on the methods to be used to install the sewer pipe using the deformed and reformed pipe liner method, the UV CIPP liner method, and the Top Hat CIP fiberglass lateral seal method. Nothing contained herein shall relieve the Contractor from completing the pipe rehabilitation in the most feasible, efficient and safe manner, using required materials to meet the existing pipe lines and grades and to the requirements of the Contract Documents.
3.02 REVIEW EXISTING CONDITIONS
Review Existing Conditions
Prior to ordering, fabrication, or the commencement of lining any pipes, the Contractor shall perform a site review, pre-cleaning and pre-lining inspection of the pipes and access manholes to verify existing field conditions.
2022 Sewer Collection System 220:16 Section 220
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Line Obstruction
It shall be the responsibility of the Contractor to clear the line of obstructions or collapsed pipe that will prevent the insertion of the linear or CCTV camera. If inspection reveals an obstruction that cannot be removed by conventional sewer cleaning equipment, then the Contractor shall immediately notify the City’s Engineer.
The Contractor may be asked to make a point repair excavation to uncover and remove or repair the obstruction as extra work, or this work may be performed by City Staff. The Contractor shall not proceed with any extra work without written direction from the City’s Engineer.
Discrepancies
In the event of discrepancy from what is included the Contract Documents, the Contractor shall immediately notify the Engineer.
The Contractor shall not proceed with the installation in areas of discrepancy until all such discrepancies have been fully resolved with the City or City’s Engineer.
3.03 FIELD MEASUREMENTS
The Contractor shall make all necessary measurements in the field to ensure precise fit of items in accordance with the Contract Documents.
3.04 INSPECTION OF PIPE LINER
No pipe shall be lined without proper notification of the Engineer. Each pipe liner shall be subject to inspection by the City, immediately prior to installation. Defective liner will be rejected and replaced at the Contractor’s expense.
3.05 PREPARATION
The following installation procedures shall be adhered to unless otherwise approved by the Engineer.
Safety
Contractor shall complete all Work in strict accordance with all applicable current OSHA standards and manufacturer’s safety requirements. It shall be the Contractor’s responsibility to comply with OSHA Standards and Regulations pertaining to all aspects of the Work. Particular attention is 2022 Sewer Collection System 220:17 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
drawn to those safety requirements working with hazardous/combustible materials, scaffolding and entering confined spaces.
Persons near CIPP installation sites have reported odors and illness symptoms (i.e., nausea, headache, vomiting, difficulty breathing, eye and nasal irritation, etc.). The recommendation is that person at or near CIPP sites minimize dermal and inhalation exposures, monitor emissions, use appropriate personal protective equipment, and capture emissions and confirm this by monitoring.
Off-set Joints
Off-set joints greater than 0.5-inches shall be ground to provide a smooth transition. Mechanical grinding equipment suitable for use on the existing pipe shall be used to grind off-set joints. After grinding operations have been performed, the pipe shall be thoroughly cleaned of debris. A recorded inspection of the repaired location shall be performed and submitted to the Engineer for review on a USB Flash Drive.
Intruding Taps
Intruding taps or services shall be trimmed flush with the inside of the main sewer wall. Mechanical grinding equipment suitable for use on the existing pipe shall be used. Trimming shall not cause damage to the lateral or service beyond the inside face of the main sewer.
After grinding operations have been performed, the pipe shall be thoroughly cleaned of debris. A recorded inspection of the repaired location shall be performed and submitted to the Engineer for review on a USB Flash Drive.
Sewer Bypassing and Dewatering
Contractor shall be responsible for bypassing sewer flow around their Work and dewatering of sewer lines in accordance with Section 50.
3.06 EQUIPMENT
All equipment specified shall be in good working condition and manufactured or fabricated to withstand the severity of the Work.
A CCTV camera shall be located on the ultraviolet light train assembly. 2022 Sewer Collection System 220:18 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
The Contractor shall provide a minimum of two (2) complete, functional cutters for lateral reinstatement plus spare key components on the jobsite at all times.
3.07 PROTECTION OF EXISTING UTILITIES
The Contractor shall protect the manholes to withstand forces generated by equipment, water or air pressure used while inserting the liner.
The Contractor shall be fully responsible for any damages to existing utilities caused by the Contractor’s operations.
3.08 PUBLIC NOTIFICATION
The Contractor shall make every effort to maintain service usage throughout the duration of the Project. In the event that a service will be out of service, the maximum amount of time of “no service” shall be 8 hours for any property served by the sewer. A public notification program shall be implemented, and shall as a minimum, require the Contractor to be responsible for contacting each home or business connected to the sanitary sewer and informing them of the Work to be conducted, and when the sewer will be off-line. The Contractor shall also provide the following:
Written notice to be delivered to each home or business 48 hours prior to the beginning of Work being conducted in the Area, and a local telephone number of the Contractor they can call to discuss the Project or any problems which could arise. The notice shall be submitted to the Engineer for approval.
Personal contact with any home or business, as well as the City Engineer, which cannot be reconnected within the time stated in the written notice.
3.09 DELIVERY, STORAGE AND HANDLING:
Contractor shall protect, store, and handle materials during transportation and delivery, while stored on-site, and during installation following manufacturer's recommendations.
The resin impregnated UV CIPP liner shall be maintained at a proper temperature and protected from sunlight in facilities to prevent premature curing at all times prior to installation. Any UV CIPP showing evidence of premature curing shall be rejected for use and will be removed from the site immediately. The use of promoters must be pre-approved by the City. 2022 Sewer Collection System 220:19 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
If any part of the UV CIPP material becomes damaged before or during insertion, it shall be repaired or replaced at the Contractor's expense before the Work may proceed.
3.10 INSTALLATION
Contractor shall be an approved licensed installer of the UV CIPP liner system.
The liner shall be installed through the existing manholes, in accordance with the manufacturer's recommendations and procedures and Contract Document requirements. The CIPP liner shall be continuous over the entire length between manholes and cleanouts, and be as free from visual defects. The pipe liner shall be finished at the manholes wall to allow for a water tight seal.
UV CIPP installation shall be in accordance with ASTM F2019, Section
6.2, and the following:
Liner protection: Prior to inserting the liner, and if required based on the condition of the host pipe surface, a plastic sheet at least 10 mils thick (0.254 mm) shall be pulled into the host pipe to protect the liner from damage as the liner is pulled in.
Liner Insertion: The liner shall be pulled-in through an existing manhole or approved access point and shall fully extend to the next designated manhole or termination point. The pulling speed and pressures shall not exceed manufacturer’s recommended limits. Care shall be exercised not to damage the liner during the pulling phase.
Liner Inflation: The liner shall then be inflated with air and sufficient pressure to hold the liner tight to the host pipe wall.
Reinforcing cloth sleeves capable of withstanding installation air pressures shall be used on exposed liner outside the host pipe to prevent over expansion and damage to liner.
Liner Inspection: After insertion and inflation, the Contractor shall inspect the entire length of liner prior to commencement of the curing process. Contractor shall use the CCTV camera located on the ultraviolet light assembly to enable the video inspection of the liner and to ensure that the liner has been properly inflated and any liner problems can be identified before curing begins. 2022 Sewer Collection System 220:20 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
3.11 CURING
UV CIPP and Top Hat curing shall be in accordance with applicable ASTM F2019, Section 6.7, with the following modifications:
The ultraviolet curing lamps shall operate in a sufficient frequency range to ensure the curing of the resin. The speed of the light train system shall be in accordance with the manufacturer’s recommendation.
The Contractor shall submit a documented record of time, rate of travel of the ultraviolet light assembly, and internal temperatures and pressures during the curing process to the Engineer.
The Contractor shall take precautions to minimize the release of styrene gas, VOCs, and HAP generated during the setup and UV CIPP lining process, and prevent such odors from entering structures, businesses, or other types of establishments, through service connections or other plumbing fixtures.
For resin not encapsulated in the tube, the capture and disposal of any process water or condensate resulting from the installation and flushing of the CIPP is required.
Styrene air emissions shall comply with Federal, State and District requirements.
3.12 FINISH WORK AT MANHOLES
Where the UV CIPP is installed through an intermediate manhole uninterrupted, the invert shall be maintained smooth through the manhole, with approximately the bottom half of the UV CIPP continuous through the manhole. The invert of the manhole shall be shaped and grouted as necessary to support the liner. The cost of this Work shall be included in the UV CIPP unit price.
Finishing at Ends:
Final trimming of the UV CIPP at any manhole/access point shall be done in such a manner as to provide a long-term mechanical connection between the UV CIPP and the host pipe.
The seal between the UV CIPP and the host pipe at manhole shall be water-tight for the stated service life (50 years) of the UV CIPP installation using the preformed hydrophilic gasket. No water shall be able to migrate between the UV CIPP and the host pipe. 2022 Sewer Collection System 220:21 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
If the hydrophilic gasket fails to make a water tight seal, the Contractor shall apply a resin mixture that provides a watertight seal.
If the UV CIPP terminates on either side of a manhole, the invert through shall be built up to remove any flow restrictions and to form a continuous invert through the manhole.
The cost for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all Work involved in providing a water tight seal between the liner and the manhole shall be considered as included in the contract prices paid for sanitary sewer main pipe liner installation and no additional compensation will be allowed.
3.13 REINSTATE LATERALS AND SERVICES
Accurate location of the lateral and service connections shall be made by inspection of the pre-installation video. Contractor shall determine the location of all sewer service connections in the field by CCTV inspection prior to lining of the sewer.
After the UV CIPP has been installed and fully cured, all existing active lateral sewers and services shall be reinstated unless otherwise indicated by the City. The reinstatement of laterals shall be done without excavation unless otherwise specified by the Engineer. Laterals shall be located for reinstatement from the cleanout unless an existing cleanout does not exist. Reinstatements shall be performed from the lateral or a lateral deployable drill to locate the lateral for reinstatement from inside the main for all laterals with existing cleanouts. For laterals without cleanouts, the Contractor shall locate the lateral based on CCTV and/or physical staking.
For the sites where cleanouts cannot be located, the Contractor shall reinstate the service laterals from inside the sewer main.
A remote cutting tool shall reopen all existing active service connections in each length of sewer by cutting a hole matching the shape of the service connection. A fully restored service connection shall exhibit a nearly fullgeometry hole, free from burrs or projections and with a smooth and crack-free edge. The hole shall be 95 percent minimum and 100 percent maximum of the original service connection opening. The invert of the service connection shall match the bottom of the reinstated service opening and shall produce no interruption of the flow from the lateral.
Coupons of pipe material resulting from service tap cutting shall be collected at the next manhole downstream of the pipe rehabilitation 2022 Sewer Collection System 220:22 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
operation prior to leaving the site. Coupons shall not be allowed to pass through the system.
Contractor may use “brushing” as a technique to smooth edges of reinstated lateral openings.
The Contractor shall re-open any service lateral that does not meet these requirements as evidenced by the post-rehabilitation inspections at no additional cost to the City.
If sewer and/ or service connection is damaged during the restatement and trimming operation, the Contractor shall repair the damage. Any repair shall be approved by the City prior to beginning repair work.
3.14 INSTALLATION AND CURING OF TOP HATS (BRIM-STYLE LATERAL SEALS)
Contractor shall be an approved licensed installer of the service lateral connections sealing system.
Preparation:
Deposits on the pipe wall in the lateral pipe shall be removed. The removal shall reach at least 12 inches into the lateral from the main pipe to allow the lateral bladder’s inflation.
Following the mainline lining, the lateral shall be opened 100% so there is no flow restriction between the lateral and rehabilitated sewer main. Overcuts cannot exceed one inch from the edge of the lateral.
Prior to installation of the lateral seal, the area in and around the lateral shall be checked for debris from the cutting operation or debris left in the lateral from the time of blockage. Where such debris are found, initial cleaning of the area by high pressure hydraulic cleaning is required.
Installation:
Bypassing: The Contractor shall be responsible for bypassing of sewage as needed during lateral seal installation per Section 50.
Protection: Sheltered in a covered area, protected from UV-light radiation, the laminate shall be removed from its packaging and placed on the prepared applicator.
2022 Sewer Collection System 220:23 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
The edges of the laminate shall next be coated with an additional suitable bonding agent to ensure a seal between the laminate, the mainline liner, and the lateral pipe.
Sufficient air pressure shall be supplied to tightly press the laminate up against the mainline and lateral.
When sufficient air pressure is reached, the UV-light curing system shall be activated from the time recommended by the manufacturer to complete a successful cure.
When cured, the liner tube shall extend a minimum of 6 inches into the service lateral forming a continuous, one-piece, tight-fitting, corrosion-resistant and verifiable non-leaking lateral connection liner.
3.15 CUTTING OF EXISTING PROTRUDING CIPP LINED SERVICE
In locations shown on the Drawings, Contractor shall cut existing CIPP lined service within an existing lined CIPP sewer main. The intruding service shall be trimmed flush with the inside of the main sewer wall. The existing sewer main CIPP liner shall be protected and trimming shall not cause damage to the lateral or service beyond the inside face of the main sewer.
After trimming operations have been performed, the sewer main shall be thoroughly cleaned of debris.
A recorded inspection of the repaired location shall be performed and submitted to the Engineer for review on a USB Flash Drive.
3.16 QUALITY ASSURANCE PROCEDURES
UV CIPP installation shall be inspected by post-lining video inspection in accordance with ASTM F2019, Section 7.3 and Section 30. No infiltration of groundwater should be observed. All service entrances should be unobstructed and accounted for.
In addition to CCTV inspections, this Project includes quality control inspections with the use of Electro Scanning Surveys as described by Section 30. Acceptance testing of all repairs, relining, and renewal, shall be performed using electro scan inspection and shall be performed by the City.
2022 Sewer Collection System 220:24 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
Refer to paragraph 3.18, Acceptance Requirements in this section, for complete requirements for acceptance.
Field Samples
Field sampling procedures shall be in accordance with ASTM F2019.
For every reach of mainline, two (2) samples (one upstream and one downstream), and representative samples of lateral seals per Section 20 shall be processed and tested. The UV CIPP physical properties shall be tested in accordance with ASTM F2019, Section 7. The flexural properties must meet or exceed the values listed in paragraph 2.02.E. of this section and the values submitted to the City by the Contractor for this project’s UV CIPP wall design, whichever is greater.
Flexural testing of the collected samples shall be conducted in accordance with ASTM D790, latest version, with only the structural portion of the UV CIPP being tested.
Testing shall be completed by an accredited, independent laboratory and paid for by the Contractor. Testing results shall be provided to the City within seven (7) days of receipt of such results.
Wall thickness of samples shall be determined in a manner consistent with 7.1.4 of ASTM F2019. The minimum wall thickness at any point shall not be less than 87.5% of the specified design thickness calculated in paragraph 2.02.E of this section. The average wall thickness shall not be less than the specified thickness.
3.17 CLEAN-UP
Contractor shall restore or replace all removed or damaged paving, curbing, sidewalks, gutters, shrubbery, fences, sod or other disturbed surfaces or structures to a condition equal to that before the Work began, to the satisfaction of the Engineer and appropriate property owner, and shall furnish all labor and material incidental thereto. All such work shall be the full responsibility of the Contractor and there shall be no additional cost claim by the Contractor for such restoration work.
Surplus liner material, tools and temporary structures shall be removed by the Contractor. All dirt, rubbish and other materials from cleaning, and construction operations shall be legally disposed of by the Contractor and the construction site shall be left clean to the satisfaction of the City. 2022 Sewer Collection System 220:25 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
3.18 ACCEPTANCE REQUIREMENTS
Acceptance of the UV CIPP installed on this Project shall be based on compliance with the Contract Documents as demonstrated with submitted quality control reports, curing logs, post-installation inspection videos and laboratory quality assessment test results, and the City’s electro scan inspection.
The finished UV CIPP liner shall meet the following requirements for acceptance:
The finished UV CIPP liner shall be continuous over the entire length of an insertion run and be free from visual defects such as foreign inclusions, dry spots, pinholes, leaks, cracks, delamination, lifts, unsecured joints, serious abrasion, kinking, flattening, holes, blisters, wrinkles, and other defects which in the opinion of the Engineer are not acceptable and would impair the serviceability of the new piping system. The UV CIPP shall be homogeneous across the entire wall thickness containing no intermediate or encapsulated elastomeric layers and free of any leakage from the surrounding ground to the inside of the UV CIPP. No material shall be included in the tube that may cause delamination in the cured CIPP. No dry or unsaturated layers shall be evident.
The UV CIPP shall fit tightly to the internal circumference of the existing pipe; there should be no visible annular space at the lateral openings.
Wrinkles or fins are undesirable cosmetic defects that may affect the operation of the subject reach of pipe. If wrinkles are detected in the installed liner, the Contractor shall provide photographs and dimensions of the wrinkle including height, length, and direction. Wrinkles in the finished liner pipe which cause a backwater greater than one (1) inch, or reduce the hydraulic capacity or access of the pipe as determined by the Engineer are unacceptable and shall be removed or repaired by the Contractor at no additional cost to the City. Wrinkles in the finished liner pipe that reduce the structural stability of the pipe are unacceptable. If a void between the wrinkle and the pipe exists, the Contractor shall repair or replace that section of the pipe at no additional cost to the City. Methods of repair shall be proposed by the Contractor and submitted to the Engineer for review and approval.
Hardened "lifts" in the finished UV CIPP are unacceptable and must be repaired in accordance with the UV CIPP manufacturer's recommendation for the type of UV CIPP System that was used.
All cut lateral and service connections shall be free of burrs, frayed edges, or any restriction preventing free flow of wastewater. A fully restored 2022 Sewer Collection System 220:26 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
service connection shall exhibit a nearly full-geometry hole, free from burrs or projections and with a smooth and crack-free edge. The hole shall be 95 percent minimum and 100 percent maximum of the original service connection opening. The invert of the service connection shall match the bottom of the reinstated service opening and shall produce no interruption of the flow from the lateral.
The UV CIPP lateral seal shall fit tightly to the internal circumference of the existing pipe and lateral. The invert of the service connection shall produce no interruption of the flow from the lateral.
The following shall be completed and fully approved by the Engineer prior to the Work being accepted and final retention payment made:
Quality Assurance Field Sample Testing Results: Passing test results for each required field sample.
Curing Logs: A complete copy of the curing logs as specified in this section shall be certified by the Contractor and submitted.
Post-lining CCTV Inspection: Post-lining CCTV inspections of both mainline pipes and laterals shall be conducted per the
requirements listed in Section 30. Once all the requirements of the CCTV inspections are met, the Work shall be deemed partially complete, contingent upon the other requirements in this section and the other Contract Documents being met.
Electro Scanning Surveys: Electro scan surveys shall be conducted per the requirements listed in Section 30. UV CIPP installations shall be considered acceptable when no anomalies are detected in the post electro scan survey above the “Small Threshold” level as defined in Section 30, contingent upon the other requirements of this section and other Contract Documents being met.
Correction of failed liner or liner pipe deemed unacceptable, as a result of the post CCTV video inspection, electro scanning, and/or test reports for structural values, thickness, chemical resistance, or other requirements of this section, shall be the responsibility of the Contractor, at no extra cost to the City. The minimum criteria of this section shall not be lowered to compromise with lower than the required test values, unless approved in writing. Method of correction/repair shall be approved by the City Engineer and may require field demonstration prior to installation or a repair, removal and replacement of a CIPP liner, installation of a new pipe, and/or installation of a new lateral.
2022 Sewer Collection System 220:27 Section 220
CIPP Rehabilitation Project UV Cured-in-Place Pipe
END OF SECTION
City of Roseville California DRAWING SHEET i
2022 Sewer Collection System CIPP Rehabilitation Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]
DRAWINGS
Project: 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
2022 Sewer Collection System CIPP Rehabilitation Project
APPROVALS
SUBMITTED
APPROVED
RICHARD PLECKER, EU DIRECTOR
JONATHAN CUMMINGS, ASSOCIATE ENGINEER
.NO SCALE
GALLERIA BL
E ROSEVIL L E PW
DOUGLAS BL
I 80
EUREKA RD
VERNON ST
5 7
3 8
6 4
9 2
11 18 19
12 10
13 14
16 17
I80 E
I80 W
CIRBY WY
VERNON ST
WASHINGTON BL
SUNRISE AV
ATKINSON ST
JUNCTION BL
TAYLOR RD
LEAD HILL BL
E ROSEVILLE
P
W
ROSEVILLE PW
RIVERSIDE A
V
N CIRBY WY
H ARDING
BL
N
SUNRISE AV
EUREKA RD
SIERRA
C
OLLEGE BL
O
AK RIDGE DR
SECRET RAVINE PW
A LEXANDR A DR
PLEASANT GROVE BL
OLYMPUS DR
VINEYARD RD
BERRY ST
MCLAREN D R
ORLANDO AV
FOOTHILLS
BL
BASELINE RD
OLD AUBURN RD
MCANALLY DR
ROSEVILLE RD
MAIN ST
STONE POINT DR
PARKHILL DR
W WHYTE AV
N GRANT ST
OLD AUBURN RD
.NO SCALE
LOCATION AND VICINITY AREA INDEX
CITY OF ROSEVILLE
APPROVED
TRACIE R. MUELLER, SENIOR ENGINEER
UTILITY CONTACTS
TABLE OF CONTENTS
PAGE TITLE
1. COVER SHEET
2. PROJECT NOTES 1
3. PROJECT NOTES 2
4. PIPE SEGMENT DETAIL TABLE 1
5. PIPE SEGMENT DETAIL TABLE 2
6. PIPE SEGMENT NOTES & ABRV.
7. AREA 2
8. AREA 3
9. AREA 4
10. AREA 5
11. AREA 6
12. AREA 7
13. AREA 8
14. AREA 9
15. AREA 10
16. AREA 11
17. AREA 12
18. AREA 13
19. AREA 14
20. AREA 16
21. AREA 17
22. AREA 18
23. AREA 19
CWJ # 400078
Cover Sheet ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC. 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
Utility Agency Contact Phone
Cable Comcast Gary or Steve Abelia (916) 830-6732
Electric Roseville Electric Joey McKinney (916) 774-5607 Fiber Optic / Telephone Consolidated Communications Anthony Nolasco (916) 675-6370 Gas PG&E Gas Engineering Nicholas Morlock (916) 760-5737 Petroleum Kinder Morgan Gas Steve Osborn (916) 624-2431 Storm Drain City of Roseville Development Service (916) 771-5539 Water City of Roseville Mike Simi (916) 774-5513
Wastewater City of Roseville Daniel Pruden (916) 746-1898 CW J # 400078
Project Notes 1 ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION R EV NO.DATE: DR AW N:CHKD: COM M ENTS :
DES IGNED BY : J C
DR AW N BY : J M H
APPR OV ED BY : TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
GENERAL:
1. AL L CONS TR UCTION AND M ATER IAL S S HAL L
CONFOR M TO THES E PL ANS AND THE L ATES T EDITION
AND AM M ENDM ENTS OF THE CITY OF R OS EV IL L E
DES IGN AND CONS TR UCTION S TANDAR DS .
2. THE CITY OF R OS EV IL L E IS A M EM BER OF THE
UNDER GR OUND S ER V ICE AL ER T (U.S .A.) ONE-CAL L
S Y S TEM . THE CONTR ACTOR S S HAL L NOTIFY THE
U.S .A. CENTER 48 HOUR S IN ADV ANCE OF
PER FOR M ING ANY EX CAV ATION W OR K BY CAL L ING 1-
800-227-2600.
3. THE CONTR ACTOR S HAL L M AR K IN W HITE PAINT AL L
AR EAS TO BE EX CAV ATED PR IOR TO CONTACTING
U.S .A. ANY AR EAS NOT M AR KED W IL L NOT BE S UBJ ECT TO U.S .A., AND THE CONTR ACTOR S HAL L BE
R ES PONS IBL E FOR ANY DAM AGE R ES UL TING FR OM
EX CAV ATION.
4. THE CONTR ACTOR S HAL L EX POS E AND V ER IFY
L OCATIONS AND EL EV ATIONS OF EX IS TING
UNDER GR OUND UTIL ITIES PR IOR TO CONS TR UCTION
OF THE NEW IM PR OV EM ENTS CONNECTING TO OR IN
THE V ICINITY OF THE S AM E.
5. THE CONTR ACTOR S HAL L BE R ES PONS IBL E FOR THE
PR OTECTION OF AL L EX IS TING M ONUM ENTS AND
OTHER S UR V EY M AR KER S ON THE J OB S ITE.
6. THE CONTR ACTOR S HAL L PL ACE BOX ED S UR V EY
M ONUM ENTS W ITH 1-1/2" BR ONZE HEAD S ET IN
CONCR ETE (S TD. DW G. S T-36) AT L OCATIONS S HOW N
ON THES E PL ANS .
7. A.C. S UR FACE S HAL L BE CUT TO A NEAT, S TR AIGHT
L INE PAR AL L EL W ITH THE S TR EET CENTER L INE AND
THE EX POS ED EDGE S HAL L BE TACKED W ITH
EM UL S ION PR IOR TO PAV ING. THE EX POS ED BAS E
M ATER IAL S HAL L BE GR ADED, R ECOM PACTED, AND
R ES EAL ED PR IOR TO PAV ING.
8. ANY EX IS TING CONCR ETE S UR FACE TO BE R EM OV ED
S HAL L BE S AW CUT TO A NEAT, S TR AIGHT L INE.
9. THE CONTR ACTOR S HAL L S UBM IT A TR AFFIC
CONTR OL PL AN THAT S HAL L BE ACCEPTED BY THE
ENGINEER ING DIV IS ION OF PUBL IC W OR KS BEFOR E
S TAR T OF W OR K IN R IGHT-OF-W AY AND S HAL L BE IN
ACCOR DANCE W ITH CAL IFOR NIA M UTCD L ATES T
EDITION. AT L EAS T ONE L ANE IN EACH DIR ECTION
S HAL L R EM AIN OPEN TO TR AFFIC UNL ES S OTHER W IS E S HOW N ON THE PL ANS . TR AFFIC CONTR OL HOUR S
AR E S UBJ ECT TO L IM ITATION BY THE CITY . TR AFFIC
CONTR OL W ITH L ANE CL OS UR ES THAT AFFECT
TR AFFIC FL OW M AY R EQUIR E NIGHT W OR K. IF, AS A
PAR T OF TR AFFIC CONTR OL M EAS UR ES , A R OADW AY
CL OS UR E HAS BEEN APPR OV ED, THE CONTR ACTOR
S HAL L NOTIFY DEV EL OPM ENT S ER V ICES
CONS TR UCTION INS PECTOR 72 HOUR S IN ADV ANCE
OF S ETTING UP THIS CL OS UR E.
10. CUR B R AM PS CONFOR M ING TO AL L ADA AND TITL E 24
R EQUIR EM ENTS S HAL L BE PL ACED AT AL L NEW
S TANDAR D CUR B R ETUR NS (S TANDAR D DR AW ING S T27) AND S TANDAR D TY PE A-7 DR IV EW AY S . W HER E
EX IS ITING R AM PS DO NOT M EET CUR R ENT ADA AND
TITL E 24 R EQUIR EM ENTS , THE R AM PS S HAL L BE
UPGR ADED IN CONFOR M ANCE W ITH M INIM UM TITL E 24
R EQUIR EM ENTS . W HER E EX IS TING R AM PS DO NOT
INCL UDE DETECTABL E W AR NING PANEL S
(TR UNCATED DOM ES ), PANEL S S HAL L BE
R ETR OFITTED PER THE CONS TR UCTION S TANDAR DS .
11. DR AIN INL ETS NOT W ITHIN A PAV ED AR EA S HAL L HAV E A 12" W IDE COL L AR OF 6" THICK P.C.C. OR 2" THICK A.C.
12. PR IOR TO THE CER TIFICATE OF COM PL ETION ON AL L
S INGL E-FAM IL Y R ES IDENTIAL S UBDIV IS IONS , THE
DEV EL OPER S HAL L S UBM IT A L ETTER FR OM THE POS T
OFFICE S TATING THAT ITS R EQUIR EM ENTS FOR
M AIL BOX CL US TER PADS HAV E BEEN S ATIS FIED.
13. AL L UNDER GR OUND UTIL ITIES W ITHIN EX IS TING OR
PR OPOS ED CITY OF R OS EV IL L E EAS EM ENTS S HAL L
R EQUIR E A M INIM UM OF 90% COM PACTION ON THE
TR ENCH BACKFIL L . COM PACTION OF BACKFIL L BY
J ETTING IS NOT PER M ITTED IN CITY OF R OS EV IL L E
R IGHT OF W AY AND EAS EM ENT AR EAS OR W ITHIN
DEDICATED R ECL AIM ED W ATER , S TOR M , S EW ER OR
W ATER EAS EM ENTS AND M AINS .
14. THE CONTR ACTOR S HAL L CONDUCT A PR ECONS TR UCTION M EETING ONE-W EEK PR IOR TO S TAR TING W OR K. M EM BER S OF THE CITY OF
R OS EV IL L E DEV EL OPM ENT S ER V ICES DEPAR TM ENT,
ENV IR ONM ENTAL UTIL ITIES DEPAR TM ENT AND AL L
OTHER UTIL ITY R EPR ES ENTATIV ES S HAL L BE
NOTIFIED BY THE CONTR ACTOR AS TO THE DATE AND
L OCATION OF THE M EETING.
15. PR IOR TO EX CAV ATION OF TR ENCHES 5 FEET OR
DEEPER , THE CONTR ACTOR S HAL L S UBM IT TO THE
DEV EL OPM ENT S ER V ICES DEPAR TM ENT OR
ENV IR ONM ENTAL UTIL ITIES DEPAR TM ENT INS PECTOR
A COPY OF THE COM PANY ’S ANNUAL CAL OS HA
TR ENCHING PER M IT AND A COPY OF THE COM PANY ’S
L ETTER INFOR M ING CAL OS HA OF THE TIM E THE
TR ENCHING IS COM M ENCING AND THE L OCATION OF
THE W OR K.
16. AL L PAINTED TR AFFIC S TR IPES , AR R OW S , AND
PAV EM ENT M AR KINGS S HAL L BE CONS TR UCTED W ITH
THER M OPL AS TIC M ATER IAL TO THE S PECIFICATIONS
S ET FOR TH IN CHAPTER 3 OF THE CAL IFOR NIA M UTCD
L ATES T EDITION. NON-R EFL ECTIV E PAV EM ENT
M AR KER S S HAL L CONS IS T OF CER AM IC M AR KER S
ONL Y CONFOR M ING TO CHAPTER 3 OF THE
CAL IFOR NIA M UTCD L ATES T EDITION.
17. THE DEV EL OPER S CONTR ACTOR S HAL L TAKE
EX TR EM E CAR E TO PR OTECT EX IS TING S ITE AND
ADJ ACENT IM PR OV EM ENTS FR OM DAM AGE. THE
CONTR ACTOR S HAL L BE R ES PONS IBL E TO R EPAIR OR
M AKE R EPL ACEM ENT OF AL L CR ACKED AND
OTHER W IS E PR E-EX IS TING DAM AGED PUBL IC
IM PR OV EM ENTS AL ONG THE FR ONTAGE OF THE
PR OJ ECT S ITE AND ANY DAM AGE R ES UL TING FR OM
CONS TR UCTION TO CUR R ENT CITY S TANDAR DS AND
AT THEIR OW N EX PENS E. THE EX TENT OF THE
R EPAIR S S HAL L BE DETER M INED BY THE
DEV EL OPM ENT S ER V ICES CONS TR UCTION
INS PECTOR AND S HAL L BE COM PL ETED PR IOR TO THE
CITY ACCEPTANCE OF THE IM PR OV EM ENTS .
18. W HER E COM BINATIONS OF S IDEW AL K OR CUR B AND
GUTTER AR E PL ACED CONTIGUOUS TO EX IS TING, AL L
ADJ OINING EX IS TING CONCR ETE V ER TICAL FACES
S HAL L BE DOW EL ED. AL L ABUTTING S IDEW AL K ENDS
S HAL L BE DOW EL ED M ID-S ECTION V ER TICAL L Y W ITH
TW O DOW EL S FOR FOUR THR OUGH S IX -FOOT W IDE
S IDEW AL K AND THR EE DOW EL S FOR W IDER
S IDEW AL K. ABUTTING CUR B AND GUTTER ENDS S HAL L
BE DOW EL ED TW ICE, 18 INCHES APAR T AT GUTTER
PAN M ID-S ECTION. DOW EL CONNECTIONS OF
L ONGITUDINAL R UNS OF S IDEW AL K TO BACK OF CUR B
S HAL L BE THR EE FEET ON CENTER . AL L DOW EL S
S HAL L BE 16 INCHES L ONG, GR ADE 60; #4 R EBAR
PENETR ATING FOUR INCHES . THE DOW EL HOL E
S HAL L BE 5/8-INCH DIAM ETER AT A S L IGHT
HOR IZONTAL ANGL E FR OM PER PENDICUL AR . THE
PENETR ATING POR TION OF THE DOW EL AND THE
ENTIR E (CL EANED) V ER TICAL S UR FACE OF THE
ADJ OINING, EX IS TING CONCR ETE S HAL L BE
THOR OUGHL Y COATED W ITH S TATE S TANDAR D TW OPAR T EPOX Y .
19. W HEN S AW CUTTING W ITHIN THE S TR EET FOR
TR ENCHING OR OTHER PUR POS ES , CONTR ACTOR
S HAL L GR IND 1½ ” OF PAV EM ENT BETW EEN THE L ANE
L INES (FR OM L ANE S TR IPE TO L ANE S TR IPE) UPON
COM PL ETION OF THE S AW CUTTING AND OR
TR ENCHING W OR K. W HER E THE S AW CUTTING
OCCUR S BETW EEN THE CUR B AND GUTTER AND
NEAR ES T L ANE S TR IPE (INCL UDING BIKE L ANES ), THE S AM E 1 ½ ” GR IND S HAL L BE R EQUIR ED. CONTR ACTOR
TO PL ACE A PETR OM AT FABR IC OR APPR OV ED EQUAL
BY THE CITY OF R OS EV IL L E AND OV ER L AY FR OM L ANE
S TR IPE TO L ANE S TR IPE, OR CUR B TO L ANE S TR IPE
AND R ES TR IPE OR R EPL ACE ANY DEL INEATOR S
R EM OV ED DUR ING THE GR IND.
20. AL L PUBL ICL Y M AINTAINED S TOR M DR AIN ON PR IV ATE PR OPER TY S HAL L BE A M INIM UM OF 12 INCHES IN
DIAM ETER AND S HAL L BE R CP CL IV , UNL ES S
OTHER W IS E APPR OV ED BY THE CITY ENGINEER .
21. FOR R ES IDENTIAL S UBDIV IS IONS , UNL ES S
OTHER W IS E APPR OV ED BY DEV EL OPM ENT S ER V ICES
ENGINEER ING, THE FINAL GR ADING OF THE PR OJ ECT
S ITE S HAL L BE CONS TR UCTED TO ACCOM M ODATE A
M AX IM UM DR IV EW AY S L OPE OF 14% FOR EACH
R ES IDENTIAL L OT, AS M EAS UR ED FR OM THE BACK OF
THE S IDEW AL K TO THE GAR AGE (20-FT S ET BACK). IT
W IL L R EM AIN THE R ES PONS IBIL ITY OF THE
BUIL DER S /DEV EL OPER TO DES IGN A HOUS E THAT
PR OV IDES S UITABL E ACCES S TO THE PAR CEL .
22. THE CONTR ACTOR S HAL L PL ACE FIL TER FABR IC
BETW EEN THE INITIAL BEDDING AND BACKFIL L AND
THE TR ENCH BACKFIL L FOR S ANITAR Y S EW ER S DEPTH
GR EATER THAN 15 FEET M EAS UR ED TO THE PIPE
INV ER T.
EROSION / SEDIMENT CONTROL:
1. AL L ER OS ION AND S EDIM ENT CONTR OL M EAS UR ES
S HAL L BE IM PL EM ENTED BY OCTOBER 5 OR AS
APPR OV ED BY THE CITY ENGINEER AND S PECIFIED ON
THE GR ADING PL ANS .
2. S TR AW BAL ES S HAL L BE S TOCKPIL ED ON S ITE AT A R ATE OF 1.5 BAL ES PER ACR E BY S EPTEM BER 25.
M EAS UR ES S HAL L BE PR OV IDED TO KEEP S TR AW DR Y .
3. AL L S L OPES GR EATER THAN 10:1 S HAL L BE COV ER ED W ITH BR OADCAS T S TR AW AT A R ATE OF 50 BAL ES OR
4000 POUNDS PER ACR E. FOR S L OPES 4:1 OR
S TEEPER , S TR AW S HAL L BE PR ES S ED IN PL ACE. THE
ENGINEER ING DIV IS ION S HAL L APPR OV E OTHER
M ETHODS .
4. S L OPES S TEEPER THAN 4:1 AND ADJ ACENT TO CITY
R IGHT OF W AY , FL OOD PL AINS , NATUR AL DR AINAGES ,
PAR K L AND OR DES IGNATED OPEN S PACE S HAL L BE
HY DR OS EEDED.
5. AL L BAR E AR EAS , R EGAR DL ES S OF S L OPE, W ITHIN 50
FEET OF NATUR AL DR AINAGES S HAL L BE COV ER ED
W ITH S TR AW AND PR ES S ED IN PL ACE.
6. W HER E R EQUIR ED, BR OADCAS T S EED S HAL L BE
APPL IED AS FOL L OW S :
a. BL ANDO BR OM E 12
L BS /ACR E
b. R OS E CL OV ER 9
L BS /ACR E
7. AR EAS W ITH S ANDY , DR Y S OIL S HAL L BE:
a. ZOR R O ANNUAL FES CUE 6 L BS /ACR E
b. R OS E CL OV ER 9 L BS /ACR E
8. 16-20-0 FER TIL IZER OR EQUIV AL ENT S HAL L BE APPL IED AT A R ATE OF 500 POUNDS PER ACR E. IF
HY DR OS EEDING/M UL CHING IS US ED, S EED
QUANTITIES S HAL L BE INCR EAS ED BY 30 PER CENT.
9. NO GR ADING OR TR ENCHING, EX CEPT AS R EQUIR ED
FOR ER OS ION OR S EDIM ENT CONTR OL , S HAL L OCCUR
W ITHIN 35 FEET FR OM THE CENTER L INE OF
PER ENNIAL AND INTER M ITTENT DR AINAGE S W AL ES
BETW EEN OCTOBER 5 AND APR IL 1 EX CEPT AS
APPR OV ED BY THE DEPAR TM ENT OF FIS H AND GAM E.
10. AL L ER OS ION AND S EDIM ENT CONTR OL M EAS UR ES
S HAL L BE CHECKED FOL L OW ING AL L S TOR M S TO
ENS UR E THAT AL L M EAS UR ES AR E FUNCTIONING
PR OPER L Y .
11. S EDIM ENT AND TR AS H ACCUM UL ATED IN DR AINAGES
OR DETENTION BAS INS S HAL L BE R EM OV ED AS S OON
AS POS S IBL E. IN ADDITION, OIL AND M ATER IAL
FL OATING ON W ATER S UR FACE M US T BE S KIM M ED
W EEKL Y AND THE DEBR IS PR OPER L Y DIS POS ED OF.
12. CONS TR UCTION ACTIV ITIES OCCUR R ING BETW EEN
OCTOBER 15 AND APR IL 1 S HAL L HAV E ER OS ION AND
S EDIM ENT CONTR OL M EAS UR ES IN PL ACE OR
CAPABL E OF BEING PL ACED W ITHIN 24 HOUR S . THE
CONTR ACTOR S HAL L ENS UR E THAT THE
CONS TR UCTION S ITE IS PR EPAR ED PR IOR TO THE
ONS ET OF ANY S TOR M .
CITY OF ROSEVILLE - PUBLIC IMPROVEMENTS REQUIREMENTS
CW J # 400078
Project Notes 2 ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV N O .DAT E: DRAW N :CHKD: CO M MEN T S :
P age 3
DES IG N ED BY: JC
DRAW N BY: JMH
AP P RO V ED BY: T M
DAT E: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
13. T HE CO N T RACT O R S HALL ES T ABLIS H A S P ECIFIC S IT E
W IT HIN T HE DEV ELO P MEN T FO R MAIN T EN AN CE AN D
S T O RAG E O F EQU IP MEN T O R AN Y O T HER ACT IV IT Y
T HAT MAY ADV ERS ELY CO N T RIBU T E T O T HE W AT ER
QU ALIT Y O F T HE RU N O FF. T HIS AREA S HALL HAV E A BERM LO CAT ED ARO U N D IT S P ERIMET ER. T HIS AREA
S HALL BE RES T O RED T O ACCEP T ABLE CO N DIT IO N
U P O N CO M P LET IO N O F P RO JECT .
14. HYDRO S EEDIN G MAY BE CO N S IDERED AS AN
ALT ERN AT IV E T O BRO ADCAS T S T RAW S U BJECT T O
T HE EN G IN EERIN G DIV IS IO N BAS ED O N A REV IEW O F
T HE EX IS T IN G S IT E CO N DIT IO N S (LO CAT IO N , S LO P ES , P RO X IM IT Y T O S T REAM S ) AN D T IME O F YEAR.
AIR QUALITY:
T HE FO LLO W IN G N O T ES ARE P RO V IDED AS REFEREN CE
T O AP P LICABLE P LACER CO U N T Y AIR P O LLU T IO N
CO N T RO L DIS T RICT ADO P T ED RU LES AN D REG U LAT IO N S .
CO M P LIAN CE W IT H ALL AP P LICABLE AP CD RU LES IS T HE S O LE RES P O N S IBILIT Y O F T HE CO N T RACT O R. AIR
QU ALIT Y RU LES ARE EN FO RCED S O LELY BY T HE P LACER CO U N T Y AIR P O LLU T IO N CO N T RO L DIS T RICT .
1. CO N S T RU CT IO N EQU IP M EN T EXHAU S T EM IS S IO N S S HALL N O T EXCEED P LACER CO U N T Y AP CD RU LE 202
V IS IBLE EM IS S IO N LIM IT AT IO N S . O P ERAT O RS O F
V EHICLES AN D EQU IP M EN T FO U N D T O EXCEED
O P ACIT Y LIM IT S ARE T O BE IM MEDIAT ELY N O T IFIED
BY AP CD T O CEAS E O P ERAT IO N S AN D T HE
EQU IP MEN T M U S T BE REP AIRED W IT HIN 72 HO U RS . (BASED ON APCD RULE 202)
2. T HE CO N T RACT O R S HALL S U S P EN D ALL G RADIN G
O P ERAT IO N S W HEN FU G IT IV E DU S T EXCEEDS
P LACER CO U N T Y AP CD RU LE 228 (FU G IT IV E DU S T ) LIM IT AT IO N S . T HE P RIM E CO N T RACT O R S HALL BE
RES P O N S IBLE FO R HAV IN G AN IN DIV IDU AL W HO IS
CARB-CERT IFIED T O P ERFO RM V IS IBLE EM IS S IO N S
EV ALU AT IO N S (V EE). T HIS IN DIV IDU AL S HALL
EV ALU AT E CO M P LIAN CE W IT H RU LE 228 O N A W EEKLY BAS IS . IT IS T O BE N O T ED T HAT FU G IT IV E DU S T IS N O T T O EXCEED 40% O P ACIT Y AN D N O T G O BEY O N D T HE P RO P ERT Y BO U N DARY AT AN Y T IME. LIME O R O T HER
DRY IN G AG EN T S U T ILIZED T O DRY O U T W ET G RADIN G
AREAS S HALL N O T EXCEED P LACER CO U N T Y AP CD
RU LE 228 FU G IT IV E DU S T LIM IT AT IO N S . O P ERAT O RS
O F V EHICLES AN D EQU IP MEN T FO U N D T O EXCEED
O P ACIT Y LIM IT S W ILL BE N O T IFIED BY AP CD AN D T HE EQU IP MEN T M U S T BE REP AIRED W IT HIN 72 HO U RS .
ALL P RO JECT S IN EXCES S O F 5 ACRES S HALL HAV E
AN AP P RO V ED DU S T CO N T RO L P LAN FRO M T HE
P LACER CO U N T Y AIR P O LLU T IO N CO N T RO L DIS T RICT . (BASED ON APCD RULE 228)
3. DU RIN G CO N S T RU CT IO N , T RAFFIC S P EEDS O N ALL U N P AV ED S U RFACES S HALL BE LIM IT ED T O 15 M ILES P ER HO U R O R LES S . (BASED ON APCD RULE 228 /
SECTION 401.2)
4. DU RIN G CO N S T RU CT IO N , N O O P EN BU RN IN G O F
REM O V ED V EG ET AT IO N S HALL BE ALLO W ED U N LES S P ERM IT T ED BY T HE P CAP CD. ALL REM O V ED
V EG ET AT IV E MAT ERIAL S HALL BE EIT HER CHIP P ED
O N S IT E O R T AKEN T O AN AP P RO P RIAT E RECYCLIN G
S IT E, O R IF A S IT E IS N O T AV AILABLE, A LICEN S ED DIS P O S AL S IT E. (BASED ON APCD RULE 310)
5. A P ERS O N S HALL N O T DIS CHARG E IN T O T HE
AT M O S P HERE V O LAT ILE O RG AN IC CO M P O U N DS
(Y O C'S ) CAU S ED BY T HE U S E O R MAN U FACT U RE O F
CU T BACK O R EM U LS IFIED AS P HALT S FO R P AV IN G ,
RO AD CO N S T RU CT IO N O R RO AD MAIN T EN AN CE,
U N LES S S U CH MAN U FACT U RE O R U S E CO M P LIES
W IT H T HE P RO V IS IO N S RU LE 217. (BASED ON APCD
RULE 217).
6. P RO CES S ES T HAT DIS CHARG E 2 P O U N DS P ER DAY
O R M O RE O F AIR CO N T AM IN AN T S , AS DEFIN ED BY HEALT H AN D S AFET Y CO DE S ECT IO N 39013, T O T HE
AT M O S P HERE MAY REQU IRE A P ERM IT . P ERM IT S M AY
BE REQU IRED FO R BO T H CO N S T RU CT IO N AN D
O P ERAT IO N . DEV ELO P ERS /CO N T RACT O RS S HO U LD
CO N T ACT T HE DIS T RICT P RIO R T O CO N S T RU CT IO N
AN D O BT AIN AN Y N ECES S ARY P ERM IT S P RIO R T O T HE IS S U AN CE O F A BU ILDIN G P ERM IT . (BASED ON THE
CALIFORNIA HEALTH & SAFETY CODE SECTION 39013:
HT T P ://W W W .LEG IN FO .CA.G O V /CG IBIN IDIS P LAYCO DE?S ECT IO N ~HS C&G RO U P =39001- 40000&FILE=39010-39060
GENERAL FIRE DEPARTMENT NOTES:
1. P RIO R T O CO MBU S T IBLE MAT ERIALS BEIN G
BRO U G HT T O T HE S IT E, FIRE AP P ARAT U S ACCES S
RO ADS S HALL BE P RO V IDED T O W IT HIN 150 FEET O F
ALL P O RT IO N S O F T HE EX T ERIO R W ALLS O F T HE
FIRS T S T O RY O F AN Y S T RU CT U RES AN D
CO MBU S T IBLE S T O RAG E P ILES . FIRE AP P ARAT U S
ACCES S RO ADS S HALL BE FU LLY P AV ED AN D S HALL
BE DES IG N ED T O S U P P O RT T HE IM P O S ED W EIG HT O F A FIRE AP P ARAT U S (34 T O N S G V W ). ACCES S RO ADS S HALL BE P RO V IDED W IT H A M IN IM U M 20-FO O T
RO ADW AY W IDT H AN D 13 FO O T 6-IN CH V ERT ICAL
CLEARAN CE.
2. CO N S T RU CT IO N MAT ERIAL AN D V EHICLES S HALL N O T
O BS T RU CT FIRE AP P ARAT U S ACCES S T O FIRE
AP P ARAT U S RO ADS , FIRE HYDRAN T S O R T HE
BU ILDIN G .
3. T EM P O RARY ABO V E G RO U N D FU EL S T O RAG E T AN KS
MAY BE U S ED O N CO N S T RU CT /O N S IT ES FO R DIES EL FU EL O N LY AN D S HALL N O T EXCEED 1, 000-G ALLO N
LIQU ID CAP ACIT Y. S U CH IN S T ALLAT IO N S S HALL
CO M P LY W IT H ALL AP P LICABLE P RO V IS IO N S O F T HE CIT Y FIRE CO DE. A FIRE DEP ART MEN T P ERM IT S HALL
BE O BT AIN ED P RIO R T O T HE P LACEMEN T O F S U CH
T AN KS O N T HE S IT E.
4. T HE S T REET ADDRES S O F T HE CO N S T RU CT IO N S IT E
S HALL BE CLEARLY IDEN T IFIED AT ALL EN T RAN CES
IN T O T HE P RO JECT . S U CH N U MBERS S HALL BE
CLEARLY V IS IBLE FRO M T HE S T REET FRO N T IN G T HE
P RO P ERT Y AN D S HALL CO N T RAS T IN CO LO R W IT H T HEIR BACKG RO U N D (M IN IM U M 6-IN CH LET T ERIN G ).
5. FIRE S AFET Y DU RIN G CO N S T RU CT /O N . CHAP T ER 33
O F T HE CALIFO RN IA FIRE CO DE REQU IRES CERT AIN
S AFET Y P RO CEDU RES T O BE FO LLO W ED DU RIN G
N EW CO N S T RU CT /O N AN D REM O DELS . T HIS ART ICLE CO N CERN S FIRE S AFET Y IN T HE FO LLO W IN G AREAS :
ACCES S , W AT ER S U P P LY, EX T IN G U IS HERS ,
S T AN DP IP ES , DEBRIS , M O T O RIZED EQU IP M EN T ,
HEAT IN G DEV ICES , S M O KIN G , CU T T IN G AN D
W ELDIN G , FLAME P RO DU CIN G EQU IP MEN T ,
FLAM MABLE LIQU IDS , AS P HALT AN D T AR KET T LES ,
T EM P O RARY W IRIN G , EM ERG EN CY T ELEP HO N E
M O DIFICAT IO N O F EX IS T IN G S YS T EM S , EX IT S , BU RN IN G O F AN Y MAT ERIAL, AN D FIRE W AT CH. IT IS
Y O U R RES P O N S IBILIT Y T O BECO ME FAM ILIAR W IT H
T HES E REQU IREMEN T S AN D S EE T HAT ALL P ERS O N S O N T HE JO B S IT E CO M P LY.
6. T HE BU RN IN G O F CO M BU S T IBLE CO N S T RU CT IO N MAT ERIAL AN D T RAS H IS P RO HIBIT ED.
7. A M IN IM U M 3-FO O T CLEAR S P ACE S HALL BE
P RO V IDED AN D MAIN T AIN ED ARO U N D FIRE
P RO T ECT IO N EQU IP MEN T .
8. AT ALL FIRE HYDRAN T LO CAT IO N S , A BLU E
REFLECT IV E P AV EMEN T MARKER S HALL BE
IN S T ALLED O N E FO O T O FF P AV ED CEN T ERLIN E O R MEDIAN O N T HE HYDRAN T S IDE O F T HE RO ADW AY.
9. IF S IT E S U RV EY O R EART H M O V IN G W O RK RES U LT S
IN T HE DIS CO V ERY O F HAZARDO U S MAT ERIALS IN
CO N T AIN ERS , O R W HAT AP P EARS T O BE HAZARDO U S
W AS T ES RELEAS ED IN T O T HE G RO U N D, T HE
CO N T RACT O R O R AP P LICAN T S HALL IM MEDIAT ELY
REP O RT T HE FIN DIN G T O T HE RO S EV ILLE FIRE
DEP ART MEN T V IA P HO N E AT (916) 774-5800. ALL
S U S P ECT ED AREAS S HALL BE MARKED O FF W IT H
AP P RO V ED S IG N AG E O R CAU T IO N T AP E U N T IL S U CH
T IME T HAT A REP RES EN T AT IV E FRO M T HE FIRE
DEP ART MEN T DET ERM IN ES W HET HER T HE RELEAS E
IS REP O RT ABLE O R N O T AN D IF S IT E REMEDIAT IO N IS REQU IRED.
10. T HE REQU IRED M IN IM U M FIRE FLO W FO R T HE
P RO T ECT IO N O F T HE P RO P O S ED P RO JECT IS 1,500 G ALLO N S P ER M IN U T E W IT H 20 P O U N DS P ER S QU ARE
IN CH RES IDU AL W AT ER P RES S U RE REMAIN IN G IN T HE S YS T EM.
11. FIRE HYDRAN T S S HALL BE IN S T ALLED AN D IN
S ERV ICE CAP ABLE O F P RO V IDIN G T HE REQU IRED
FIRE FLO W P RIO R T O AN Y CO MBU S T IBLE
CO N S T RU CT /O N O R O N -S IT E S T O RAG E O F
CO MBU S T IBLE MAT ERIALS .
12. ALL FIRE HYDRAN T S S HALL BE "BAG G ED" O R O U T -O FS ERV ICE U N T IL T HE ABO V E FO U R (4) IN S P ECT IO N S ARE CO M P LET ED.
13. W AT ER S U P P LY CO N T RO L V ALV ES S HALL N O T BE
CLO S ED BY T HE CO N T RACT O R U P O N ACCEP T AN CE
O F T HE FIRE-FLO W T ES T BY T HE FIRE DEP ART MEN T ,
U N LES S EN V IRO N MEN T AL U T ILIT IES AN D T HE FIRE
DEP ART MEN T ARE CO N T ACT ED AN D ADV IS ED O F T HE CLO S U RE.
14. T ES T IN G O F ALL FIRE S YS T EM S S HALL BE
P ERFO RMED P RIO R T O T HE S ALES O FFICE CAN BE
O P EN ED FO R BU S IN ES S .
15. FRAM IN G CO N S T RU CT IO N CAN N O T CO M MERCE U N T IL
ACCES S RO ADS AN D P U BLIC FIRE HYDRAN T S ARE
AP P RO V ED BY T HE FIRE DEP ART MEN T .
16. IF T HIS P RO JECT W ILL BE P HAS ED, T HE FIRE
DEP ART MEN T REQU IREMEN T S FO R ACCES S AN D
CIRCU LAT IO N T HRO U G HO U T S HALL BE AP P RO V ED BY T HE CIT Y FO R S U CH P RO P O S AL. ACCES S RO AD
S HALL CO M P LY IN ACCO RDAN CE W IT H T HE
CALIFO RN IA FIRE CO DE AN D T HE CIT Y O F
RO S EV ILLE’S AMEN DMEN T S . A S EP ARAT E P HAS IN G
P LAN S HALL BE REV IEW ED AN D AP P RO V ED BY T HIS
DEP ART MEN T .
SPECIAL NOTES:
1. T HE CO N T RACT O R S HALL BE RES P O N S IBLE T O
REP AIR O R MAKE REP LACEMEN T O F DAMAG ED
P RIV AT E P RO P ERT Y IM P RO V EMEN T S RES U LT IN G FRO M CO N S T RU CT IO N AT T HEIR O W N EXP EN S E. T HE
EX T EN T O F T HE REP AIRS S HALL BE DET ERM IN ED BY
T HE DEV ELO P MEN T S ERV ICES CO N S T RU CT IO N
IN S P ECT O R AN D S HALL BE CO M P LET ED P RIO R T O T HE
CIT Y ACCEP T AN CE O F T HE IM P RO V EMEN T S
CITY OF ROSEVILLE - PUBLIC IMPROVEMENTS REQUIREMENTS
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville Pipe Segment Detail Table 1
FROM UPSTREAM ID
UPSTREAM
DEPTH (FT) TO DOWNSTREAM ID
DOWNSTREAM
DEPTH (FT)
FLOWS (GPD)
See Note 1 STREET NAME/MAIN LOCATION EXISTING DIAMETER (IN) EXISTING MATERIAL REPAIR LENGTH (FT) # OF LATERALS AREA PLAN NOTES See Note 6 SMH C04-049 14.5 SMH C04-050 7.75 98,500 LAWTON AV 6 VCP 370 6 2 SMH C04-051 2.06 SMH C04-059 5.5 146,800 FREMONT AV 6 VCP 242 0 2 SMH C04-399 2 SMH C04-063 4.1 20,200 ELEFA ST 6 VCP 315 10 2 7 SMH C04-400 2.6 SMH C04-063 4.1 20,000 ELEFA ST 6 VCP 215 3 2 SMH C04-401 5.7 SMH C04-050 7.75 17,300 VALLEJO AV 6 VCP 229 3 2 FB C04-284 N/A SMH C04-010 5.1 2,300 ENCINAL AV 6 VCP 262 6 3 8 SMH C05-007 7.1 SMH C05-008 8.5 4,000 ALTA VISTA AV 6 VCP 48 1 3 SMH C05-014 9.7 SMH C05-020 3.04 30,800 EL DORADO AV 6 VCP 466 9 3 SMH C05-029 4.9 SMH C05-041 14.75 157,000 ALLEY 8 VCP 475 14 3 SMH C05-339 4.5 SMH C05-010 5.33 4,200 ALTA VISTA AV 6 VCP 223 7 3 7 SMH C05-483 3.4 SMH C05-018 5 1,000 MARIPOSA ST 6 VCP 114 3 3 SMH C05-507 3 SMH C05-036 4 0 SAN JUAN AV 6 VCP 140 2 3 SMH C05-066 2.5 SMH C05-062 3.06 12,100 EASEMENT BETWEEN PARRY ST & ALLEY 6 VCP 190 1 4 SMH C04-092 3.2 SMH C04-093 5.5 38,900 GUAVA AL 6 UV CIPP 455 15 5 5, 11 SMH C04-106 2.07 SMH C04-105 2.5 28,500 MAIN ST 6 VCP 335 7 5 7 SMH C04-117 4.4 SMH C04-128 4 27,100 BIRCH ST 6 VCP 156 3 5 7 SMH C04-145 4.1 SMH C04-130 5.75 5,800 BERKELEY AV 6 VCP 318 9 5 SMH C04-294 6 SMH C04-145 4.1 33,400 ASH ST 6 VCP 553 19 5 7 CAP C04-300 N/A SMH C04-096 5.1 10,000 GUAVA AL 6 VCP 160 5 5 8 FB C04-395 N/A SMH C04-095 5.1 16,900 GUAVA AL 6 UV CIPP 238 13 5 5, 11 SMH C04-403 2.5 SMH C04-117 4.4 7,800 BIRCH ST 6 VCP 118 5 5 7 SMH C05-059 5.5 SMH C05-068 5.25 149,000 PLACER ST 6 VCP 293 3 6 SMH C05-083 5.8 SMH C05-093 3.6 17,000 ROSEVILLE ST 6 VCP 193 1 6 SMH C05-488 4.25 SMH C05-138 5.6 1,600 ALLEY 6 UV CIPP 100 2 6 5, 11 SMH C05-493 4.5 SMH C05-088 7.58 27,100 MANGO AL 6 TC 406 11 6 SMH C05-183 2.4 SMH C05-195 1.7 2,500 MACIEL AV 6 VCP 187 1 7 SMH C05-197 4.8 SMH C05-209 3.7 27,000 EVELYN AV 6 VCP 149 1 7 SMH C04-151 3 SMH C04-175 4.8 24,000 BACKYARD EASEMENT OFF AMBERWOOD RD 6 VCP 336 6 8 4 SMH C04-153 6.1 SMH C04-247 4.1 27,100 BACKYARD EASEMENT OFF BROOKWOOD RD 6 UV CIPP 390 5 8 4, 5, 12 SMH C04-165 6.1 SMH C04-176 6.1 376,000 BACKYARD EASEMENT OFF BRENTWOOD RD 6 UV CIPP 355 4 8 4, 5, 12 SMH C04-176 6.1 SMH C04-193 7.1 54,400 BACKYARD EASEMENT OFF BRENTWOOD RD 6 VCP 305 11 8 4 SMH C04-177 7.1 SMH C04-194 10.1 28,200 BACKYARD EASEMENT OFF BRENTWOOD RD 6 UV CIPP 401 1 8 4, 5, 12 SMH C04-178 3.5 SMH C04-224 9.8 24,400 FIG ST 6 VCP 81 0 8 SMH C04-213 4.5 SMH C04-214 4.8 15,900 PRIVATE DRIVEWAY TO HICKORY ST 6 VCP 35 0 8 4 SMH B05-006 5 SMH B05-005 5.6 20,700 DOUGLAS BL 6 VCP 196 0 9 SMH B05-388 3 SMH B05-007 4.8 400 WILLOW AV 6 VCP 557 10 9 SMH B05-420 5.5 SMH B05-427 10.8 7,500 FRANKLIN ST 6 VCP 214 5 10 SMH C05-222 2.8 SMH C05-221 4.5 110,000 SUTTER AV 6 VCP 327 7 10 SMH C05-248 3.66 SMH C05-260 4.5 6,900 S LINCOLN ST 6 UV CIPP 313 11 10 5, 11, 12 SMH C05-251 8.66 SMH C05-233 8.02 37,100 SHOPPING CENTER 8 VCP 390 0 10 4 SMH C05-261 2.06 SMH C05-229 7 14,400 DONNER AV 6 VCP 452 19 10 7 SMH C05-275 4.1 SMH C05-277 4 25,100 CLAIBORNE AV 6 VCP 433 12 10 SMH C05-384 3.1 SMH C05-248 3.66 7,800 S LINCOLN ST 6 UV CIPP 335 10 10 5, 12 SMH C05-384 3.1 SMH C05-221 4.5 18,100 S LINCOLN ST 6 UV CIPP 326 15 10 5, 12 SMH C05-508 3.0 SMH C05-261 2.06 173,000 DONNER AV 6 VCP 39 3 10 SMH C05-509 4.0 SMH C05-510 6.0 35,000 SHOPPING CENTER 6 VCP 144 2 10 4 CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville Pipe Segment Detail Table 2
FROM UPSTREAM ID
UPSTREAM
DEPTH (FT) TO DOWNSTREAM ID
DOWNSTREAM
DEPTH (FT)
FLOWS (GPD)
See Note 1 STREET NAME/MAIN LOCATION EXISTING DIAMETER (IN) EXISTING MATERIAL REPAIR LENGTH (FT) # OF LATERALS AREA PLAN NOTES See Note 6 SMH C05-510 6.0 SMH C05-251 8.66 35,000 SHOPPING CENTER 6 VCP 151 2 10 4 SMH C05-511 7.1 SMH C05-219 3.25 3,400 PARK DR 6 VCP 229 5 10 SMH B04-068 7.1 SMH B04-067 6.2 26,000 SIXTH ST 6 VCP 233 5 11 SMH B04-069 0 SMH B04-068 7.1 18,000 SIXTH ST 6 VCP 156 1 11 SMH B04-091 4 SMH B04-092 3.1 3,000 HAMPTON DR 6 VCP 117 4 11 SMH B04-092 3.1 SMH B04-066 5.6 10,000 HAMPTON DR 6 VCP 336 9 11 SMH B04-099 4.1 SMH B04-090 4 8,000 WINDSOR DR 6 VCP 98 3 11 SMH B04-102 3.1 SMH B04-093 2.1 8,000 WINDSOR DR 6 VCP 231 8 11 SMH B05-464 5.8 SMH B05-074 6 31,300 JUBILEE AL 6 FELT CIPP 334 1 12 3, 10, 12 SMH B05-482 3 SMH B05-116 7 2,600 JUBILEE AL 6 VCP 202 5 12 SMH B05-039 10 SMH B05-062 6.8 11,800 KEEHNER AV 6 VCP 489 16 13 SMH B05-153 13 SMH B05-158 10.07 27,200 PALM AV TO OPEN SPACE/EASEMENT 6 VCP 145 0 14 4, 9 SMH B05-158 10.7 SMH B05-165 7.5 20,000 OPEN SPACE/EASEMENT/ FIRST SOUTHERN BAPTIST CHURCH 6 VCP 54 0 14 4, 9 SMH B06-051 4 SMH B06-394 4.66 3,300 LORETTO DR 6 VCP 177 2 14 2 SMH B06-067 6.25 SMH B06-072 12.06 6,200 TRUSCOTT CT 6 VCP 181 6 14 SMH B06-073 12 SMH B06-072 12.06 961,400 TRUSCOTT CT 15 VCP 167 3 14 2 SMH B06-081 5.66 SMH B06-080 4.1 25,100 GERRY WY 6 VCP 405 12 14 SMH B06-105 7.5 SMH B06-126 8.06 16,200 SIERRA GARDENS DR 6 VCP 194 4 14 2 SMH B06-112 5.5 SMH B06-123 5.8 2,700 SUSAN CI 6 VCP 165 4 14 SMH B06-113 5 SMH B06-150 10.1 13,400 GREGORY CT 6 UV CIPP 380 10 14 5 SMH B06-135 5.33 SMH B06-160 5.06 11,600 SUSAN CI 6 VCP 307 9 14 SMH B06-150 10.1 SMH B06-149 12 1,331,000 GREGORY WY 15 VCP 125 2 14 SMH B06-394 4.66 SMH B06-083 6.05 11,900 LORETTO DR 6 VCP 286 7 14 2 SMH B05-182 4.5 SMH B05-181 4.9 4,900 COLOMA WY 6 VCP 202 7 16 SMH B05-203 4.6 SMH B05-217 4.4 4,000 AUDREY WY 6 VCP 306 8 16 SMH B05-285 5.8 SMH B05-258 13.06 12,000 JO ANNE LN 6 UV CIPP 314 3 16 5 SMH B05-301 7 SMH B05-274 7.3 217,800 OPEN SPACE OFF MARLIN DR 15 VCP 218 0 16 4, 9 SMH A05-035 4 SMH A05-029 4 70,000 BACKYARD EASEMENT SANTA CRUZ CT/EL RANCHO CT 8 VCP 205 0 17 4 SMH A05-046 9.1 SMH A05-035 4 70,000 BACKYARD EASEMENT SANTA CRUZ CT/EL RANCHO CT 8 VCP 214 0 17 4 SMH B05-337 14.6 SMH B05-320 17.8 208,800 MARLIN DR 12 VCP 416 2 17 CAP B05-412 N/A SMH B05-319 4.5 1,100 ELISA WY 6 VCP 126 2 17 8 SMH A04-025 7.8 SMH A04-013 21.06 194,200 CIRBY OAKS APTS EASEMENT TO CIRBY WY 6 VCP 298 3 18 4 SMH A04-062 7 SMH A04-044 6.05 35,300 FAIRFIELD AV 6 VCP 249 7 18 SMH A04-064 5.4 SMH A04-065 19.04 25,700 BALDWIN AV 6 VCP 249 6 18 SMH A04-075 5.7 SMH A04-083 9.09 12,900 ARDMORE AV 6 VCP 220 7 18 SMH A04-076 6.0 SMH A04-064 5.4 13,000 ARDMORE AV 6 VCP 321 6 18 SMH A04-079 5 SMH A04-090 5.06 12,900 DAWNRIDGE RD 6 VCP 267 6 18 SMH A04-080 5.2 SMH A04-090 5.06 7,400 DARTMOUTH AV 6 UV CIPP 167 2 18 5 SMH A06-048 4.5 SMH A06-039 5 92,400 S CIRBY WAY 6 UV CIPP 192 1 19 5 SMH A07-069 5.08 SMH A07-062 7.5 5,900 HURST WY 6 VCP 210 4 19 SMH A07-088 5.02 SMH A07-079 5 12,300 LEE WY 6 VCP 274 6 19 SMH A07-089 3.9 SMH A07-101 5.1 700 LEE WY 6 VCP 182 3 19 SMH A07-099 4.3 SMH A07-100 4.1 4,400 DECKER DR 6 VCP 152 3 19 SMH A07-100 4.1 SMH A07-088 5.02 9,900 DECKER DR 6 VCP 325 7 19 SMH A07-101 5.1 SMH A07-119 7.9 6,200 LEE WY 6 VCP 126 2 19 SMH A07-118 4 SMH A07-101 5.1 5,500 BUD CT 6 VCP 84 0 19 FB A07-239 N/A SMH A07-120 4.1 3,100 LEE WY 6 VCP 135 3 19 8 CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville Notes & Abbreviations
Notes:
1 FLOWS ARE PEAK WET WEATHER FLOWS.
2 THIS WORK SHALL BE COORDINATED TO OCCUR WHEN SCHOOL IS NOT IN SESSION. 3 COLLECTION PIPELINE HAS PREVIOUSLY BEEN FELT LINED; ONLY TOP HAT(S) ON ACTIVE LATERAL(S) REQUIRED. 4 CONTRACTOR SHALL COORDINATE ACCESS WITH CONSTRUCTION INSPECTOR. 5 COLLECTION PIPELINE HAS PREVIOUSLY BEEN UV CIPP LINED; ONLY TOP HAT(S) ON ACTIVE LATERAL(S) REQUIRED. 6 UNLESS OTHERWISE NOTED, COLLECTION PIPE SHALL BE UV CIPP LINED AND TOP HATS SHALL BE INSTALLED ON ALL ACTIVE LATERALS THAT CONNECT TO THE COLLECTION PIPELINE. 7 NOT ALL LATERALS SHOWN ON PLAN.
8 CONTRACTOR SHALL COORDINATE WITH CITY TO SCHEDULE CITY CREW'S EXCAVATION AT THE FB OR CAP FOR CONTRACTOR ACCESS. 9 NO WORK ON THIS PIPELINE SEGMENT BETWEEN FEBRUARY 1ST AND AUGUST 15TH. SEE SPECIFICATIONS FOR OTHER RESTRICTIONS AND REQUIREMENTS WHEN WORKING IN OPEN SPACE AREAS. 10 CONTRACTOR SHALL COORDINATE WITH CITY TO SCHEDULE LATERAL REPAIR PRIOR TO TOP HAT INSTALLATION. 11 PIPELINE CONTAINS ONE OR MORE 6-INCH LATERALS. CONTRACTOR SHALL VERIFY LATERAL(S) SIZE AND LOCATION, AND INSTALL PROPERLY SIZED TOP HATS, ACCORDINGLY. 12 PIPELINE INCLUDES LATERAL(S) THAT HAS EXISTING TOP HAT(S) INSTALLED AND THEREFORE LATERAL(S) NOT INCLUDED IN THE NUMBER OF LATERALS WITHIN THIS TABLE. LATERALS WITH EXISTING TOP HATS ARE COLORED GREEN ON THE PLAN SHEETS.
Abbreviations:
AL Alley
APT Apartments
AV Avenue
BL Boulevard
CAP End of line cap
CI Circle
CIPP Cured-in-place pipe
CO Cleanout
CT Court
DR Drive
FB Flushing Branch
(either in line or end of line cleanout)
FT Feet
GPD Gallons Per Day
HS High School
ID Identification
LN Lane
N/A Not Applicable
RD Road
SMH Sewer Manhole
SQ Square
ST Street
TC Terra Cotta
UV Ultraviolet
VCP Vitrified Clay Pipe
WY Way
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 2 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 3 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
DRY CREEK
DRY CREEK
ANTELOPE CREEK ANTELOPE CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 4 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 5 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
ALLEY
DRY CREEK DRY CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 6 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
ALLEY
DRY CREEK
DRY CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 7 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 8 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
DRY CREEK DRY CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 9 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
DRY CREEK DRY CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 10 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
DRY CREEK DRY CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 11 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
DRY CREEK DRY CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 12 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 13 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
FIRST SOUTHERN
BAPTIST CHURCH
CIRBY CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 14 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
ELISA WY
CIRBY CREEK CIRBY CREEK
LINDA CREEK LINDA CREEK
CIRBY CREEK CIRBY CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 16 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
ELISA WY
LIGHT OF THE GOSPEL
MISSIONARY CHURCH
CIRBY CREEK CIRBY CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 17 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
VERNON ST
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 18 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
LINDA CREEK
LINDA CREEK LINDA CREEK
LEGEND
Rehab Lateral
Access Manhole
Flushing Branch
Manhole
Access Manhole
Hydrant
2022 Rehab Main
(E) UV CIPP Main
Main Not In Scope
Lateral Not In Scope
Cap
Area 19 NOT TO SCALE
CWJ # 400078
ENVIRONMENTAL UTILITIES
ENGINEERING DIVISION REV NO. DATE: DRAWN: CHKD: COMMENTS:
DESIGNED BY: JC
DRAWN BY: JMH
APPROVED BY: TM
DATE: DEC 2022 2022 Sewer Collection System CIPP Rehabilitation Project City of Roseville
COUNCIL COMMUNICATION
CC #: 2484
File #: 0203-04
Title: Citywide Plotter Replacement - Contract Purchase Agreement Contact: Brian Johnson 916-774-5141 [email protected] Meeting Date: 1/18/2023
Item #: 7.11.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution approving the Contract Purchase Agreement (3002678) with J.J.R. Enterprises, Inc. dba Caltronics Business Systems and authorizing the City Manager to execute it.
BACKGROUND
There are nine (9) large format plotters and/or scanners throughout the City that have reached their end of life. These machines are used for a variety of purposes which include, but are not limited to, public safety large scale aerial wall maps, planning and development related maps, scanning of as-built drawings and printing of presentation posters.
Many of the City’s current plotters have begun to fail or function in a sub-optimal manner so it is in the interest of the City that these units are replaced to increase plotting speed and productivity output for City staff and the services they support.
The City is leveraging an existing competitive bid contract (National Association of State Procurement Officials (NASPRO) Contract #140597) and includes all related hardware, software, ink, installation, training, e-waste recycling, as well as five years of support care packs. The total cost is $136,353.88.
FISCAL IMPACT
The total cost of $136,353.88 will be funded through the FY2022-23 Information Technology Replacement Fund budget.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. Approval of a Contract Purchase Agreement for citywide plotter replacement meets the above criteria is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Brian Johnson, Information Technology Program Manager
Hong Sae, Chief Information Officer
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-014
Contract PurchaseAgreement
RESOLUTION NO. 23-014
APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND J. J. R. ENTERPRISES, INC. DBA CALTRONICS BUSINESS
SYSTEMS, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF
OF THE CITY OF ROSEVILLE
WHEREAS, a contract purchase agreement (3002678), to upgrade plotter and scanning devices, utilizing the National Association of State Procurement Officials (NASPO) contract #140597, by and between the City of Roseville and J. J. R. Enterprises, Inc. dba Caltronics Business Systems, has been reviewed by the City Council.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said contract purchase agreement is approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.
PASSED AND ADOPTED by the Council of the City ofRoseville this day of , 2023, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
City Clerk
00801220
N/A
N/A
X
COUNCIL COMMUNICATION
CC #: 2497
File #: 0400-04-12-1
Title: Sierra Vista II Sewer Lift Station Project - Notice of Completion Contact: Ignacio Vizcarra 916-774-5578 [email protected] Meeting Date: 1/18/2023
Item #: 7.12.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt the attached resolution accepting Sierra Vista II, Sewer Lift Station, CWJ # 190463, as complete and authorizing the City Engineer to execute the Notice of Completion.
BACKGROUND
The Engineering Division has made a final inspection of the above project and has found the roadway infrastructure work complete in accordance with the improvement plans and City Specifications.
FISCAL IMPACT
The actions requested as part of this action have no impact to the City's General Fund.
Construction costs were paid by the developer.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. Approval of a Notice of Completion meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Ignacio Vizcarra, Senior Construction Inspector
Mike Isom, Development Services Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-022
NOC Sierra Vista Phase II, Sewer Lift Station.
Vicinity Map
FINAL MAP Sierra Vista Phase-II Sewer Lift Station
Bonds
RESOLUTION NO. 23-022
RESOLUTION OF THE COUNCIL OF THE CITY OF ROSEVILLE ACCEPTING THE PUBLIC
WORK KNOWN AS SIERRA VISTA II, SEWER LIFT STATION PROJECT, APPROVING THE "NOTICE OF COMPLETION", AND AUTHORIZING AND DIRECTING THE CITY
ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF ROSEVILLE,
THEREFORE, AND ACCEPTING A PORTION OF THE DEDICATIONS OFFERED ON THE RECORDED MAP OF THE SUBDIVISION.
BE IT RESOLVED by the Council of the City of Roseville as follows:
1. The "Notice of Completion" on file in the City Clerk's Department relative to that public work known as the Sierra Vista II, Sewer Lift Station is hereby approved and the public work accepted.
2. A portion of the right-of-way and easements offered for dedication on the final map of Sierra Vista –KT Properties Phase 2 Large Lot Subdivision recorded in Book FF of Maps, Page 18, in the office of the recorder of Placer County, is hereby accepted by the City in part as said dedications relates to the improvement plan set known as Sierra Vista II Sewer Lift Station.
3. The City Engineer is hereby authorized and directed to execute said Notice on behalf of the City of Roseville.
PASSED AND ADOPTED by the Council of the City of Roseville, this day of , 20 , by the following vote on rollcall:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
CITY CLERK
RECORDING REQUESTED BY AND WHEN
RECORDED MAIL TO:
CITY CLERK
CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
Exempt from recording fees
Pursuant to Gov’t Code §27383
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the public work of improvement known as the Project was completed and
accepted by the City of Roseville on . The location is
situated in the City of Roseville, County of Placer, State of California and is indicated on the attached map, marked as Exhibit “A” and incorporated herein by this reference. The real property herein described is owned by the City of Roseville, 311 Vernon Street, Roseville CA 95678.
The direct/general contractor on said project was .
The surety on said project was
.
___________________________________
City of Roseville
Owner
ATTEST:
________________________________ _
Carmen Avalos, City Clerk
State of California )
County of Placer )
I, , being first duly sworn, depose and say: I am the
of the City of Roseville, a municipal corporation in the State of California, owner of the property described in the above Notice. I am duly authorized to make this verification for and on behalf of the City of Roseville. I have read the Notice of Completion and know its contents and the facts stated therein are true.
___________________________________
City of Roseville
State of California )
County of Placer )
Subscribed and sworn to (or affirmed) before
me on this _____ day of ,
20___,
proved to me on the basis of satisfactory
evidence to be the person(s) who appeared
before me.
____________________________________
Place Notary Seal and/or Stamp Above Signature of Notary Public A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
VISTA GRANDE BL
SANTUCCI BL EXHIBIT A
City of Roseville
Sierra Vista II
Lift Station
Project
Location
0 0.25 0.5
Miles
SANTU
CCI
WESTBROOK
PLEASANT GROVE
VISTA GRANDE
Vicinity Map
COUNCIL COMMUNICATION
CC #: 2501
File #: 0800-02
Title:
Wastewater Treatment Plant Capacity Analysis Consulting Services - Professional Services Agreement Amendment
Contact: Rana Moore 916-774-5581 [email protected] Meeting Date: 1/18/2023
Item #: 7.13.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to approve the First Amendment to Professional Services Agreement with Woodard & Curran Inc. in the amount of $355,819 for the Dry Creek and Pleasant Grove Wastewater Treatment Plant (WWTP) Capacity Evaluation Project and authorize the City Manager to execute it.
BACKGROUND
Per recommendations from the South Placer Regional Wastewater 2020 Systems Evaluation report, prior to any further improvements at the City’s wastewater treatment plants, processspecific sampling, process modeling, and stress-testing should be conducted. This analysis will provide a sound basis for the planning of new facilities, as well as the rehabilitation of existing facilities, and is integral to determining required future capital improvement projects during phased expansions.
On March 3, 2021, Woodard & Curran Inc. was awarded a Professional Services Agreement to conduct the Dry Creek and Pleasant Grove Wastewater Treatment Plant Capacity Evaluation.
This amendment request is due to the following:
1. Woodard & Curran’s original scope, schedule, and budget were based on the capacity evaluation for Pleasant Grove WWTP and Dry Creek WWTP occurring simultaneously, with a project completion date of August 2023. Due to delays in final completion and process stabilization of the Pleasant Grove WWTP Expansion Project, the capacity evaluation efforts at each of the two treatment plants are now on separate schedules. Pleasant Grove WWTP capacity analysis is delayed until the expansion is complete and stabilized, resulting in labor cost escalations and an extended project schedule through August 2025.
2. The number of process fundamentals training sessions was increased to accommodate staff schedules.
3. Due to staffing shortages in the City’s environmental treatment laboratory, a larger than anticipated contract with an outside laboratory was necessary to complete the sampling and analytical campaign. Unit costs for laboratory services were also considerably higher when formally procured in fall of 2021 versus unit costs quoted in fall of 2020 during project procurement.
4. In order to provide a foundation for fees related to wastewater capacity upgrade projects, the City has asked Woodard & Curran to complete a “Capacity Improvements Evaluation” in advance of completing the Dry Creek dynamic process modeling and facilities plan. The City has requested that for the new analysis, conditions at the near-term, 20-year planning horizon (original scope), and future buildout be evaluated.
FISCAL IMPACT
The total not-to-exceed change in Woodard & Curran’s contract for extending and expanding services is $355,819. This project is funded by the South Placer Wastewater Authority, and this contract amendment of $355,819 can be accommodated within the existing Dry Creek and Pleasant Grove WWTP Capacity Evaluation Project budget. This amendment would bring the total project budget from 1,034,153 to 1,390, 153. No additional funding is required at this time.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) only applies to projects which have the potential to cause a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. (CEQA Guidelines §15061(b)(3)).
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Rana Moore, Associate Engineer
Richard Plecker, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-025
Amendment One
RESOLUTION NO. 23-025
APPROVING A FIRST AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND WOODARD & CURRAN INC., AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF
THE CITY OF ROSEVILLE
WHEREAS, a first amendment to professional services agreement for wastewater treatment plant capacity analysis consulting services, by and between the City of Roseville and Woodard & Curran Inc., has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said first amendment is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.
PASSED AND ADOPTED by the Council of the City of Roseville this day of , 20 , by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
City Clerk
COUNCIL COMMUNICATION
CC #: 2473
File #: 0800-02
Title:
Landfill Water Quality and Gas Monitoring and Reporting Services - Professional Services Agreement
Contact: Michelle White 916-774-5774 [email protected] Meeting Date: 1/18/2023
Item #: 7.14.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to approve a professional services agreement with Jacobs Engineering Group, Inc. for 2023 Water Quality and Landfill Gas Monitoring and Reporting Services and other Regulatory-Required Technical Assistance and authorize the City Manager to execute the agreement on behalf of the City.
BACKGROUND
The closure of the Roseville Sanitary Landfill was completed in late 1995 in accordance with Waste Discharge Requirements (WDR) Order No. 94-015 and the California Code of Regulations Article 5, Title 23. From these regulations came state-mandated post-closure requirements to establish a groundwater and landfill gas-monitoring program for the site.
Since 1994, the City has conducted groundwater monitoring at the landfill and has hired the engineering firm Jacobs Engineering Group, Inc. (Jacobs) to review data and report on the nature of any release from the landfill to the groundwater. Jacobs' annual water quality report has established baseline water quality parameters and evaluates the effectiveness of the landfill closure. Generally, it takes a number of years of groundwater monitoring and analysis to determine if a landfill closure has been effective. At this time, further monitoring and reporting is required.
The agreement also includes the preparation of the Year 2023 Reports and regulatory assistance including:
• Data compilation and analysis for all data collected between January 2023 and December 2023 for water quality and landfill gas monitoring.
• Semi-annual and annual report preparation and submission to the Regional Water Quality Control Board (RWQCB) for approval.
• Regulatory assistance for Saugstad Park in the amount of $9,516 is also included in the overall agreement budget.
• Antelope Creek evaluation of cost-effective methods to protect the creek bank from potential erosion.
Staff believes that award of this sole source agreement is in the best interest of the City for the following reasons:
• Jacobs’ staff includes the original engineer that assisted with the closure of the landfill site in 1994.
Closed landfills can be extremely technical and nuanced sites and having historical knowledge of the site when reviewing monitoring well results is critical to ensuring that the City maintains compliance with the closed landfill site monitoring and reporting plan. • Jacobs has developed an excellent working relationship with representatives of the Department of Resource Recycling and Recovery (CalRecycle), the RWQCB, and Placer County Environmental Health (Local Enforcement Agency). Representatives from these three agencies have developed a trust in Jacobs's abilities, performance, and recommendations as to the best course of action to take when dealing with issues from the site.
• Their work to date has been excellent. Staff is confident the firm's comprehensive understanding of Roseville's landfill gas and water issues will ensure the City a successful, stateapproved landfill closure. Jacobs has also been a fiscally-responsible consultant, consistently coming in under budget and actively researching and networking with industry and regulators to potentially use this site as a source of revenue for the City.
FISCAL IMPACT
The cost of $260,010 is budgeted in the FY2022-23 Waste Services Operation Fund budget.
Funding for the water quality and landfill gas monitoring and reporting services are included in the solid waste service rates.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) only applies to projects which have the potential to cause a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. (CEQA Guidelines §15061(b)(3)).
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Respectfully Submitted,
Michelle White, Compliance Administrator
Richard Plecker, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-001
PSA - Jacobs Engineering
RESOLUTION NO. 23-001
APPROVING A PROFESSIONAL SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND JACOBS ENGINEERING GROUP INC., AND AUTHORIZING
THE CITY MANAGER TO EXECUTE IT ON BEHALF OF
THE CITY OF ROSEVILLE
WHEREAS, a professional services agreement for 2023 Water Quality and Landfill Gas Monitoring and Reporting Services, by and between the City of Roseville and Jacobs Engineering Group Inc., has been reviewed by the City Council; and NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said professional services agreement is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.
PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
City Clerk
COUNCIL COMMUNICATION
CC #: 2496
File #: 0721
Title: Roseville Transit Agency Safety Plan Update
Contact: Ed Scofield 916-869-9109 [email protected] Meeting Date: 1/18/2023
Item #: 7.15.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve the updated Roseville Transit Agency Safety Plan that will update the Injury & Illness Prevention Plan to include the City's latest plan, add additional safety language as required by the Bipartisan Infrastructure Law, and authorize the City Manager to approve future minor and non-substantive changes to this document without further Council action.
BACKGROUND
On August 19, 2020, the City Council approved Roseville Transit's Agency Safety Plan. This plan was developed in response to the passage of the Moving Ahead for Progress in the 21st Century (MAP-21) Act, which required recipients of 49 U.S.C. Chapter 53 funding to develop and implement a Public Transportation Agency Safety Plan (PTASP). The City continues to receive transit funding under the following Chapter 53 programs:
Urbanized Area Formula Program (§ 5307),
Buses and Bus Facilities Program (§ 5339), and
Enhanced Mobility of Seniors & People with Disabilities Program (§ 5310).
The purpose of the PTASP is to improve public transportation safety by guiding transit agencies to more effectively and proactively manage safety risks in their systems.
Since approval of Roseville Transit's Agency Safety Plan in 2020, staff provides regular reviews of the document to ensure accuracy and inclusion of the most updated information. As part of a review completed in December of 2022, it was noted that an updated version of Attachment 3 of the safety plan, Roseville's Injury & Illness Prevention Plan, is available and should replace the current version in the safety plan. Also, additional requirements were established for the PTASP, as part of the Bipartisan Infrastructure Law signed into law on November 15, 2021, that necessitate minor updates to the plan. Through the PTASP regulation (49 C.F.R. § 673), the FTA requires transit agencies to form a safety committee to implement a safety management system to manage safety risk, to help agencies maintain or improve their safety performance.
Staff is seeking Council approval for Amendment 1 to the Roseville Transit Agency Safety Plan that will update Attachment 3 to include the City's latest Injury & Illness Prevention Plan, add additional safety language as required by the Bipartisan Infrastructure Law and authorization for the City Manager to approve future minor changes to this document without further Council action.
FISCAL IMPACT
This amendment will not result in a direct fiscal impact. However, having an updated Agency Safety Plan allows the City to maintain compliance with FTA requirements to receive funding under 49 U.S.C. Chapter 53.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) only applies to projects which have the potential to cause a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. (CEQA Guidelines §15061(b)(3)).
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Respectfully Submitted,
Ed Scofield, Alternative Transportation Manager
Jason Shykowski, Public Works Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 23-021
Approved Roseville Transit Safety Plan
UpdatedAttachment 3 - Roseville Injury & Illness Prevention Plan RESOLUTION NO. 23-021
APPROVING THE UPDATED ROSEVILLE TRANSIT AGENCY SAFETY PLAN, AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT
ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, on August 19, 2020, the City Council approved Roseville Transit’s Agency Safety Plan; and
WHEREAS, this plan was developed in response to the passage of the Moving Ahead for Progress in the 21st Century (MAP-21) Act, which required recipients of 49 U.S.C. Chapter 53 funding to develop and implement a Public Transportation Agency Safety Plan; and WHEREAS, staff provides regular reviews of the document to ensure accuracy and inclusion of the most updated information; and
WHEREAS, as part of a review completed in December of 2022, it was noted that an updated version of Attachment 3 of the safety plan, Roseville's Injury & Illness Prevention Plan, is available and should replace the current version in the safety plan; and WHEREAS, as part of the Bipartisan Infrastructure Law signed into law on November 15, 2021, PTASP regulation (49 C.F.R. § 673) requires transit agencies to update the safety plan to include language related to a safety management system to manage safety risk, to help agencies maintain or improve their safety performance; and
WHEREAS, the updated Roseville Transit Agency Safety Plan has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said updated Roseville Transit Agency Safety Plan is hereby approved.
BE IT FURTHER RESOLVED, that the City Manager is authorized to approve future minor and non-substantive changes to this document without further City Council approval.
PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
City Clerk
CITY OF ROSEVILLE
ROSEVILLE TRANSIT
AGENCY SAFETY PLAN
City of Roseville
Roseville Transit Agency Safety Plan 2
Table of Contents
Executive Summary ......................................................................................................................... 3
1. Transit Agency Information ....................................................................................................... 4
2. Plan Development, Approval, and Updates............................................................................... 5
3. Safety Performance Targets ..................................................................................................... 7
4. Safety Management Policy ....................................................................................................... 9
5. Safety Risk Management........................................................................................................ 14
6. Safety Assurance.................................................................................................................... 17
7. Safety Promotion .................................................................................................................... 19
8. Additional Information ............................................................................................................. 22
9. Definitions............................................................................................................................... 23
10. Attachments............................................................................................................................ 26 City of Roseville
Roseville Transit Agency Safety Plan 3
Executive Summary
Moving Ahead for Progress in the 21st Century (MAP-21) grants the Federal Transit Administration (FTA) the authority to establish and enforce a comprehensive framework to oversee the safety of public transportation throughout the United States. As a component of this safety oversight framework, MAP-21 requires recipients of FTA Chapter 53 funding to develop and implement a Public Transportation Agency Safety Plan (PTASP) based on the Safety Management Systems (SMS) approach. As a recipient of FTA Chapter 53 funding, the City of Roseville is required to develop and implement a PTASP.
This document serves as the City of Roseville’s PTASP required by 49 U.S.C. § 5329. The purpose of this PTASP is to be a comprehensive agency safety plan that is consistent with FTA’s PTASP final rule under 49 C.F.R. § 673. The plan includes the following requirements:
An approval by the agency’s Accountable Executive and the City Council; The designation of a Chief Safety Officer;
The documented processes of the City’s SMS, including the City’s Safety Management Policy (SMP) and processes for Safety Risk Management (SRA), Safety Assurance (SA), and Safety Promotion (SP);
An Employee Safety Reporting Program (ESRP);
Performance targets based on the safety performance measures established in FTA’s National Public Transportation Safety Plan (NSP);
Criteria to address all applicable requirements and standards set forth in FTA’s Public Transportation Safety Program and the NSP; and
A process and timeline for conducting an annual review and update of the safety plan.
City of Roseville
Roseville Transit Agency Safety Plan 4
1. Transit Agency Information
Transit Agency Name City of Roseville
Transit Agency
Address 316 Vernon Street, Suite 150, Roseville, CA 95678 Name and Title of
Accountable
Executive
Dominick Casey, City Manager
Name of Chief Safety
Officer Dominick Casey, City Manager
Mode(s) of Service
Covered by This Plan
Fixed Route Bus
Service (Commuter &
Local),
Complementary
Paratransit and
Demand Response
Service
List All FTA
Funding Types 5307, 5339(a), 5339(b),
5310
Mode(s) of Service
Provided by the
Transit Agency
(Directly operated or
contracted service)
Fixed Route Bus Service (inclusive of Local and Commuter Service), Complementary Paratransit and Demand Response Service
(Transit operation services are contracted.)
Does the agency
provide transit
services on behalf of
another transit
agency or entity?
Yes
No
Description of
Arrangement(s)
N/A
Name and Address of
Transit Agency(ies) or
Entity(ies) for Which
Service Is Provided
N/A
City of Roseville
Roseville Transit Agency Safety Plan 5
2. Plan Development, Approval, and Updates
Name of Entity That
Drafted This Plan
City of Roseville, Public Works Department – Alternative Transportation Division
Signature by the
Accountable
Executive
Signature of Accountable Executive Date of Signature
See page #1 See page #1
Approval by the
Board of Directors or
an Equivalent
Authority
Name of Entity That Approved This
Plan Date of Approval
Roseville City Council See Attachment #1
Relevant Documentation (Title and Location)
Resolution is found in Attachment #1
Certification of
Compliance
Name of Entity That Certified This Plan Date of Certification City of Roseville See Attachment #2
Relevant Documentation (Title and Location)
Annual Certs & Assurances is located in FTA Transit Award Management System (TrAMS)
Version Number and Updates
Version
Number
Section/Pages
Affected Reason for Change Date Issued
City of Roseville
Roseville Transit Agency Safety Plan 6
Annual Review and Update of the Roseville Transit Agency Safety Plan This plan addresses all applicable requirements and standards as set forth in FTA’s Public Transportation Safety Program and the National Public Transportation Safety Plan.
This Plan will be jointly reviewed and updated by key staff with the assistance of subject matter experts, each April. The Accountable Executive will approve any changes, then forward on to the City Council for approval.
In addition to the annual review and update process, the Roseville Transit Agency Safety Plan is also reviewed or updated on an ad-hoc basis when there is a determination made that the approaches in this plan are ineffective in mitigating safety deficiencies, there are significant changes to service delivery, there are new processes or procedures implemented that impact safety, there is a substantial change in financial resources available to the City of Roseville, and/or there is a significant change in the City’s organizational structure.
The Roseville Transit Agency Safety Plan is a living document that is updated annually and incorporates by reference the following City policies and procedures:
• City of Roseville Injury and Illness Prevention Program (Attachment #3) • Chapter 3.16 of the Roseville Municipal Code
The City of Roseville’s contracted transit operator, MV Transportation, Inc. (MV), has established safety policies and procedures, identified in its Safety Policy Manual (Attachment #4).
City of Roseville
Roseville Transit Agency Safety Plan 7
3. Safety Performance Targets
The City of Roseville has developed Safety Performance Targets consistent with performance measures established by FTA in the National Public Transportation Safety Plan. In the most recent version, the 2017 NSP3, FTA adopted four initial Safety Performance Measures: (1) Fatalities, (2) Injuries, (3) Safety Events, and (4) System Reliability. These targets were developed based data specific to Roseville, the region, and the state of California.
The Roseville Short Range Transit Plan 2018-2025 (SRTP) identifies safety performance goals, objectives and standards related to Safety Performance Targets. The SRTP identifies the following standards under the goal to provide safe, reliable, and high quality transportation:
• passenger injuries = <1 per 100K boardings (~ 250,000 Vehicle Revenue Miles (VRM)) • all accidents = < 1per 25K miles
• reliable transit service = >10,000 miles per road call Per the California State Highway Safety Report (2018) the State target is 0.995 traffic fatalities per 100M vehicle miles traveled.
This information was used to develop the Safety Performance Targets below.
Safety Performance Targets for all Roseville Transit modes Fatalities Injuries Safety Events
System Reliability
Total Rate Total Rate Total Rate
0 <1 per
100,000,000
VRM
0 < 1 per
250,000
VRM
0 < 1 per
25,000 VRM
>10,000 miles between
major mechanical failures
Fatalities & Injures: transit customers, transit employees, and any public involved in related safety events.
Safety Events: Collisions (vehicle-to-vehicle, vehicle-to-person, vehicle-to-object), Fires, and Evacuations for life safety reasons.
Major Mechanical System Failures: Major mechanical system failures prevent a vehicle from completing or starting a scheduled revenue trip because actual movement is limited or because of safety concerns.
Examples of major bus failures include breakdowns of brakes, doors, engine cooling systems, steering, axles, and suspension.
The contracted transit operator provides monthly Incident Report Logs and Daily Breakdown Logs to the City of Roseville Alternative Transportation Division. This information is available on an internal shared drive and the Alternative Transportation Division reviews this data and reports safety performance measures to the National Transit Database (NTD) as required. The current safety measures reported to NTD include number of fatalities, injuries and safety events for all Roseville modes.
City of Roseville
Roseville Transit Agency Safety Plan 8
Safety Performance Target Coordination
MPO Coordination: The Sacramento Area Council of Governments (SACOG), the City’s MPO, receives and reviews the City of Roseville’s Transit Asset Management (TAM) Plan annually, which includes performance targets related to safety. The TAM Plan must also be approved and adopted by the City of Roseville. The City’s Alternative Transportation Manager attends bimonthly SACOG meetings where SACOG staff are updated regarding safety performance targets on an as-needed basis.
State DOT Coordination: The California DOT conducts regular audits of the City of Roseville related to public transportation safety. These include: Motor Carrier Unit of the California Highway Patrol (CHP) annual Safety Compliance Report (CHP-343), and State of California Department of Motor Vehicles “Driver Pull Notice Program”.
Targets
Transmitted to
the State
State Entity Name Date Targets Transmitted
CA DOT
______________________
Targets will be shared with the State
Annually/Upon Request.
Targets
Transmitted to
the Metropolitan
Planning
Organization
Metropolitan Planning Organization
Name Date Targets Transmitted
SACOG
______________________
Targets will be shared with the MPO
Annually/Upon Request.
4/27/21
4/27/21
City of Roseville
Roseville Transit Agency Safety Plan 9
4. Safety Management Policy
Safety Management Policy Statement
The City of Roseville is committed to public transportation safety. We will continue to implement, develop, and improve strategies, management systems, and processes to ensure that all our public transportation activities uphold the highest level of safety performance and meet required safety standards.
We will develop and embed a safety culture in all our activities that recognizes the importance and value of effective safety management and acknowledges at all times that safety is paramount.
We will clearly explain for all staff their accountabilities and responsibilities for the development and operation of the Safety Management System (SMS).
For passengers and employees, we will minimize the safety risk associated with transit service to as low as reasonably practicable and we will work to comply with all legislative and regulatory requirements and standards. We also will work to ensure that all employees are provided with adequate and appropriate safety information and training, are competent in safety matters, and are only allocated tasks commensurate with their skills.
We have established safety performance targets to help us measure the overall effectiveness of our processes and ensure we meet our safety objectives. We will keep employees informed about safety performance goals and objectives to ensure continuous safety improvement.
Safety Management Policy Communication
During the initial implementation of the Roseville Transit Agency Safety Plan, the Safety Management Policy will be communicated to all transit-involved employees, including contract staff, to explain the agency’s safety culture and describe how the SMS works under the plan.
The City’s Injury and Illness Prevention Program and safety culture is communicated upon hire, and is assigned and tracked through RoseU, the City’s online training platform.
The Chief Safety Officer, or designee, is the resource person for providing a transit agency-wide perspective on the City’s approach to safety management policy communication. The extent of the safety training needs will depend on the safety responsibilities of the individual staff members and the nature of tasks performed.
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Roseville Transit Agency Safety Plan 10
Authorities, Accountabilities, and Responsibilities
Accountable
Executive
City Manager - As established under RMC Sec. 2.10, the City manager shall supervise the administrative affairs of the City. The City manager shall be charged with the preservation of the public peace and health, the safety of persons and properties, the enforcement of law, and the development and utilization of the City’s resources. The City manager shall keep the council informed of the condition and needs of the City and shall make such reports and recommendations as the City manager may deem desirable and perform such other duties as may be prescribed by the City charter or required by ordinance or resolution of the council not inconsistent with the charter.
The City Manager serves as the Accountable Executive, meeting the requirements of 49 C.F.R. §673.5 and §673.23(d)(1). This individual:
• has the responsibility for carrying out the Roseville Transit Agency Safety Plan (ASP) and Transit Asset Management (TAM) Plan; • has control or direction over the human and capital resources needed to develop and maintain both the Roseville Transit ASP, in accordance with 49 U.S.C. 5329(d), and the Roseville’s TAM Plan in accordance with 49 U.S.C. 5326; and
• is accountable for ensuring that the Roseville Transit Safety Management System (SMS) is effectively implemented, and action is taken, as necessary, to address substandard performance in Roseville Transit’s SMS.
The City Manager may delegate specific responsibilities, but the ultimate accountability for the City of Roseville’s transit safety performance cannot be delegated and always rests with the City Manager.
Chief Safety Officer
The City Manager serves as the Chief Safety Officer, meeting the requirements of 49 C.F.R. §673.5 and §673.23(d)(2). This individual has the authority and responsibility for day-to-day implementation and operation of Roseville Transit’s SMS.
The City Manager may designate responsibilities of this role to key staff that hold a direct line of reporting to the Accountable Executive.
Agency Leadership
and Executive
Management
City Council - The City of Roseville is a Council-Manager form of government in which responsibilities are vested in the City Council and the City Manager. In this form of government, the City Council’s role is that of a legislative policy-making body which determines not only the local laws that regulate community life, but also determines public policy and gives direction to the City Manager.
Transportation Commission – This eight-member commission is established by the City Council to study various issues that affect Roseville residents. The Transportation Commission reviews and makes recommendations to the City Council related to the community’s City of Roseville
Roseville Transit Agency Safety Plan 11
transportation needs. The Transportation Commission also reviews Roseville Transit’s performance measures.
Key Staff
City Attorney - plans, organizes, directs and reviews the activities and operations of the City Attorney’s Office including civil and criminal matters; to coordinate assigned activities with other departments and outside agencies; and to provide highly responsible and complex legal support to the City Council, boards and commissions, the City Manager and City department heads.
Human Resources Director - plans, organizes, and directs the City’s Human Resources Department services in the areas of recruitment and selection, classification and compensation, employee and labor relations including collective bargaining, organizational and employee development, policy development and administration, benefits, legal compliance, and risk management; provides expert professional assistance to City Executives and departmental management in areas of responsibility; and coordinates assigned activities with other departments, outside agencies, and the community. The Human Resources Director is designated as the Program Administrator of the City’s Injury and Illness Prevention Program (IIPP).
Public Works Director - plans, organizes, directs and reviews the activities and operations of the Public Works Department including the City’s Engineering Division, Street Maintenance Division, Fleet Services Division Facilities Services Division, and Alternative Transportation Division; coordinates assigned activities with other departments and outside agencies; and provides highly responsible and complex administrative support to the Assistant City Manager.
Alternative Transportation Manager - plans, organizes, directs and coordinates the public transportation activities of the Alternative Transportation Division with the Public Works Department.
Alternative Transportation Analyst - provides highly responsible administrative and technical duties for development, administration, and implementation of transit-related programs.
Fleet Manager - plans, organizes, directs and coordinates the activities of the Fleet Services Division within the Public Works Department and coordinates fleet maintenance activities with other divisions and departments.
Risk Manager - plans, organizes, directs and coordinates the activities of the Risk Management Division within the Human Resources Department including safety, liability, property, workers’ compensation and unemployment programs.
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Roseville Transit Agency Safety Plan 12
Public Information Officer - plans, organizes, coordinates and implements City-wide communications program operations within the Public Affairs & Communications Department; serves in Emergency Operations Center public information section in the event of emergency in Roseville; directs communication content with print, electronic, video, and news media.
Transit Operator - General Manager (Contractor) - provides overall management and supervision of transit operations under the terms of the transit operator contract.
Transit Operator - Safety & Training Manager (Contractor) - ensures agency safety compliance and regulations are met on behalf of the contracted transit operator.
Occupational Health and Safety (OHS) Committee - a working group of management employees that recommend policy direction, provide oversight on the implementation of established procedures and identify safety related resources within individual departments to be used throughout the organization.
Employee Safety Reporting Program
Per City’s Injury and Illness Prevention Program (IIPP), employees are encouraged to promptly report any and all hazards and/or safety issues to management in order to assure that hazards and safety issues are addressed and corrected in a timely manner. It is the intent of the City to encourage and solicit employee input and participation in the Safety Program by identifying hazards and safety issues without fear of reprisal. However, should employees wish to remain anonymous, the City has provided mechanisms by which employees can report hazards or safety issues without identifying themselves.
Confidential hazard reporting can be accomplished through written reports. Anonymous reporting can be mailed to the Chief Safety Officer, or designee, via internal mail or regular mail.
The City’s Anti-Reprisal Policy, per the Injury and Illness Prevention Program, states that employees shall not be discharged or discriminated against in any manner for reporting of health and safety hazards to the City of Roseville or to appropriate governmental agencies. Managers and supervisors shall inform employees of this policy and encourage reporting of workplace hazards to management.
Roseville Municipal Code Chapter 3.16 outlines the City’s personnel discipline policy and describes employee behaviors that may result in disciplinary action.
The City’s contracted transit operator provides policies and procedures for employee safety reporting in its employee handbook. Employees are encouraged to promptly report safety concerns to appropriate management, who then are responsible to communicate the concerns to the Chief Safety Officer, or designee.
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Roseville Transit Agency Safety Plan 13
Key city management and transit operator management communicate safety concerns on a continued basis, which include bi-monthly transit coordination meetings and vehicle coordination meetings.
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Roseville Transit Agency Safety Plan 14
5. Safety Risk Management
Safety Risk Management Process
Safety Hazard Identification
FTA defines a hazard in 49 C.F.R. § 673.5 as “any real or potential condition that can cause injury, illness, or death; damage to or loss of the facilities, equipment, rolling stock, or infrastructure of a public transportation system; or damage to the environment.” Employing this terminology for this PTASP, the City of Roseville uses both external and internal sources to identify safety hazards.
External Sources
State: External sources from the State of California include CHP reports and DMV driver pull reports. These reports are reviewed by the Chief Safety Officer, or designee, and oversight agencies.
FTA: Key Staff review safety guidance published by the FTA such as general directives, safety advisories, and safety bulletins and make recommendations to the Chief Safety Officer or designee, Accountable Executive and Agency Leadership as necessary.
Other: Other external hazard identification sources include reports from the public, regional alerts, and information from the industry and oversight authorities.
Internal Sources
The City of Roseville uses the following internal safety hazard identification methods:
• Employee Safety Reporting
• Safety Coordination Meetings
• The City of Roseville Website & City Alerts (Traffic, Transit, Roadway, Weather, Flood, Special Events, etc.)
• Individual Vehicle Records & Inspection Reports
• Road Operation Reports – Spot Checks and Ride Checks
• Facility Inspection Records
• On-board Radio Communication System
• On-board Video System
• Real-time and Historical Operational Performance Monitoring • Dispatch/Breakdown Logs
• Equipment Inspection Records
• Drug and Alcohol Testing Procedures
• Training Records
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Roseville Transit Agency Safety Plan 15
• Intelligent Transportation System Monitoring (Street cameras) • Investigation Reports
Hazards shall be prioritized and corrected when observed or discovered. Hazards that cannot be corrected with the resources available to managers or supervisors shall be reported to the Chief Safety Officer, or designee, and may be recorded in a Hazard Log.
Any identified hazard that poses an immediate risk to transit operations, the health and safety of employees or the public, or equipment must immediately be brought to the attention of the Chief Safety Officer, or designee, and placed through the Safety Risk Management process for safety risk assessment and mitigation. Otherwise, hazards that do not pose an immediate safety risk will be evaluated through the Safety Risk Management process.
The Chief Safety Officer, or designee, will investigate hazards per the procedures outlined in the City’s Injury and Illness Prevention Program (IIPP).
Safety Risk Assessment
Once hazards have been identified, the Chief Safety Officer, or designee, will conduct an assessment to determine potential consequences and risk level. Factors to be considered are the likelihood of occurrence, the severity of the consequences should there be an occurrence, and the level of exposure to the hazard. The Chief Safety Officer, or designee, will assess risks subjectively by experienced personnel using a Safety Risk Assessment Matrix.
The following hazard severity levels apply:
• Catastrophic (1) - Could Result in one or more of the following: death, permanent total disability, irreversible significant environmental impact, or monetary loss equal to or exceeding $10M.
• Critical (2) - Could result in one or more of the following: permanent partial disability, injuries or occupational illness that may result in hospitalization of at least three personnel, reversible significant environmental impact, or monetary loss equal to or exceeding $1M but less than $10M.
• Marginal (3) - Could result in one or more of the following: injuries or occupational illness resulting in one or more lost work day(s), reversible moderate environmental impact, or monetary loss equal to or exceeding $100k but less than $1M. • Negligible (4) - Could result in one or more of the following: injuries or occupational illness not resulting in lost work day, minimum environmental impact. Or monetary loss less than $100k.
Safety Risk probability and Safety Risk severity are combined into the Safety Risk Assessment Matrix to help prioritize safety risks according to the following Safety Risk Assessment Matric table.
Safety Risk Assessment Matrix
Likelihood/
Severity
Catastrophic
(1)
Critical
(2)
Marginal
(3)
Negligible
(4)
Frequent (A) HIGH HIGH HIGH MEDIUM
Probable (B) HIGH HIGH MEDIUM MEDIUM
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Roseville Transit Agency Safety Plan 16
Occasional (C) HIGH MEDIUM MEDIUM LOW
Remote (D) MEDIUM MEDIUM LOW LOW
Improbable (E) LOW LOW LOW LOW
Safety Risk Index Criteria by Index
HIGH Unacceptable – Action Required:
Safety risk must be mitigated or eliminated.
MEDIUM
Undesirable – Management Decision:
Executive management must decide
whether to accept safety risk with
monitoring or require additional action.
LOW
Acceptable with Review:
Safety risk is acceptable pending
management review.
Safety Risk Mitigation
The City of Roseville will use the results of safety risk assessments to help prioritize safety risks.
Results of the risk assessment process will help determine whether the risk is being appropriately managed or controlled. If the risks are acceptable, the hazard will simply need monitoring. If the risks are unacceptable, steps will be taken to lower the risk to an acceptable or tolerable level, or to remove or avoid the hazard. The level of risk can be lowered by reducing the severity of the potential consequences, by reducing the likelihood of occurrence and/or by reducing the exposure to that risk.
Key strategies to minimize the types of risks that potentially exist include:
• Development and deployment of policies and procedures that address known hazards and risks,
• Discussion of other actions, strategies and procedures that might help safeguard against unknown/unforeseen risks,
• Training of drivers and other agency staff on all safety policies and procedures, • Training of drivers and other agency staff on methodologies for handling emergencies, and • Training of drivers and staff on proper and effective use of emergency equipment and communication technologies and protocol.
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Roseville Transit Agency Safety Plan 17
6. Safety Assurance
Safety Performance Monitoring and Measurement
As part of the Safety Assurance Process, the City of Roseville:
• Monitors Safety Management System Compliance through:
o Safety audits,
o Informal inspections,
o Regular review of on-board camera footage to assess drivers and specific incidents, o Employee safety reporting program,
o Employee accountability processes,
o Investigation of safety occurrences,
o Safety review prior to the launch or modification of any facet of service, o Daily data gathering and monitoring of data relating to the delivery of service, o Regular vehicle inspections and preventative maintenance, and o Continuous feedback between leadership at all levels of the agency. • Develops Effective Safety Risk Mitigations by:
o Monitoring safety risk mitigations to determine if they have been implemented and are effective, appropriate, and working as intended;
o Establishing mechanisms for monitoring safety risk mitigations as part of the mitigation implementation process and assigns monitoring activities to the appropriate director, manager, or supervisor;
o Reviews the performance of safety risk mitigations during bimonthly safety coordination meetings and determines if specific safety risk mitigation is not implemented or performing as intended;
o Implementing actions to modify mitigations not performing as intended; o Monitoring transit operations on a large scale to identify mitigations that may be ineffective or not implemented as intended by:
Reviewing results from accident, incident, and occurrence investigations, Monitoring employee safety reporting,
Reviewing results of internal safety audits and inspections, and Analyzing operational and safety data to identify emerging safety concerns. • Conducts investigations of safety events to identify causal factors by; o Maintaining documented policies and procedures for conducting safety investigations for events (accidents, incidents, and occurrences, as identified by FTA) ; o Reviewing existing mitigation measures in place at the time of an event per investigation policies;
o Maintaining documentation of results of investigations, including determination of whether:
The accident was preventable or non-preventable,
Personnel requiring discipline or retraining;
Casual factors indicate that a safety hazard contributed or was present; and The safety event was appeared to involve an underlying organization casual factor beyond individual employee behavior.
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Roseville Transit Agency Safety Plan 18
• Monitors Information Reported through Internal Safety Reporting Programs. o Key Staff routinely review safety data captured in employee safety reports, safety meeting minutes, customer complaints, and other safety communication channels.
When necessary, the Chief Safety Officer, or designee, ensure that the issues and concerns are investigated or analyzed through the safety risk assessment process. o Key staff also review the results of internal and external reviews, including audits and assessments, with findings affecting safety performance, compliance with operations and maintenance procedures, or the effectiveness of safety risk mitigations. Key staff and the Chief Safety Officer, or designee, discuss relevant safety issues and concerns with the Accountable Executive and executive management and documents the results of these reviews in the Hazard Log.
In the event of a fatality, the City of Roseville complies with all FTA drug and alcohol requirements.
In California, every driver involved in an accident that results in death, injury, or property damage over $1000, effective January 1, 2017, must report the accident on a Report of Traffic Accident Occurring in California (SR 1) form to DMV. The report forms are available at www.dmv.ca.gov, by calling 1-800-777-0133, and at CHP and DMV offices. Also, under California Vehicle Code §16002(b) the driver of a vehicle that is owned or operated by a publicly owned or operated transit system, or that is operated under contract with a publicly owned or operated transit system, and that is used to provide regularly scheduled transportation to the general public or for other official business of the system shall, within 10 days of the occurrence of the accident, report to the transit system any accident of a type otherwise required to be reported pursuant to subdivision (a) of Section 16000. MV requires driver notification to MV Dispatch immediately in the event of an accident and maintains records of any report filed pursuant to this paragraph. The MV General Manager notifies the City of Roseville immediately, or within 24 hours, based on the severity of the event.
Management of Change
The City of Roseville is a Small Public Transportation Provider and, therefore, is not required to have a management of change process.
Continuous Improvement
The City of Roseville is a Small Public Transportation Provider and, therefore, is not required to have a continuous improvement process.
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7. Safety Promotion
Competencies and Training
The Chief Safety Officer, or designee, ensures that all employees receive the training provided to understand their specific roles and responsibilities for the implementation of the Safety Management System (SMS).
All employees are required to acquire the competencies and knowledge for the consistent application of their skills as they relate to safety performance objectives. The City of Roseville dedicates resources to conduct effective safety-related skill training. The scope of the safety training is appropriate to each employee’s individual safety-related job responsibilities and their role in SMS. The City’s Injury and Illness Prevention Program (IIPP) describes the City’s Safety Training Program for City Employees. The City may have additional training requirements for contractors, which are described in any agreements between the City and the contractor. This includes training as described in the contract between the City of Roseville and the transit operator and identified in the transit operator’s Safety Policy Manual. The contracted transit operator provides ongoing training, retraining, and safety education for all safety sensitive positions, including but not limited to vehicle operators, dispatchers, and supervisory personnel, which conform to regulation agency requirements, e.g., Federal and State Departments of Transportation, California Highway Patrol and other applicable agencies.
Vehicle maintenance safety-related skill training includes the following:
• Ongoing skill training
• Hazardous material spill prevention & control
• Training provided by vendors
• Heat illness prevention
• Back injury prevention
• Equipment safety training, including but not limited to:
o Forklift
o Aerial
o Crane
• Traffic control & flagging
• Welding safety
• Fire extinguisher
• Injury & Illness prevention
• Bloodborne pathogen exposure control
• Outdoor smoke protection plan
• Drug & alcohol recognition
• Fall protection
• CPR/AED & first aid
• Hearing conservation
The operations skill training for safety-sensitive positions, provided by the contracted transit operator, includes the following:
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Roseville Transit Agency Safety Plan 20
• New-hire bus vehicle operator classroom and hands-on skill training, including but not limited to:
o Hazard communication,
o Drug and alcohol policies and procedures,
o Pre-trip and post trip inspections,
o Lift operations and securement systems,
o Onboard video systems,
o Defensive driving and road safety,
o Vehicle operations,
o Accident and emergency procedures,
o Fatigue management,
o Bloodborne pathogens,
o Road safety, and
o Americans with Disabilities Act
• Driver refresher training, under the following conditions:
o Return To Work (from inactive status) – Required when a driver/operator returns from “inactive” status (from a period of 30 days or more). In these cases, the driver must receive a one-day/8 hours “general purpose” refresher training designed to remind the driver of the general standards and defensive driving guidelines and to ensure his/her proficiency.
o Post Accident / For cause – Required after every “preventable” accident, or whenever mandated by management for retraining / corrective purposes. o Seasonal – Required annually at all divisions operating in seasonal adverse weather environments (i.e.: Winter driving, onset of adverse weather, etc.). o Biannually – At a minimum of every two years, each driver/operator shall receive a “general purpose” refresher training.
• Ongoing training for drug & policy procedures for safety sensitive positions. • Ongoing training for dispatchers, operations supervisors and managers. • Other safety-related training, including:
o System, security & emergency preparedness plan,
o Heat illness prevention plan,
o Injury prevention program, and
o Hazardous materials safety data sheets.
Safety Communication
The primary goal of safety promotion at the City of Roseville is to develop a positive safety culture that allows the SMS to succeed. A positive safety culture of the City of Roseville is one which is clearly communicated throughout the organization. This approach will foster informed employees that understand safety risks and are provided with the necessary knowledge, training, and resources that allow them to work continuously to identify risks and enhance safety.
The City of Roseville uses communication tools tailored to meet the needs of the public, employees, and contractors. Some of the tools the City of Roseville uses to communicate safety messages include:
• Email
• Bulletin board postings
• Posters
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Roseville Transit Agency Safety Plan 21
• Public service announcements
• Staff meetings
• Public meetings
• Social media posts
• City of Roseville website
• Internal employee website (HUB)
• Newsletters
Roseville Transit’s Public Participation Plan of the City of Roseville Title VI Program provides further guidance for public involvement associated with specified FTA funded activities. Additional information on employee safety communication is included in the IIPP.
The contracted transit operator may use the tools listed above or use other tools tailored specifically to meet the needs of the contracted transit employees to communicate safety messages.
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Roseville Transit Agency Safety Plan 22
8. Additional Information
The City of Roseville maintains documentation related to the implementation of its SMS; the programs, policies, and procedures used to carry out this ASP; and the results from its SMS processes and activities for three years after creation. They will be available to the FTA or other Federal or oversight entity upon request.
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Roseville Transit Agency Safety Plan 23
9. Definitions
Accident means an Event that involves any of the following: a loss of life; a report of a serious injury to a person; a collision of public transportation vehicles; and an evacuation for life safety reasons.
Accountable Executive means a single, identifiable person who has ultimate responsibility for carrying out the PTASP; responsibility for carrying out the agency's Transit Asset Management (TAM) Plan; and control or direction over the human and capital resources needed to develop and maintain both the agency's PTASP, in accordance with 49 U.S.C. 5329(d), and the City’s TAM Plan in accordance with 49 U.S.C. 5326.
Chief Safety Officer means an individual who has responsibility for safety and meets the requirements specified at 49 C.F.R.§673.5 and §673.23(d)(2).
Event means any Accident, Incident, or Occurrence.
FTA means the Federal Transit Administration, an operating administration within the United States Department of Transportation.
Hazard means any real or potential condition that can cause injury, illness, or death; damage to or loss of the facilities, equipment, rolling stock, or infrastructure of a public transportation system; or damage to the environment.
Incident means an event that involves any of the following: a personal injury that is not a serious injury; one or more injuries requiring medical transport; or damage to facilities, equipment, rolling stock, or infrastructure that disrupts the operations of Roseville Transit.
Investigation means the process of determining the causal and contributing factors of an accident, incident, or hazard, for the purpose of preventing recurrence and mitigating risk.
National Public Transportation Safety Plan means the plan to improve the safety of all public transportation systems that receive Federal financial assistance under 49 U.S.C. Chapter 53.
National Transit Database: means Nation’s source for information and statistics on the transit systems of the United States.
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Roseville Transit Agency Safety Plan 24
Occurrence means an Event without any personal injury in which any damage to facilities, equipment, rolling stock, or infrastructure does not disrupt the operations of Roseville Transit.
Performance Measure means an expression based on a quantifiable indicator of performance or condition that is used to establish targets and to assess progress toward meeting the established targets.
Performance Target means a quantifiable level of performance or condition, expressed as a value for the measure, to be achieved within a time period required by the Federal Transit Administration (FTA).
Public Transportation Agency Safety Plan means the documented comprehensive agency safety plan for a transit agency that is required by 49 U.S.C. 5329.
Risk means the composite of predicted severity and likelihood of the potential effect of a hazard.
Risk Mitigation means a method or methods to eliminate or reduce the effects of hazards.
Roseville Transit Agency Safety Plan means the City of Roseville’s Public Transportation Agency Safety Plan.
Safety Assurance means processes within the City’s Safety Management System that functions to ensure the implementation and effectiveness of safety risk mitigation, and to ensure that the City meets or exceeds its safety objectives through the collection, analysis, and assessment of information.
Safety Management Policy means the City’s documented commitment to safety, which defines the City’s safety objectives and the accountabilities and responsibilities of its employees in regard to public transportation safety.
Safety Management System (SMS) means the formal, top-down, organization-wide approach to managing safety risk and assuring the effectiveness of the City’s public transportation safety risk mitigation. SMS includes systematic procedures, practices, and policies for managing risks and hazards.
Safety Performance Target means a Performance Target related to safety management activities.
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Roseville Transit Agency Safety Plan 25
Safety Promotion means a combination of training and communication of safety information to support SMS as applied to the transit agency's public transportation system.
Safety Risk Assessment means the formal activity whereby the City determines Safety Risk Management priorities by establishing the significance or value of its public transportation safety risks.
Safety Risk Management means a process within the City’s Public Transportation Agency Safety Plan for identifying hazards and analyzing, assessing, and mitigating safety risk.
Serious Injury means any injury which:
• Requires hospitalization for more than 48 hours, commencing within 7 days from the date of the injury was received;
• Results in a fracture of any bone (except simple fractures of fingers, toes, or noses); • Causes severe hemorrhages, nerve, muscle, or tendon damage; • Involves any internal organ; or
• Involves second- or third-degree burns, or any burns affecting more than 5 percent of the body surface.
Small Public Transportation Provider means a recipient or subrecipient of Federal financial assistance under 49 U.S.C. 5307 that has one hundred (100) or fewer vehicles in peak revenue service and does not operate a rail fixed guideway public transportation system.
State Safety Oversight Agency means an agency established by a State that meets the requirements and performs the functions specified by 49 U.S.C. 5329(e) and the regulations set forth in 49 CFR part 674.
Transit Asset Management Plan means the strategic and systematic practice of procuring, operating, inspecting, maintaining, rehabilitating, and replacing transit capital assets to manage their performance, risks, and costs over their life cycles, for the purpose of providing safe, costeffective, and reliable public transportation, as required by 49 U.S.C. 5326 and 49 CFR part 625.
Vehicle Revenue Miles means the hours that vehicles are scheduled to or actually travel while in revenue service. Vehicle revenue hours include: Layover / recovery time. Vehicle revenue hours exclude: Deadhead; Operator training; Vehicle maintenance testing; and School bus and charter services.
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Roseville Transit Agency Safety Plan 26
10. Attachments
1. City Council Approval
2. Certification of Compliance
3. City of Roseville Injury and Illness Prevention Program
4. MV Safety Policy Manual
Attachment #1
Attachment #2
Attachment #3
Positions/Titles
Program Administrator - The classification of Human Resources Director shall serve as the Program Administrator for the City's Safety Program. The Program Administrator reports directly to the Assistant City Manager.
Safety Officer -A management level classification within the Human Resources Department, as designated by the Human Resources Director, shall serve as the Safety Officer for the City's Safety Program. The Safety Officer reports directly to the Program Administrator.
Department Heads - All classifications charged with the lead management role for the major departments within the City organizational structure.
Managers - Second and third line management classifications within each major City department charged with the oversight of divisions and/or specific work groups within the department, such as Assistant Department Heads, Division Heads and Superintendent level classifications.
Supervisors - All classifications charged with the supervision of City employees.
Safety Representatives -Members of a department specific Safety Committee Occupational Health and Safety Committee -Members of the citywide Occupational Health and Safety Committee who report to the Department Head Team.
NOTE: Due to the variety of job classifications within the City, some classifications and some working titles may not be designated as "supervisory" but are still the responsible "person-incharge". These individuals are still responsible for carrying out all elements of the IIPP, because they are charged with the overall responsibility for a project, which includes enforcing safety and health programs, policies, procedures, regulations and work practices, and protecting employees, visitors, and the public from harm in connection with City operations.
Terminology
Shall - Denotes a requirement.
Should - Denotes a recommendation.
May - Denotes a permission; neither a requirement nor a recommendation.
Will - Denotes that something is required or mandatory, but allows the responsible employee or party some discretion as to when, where and how.
2 Appendix “A”
SAFETY PROGRAM ROLES AND RESPONSIBILITIES
Responsibility for safety is assigned to each and every employee of the City of Roseville; however, in order to achieve the specific requirements of the IIPP, key functions, tasks and responsibilities must be assigned to identified persons or levels of classification within the City. Though not all inclusive, this document serves to identify those key considerations and responsibilities, and shall function as a guide in identifying each employee’s specific role in meeting the goals of the City’s Safety Program and the requirements of the IIPP.
City Manager shall:
• Demonstrate a genuine interest and commitment to the Safety Program; • Ensure department head involvement and commitment to the Safety Program; • Convey an expectation that safety is everyone’s responsibility; • Provide support to the Program Administrator and the Safety Officer in the oversight and implementation of the IIPP;
• Provide support to department heads, managers and supervisors in Safety Program efforts.
Program Administrator and Safety Officer shall:
Compliance
• Support and create a culture that exemplifies behavioral changes in work habits and procedures that produces an injury/accident free and more productive workplace. • Establish and participate in an Occupational Health & Safety Committee designed to comply with Cal/OSHA guidelines and serve as an integral part of the City Safety Program.
• Advocate and champion the enhancement of the performance management system to include safety accountability in the employee evaluation process. • Incorporate safety into annual program goals and objectives of the City. • Enforce City’s Anti-Reprisal Policy for reporting by employees of health and safety hazards.
• Serve as liaison with governmental and regulatory agencies on safety-related issues. • Implement, maintain and provide oversight to all programs, policies, procedures and regulations necessary for the operation of a meaningful City-wide Safety Program. • Provide assistance to department heads, managers, supervisors and safety representatives in the research, development and distribution of safety and health and wellness programs, policies, procedures, regulations and guidelines. • Develop policies and procedures to ensure prompt reporting of all work-related injuries and illnesses pursuant to Cal/OSHA regulations (Title 8 CCR 342(a)). • Report serious injuries involving hospitalization or death of an employee as defined by Title 8 CCR 330, to the State Department of Industrial Relations within eight (8) hours of occurrence (Title 8 CCR 342(a)).
1 Appendix “A”
Safety Program Roles and Responsibilities
• Develop policies and procedures to ensure prompt reporting of all accidents involving property damage to ensure compliance with City safety and loss control efforts. • Develop injury, illness and accident trend data and distribute and review with department heads and Loss/Control Safety Committee for use in safety and loss control efforts.
• Develop, maintain and enforce a policy on zero tolerance of violence in the workplace (Administrative Regulation 1.06).
• Investigate all reports of behavior by City employees that potentially constitute a violation of the City’s Violence in the Workplace Policy and ensure that investigative findings are referred to the Human Resources Director and/or Police Department as appropriate (Administrative Regulation 1.06).
• Maintain required safety training, inspection, investigation and injury records as required, and determine injuries as recordable/non-recordable as defined by Cal/OSHA (Title 8 CCR 14300 et seq.).
• Establish and maintain a Safety Incentive Program designed to foster safety and provide recognition of safety efforts.
Communication / Training
• Establish and promote a variety of forums for the distribution of safety-related information to all employees and ensure that the information is relayed in a readily understandable format and is easily accessible.
• Research, maintain and distribute current information on local, state, and federal safety and health and wellness regulations to department heads, managers, supervisors, safety representatives and others as necessary in a timely manner. • Ensure that Occupational Health & Safety Committee meeting agendas, minutes and reports are prepared and distributed to Committee members, department heads, managers, supervisors and employees as appropriate.
• Establish and support a culture that encourages employees to report hazards, near misses and accidents without the fear of reprisal.
• Establish and provide oversight and assistance for a Safety Training Program to ensure compliance with all safety training requirements. • Provide Level 1 Training as described in the IIPP to all new employees.
Inspection / Investigation / Hazard Identification and Correction • Coordinate and provide oversight of periodic and scheduled safety inspections of City facilities and operations to identify unsafe conditions and work practices. • Assist department heads, managers and supervisors in the development of safety and health inspection procedures, inspection forms, checklists, guides, and record keeping procedures.
• Assist department heads, managers and supervisors in arranging for third parties to conduct periodic safety assessments as requested or deemed necessary. • Serve as a liaison and clearing house for regulatory agencies conducting inspections of City facilities, work sites and/or work practices.
• Review inspection and accident records/reports and prepare periodic summary reports.
2 Appendix “A”
Safety Program Roles and Responsibilities
• Ensure the City’s commitment to identification and correction of unsafe or unhealthy work conditions or practices through review and timely response to all safety and hazard identification reports.
• Establish, support, and maintain an injury/illness/accident report and investigation procedure for use by department heads, managers, and supervisors and provide assistance to department heads, managers and supervisors to investigate and report every accident or incident resulting in a serious injury to an employee.
Department Heads shall:
Compliance
• Provide support and demonstrate commitment to a Safety Program that encourages behavioral changes in work habits and procedures that produces an injury/accident free and more productive workplace.
• Utilize the performance management system to ensure the quality of safety performance by managers and supervisors.
• Incorporate safety into annual department goals and objectives and assure adequate funding for the implementation of safety and health and wellness programs, policies, procedures, regulations, equipment and training.
• Provide support and enforcement of the City’s Anti-Reprisal Policy for reporting by employees of health and safety hazards.
• Delegate the authority and provide support to individuals within the department to develop and implement appropriate health and safety programs, policies, procedures, regulations and work practices.
• Ensure the preparation, compliance and maintenance of specific safety and health and wellness programs, policies, procedures, regulations and work practices to be followed by all employees within the department and its various divisions and work units.
• Ensure participation and cooperation by all divisions and work units within the department in the Occupational Health & Safety Committee. • Ensure prompt reporting of all work-related injury and illness incidents in compliance with Cal/OSHA regulations (Title 8 CCR 342(a)).
• Ensure prompt reporting of all accidents involving property damage to ensure compliance with City safety and loss control efforts.
• Review injury, illness and accident trend data and utilize the information in department safety and loss control efforts.
• Ensure an environment that is free from threats or acts of physical violence in accordance with the City’s Violence in the Workplace Policy (Administrative Regulation 1.06).
• Immediately report to Human Resources any notification of a threat or act of physical violence that potentially constitutes a violation of the City’s Violence in the Workplace Policy and assist in any subsequent investigation (Administrative Regulation 1.06). • Provide support for and ensure compliance with the City’s record keeping requirements and processes relative to training, inspection, investigation and employee safety records.
• Provide support to all City-wide safety incentive programs and/or activities designed to foster awareness for safety.
3 Appendix “A”
Safety Program Roles and Responsibilities
Communication / Training
• Ensure that all safety and health and wellness programs, policies, procedures, regulations and work practices are included in a departmental orientation of all new employees; are the subject of periodic review with affected employees; and, are accessible to all employees in readily understandable formats, including, but not limited to bulletin board postings and electronic media venues (e.g. intranet). • Review and distribute Occupational Health & Safety Committee meeting agendas, minutes and reports to subordinate staff and respond to safety-related information as appropriate.
• Ensure and promote a culture that encourages employees to report hazards, near misses and accidents without the fear of reprisal.
• Ensure that all supervisory staff have been fully trained in the IIPP, safety management responsibility and safety affecting their area responsibility, and that managers and supervisors provide required safety training to their employees. • Ensure that managers and supervisors are providing Levels 2 and 3 training as described in the IIPP to include, but not limited to, general health and safety programs, policies, procedures, regulations, practices, hazards, personal protective equipment (PPE), and use of equipment employees are required to use in their respective work assignments.
Inspection / Investigation / Hazard Identification and Correction • Ensure that managers and supervisors comply with and actively participate in the safety inspection process.
• Ensure that managers and supervisors are knowledgeable and in compliance with all safety and health inspection and record-keeping procedures. • Ensure cooperation with third parties conducting safety and/or health inspections on behalf of the City.
• Ensure that the Safety Officer is notified of any inspection notification received from a regulatory agency, including, but not limited to, Cal/OSHA. • Review inspection records/reports and ensure timely and appropriate follow-up and correction of any deficiencies noted.
• Consider and act upon appropriate recommendations from the Occupational Health & Safety Committee, Safety Officer or other safety consultants concerning the abatement of unsafe or unhealthy work conditions or practices within a timely manner.
• Provide support for and pursue resources necessary to correct or abate identified hazards.
• Ensure compliance and cooperation by managers and supervisors in the investigation of all accidents, occupational injuries and/or illnesses, and property damage incidents to reduce the potential for further injury, damage or losses and to ensure timely compliance with all reporting regulations. 4 Appendix “A”
Safety Program Roles and Responsibilities
Managers and Supervisors shall:
Compliance
• Demonstrate support for and implement and participate in all Safety Program components and work practices to produce an injury/accident free and more productive workplace.
• Maintain accountability for Safety Program efforts through recognition of employees who contribute to a safe workplace and discipline of employees who fail to follow safe work practices.
• Enforce health and safety rules fairly and uniformly and evaluate employees on compliance with safe work practices as part of the performance management process.
• Ensure that safety-related goals and objectives are implemented. • Provide support and enforcement of the City’s Anti-Reprisal Policy for reporting by employees of health and safety hazards.
• Develop written safety programs, policies, procedures, regulations, and work practices for all operations and exposures within the work unit(s). • Ensure that all required safety programs, policies, procedures, regulations and work practices are in place by periodically reviewing documentation associated with work activities, exposures and hazards and through periodic review of the work practices of subordinate employees to ensure compliance.
• Establish emergency procedures for employees.
• Ensure that workplaces and equipment are safe, well maintained, and in compliance with external agency regulations, generally accepted safety practices and the City’s programs, policies, procedures and regulations.
• Promote, participate and cooperate in Occupational Health & Safety Committee activities as required.
• Immediately report all incidents of work-related injury or illness to the department head and Human Resources as outlined in City policies and procedures to ensure compliance with Cal/OSHA regulations (Title 8 CCR 342(a)). • Immediately report all accidents involving property damage to the department head and/or Safety Officer to ensure compliance with City safety and loss control efforts. • Review injury, illness and accident trend data and utilize information in safety and loss control efforts.
• Promote an environment that is free from threats or acts of physical violence in accordance with the City’s Violence in the Workplace Policy (Administrative Regulation 1.06).
• Immediately report to the department head and Human Resources any notification of a threat or act of physical violence that potentially constitutes a violation of the City’s Violence in the Workplace Policy (Administrative Regulation 1.06). • Ensure that training, inspection, investigation and employee safety records are maintained and retained for the designated period(s) of time. • Provide support for and active participation in all City-wide safety incentive programs and/or activities designed to foster awareness for safety. 5 Appendix “A”
Safety Program Roles and Responsibilities
Communication / Training
• Implement safety communication practices that are readily understandable and accessible by all employees and ensure that workplace safety and health and wellness programs, policies, procedures, regulations and work practices are clearly communicated and understood by employees.
• Conduct regularly scheduled safety meetings designed to communicate and promote safety programs, policies, procedures and regulations; discuss loss history and lessons learned; obtain feedback from employees; and, integrate required safety training (updates and refresher training).
• Review and distribute Occupational Health & Safety Committee meeting agendas, minutes and reports to subordinate staff and respond to safety-related information as appropriate.
• Establish and promote a culture that encourages employees to report hazards, near misses and accidents without the fear of reprisal.
• Attend training and develop personal knowledge and skill in the administration of a Safety Program including the IIPP and all safety and health and wellness programs, policies, procedures, regulations and work practices required within their area of responsibility including, but not limited to:
9 Supervisor’s role in the Safety Program;
9 Hazards to employees;
9 Hazard recognition;
9 Safe work practices;
9 Accident investigation;
9 Safety inspections;
9 Training requirements.
• Provide all employees with Levels 2 and 3 training as described in the IIPP, including but not limited to, general health and safety programs, policies, procedures, regulations, practices, hazards, personal protective equipment (PPE), and use of equipment employees are required to use in their respective work assignments. • Provide one-on-one safety coaching to employees as needed.
Inspection / Investigation / Hazard Identification and Correction • Conduct and document routine and periodic safety inspections and ensure participation and compliance with any safety inspection scheduled by the Safety Officer or other regulatory agency.
• Schedule safety inspections based on the operations involved, the magnitude and nature of the hazards found, and the history of injuries and losses. • Remain current on industry specific workplace safety and health standards and utilize organizational resources and applicable regulations as necessary in the inspection process.
• Ensure that personal protective equipment and operating equipment is inspected as recommended and required.
• Inspect work areas for proper housekeeping and for fire or other hazards and see that work areas are left in a safe condition at the end of each workday/shift. • Periodically inspect and ensure that departmental safety supplies are replenished and in good working condition (first aid kits, fire extinguishers, etc.). 6 Appendix “A”
Safety Program Roles and Responsibilities
• Conduct inspections whenever new substances, processes, procedures or equipment are introduced to the workplace that represent a new occupational safety and/or health hazard; and, whenever a new hazard is identified. • Cooperate with third parties conducting safety and/or health inspections on behalf of the City and ensure that corrective action(s) are taken. • Immediately notify the department head and Safety Officer of any inspection notification received from a regulatory agency, including, but not limited to Cal/OSHA.
• Conduct timely and appropriate follow-up and correction to any deficiencies noted in inspection records/reports.
• Encourage employees to identify potential hazards and reinforce positive employee behavior by responding to and addressing employee-identified hazards in a timely manner.
• Respond to accidents and “near misses” as soon as they are reported and provide interim protection and safeguards while hazard correction is progressing. • Review hazard identification documentation to ensure that corrective action is taken and completed.
• Prepare and submit hazard identification documentation to the department head and Safety Officer for review.
• Investigate all injuries and accidents (including property-related incidents) in a timely manner to determine causes(s) and take corrective/preventative action(s); document all investigations on the appropriate forms and submit the report(s) to department heads, the Safety Officer and/or Human Resources as appropriate.
Employees shall:
Compliance
• Demonstrate support for the Safety Program by taking personal responsibility for safety and applying a common-sense approach to safe work practices and conditions.
• Know and obey all City safety and health and wellness programs, policies, procedures, regulations and work practices.
• Know and follow emergency procedures.
• Perform work only when instructed and authorized to do the job safely. • Use mechanical safeguards and personal protective equipment, methods and processes as directed and/or required for assigned task(s) and job exposure(s) and not interfere with other’s use of safeguards and safe work practices. • Maintain personal protective equipment in good condition and not remove, displace damage, destroy, or tamper with safety devices, safeguards, notices, or warnings. • Institute acquired training into daily work practices. • Participate and cooperate in Occupational Health & Safety Committee activities as required.
• Report all injuries immediately, regardless of severity, to ensure prompt medical treatment and notification to the workers’ compensation administrator and compliance with Cal/OSHA regulations (Title 8 CCR 342(a)). • Immediately report all accidents involving property damage to immediate supervisor. • Comply with the City’s Violence in the Workplace Policy (Administrative Regulation
1.06).
7 Appendix “A”
Safety Program Roles and Responsibilities
• Report all incidents of threats or acts of physical violence in accordance with the City’s Violence in the Workplace Policy (Administrative Regulation 1.06). • Ensure that participation in training, investigation and inspection activities is properly documented for required record keeping purposes.
• Support all City-wide safety incentive programs by participation and recognition of co-workers for safety work practices.
Communication / Training
• Take personal responsibility for staying informed as to workplace safety and health and wellness programs, policies, procedures, regulations and work practices affecting work environments and practices.
• Report hazards, near misses and accidents as soon as possible to immediate supervisor or Safety Officer.
• Attend all safety and health and wellness training as scheduled and required, including, but not limited to:
9 New employee orientation;
9 When there is a job change with new hazards;
9 When new substances or procedures are introduced or recognized; 9 For specific job hazards;
9 Use of equipment.
• Use chemicals only after training on Material Safety Data Sheets (MSDS).
Inspection / Investigation / Hazard Identification and Correction • Participate and cooperate in workplace safety inspections. • Inspect personal protective equipment and operating equipment daily or before each use.
• Immediately notify supervisor of any inspection notification received from a regulatory agency, including, but not limited to Cal/OSHA. • Look for unsafe acts, procedures, conditions, work practices and hazards and report such findings when identified.
• Report all incidents, including property damage incidents, to ensure appropriate and immediate action is taken to correct the hazard and to prevent a recurrence and possible injury.
• Participate in injury, incident and accident investigations to assist supervisors in determining cause(s) and taking corrective/preventative action(s). 8 Appendix “D”
General Safety Rules and Precautions
The following general safety rules shall apply in all City work places. Each department or other work unit shall prepare separate safety rules applicable to the specific nature of work in their area but not in conflict with these rules:
1. No employee shall be assigned to work under unsafe conditions or with unsafe tools or equipment. In the event that such a condition develops, it shall immediately be reported to the supervisor, who shall see that corrective action is taken.
2. Employees should pay strict attention to their work. Practical joking and horseplay will not be tolerated.
3. Warning signs and signals posted to point out dangerous conditions shall be obeyed by employees.
4. Employees shall not take shortcuts in or over dangerous places.
5. Extreme caution shall be exercised by employees operating power equipment such as cranes, lifts and hoists.
6. Compressed air or oxygen must never be directed at an employee or coworker.
7. Employees should not jump from truck beds, platforms, fences or other elevated places unless absolutely necessary to the performance of duty.
8. Because of the hazard inherent in running, employees should refrain from running unless absolutely necessary to the performance of duty.
9. Employees shall use safety equipment appropriate to the job, such as safety glasses, gloves, toe guards, hard hats, hearing protection and respiratory protection, if required or appropriate to the work performed.
10. Employees shall avoid wearing loose clothing and jewelry while working on or near equipment and machines.
11. All accidents, regardless of severity, personal or vehicular, shall be reported immediately to the supervisor.
12. Operators and passengers in City vehicles equipped with seat belts must wear them when the vehicle is in operation.
13. Cell phones and other electronic devices shall not be used while operating a vehicle.
14. The person in charge shall see that warning signs, lights, and other safety devices are provided for any work done in streets or other exposed locations.
15. Safeguards as required by the California Administrative Code, Title 8, General Industry Orders, shall be provided, reviewed and adhered to in all work situations.
Listed below are some common accidents and their causes. Each employee, supervisor, or other involved person should survey the work area and work procedures and enlist assistance from the Safety Officer or the Loss Control/Safety Committee as necessary to eliminate these or other unsafe conditions:
1. Falls. Slippery surfaces, uneven walkways, broken or missing railing on steps or landings;
2. Strains. Improper lifting techniques;
3. Falling or Moving Objects. Improper storage of equipment;
4. Striking Against Dangerous Objects. Drawers left open, improper disposal or storage of equipment;
5. Electrical Shock. Worn out equipment, plugs, or cords, ungrounded equipment;
6. Vehicles. Seat belts not used, excess speed, backing, brakes, signals, use of electronic devices while driving, etc.;
7. Chemical Injury. Improper knowledge of safety procedures, personal protective equipment not used.
SAFETY SUGGESTION
NAME: __________________________________________________ DATE: ____________ DEPARTMENT/DIVISION: _____________________________________________________ SUGGESTION: _______________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ BENEFIT TO BE OBTAINED: ___________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ Once completed, this safety suggestion should be forwarded to Risk Management directly or by either of the following methods:
1. By giving this suggestion to your supervisor
2. By giving this suggestion to your Loss Control/Safety Committee representative
3. By placing this suggestion in the nearest safety suggestion drop box.
FOR RISK MANAGEMENT USE ONLY
Date Received: __________
Date Forwarded: __________
Response Date: __________
Approved for Implementation: Yes No
Completion Date: __________
Cost of Implementation: $__________
Original – Risk Management Remaining Copy – Employee
CITY OF ROSEVILLE, CALIFORNIA
ADMINISTRATIVE REGULATION
APPROVED: Number: A.R. 2.06
Date Effective: August 19, 1988
RAY KERRIDGE, CITY MANAGER Date Revised: February 6, 2007 April 15, 2011
SUBJECT: HAZARD COMMUNICATION PROGRAM
PURPOSE
It is the purpose of this Hazard Communication Program to provide information about potential exposure to hazardous substances at the job site. Title 8 of the California Code of Regulations (T8CCR), Section 5194, provides the requirements for developing, implementing, and maintaining compliance which all employers are legally obligated to follow.
POLICY
It is the policy of the City of Roseville to ensure all employees maintain a safe and healthful workplace. To ensure employees are aware of the specific hazardous substances they may be exposed to at their job site, each employee will have access to this Administrative Regulation in an electronic format, via the City’s Intranet site, or a printed copy if desired.
PROCEDURE
This regulation applies to all employees of the City of Roseville and any contractors and their employees who may be potentially exposed to hazardous substances.
This regulation applies to all products containing hazardous substances which are known to be present in the workplace in such a manner that employees may be exposed under normal conditions of use, in the performance of their job, or in a reasonably foreseeable emergency.
I. Container Labeling
The policy requires that both original and secondary containers of hazardous substances be inspected for compliance. Original manufacturer containers will be checked upon receipt. It is the responsibility of the receiver to verify the manufacturer’s label contains:
a. The identity of hazardous substance(s) which accurately provides product identity information;
b. Appropriate hazard warnings, including any Proposition 65 substance, if applicable; and
A.R. 2.06 – Hazard Communication Program