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05-1115_PSOMAS_Contract Change Order No. 1 (2) May 10, 2006 City of San Juan Capistrano Recycled Water Supply System (CIP#755) Design Contract Change Order No. 1 CONSULTANT: PSOMAS This Change Order covers changes to the subject contract as described herein. The Consultant is to construct or furnish equipment and materials, and perform all work as necessary or required to complete the Change Order items for the prices agreed upon between the Consultant and the City. The additional work contained within this Change Order can be performed incidental to the prime work and within the time allotted for the original Contract and any extensions to the Contract Time made by this and all previously issued Change Orders, if any. It is therefore mutually agreed that the number of calendar days extension of time, if any, provided for in this Change Order is required for the change of work provided herein, and that no direct or indirect, incidental or consequential costs, expenses, losses or damages have been or will be incurred by Consultant, except as expressly granted and approved by this Change Order and, further, that the payment under this Change Order is the final and complete compensation for the subject work. In accordance with the contract provisions, the following changes in the contract and/or contract work are hereby authorized and as compensation, the following additional to or deductions from the contract price are hereby approved. Item Description Amount 1) Perform design services for 16" domestic water line in Rancho Viejo Road. $24,125.00 2) Remove 3 geotechnical borings from original scope -$8,050.00 Total for Change Order No. 1 $16,075.00 The original cost for this work was: $143,698 The cost of amendments/change order(s) to date is: $ 0 The cost of this amendment/Change Order No 1 is: 16,075 Upon approval, the total cost of this project is: $159,773 Cil ATTACHMENT PERSONAL SERVICES AGREEMENT is' THI AGREEMENT is made and entered into this day of i1 005, by and between the City of San Juan Capistrano (hereinafter referred to as the "City") and PSOMAS, (hereinafter referred to as "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide plans and specifications for the Recycled Water Supply System Project; and WHEREAS, Consultant is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by Consultant shall consist of those tasks as set forth in Exhibit "Al," Described as PSOMAS's letter to clarification to its proposal dated September 20, 2005, Exhibit "A2" described as PSOMAS's proposals for the Recycled Water Supply System Project, and "A3" described as the City of San Juan Capistrano's request for proposals dated August 19, 2005, attached and incorporated herein by reference. Consultant warrants that all of its services shall be performed in a competent, professional and satisfactory manner and in accordance with the prevalent standards of its profession. Section 2. Term. This Agreement shall commence on the effective date of this Agreement and services required hereunder shall be completed by no later 120 days from the date of Notice to Proceed. Section 3. Compensation. 3.1 Amount. Total compensation for the scope of services for this Project shall not exceed One Hundred Forty Three Thousand, Six Hundred Ninety Eight Dollars ($143,968.00) 1 SD as set forth in Exhibit "B," described as PSOMAS's Fee Proposal, attached and incorporated herein by reference. 3.2 Rate Schedule. The services shall be billed to the City at the hourly rate set forth in Exhibit "C," attached and incorporated herein by reference. Included within the compensation are all the Consultant's ordinary office and overhead expenses incurred by it, its agents and employees, including meetings with the City representatives and incidental costs to perform the stipulated services. Submittals shall be in accordance with Consultant's proposal. 3.3 Method of Payment. Consultant shall submit monthly invoices based on total services, which have been satisfactorily completed and specifying a percentage of projected completion for approval by the City. The City will pay monthly progress payments based on approved invoices in accordance with this Section. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. 3.4 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to City. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of City, and shall obtain no rights to any benefits which accrue to City's employees. Section 5. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will 2 be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Changes to Scope of Work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the proposed construction site, including the location of all observable utilities, and is aware of all observable conditions there; and (3) it understands the facilities, difficulties and restrictions of the work under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work Product. At the completion of the contract period, Consultant shall have delivered to City at least one (1) copy of any final reports and architectural drawings containing Consultant's findings, conclusions, and recommendations with any support documentation. All reports submitted to the City shall be in reproducible format. All services to be rendered hereunder shall be subject to the direction and approval of the City. 3 Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. City's reuse of such materials on a project other than the Recycled Water Supply System shall be at the City's sole risk. Section 13. Indemnity. Consultant agrees to protect, defend and hold harmless City, its elected and appointed officials and employees from any and all claims, liabilities, expenses or damages of any nature, including attorneys' fees, for injury or death of any person or damage to property or interference with use of property to the extent resulting form the negligent or other wrongful acts, errors and omissions committed by Consultant arising out of or in connection with the work, operation or activities of Consultant, its agents, employees and subcontractors in carrying out its obligations under this Agreement. Consultants liability hereunder shall be limited to the grater of Consultant's fee or $50,000. Section 14. Insurance. Insurance required herein shall be valid for a minimum of one year, or term of contract, whichever is longer, and it shall be provided by Admitted Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VII or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. If subject to a general aggregate, such aggregates shall be at least $1,000,000. 4 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non- owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self-retention amount, and an additional insured endorsement to the Consultant's general liability and umbrella liability policies to the City Clerk's office for certification that the insurance requirements of this Agreement have been satisfied. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the Clerk of the Board's office for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancel lation/TermMation of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 14.7 Terms of Compensation. 5 Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City and Consultant shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to the other party In addition, this Agreement may be terminated for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Public Works Director To Consultant: PSOMAS 3187 red Hill Avenue Costa Mesa, CA 92626 Attn: John R. Thornton, Vice President / Principal Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. Section 18. Dispute Resolution. In the event of a dispute where the amount in controversy does not exceed the greater of the consultants fee or $50,000 arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by 6 binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. CITY OF SAN JUAN CAPISTRANO By: at- W t Hart, Mayor CONSULTANT By: \�-�A, J hn R. Thornton, ice President/ Principal ATTEST: a ret R. Monahan, City Clerk APPROVED AS TO FORM: John R. ShAW, City Attorney 7 ' SOMAS September 20,2005 Via email Mr. Eric P. Bauman, P.E. Water Engineering Manager THE CITY OF SAN JUAN CAPSITRANO 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject: Engineering Services for Recycled Water Supply System Project Dear Mr. Bauman: This letter is to confirm our telephone conversation on Tuesday September 20,2005 and amend and clarifies our proposal dated September 19, 2005. • Task 5 —Final Design...for the alternative of hanging the pipeline on the easterly side of Rancho Viejo bridge, our proposal includes the following regarding structural analysis: We will design pipe supports for the pipeline running parallel to the existing concrete bridge. Pipe supports will be designed to provide lateral seismic restraints to the pipeline. This scope of work does not include structural evaluation of the existing bridge for support of the new pipeline. We are assuming that the pipe will be located on the exterior side of the end bridge-girder and under the bridge walkway and we are also assuming that no concrete coring will be required. • Professional Services Agreement—Section 14.6 - The original language proposed in the RFP is acceptable to PSOMAS. • Professional Services Agreement—Section 18 — The following is acceptable to PSOMAS: In the event of a dispute where the amount in controversy does not exceed the consultant's fee or$50,000 which ever is greater arising between the parties regarding.... Thank you for providing us the opportunity to propose on this project. Please call Mike Swan or me if you have further questions. Very Truly Yours, PSOMAS \\ tr, .a.,,J ✓ Lti/ 3187 RedHill Avenue 250 Suite 250 Cone Mcse,CA 94626 John R. Thornton P.E. Vice President/Principal 714.75137] 714 545.8883 Fax www.psomas.cam EXHIBIT A-1 Liformation and Engineering Solutions September 19, 2005 Mr. Eric P. Bauman, P.E. Water Engineering Manager THE CITY OF SAN JUAN CAPISTRANO—PWD 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject: Engineering Services for the Recycled Water Supply System Project Dear Mr. Bauman: Psomas is pleased to provide the following proposal for Engineering Services for the Recycled Water Supply System project for the Rancho Viejo Road Pipeline. We understand that the City of San Juan Capistrano proposes to construct a connection to the Moulton Niguel Water District's System, a metering facility, and a pipeline from the metering facility to the City's recycled distribution system. Psomas has assembled an experienced team of engineering, survey, environmental, geotechnical and structural professionals who will address each of these critical elements. As you will see, we offer an outstanding project team with the technical qualifications, experience, staff resources, and enthusiasm needed to meet the requirements of the City and ensure a successful project. Michael Swan,P.E.,will head our team of expert staff. He has over 33 years of experience in project engineering and management of diverse public works projects throughout Southern California. As Project Manager for this assignment, Mr. Swan is committed to provide competitively priced and quality professional services to meet the City's needs. Non-Collusion Statement Psomas hereby certifies that this response is genuine and not sham or collusive or made in the interest or in behalf of any person not herein named, and that Psomas has not directly or indirectly induced or solicited any other vendor to put in a sham response or any other person, firm, or corporation to refrain from responding, and that Psomas has not by any manner sought by collusion to secure for himself an advantage over any other vendor. 3187 Red Hill Avenue Suite 258 Costa Mesa,CA 92626 EXHIBIT A-2 714.545.8883 Fax wvnnv.pswas.conn ' S O M AS Mr.Bauman,P.E. September 19,2005 Page 2 We believe the Psomas Team provides the right combination of experienced staff,project understanding, and local knowledge to successfully undertake this project for the City. Should you have any questions regarding this submittal, or if I can be of any additional assistance, please call me at (714) 751-7373. Respectfully submitted, PSOMAS , \ Jot Thornton, P.E. Vice President/Principal «P„ 1 k 3t: 31 Engineenn65ernces hr + $ � '`°" 5°°°"smtne �P � urr°'" Table of Contents 4�. y x�, i a ry rpr' i u- ,l Y a Project Understanding and Approach Scope of Services Project Schedule Project Experience Firm Profile Relevant Project Experience Team Qualifications Organization Chart Resumes Professional Services Agreement i 3 Fee Proposal (provided in a separate sealed envelope) PSOMAS Project Understanding Qjj[!�) Engineering Sekr Me �erye rvices dWa�swPtismemPoett and Approach Project Understanding The Rancho Viejo Road recycled water pipeline at first glance appears to be a simple and straightforward project consisting of approximately 7,500 lineal feet of 12" diameter pipe. The entire pipeline alignment from beginning to end runs in public rights-of-way along Rancho Viejo Road and a portion of Via Escolar. The street itself is wide with four traffic lanes and moderate traffic most of the day. The issues and concerns on this project that we have identified are as follows: ► The location of the pipeline alignment within Rancho Viejo Road continuing onto Via Escolar ► The crossing of Trabuco Creek I ► Where to connect into the Moulton Niguel Water District (MNWD) pipeline and locate the required metering facility along Via Escolar. Approach Pipeline Alignment The pipeline alignment can be kept in the public right of way, either in the street, bike trail, or existing easements. There is a bike path parallel and adjacent to Rancho Viejo Road for most of its length. The pipeline alignment could follow the bicycle trail jogging into the street in those areas where the bicycle trail does not exist. This could greatly reduce traffic impacts along Ranch Viejo Road. Alternatively, the pipeline could be constructed completely within the street section from its connection point at Mission Hills Drive to the vicinity of Via Escolar. Slightly southerly of Via Escolar, the CSJC has an existing asbestos cement pipe in a 10-foot wide easement behind a small commercial roadside center as shown in the RFP documents as alignment Option B. The RFP suggests that we investigate using this existing pipeline. The existing pipeline is believed to be at least 25 years or older and will require, at a minimum, pressure testing and flushing to determine its suitability for use. The easement is narrow with a significant cross slope at the ground surface making construction of a new pipeline difficult. It might be possible to micro tunnel parallel and adjacent to the existing pipeline, or MM PSOM AS Pagel Engineering Servrces kr Ne ,g RecycledWrier SepeN Synem Proiett 0 use alternative technology, such as pipe bursting, to install a new pipe. The alternative to Option B is to continue along Rancho Viejo Road to the intersection of Via Escolar, then turning easterly on Via Escolar to the point of connection with the MNWD pipeline facilities (optional). The obvious advantages of staying in the street are the relative ease of construction and having access to the pipeline for future maintenance. On first review, the Option B alternative will be difficult and costly. Options A and B will, however, 8 be thoroughly investigated in the preliminary design phase of this project. Connection to MNWD Pipeline Facilities We will facilitate meetings with MNWD and CSJC staff to determine the ideal location and type of metering facilities desired by MNWD. It is anticipated that MNWD and CSJC are desirous of a two-way type meter. The location of the metering facility is somewhat dependent upon the alignment analysis of Options A and B,discussed earlier. MNWD will want a facility that is functional and easily accessible for meter reading maintenance. Options for above ground versus below grade in a vault will be discussed with MNWD and CJSC staff, and any SCADA requirements will also be addressed. Trabuco Creek Crossing Psomas has obtained and reviewed bridge plans for Rancho Viejo Road at Trabuco Creek, and also visited the site. There are at least five alternatives for s crossing Trabuco Creek, none of which are simple. These alternatives include I the following: ► Boring and jacking or micro tunneling under the Creek ► Hanging the pipeline on the pedestrian/bike/equestrian trail bridge ► Using an existing utility casing stub in the abutments of the Caltrans freeway bridge just west of the Rancho Viejo Road bridge ► Installing the pipe within the Rancho Viejo Road bridge (under structure and between girders) ► Hanging the pipe on the easterly side of the Rancho Viejo Road bridge Each of these alternatives has its own set of issues and concerns; ,F however, based on current knowledge, we have identified the following: To bore and jack or micro tunnel under the Creek will present a number of right-of-way and permitting issues and will require excavation of large bore/tunneling pits. It will be necessary to 4r obtain easements from the adjacent property owner(s), as well as time consuming environmental permitting. It is also likely that this will be a costly method for crossing Trabuco Creek. PSOMAS Project Understanding and Approach I Page 2 R I k 'a?,"i!{� E�ineering Servkes for Ne Re Id dwa e,S.PPh SYrte Project Easterly of the Rancho Viejo Road bridge is a pre-fab steel frame pedestrian bridge from which it might be possible to suspend the pipeline. Our structural engineer indicates that, based on his experience, these types of bridges are designed for minimal loads and a complete structural analysis of the bridge would be required.After such an exhaustive analysis, 1 the likely conclusion would be that this pre-fab bridge would not support the pipeline adequately.Additionally,because of the 9 type of construction of the bridge, it would be difficult to hide or minimize the visual impact of the pipeline being supported from the bridge structure. Therefore, it is likely that suspending the pipeline from the pedestrian bridge will not be feasible. Caltrans has two bridges: one for northbound and one for southbound traffic on Interstate 5. The northbound or easterly bridge has an empty pipeline crossing location within it with utility casing stubouts in the abutments for an additional pipeline or other conduit(s). Caltrans does not normally issue longitudinal pipeline encroachment permits but it is worth inquiring as to this possibility. If it were possible to use the existing casings, it would still be necessary to close at least one lane of the freeway in order to construct and install the pipeline at each bridge abutment in order to use this existing casing. The Rancho Viejo Road bridge currently has existing conduits attached to the westerly outside edge of the bridge. There are possibly two alternatives using this bridge for the recycled water pipeline crossing. The first alternative would be to install the pipeline between two internal ! girders of the bridge. One 12-inch water line was already installed in this manner, but the bridge was designed and constructed with a casing for this pipeline.A second pipeline Ebetween another pair of girders would, however, likely require an in-depth structural analysis since it would be necessary to core or cut holes through several diaphragms as well as both bridge abutments and add structural reinforcement to the area around these cuts. The second alternative for hanging the pipe on this bridge is the most attractive of all alternatives that have so far been reviewed. This alternative would consist of running the pipeline down the bike trail then coming out of the ground and attaching the pipeline to the easterly side of the PSOMAS Project Understanding and Approach I Page 3 �$\ 9 it d_1,J Engineering Services(orfie ea ^I[i RegdWaer Supply System Pmje �Cif` v(� ._ bridge, as illustrated in the adjacent photo. This is not likely to r� + require any extensive structural analysis, would be relatively A easy to construct, and is probably the lowest cost alternative. This alternative would not be the most aesthetically pleasing, but the pipeline could be painted to match the bridge concrete to minimize the impact.All these alternatives, however, will be analyzed in the preliminary design. Once the alignment is determined and the preliminary design is completed, we will then begin the next critical stage—final design. Geotechnical services will only be used if, during the preliminary design, areas of concern are identified, or it is decided to use the Option B alignment, when we approach Via Escolar. No traffic control plans will be prepared as this is assumed to be the responsibility of the Contractor. In summary, the key elements of this project are as follows: ► Select a pipeline alignment that is conducive to minimum pipeline construction costs y ► Conduct a detailed utility search to identify the optimum pipeline t' alignment ► Develop cost-effective and practical means of crossing Trabuco Creek ► Prepare a technically sound design addressing site-specific conditions for `r the pipeline and its alignment and metering facility location is r L L t t is PSOMAS Project Understanding and Approach Page 4 E tneenn Ser ces for Me �` nIxt`tlj & RecycledWwS.ppHSyrte Rolett � Scope of Services tScope of Services The Scope of Work presented in the RFP as Exhibit A is well written and very complete. We accept and will follow the RFP Scope and, therefore, will not repeat it here. We will only highlight important points and summarize work activities. Task I — General Administration Meetings and Presentations I Task 1 will be performed in accordance with the RFP Exhibit A and will generally consist of the following: ► Conduct kick-off meeting with CSJC staff and Project Team I ► Prepare and submit minutes of the kick-off meeting and any subsequent project meetings I ► Prepare a work plan for the preliminary design and final design phases ► Coordinate the work plan with CSJC staff, collecting and reviewing any Iavailable plans, specification, reports and other data applicable to the project I ► Meet periodically with CSJC staff for informal progress reviews ► Submit monthly progress reports ► Prepare and submit CEQA documentation CEQA documentation is presumed to be in the form of a mitigated negative declaration (MND). We are assuming that CSJC will provide an appropriate I tiering document (Recycled Water System Master Plan)to support the MND. We will prepare a project description; however, we do not propose any new field studies. The MND will include an introduction, project description, CEQA Icheck list, discussion of issue areas and mitigation for impacts, significance after mitigation, cumulative impacts, and findings of significance. We will include analysis and impacts for issues by reference from the tiering document to keep the MND brief and to the point for the project. We will respond to one round of consensus comments only and prepare the final document. We presume that the CSJC will prepare the NOI, NOP and NOD for the proposed project. We also assume that attendance at a public scoping meeting and attendance at council meetings will not be necessary. We also assume that the CSJC will prepare any response to comments from any public comments received on the project. We also assume from the RFP that a MND has been determined to be the appropriate environmental document for the project. PS OMAS Pagel Engineving 5e es for the Rec I.d Wats SuppF Syne.ft,.a Task 2 — Preliminary Design Task 2 will be performed in accordance with the RFP Exhibit A.A draft preliminary design report (PDR) will be submitted to CSJC staff for review and approval along with a work plan for the final design. The PDR will include those items listed in Exhibit A of the RFP.As already discussed in the Approach, the key issues will include the pipeline alignment alternative analysis, including a review of the Option A or Option B sub-alignment near Via Escolar and, most importantly, an analysis of crossing Trabuco Creek. Our staff will review the PDR with CSJC staff, respond to any comments, and revise the document as necessary. The approved PDR will then be used as the basis for the final design of the project. Task 3 — Survey and Right of Way Psomas will provide those services indicated in Exhibit A of the RFP, including the following: ► Detailed research of cadastral records prior to survey 3" ► Field surveying including: Ei N horizontal and vertical control ►► aerial control and monuments ►► calculation of recorded centerlines r► right of way and key boundaries ►► flying N scanning w topographic mapping N aero triangulation ►► QA/QC of photogrammetrics and mapping ►► field survey surface visible utilities and dip manholes N detailed utility search within right-of-way area and survey support for any required utility pothole investigations It is assumed that the actual digging of any utility potholes will be performed by CSJC. If required to complete final design and after all utility research, we will identify any utilities that should be potholed by the City or their potholing Contractor. Psomas can also prepare and file any necessary easement documents; however, the cost of this service is not included at this time since ' it is impossible to identify how many, if any, documents are necessary. f IPSOMAS Scope of Services I Page 2 icesfor� CMD, RecKlGd Wdw SuPPy S eem ProjeR Task 4 — Geotechnical Investigations In accordance with the RFP, geotechnical investigations may only be required in those areas where the pipe travels outside the roadway.Additionally, Option B will require geotechnical evaluation if selected as a viable alternative. We will evaluate existing geotechnical data and information available for the selected pipeline alignment during development of the PDR. We will present our finding to CSJC and determine the extent of geotechnical services that might be required. We do believe that some services will be needed to identify any perched groundwater or other subsurface conditions that might be encountered during construction and could potentially cause construction change orders. Based on our understanding of the project, we have prepared the following scope of services for the geotechnical evaluation.As requested in the RFP, we have also prepared an optional scope of work that includes review of design plans relative to the geotechnical aspects of the project and additional geotechnical exploration and analysis in the final stage of the geotechnical evaluation. Our proposed scope of services will include the following: ► Project coordination and planning, including permit acquisition and scheduling the subsurface exploration. ► Review of readily available background materials, including published geologic and seismic hazards maps, published literature, in-house information, stereoscopic aerial photographs, and reports and/or plans provided by the client. The seismic and geologic conditions affecting the area will be evaluated for their potential impacts on the proposed construction. ► Performance of site reconnaissance to locate proposed borings for utility clearance and coordination with Underground Services Alert for underground utility location. ► Providing limited traffic control, including lane closures, in general accordance with the W.A.T.C.H. manual. ► Performance of a subsurface evaluation for Routes A and B, consisting of drilling, sampling, and logging of five small-diameter exploratory borings up to a depth of approximately 15 feet below the existing ground surface, or refusal. The borings will be drilled with a truck-mounted drill rig utilizing hollow-stem augers. The purpose of our borings will be to observe the subsurface soil and groundwater conditions along the alignment, and to collect samples for laboratory testing. The borings will be backfilled with the excavated soil and capped with concrete. PSOMAS Scope of Services I Page 3 e Jam.. • • Engineenng Servca for Ne Nec IM Watt,Suppb SMftpa ► Performance of laboratory testing on selected, representative soil samples. Laboratory tests will include evaluation of in-situ moisture content and dry density, gradation,Atterberg limits, shear strength, sand equivalent, and soil corrosivity. ► Compilation of data and analyze the information obtained from our background review, subsurface evaluation, and laboratory testing. Our geotechnical analyses and recommendations will include excavatability and compaction requirements of the on-site soils,temporary stability of the trench excavations, shoring pressures, modulus of soil reaction, pipe I bedding guidelines, and corrosion potential of the on-site soils. ► Prepare a geotechnical report presenting our findings, conclusions, and recommendations for design and construction of the proposed water line. (Optional) Geotechnical Evaluation in the Final Design Stage The following tasks will be performed as an optional scope of work for geotechnical evaluation in the final design stage of the project. ' ► Review of project plans at 30 percent final design level for conformance with the project geotechnical recommendations in our initial evaluation. ' The review will include geotechnical evaluation of the actual size and locations of the planned pipeline, proposed excavations, and the design f and constructability of the new water line. 1 ► If changes to the design of the pipeline are proposed, additional subsurface exploration consisting of two additional small-diameter, exploratory borings will be performed to evaluate if the recommendations provided in the initial geotechnical evaluation are applicable for the new conditions. The exploratory borings will be advanced up to a depth of approximately 15 feet(or refusal) using a truck-mounted, hollow-stem auger drill rig. The borings will be logged by a representative from our firm, and bulk and relatively undisturbed soil samples will be collected at selected intervals for laboratory testing E ► Geotechnical engineering analysis, and revision of the geotechnical evaluation to address the new project conditions, as appropriate. The following assumptions have been used in preparation of the geotechnical portion of this scope of services: ► There will be limited traffic control required for the drilling. Lane closures to perform the borings will be marked out with road signs and traffic cones. ► Access to the site for subsurface exploration will be provided, and the site is accessible to truck-mounted drilling equipment. PSOMAS Scope of Services I Page 4 I 'awes • • Y Engineering Services fa Me a6k91 Recycled Water Suppy S)nem FOiea ► Permits to drill along the alignment will be provided at no cost to Ninyo & Moore or Psomas. ► Our geotechnical evaluation will not include any sampling, testing, or chemical analysis of hazardous materials, should they be encountered during geotechnical drilling at the site. These services can be provided, if warranted and if requested, as an additional scope of work. Task 5 — Final Design Final design will consist of those tasks indicated in the RFP Exhibit A. We will prepare preliminary and final construction plans, specifications, and opinions of probable construction costs.At this time we anticipate the final 3 contract plans will include the following drawings: ► Title sheet, project vicinity map and general notes—one (1) sheet $$$ ► Notes—one (1) sheet ► Pipeline plan and profile (1" =40'horizontal; 1"=4'vertical)— eight(8) sheets ► Trabuco Creek crossing details—one (1) sheet (assume having pipe on easterly side of Ranch Viejo Road bridge) ► Details of connections at Mission Hills Drive and MNWD connection and meter facility—two (2) sheets No traffic control plans will be prepared as this will be the responsibility of the construction Contractor. Three (3) sets of drawings and specifications will be submitted to CSJC for their review at the 50 percent and 90 percent stages of completion.We will incorporate CSJC's comments into the design documents. We anticipate that there may be several meetings during the final design phase. These meetings will be documented with appropriate meeting minutes. Construction drawings will be prepared using AutoCAD in accordance with CSJC PWD Digital Submission Standards and specifications in Microsoft Word. An electronic copy of the AutoCAD files will be submitted to CSJC, also in accordance with PWD Digital Submission Standards. Copies of all geotechnical reports and structural calculations will also be provided. Task 6 — Permits Psomas will identify and obtain any applicable permits as necessary for construction of the proposed pipeline with the exception of an alternative crossing under Trabuco Creek, which would be an optional service outside the scope of this proposal. Permit costs will be paid by CSJC. P S O M q $ Scope of Services I Page 5 a r•'! K. ,' Engin rServices ing for tlx • • ' Rerycled Water Suppy System PrgeR Task 7 — Construction Bidding Through Contract Award We will provide those services indicated in Exhibit A of the RFP. Our Project Engineer and Project Manager will attend a pre-bid conference at a date and time to be set by CSJC.Additionally, we will interpret the construction contract documents, as requested and needed, and prepare any addenda to the construction contract bid documents when required. Psomas will assist CSJC in answering questions, as appropriate, during the bid process and make recommendations to CSJC concerning contract award. Task 8 — Construction Engineering Support We understand and agree with the Scope of Work for Task 8 in the RFP Exhibit A. We understand that CSJC will arrange separately for a construction manager to provide general contract administration for construction of the project and that we will not be responsible for guaranteeing the contractor's performance or that of the construction manager.We will provide office engineering and consultation, as necessary, and coordinate with the construction manager and construction contractor.We will also prepare supplementary sketches and details as necessary to resolve field construction problems that may be encountered. We will review all construction shop drawings, fabrication and mill testing of equipment and materials for complete and strict conformance with the contract plans and specification documents. We will submit to CSJC two (2) copies of all preliminary and final shop drawings that have been reviewed for conformance. We will prepare construction"record"drawings based on marked up documents and drawings received from CSJC's inspection staff. We will submit one (1) full size original mylar reproducible set of construction "record" drawings and an electronic copy of the AutoCAD file to CSJC in accordance with the PWD Digital Submission Standards. Project Schedule We have prepared a project schedule in accordance with the schedule in the RFP and discussions with City staff indicating that the requested two-month design schedule is more flexible now. Essentially, the proposed schedule has design completed by the end of December 2005. This assumes we have a contract in place and a notice to proceed by or before October 5, 2005. Our proposed schedule starts on October 5, 2005, with a kick off meeting that week. We have included five (5) CSJC reviews as indicated in the RFP, Exhibit A Scope of Work. The CSJC reviews must be expedient, and are scheduled for five working days each in order to complete the final design by the end of December. This schedule is achievable but somewhat tight and does not allow for delays in obtaining data from or coordination with CSJC, MNWD, and other agencies or interested parties. PSOMAS Scope of Services i Page 6 City of San Juan Capistrano Recycled Water Supply System Project 10dobw November December Ranch Viejo Road Pipeline lanua, �W I �1_211 �21211�21 -925 102 1U/9J-IU/16-L-IW23-1- 11M] 111131_ 110_ M7 1115 L-11-g?- I _,,z 3&15 -K EM :ED Mail El PSOMAS Task CSJC Reties MonIhIyMwMgs sumina,y N, 7 August 19, 2005 cMrMs» «Name» «Surname» «Firm» «Address» ((City)), t St» «Zip» Subject: Request for Proposal (RFP) to Provide Engineering Services For the Recycled Water Supply System Project Dear «MrMs» «Surname»: The City of San Juan Capistrano (CSJC) is requesting proposals to provide engineering design and construction services for the Recycled water supply system Project. The attached map shows the general location of the proposed new potable water pipelines. Your firm is invited to submit a proposal for the preparation of design plans, technical specifications, bid documents, and construction services for this project. A detailed Scope of Work (Exhibit A), Proposal Requirements (Exhibit B), Additional Information (Exhibit C), Sample Consultant Services Agreement (Exhibit D) pertinent to preparation of the proposal are attached. Bid documents shall be prepared using the City of San Juan Capistrano Public Works Department's (PWD) standard contract documents. Final submission of all design and analysis material to CSJC shall be in accordance with CSJC's Digital Submission Standards, a copy of which is attached as Exhibit E. Proposals made in response to this request must be delivered to: Mr. Eric P. Bauman, P.E. Water Engineering Manager The City of San Juan Capistrano — PWD 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Proposals must be delivered no later than 3:00 PM on September 6, 2005. Three (3) copies of the proposal must be included in the submittal. One (1) copy of the associated fee proposal shall be submitted in a separate sealed envelope. 1 EXHIBIT A-3 RFP —Professional*gineering Services • Recycled Water Supply System Project August 19, 2005 The entire submittal package shall be clearly marked 'Proposal to Provide Engineering Services for the Recycled Water Supply System Project". CSJC reserves the right to reject any or all proposals. CSJC reserves the right to select the firm which appears most likely to provide the services under the conditions that would be in the best interest of CSJC. CSJC will hold a Pre-proposal Conference on August 29, 2005 at 9:00 AM with prospective Respondents at its office (see address above). Attendance, at the Pre-proposal Conference is optional. If you have any questions regarding this Request for Proposals, please call me at (949) 487-4312, or email me at ebauman(c�sanivancapitrano.org. Sincerely, Eric P. Bauman, P.E. Water Engineering Manager Enclosures: Exhibits A, B, C, D, and E W:\ENG\CPTL\PIPE_LINES\RW SS\rfp\RWSS_CVR.DOC - 2 - EXHIBIT A RECYCLED WATER SUPPLY SYSTEM PROJECT SCOPE OF WORK Introduction The Scope of Work for this project includes preparation of engineering design drawings, technical specifications, and bid documents for construction of the Recycled Water supply System Project. The Recycled Water system improvements are identified in the Recycled Water Master Plan dated January 2000 prepared for CSJC by AKM Consulting Engineers. In order to serve the recycled water demands forecasted in its service area, the City of San Juan Capistrano (CSJC) proposes to construct a connection to the Moulton Niguel Water District's (MNWD) System, a metering facility, and a pipeline from the metering facility to the CSJC recycled distribution system. The work associated with this project includes an evaluation of alignment and potential conflicts, a route survey suitable for the pipeline design, determination of easement requirements, final engineering design, and other tasks related to the following elements of the water system improvements: 1. A connection to the MNWD system, and placement of a metering facility in a location and designed to a standard acceptable to MNWD. 2. Approximately 7,500 L.F. of 12-inch diameter pipe along Via Escolar, through an existing easement to Rancho Viejo, and down Rancho Viejo to Mission Hills Drive. TASKS The Scope of Work for this project consists of the following tasks: Task 1. General Administration, Meetings, and Presentations Task 2. Preliminary Design / Preliminary Cost Estimate Task 3. Surveying and Rights-of-Way Task 4. Geotechnical Investigation Task 5. Final Design/ Final Engineer's Cost Estimate Task 6. Permits Task 7. Construction Bidding through Contract Award Task 8. Construction Engineering Support For each element of the project, work to be completed under each task is described as follows: Task 1. General Administration, Meetings, and Presentations 1 .1 Coordinate efforts of the project team and sub consultants, if any; monitor the project schedule and budget; administer the contract with CSJC. RWSS_RFP_SPCS.DOC Page 1 of 14 0 • 1.2 At the commencement of the project, hold a "kickoff' meeting with CSJC staff to discuss the scope and parameters of the project. Specific goals to be accomplished will be identified and an effective strategy to accomplish the project goals will be developed during this meeting. A memorandum will be prepared by the Consultant to document the project goals and execution strategy and any deviations from the contract. 1.3 At the beginning of each design phase (preliminary and final) of the project, prepare a work plan to set forth the significant milestones and deliverables to ensure compliance with the project goals and execution strategy. The Consultant shall present a written list of information required and the dates needed by to maintain the design schedule. Meet with CSJC staff for presentation and review of the work plan. 1.4 Collect and review all available plans, specifications, reports, and operating data applicable to this project. 1.5 Arrange for and participate in informal meetings with CSJC staff to review progress of the project work and exchange ideas and information. One meeting per month, with the Consultant's project manager is anticipated. 1.6 Prepare and submit monthly progress reports summarizing the actual work performed, project issues, and status of the project schedule and budget. 1.7 Meet with CSJC staff and representatives of utilities, government agencies, and affected residents and business owners to determine requirements to be included in the construction documents. 1.8 Prepare and submit minutes for each significant project meeting summarizing the participating personnel, key discussion comments and decisions, documents delivered or received, and action(s) required. 1.9 Prepare and submit CEQA Documentation, the standard checklist and Mitigated Negative Declaration (MND) documents for review and approval by the City of San Juan Capistrano Planning Department. CSJC staff will process the MND and file approved Negative Declaration with the County Recorder. Task 2. Preliminary Design 2.1 Prepare a preliminary design report and preliminary drawings as required to establish agreement on scope, parameters, performance requirements, constructability, traffic impacts, and general disruption to the area. The draft preliminary design report shall be submitted to CSJC staff for review and approval with the work plan prepared above. As a minimum, the technical report will address the following subjects: a. Evaluation of the suitability of the planned pipeline alignments — Route A running in Via Escolar down to the intersection of Via Escolar and then south on Rancho Viejo, vs. Route B running in an easement running from Via RWSS_RFP_SPCS.DOC Page 2 of 14 Escolar to Rancho Viejo Road, bypassing the intersection of Rancho Viejo and Via Escolar, the traveling south on Ranch Viejo; b. Evaluation of Right of Way and Easement requirements; c. Conflicts with utilities and structures; d. Groundwater or unstable soil; e. Preferred materials for construction; f. Traffic and pedestrian control; g. Areas where construction work is limited or controlled; h. Operation and maintenance concerns; i. Permit requirements; j. Description of the recommended improvements; k. Construction schedule; and I. Construction cost estimate for recommended improvements. CSJC has the necessary easement for the segment between Via Escolar and Rancho Viejo, the remainder of the pipe and facilities will be in the public right of way. 2.2 Meet with CSJC staff to review comments on the draft preliminary design report and preliminary drawings. Respond to comments, revise the draft as necessary, and submit three copies of the final preliminary design report to CSJC. The final preliminary design report will be used as the basis for final design of the project. Task 3. Surveying and Rights-of-Way 3.1 Provide the necessary field design surveys for the preparation of construction drawings and specifications. Surveys will determine pipeline alignment topography, contours, and utility locations along the pipeline alignment. The proposed pipeline route is congested with other utilities presenting potential conflicts. CSJC will arrange for potholing as requested by the Consultant. 3.2 Provide the services of a land surveyor to set horizontal and vertical controls and locate existing street right-of-way, and critical property corners along pipeline alignment, and to provide additional records on right-of-way and property information as required. 3.3 Conduct engineering alignment surveys to gather topographic and utility information, surface features, and pothole located subsurface features along the pipeline alignment. 3.4 Review available information from CSJC records to produce the anticipated locations and elevations of critical underground utilities. 3.5 Contact utilities as necessary to obtain available information to identify anticipated locations and elevations of existing underground utilities. 3.6 Conduct a review meeting with CSJC staff upon completion of detailed surveys to obtain approval of final alignment. 3.7 Prepare, submit and file necessary easement documents to correspond to agreed upon final alignments. RWSS_RFP_SPCS.DOC Page 3 of 14 Task 4. Geotechnical Investigation In general, the pipeline in this project will be installed within existing roadways and under acceptable conditions for water distribution pipes. The only areas requiring serious geotechnical investigations are those in which the pipe travels outside the roadway. Option B will require geotechnical evaluation, and should be specified in the proposal and given as a specific item of the cost proposal. Specific tasks for any required geotechnical investigation shall include the following: 4.1 Provide geotechnical engineering services, which would include exploratory work, laboratory and field testing, professional guidance in tests to be made at test locations based on preliminary drawings and designs, and professional interpretation of exploratory and test data. 4.2 Initial geotechnical exploratory work will include, but not be limited to, soil borings; penetration tests; sounding subsurface explorations, laboratory tests of soils, rock formations, and other geophysical phenomena; and other field tests, laboratory tests and analyses which are required to provide design information. 4.3 Provide an initial geotechnical report by a geotechnical engineer or geotechnical firm interpreting the data on the exploratory work and testing and setting out the site conditions that can be anticipated from this initial exploratory work. 4.4 After the final design has reached the 30 percent completion level, review final geotechnical investigation evaluating the initial geotechnical investigation, field and laboratory test results, and the initial geotechnical report. The final evaluation shall be based on the actual design, including sizes, locations, and loading of facilities; types, extent and procedures of excavations; and shall consider both design parameters and constructability. If, in the opinion of the review professional or Consultant, additional geotechnical data are required for the preparation of the final report (include an optional item), the data shall be provided by the geotechnical engineer. The final report shall indicate the anticipated performance of the subsurface material to be encountered on the project both during and after construction, under the loading conditions, use, and types of excavation anticipated. Task 5. Final Design 5.1 Prepare detailed drawings, technical specifications, and bid documents for competitive bidding for the proposed construction work. Construction documents shall include the following: a. Title sheet including: location map, vicinity map, emergency contact phone numbers and signature blocks applicable to the project; b. General site plan with appropriate general excavation, shoring and miscellaneous notes; c. Symbols and abbreviations; RWSS_RFP_SPCS.DOC Page 4 of 14 • • d. Plan and profile drawings for the installation of water main(s), service meters the metering facility, valves, air-vacs, blow-offs, and related appurtenances, including related details; e. Plans showing all record and survey information regarding utilities, obstructions, and appurtenant data; and f. Soil log, boring plan and profile sheets related to geotechnical investigation requirements, as required. Acceptable piping materials are PVC, concrete mortar lined and coated (CML&C) pipe with a cathodic protection system. The pipeline will pass next to an existing CML&C pipeline with an impressed current system which can be used for cathodic protection. 5.2 Prepare technical specifications, bid documents, and other contract documents for competitive bidding for the proposed construction work and for the materials and equipment required. The City of San Juan Capistrano Public Works Department (PWD) Standard Specifications and Contract Documents shall be used. The existing Standard Specifications and Contract Documents are in WordPerfect 10.0 format. When specifications do not exist, the Consultant shall develop specifications as necessary for this project. An original hardcopy set of technical specifications, bid documents, and contract documents shall be provided to CSJC for reproduction. Final submission of all design and analysis material shall be in accordance with the PWD Digital Submission Standards. 5.3 The Consultant shall be responsible for final design of the proposed water pipeline and all engineering work required for the construction of the water pipelines. The final design drawings shall be prepared such that each project element may be bid as separate bid items. Drawings shall be prepared on 24" x 36" mylar sheets using computer generated drafting. The Consultant's standard construction details that are applicable to the project may be used. Project drawings shall be signed and sealed by a professional engineer registered in the appropriate discipline in the State of California. Plans shall be drawn to a horizontal scale of 1" = 40' and a vertical scale of 1" = 4'. Detailed plans shall be drawn to a scale of 1" = 8' or larger. An electronic copy of the AutoCAD file shall be given to CSJC in accordance with the PWD Digital Submission Standards, 5.4 Traffic control plans are to be provided by the contractor. 5.5 Provide three (3) sets of the drawings and specifications to CSJC for review at the 50, and 90 percent stages of completion. Consultant shall resolve and incorporate CSJC staff comments into the design documents. The Consultant shall prepare meeting minutes to note all comments for distribution. 5.6 Prepare a construction cost estimate of the proposed work covered by the final plans and specifications. Task 6. Permits 6.1 Obtain permits as needed for construction of the proposed pipeline. Permit costs will be paid by CSJC. RWSS_RFP_SPCS.DOC Page 5 of 14 Task 7. Construction Bidding Through Contract Award 7.1 Attend a pre-bid conference at a date, time, and place set by CSJC. 7.2 Interpret the construction contract documents as requested and needed. Prepare and issue addenda to the construction contract bid documents when required. 7.3 Assist CSJC and answer questions as appropriate during the bid opening. 7.4 Make recommendations to CSJC concerning contract award. Task 8. Construction Engineering Support 8.1 CSJC will arrange separately for a Construction Manager (CM) to provide general contract administration for construction of the project. The CM will provide a resident engineer on a full or part-time basis, as required, who shall observe the contractor's construction progress, attend meetings with CSJC and the contractor regarding project schedules, interpretation of the contract documents (requests for information/clarification (RFI/RFC)), construction changes and irregularities; provide progress digital photographs and reports and final construction report and assist in quality assurance, and in achieving conformance with the contract plans and specifications. On-site construction inspection services will be provided by CSJC staff. The Consultant will not be responsible for guaranteeing the contractor's performance or that of the CM. 8.2 CSJC will arrange separately for a Construction Manager (CM) to coordinate notification proceedings with the contractor for the benefit of CSJC's affected customers and/or properties, and assist CSJC with respect to temporary shutdown of the involved utility interruptions of normal utility service and diversion of traffic, as required to construct the new facilities. 8.3 The Consultant is to provide office engineering and consultation, as required and coordinate with the CM's management of the construction contract. 8.4 Prepare supplementary sketches and details as required to resolve field construction problems that may be encountered. 8.5 Review all construction shop drawings, fabrication and mill testing of equipment and materials for complete and strict conformance with the contract plans, specifications and documents. Consultant shall assure itself that any deviations or substitutions submitted by the contractor shall be equal to or of better quality than specified in the contract documents. Consultant shall make its recommendation and approve with CSJC staff all substitutions and receive CSJC's concurrence prior to approving any substitution. Consultant shall submit to CSJC two (2) copies of all preliminary and final shop drawings that have been reviewed for conformance. RWSS_RFP_SPCS.DOC Page 6 of 14 • • 8.6 Prepare construction "record" drawings based on marked-up bid documents and drawings received from CSJC's inspection staff. Submit one (1) full-size original mylar reproducible set of construction "record" drawings and an electronic copy of the AutoCAD file to CSJC in accordance with the PWD Digital Submission Standards. RWSS_RFP_SPCS.DOC Page 7 of 14 EXHIBIT B RECYLCED WATER SUPPLY SYSTEM PROJECT PROPOSAL REQUIREMENTS Although no specific format is required by CSJC, this section is intended to provide guidelines to the Consultant regarding features, which CSJC staff will expect to be included in the proposal. At a minimum, the proposal shall contain the following information: 1. Content and Format Organize and present proposal in a neat and logical format, relevant to these services. Consultant's proposal shall be clear, accurate, and comprehensive. The proposal is expected to be for complete engineering services. The Consultant is expected to know what must be done to produce the requested design and construction documents. If a work item must be done, but was not specifically called for in the scope of work, make this clear in the proposal. Proposals will be judged by their preciseness. The proposal shall use a 12-point minimum size font and shall be a maximum of 30 pages, including the transmittal/offer letter, but excluding the fee proposal and resumes of key personnel. The purpose of these restrictions is to minimize the costs of proposal preparation and to ensure that the response to the RFP is fully relevant to the project. The proposal should include the following: a. Signed transmittal letter or statement of proposal/offer b. Approach to the project, including a description of the scope of services, specific work tasks and activities, and concepts for conducting the work; c. Descriptions of similar projects by the Project Manager and key staff to be used on this assignment; d. Team organization including an organization chart or diagram; e. Brief resumes of key staff with descriptions of their specific experience and capabilities; f. Project schedule indicating the time frame for completing each task contained within the scope of work; and g. An analysis of the estimated hours that each member of the project team will contribute for the individual tasks in the scope of work, along with hourly rates, estimated direct costs, and a total fee for the project. RWSS_RFP_SPCS.DOC Page 8 of 14 2. Transmittal Letter/Statement of Proposal/Offer The proposal shall be signed by an individual authorized to bind the Consultant and shall contain a statement that the proposal is valid for 90 or more days. 3. Scope of Services A detailed description of the Scope of Work and the methodology for its completion shall be included in this section. The work plan should discuss any specific issues, constraints, or anticipated problems that should be anticipated during the project, and provide a suggested approach for their resolution. It should explain the work tasks associated with each element of the project, plus any other tasks that are needed for the sake of completeness or enhancement. 4. Qualifications and Experience Describe the qualifications and experience of the firm, key staff, and subconsultants that will perform the work. The consultant and subconsultants shall demonstrate competence to perform these services. Qualifications should be based on direct experience on recent projects that are similar in scope and size. Projects listed should be those that key staff named for this project was responsible for performing services. Include a brief description of these relevant projects and a client reference and telephone number who may be contacted by CSJC. 5. Project Team The proposal shall include descriptions of the specific experience and capabilities of the designated Project Manager, Project Engineer, Technical Advisors, and other support staff related to the previously outlined scope of work. Key personnel shall include the Project Manager, Project Engineer, Technical Advisors, and other support staff. The Project Manager and Project Engineer assigned to the project shall not be reassigned without the prior written approval from CSJC. Include the identity and qualifications of all subconsultants. 6. Schedule Meet the following mile stone dates: August 29, 2005 Pre-proposal Meeting September 6, 2005 Proposals Due September 27, 2005 Contract Award Recommendation to WAC October 4, 2005 Contract Award Recommendation to City Council October 5, 2005 Notice to Proceed November 30, 2005 Completion of Final Design The chosen consultant shall furnish a project schedule that identifies, in graphical format, the timetable for completion of tasks, activities, and phases associated with the scope of work for the project. Include a brief discussion of any key assumptions used in preparing the timetable and identify any critical tasks and/or events that could impact the overall schedule, including review periods. RwSS_RFP_SPCS.DOC Page 9 of 14 • 7. Fee The fee proposal shall be included in a separate sealed envelope and shall be in the matrix format shown at the end of this exhibit. An electronic file of the cost matrix is available from CSJC upon request. Modifications of the cost matrix may be made by the Consultant as required, however, the fee proposal shall follow the general format shown herein. The Consultant shall be responsible for the accuracy of the cost matrix and fee proposal. The proposal shall include the estimated hours that each member of the project team will contribute for the individual tasks depicted in the scope of work. Cost and billing schedule of current hourly rates for each of the project team for the individual tasks in the scope of work. Include the identity and estimated costs of all subconsultants, reproduction costs, and other direct costs. For budget purposes, and as a basis for later contract negotiations, provide the total not- to-exceed fee, including all labor, subconsultants, and direct expenses, separately for each element of the project, as well as for the entire project. The selected Consultant shall not exceed the upper limit fee without prior approval from CSJC. CSJC will not approve a cost extra unless it specifically requests additional work or effort well outside the scope of work for the project as defined in the RFP. 8. Non-Collusion Statement The proposal shall include a statement of non-collusion or conflict of interest. RWSS_RFP_SPCS.DOC Page 10 of 14 r i Y � • • EXHIBIT C RECYLCED WATER SUPPLY SYSTEM PROJECT ADDITIONAL INFORMATION This exhibit contains additional information and requirements pertaining to the engineering services described in this request for proposal. 1. Schedule The Consultant selected must be able to begin work immediately upon award of contract and must be able to maintain the level of effort required meeting the proposed schedule. 2. Disclaimer This request for proposals does not commit CSJC to retain any consultants, to pay costs incurred in the preparation of proposals, or to proceed with the project. CSJC reserves the right to extend the due date for the proposal, to reject any or all proposals, to negotiate with any qualified proposer, and to appoint more than one firm to provide services on given elements or portions of the project. 3. Withdrawal of Proposals Proposals may be withdrawn if written notification of withdrawal of the proposal is signed by an authorized representative of the firm and received at the designated CSJC office prior to the closing time for receipt of proposals. Proposals, including accompanying materials, will become the property of CSJC. Proposals will be held in confidence to the extent permitted by law. After award of a contract or after rejection of all proposals, the proposals will be public records subject to disclosure under the California Public Records Act. (Government Code Section 6250 et seq). CSJC reserves the right to request additional information from proposers prior to the final selection, and to consider information about a firm other than that submitted in the proposal or interview. 4. Site Inspection Consultant is urged to make site visits and examinations so as to become thoroughly familiar with the conditions affecting their evaluation process. Failure to make such additional investigations will not be the grounds for additional claims or for extension of time under the contract, and will not relieve the Consultant of responsibility for meeting all requirements of the request for proposal. 5. Digital Orthophoto RWSS_RFP_SPCS.DOC Page 11 of 14 The City has a digital orthophoto. The Consultant may use this information during the design process fro supplemental information, but is directed to rely on its survey information for its design work. 6. Insurance Requirements The successful Consultant will be required to obtain insurance coverage in the amount of $1,000,000 for claims covered under Workers Compensation, General Liability, Automobile Liability, and Employers Liability for Death, Bodily Injury, Personal Injury, and Property Damage. In addition, the successful Consultant will be required to carry Errors and Omission Insurance in the amount of $1,000,000. 7. Consultant Evaluation & Selection Process CSJC may select for contract negotiations the firm that, in CSJC's judgment, will best meet CSJC's needs, irrespective of the comparison of fees and costs estimated by the proposers. CSJC's consultant evaluation and selection process is based on the following criteria. a. Understanding of the project requirements, including identification of critical elements and key issues; b. Technical approach and work plan for the project, including innovative approaches; c. Qualifications and experience of the Project Manager, Project Engineer, other key individuals, and subconsultants; d. Results of reference checks. Reference checks will only be conducted for a short list of firms or the top rated firm. e. Clarity of the proposal. f. Compliance with proposal requirements. g. Level of effort in hours required to complete the work, fees, and schedules. CSJC may elect to interview a short list of qualified firms or to interview only the top rated firm based on the proposals submitted for the project. CSJC staff will negotiate a contract with the best-qualified firm for the desired consulting services at compensation, which the staff determines, is fair and reasonable to CSJC. Should CSJC staff be unable to negotiate a satisfactory contract with the selected firm, negotiations with that firm will be formally terminated. Negotiations will then be undertaken with the next most qualified firm. Failing to reach an accord with the second most qualified firm, CSJC will terminate negotiations with that firm and continue the negotiation process with the next most qualified firm until an agreement is reached. RWSS_RFP_SPCS.DOC Page 12 of 14 • EXHIBIT D RECYLCED WATER SUPPLY SYSTEM PROJECT SAMPLE CONSULTANT SERVICES AGREEMENT A sample copy of CSJC's professional services agreement is attached. Include in your proposal any proposed modifications to the standard terms and conditions. If there are no exceptions, a statement to that effect shall be included in the proposal. While CSJC negotiates such changes with consultants, CSJC will consider your proposed modifications during consultant selection and retains the right to reject any portion of your proposed modifications. RWSS_RFP_SPCS.DOC Page 13 of 14 • EXHIBIT E RECYLCED WATER SUPPLY SYSTEM PROJECT CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT DIGITAL SUBMISSION STANDARDS A copy of the City of San Juan Capistrano Public Works Department (PWD) Digital Submission Standards to be used for this project is attached. RWSS_RFP_SPCS.DOC Page 14 of 14 Information and Engineering Solutions September 19, 2005 Mr. Eric P. Bauman, P.E. Water Engineering Manager THE CITY OF SAN JUAN CAPISTRANO—PWD 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject: Fee Proposal for Engineering Services for the Recycled Water Supply System Project Dear Mr. Bauman: Our fee estimate as shown on the attached Cost Breakdown and Summary tables totals $143,698. This fee proposal is good for 90 days from the date of this letter and we are open to negotiation with the City if some elements of the work can be adjusted to better fit the City's needs. The City requested a breakdown of work between Element No. 1, which is only the connection to the MNWD system and a metering facility; and Element No. 2, which is the rest of the project including approximately 7,500 L.F. of 12-inch diameter pipeline. It should be noted that all the survey and geotechnical work have been included in Element No. 2, even though a portion of the work is applicable to Element No. 1 as it would be difficult to estimate the proportion of the work related to Element No. 1. The cost of the CEQA documentation, which is approximately$10,500, is also included in Task 1 of Element No. 2, whereas a portion of this cost could also be assigned to Element No. 1, if required. If these design cost elements need to be split out for cost sharing purposes with MNWD, we can always pro-rate these elements in some mutually agreeable manner for the City. It should also be noted that the geotechnical elements of the cost could all be determined to be optional items based on the precise alignment recommended in the PDR. If it is determined that Option B is not the most feasible or if the existing pipeline is to be utilized without a need to trench in this easement area, then the borings behind the Firestone Tire dealer would not be needed. The scope of work in the RFP indicates that the portion of the pipeline alignment within existing roadways is "under acceptable conditions for water distribution pipes", however, we should at least consider making three to five borings along the alignment to confirm this, to determine depth to groundwater and to develop trenching recommendations to avoid potential change 3187 Red Hill Avenue Suite 250 Costa Mesa,CA 92626 714.751.7373 EXHIBIT B 714.5458883 Fax www.psomas.com PSOMAS Mr.Bauman,P.E. September 19,2005 Page 2 orders during construction. Additionally, we have included geotechnical Task 4.4 as an option as requested in the RFP. The different levels of geotechnical work is therefore shown as optional with different subtotals at the bottom of the spreadsheet so that we are responsive to what the City has requested and so that we can determine which options to include at the appropriate time as we move forward with the design. We have quotes from Ninyo &Moore, our geotechnical sub-consultant for all of the options and can therefore, authorize them to proceed with any of the options and even add or reduce the number of borings and obtain adjusted costs, if necessary, as we have done this with them in the past and have a strong relationship with this firm. If you have any questions or would like to clarify or discuss any of scope and fee items, feel free to call. We look forward to working with you on this interesting project that should greatly benefit your residents. Respectfully submitted, PSOMAS Jo Thornton, P.E. ce Pre sident/Principal City of San Juan Capistrano Recycled Water Supply System Project - Rancho Viejo Road Pipeline Fee Proposal - Part I Cost SummaryTask - Cost Summary by Element Element No. I Element No. 2 Total Cost I. General Administration, Meetings, and Presentations $1,100 $22,080 $23,180 2. Preliminary Design/Utility Research $4,210 $16,610 $20,820 3. Surveying and Rights-of-Way $0 $23,508 $23,508 4. Geotechnical Investigation (includes Tasks 4.1 - 4.3) $0 $12,770 $12,770 4.4 Optional Additional Geotechnical $0 $6,430 $6,430 5. Final Design $8,860 $36,390 $45,250 6. Permits $980 $980 $1,960 • 7. Construction Bidding through Contract Award $940 $4,020 $4,960 8. Construction Engineering Support $1,670 $3,150 $4,820 TOTAL $17,760 $125,938 $143,698 PSOMAS City of San Juan Capistrano Recycled Water Supply System Project-Rancho Viejo Road Pipeline F"Proposal-Part 2 Cost Breakdown Charge Rolect CPermit � 2-Person S� Tineed echnician/ QA"noIQC Manager' Field Crew Environ. Clerical ,Total, Labor, Sub- Labor Specialist Surveyor Phouigrant Scientist _Hours -.Cost Cones t Cost '+. x 7 Average Hourly Billing Rate $I00 -'..5190"- "$150'- -$125 - 5209- "5115 ` 585"`- $60 - No.I-Connection to MN W D System&Meter I. General Administration,Meetings,and Presentations 0 2 0 4 0 0 0 2 B ;1.000 $0 EI00 $1,100 2. Preliminary Design/Utility Research 1 2 0 16 0 4 12 0 35 $4,060 $0 $150 $4,210 3. Surveying and Rightso!-Way(included below) 0 0 0 0 0 0 0 0 0 $0 $0 $0 $0 • 4. Geotechnical Investigation 0 0 0 0 0 0 0 0 0 $0 $0 ;0 $p S. Final Design 2 6 0 32 0 12 16 8 76 $8,760 $0 $100 $8,860 6. Permits 0 1 0 4 0 0 2 2 9 $980 $0 $0 $980 7. Construction Bidding through Contract Award 0 2 0 4 0 0 0 I 7 $940 $0 $0 $940 6. ConsWction Engineering Support 0 2 0 8 0 2 0 I 13 $1,670 $0 $0 $1,670 Subtotal Element No. 1 _--_3- 15-_-__ 0 68 0 18 30--_- 14._ 148 $17.410 $0 $350 $17,760 No.2 -7,50019 Pipeline I. General Administration,Meetings.and Presentations0 20 52 440 8 34 17 175 $21,930 $0 ;150 $22,080 2. Preliminary Design/Utility Research 4 8 0 48 0 24 40 8 132 $14,960 $1,650 $0 $16,610 3. Surveying and Rights-of-Way 4 5 0 44 32 12 0 4 101 $15,558 $7,200 $750 $23,508 4. Geotechnical Investigation(includes 4.1-4.3) 0 2 0 4 0 0 0 2 _8_$I.000 $11,770 $0 $12,770 4.4.Optional Additional Geotechnical 0 2 0 0 0 0 0 0 2 $380 $6,050 $0 $6,430 S. Final Design 8 16 0 130 0 40 90 0 284 $33,140 $2,750 $500 $36,390 6. Permits 0 1 0 4 0 0 22 9 $980 $a $o $980 7. Construction Bidding through Contract Award 0 3 0 20 0 0 8 2 33 $3,870 $0 $150 $4,020 B. Conswction Engineering Support 0 3 0 16 0 4 0 2 25 $3,150 $0 $0 $3,150 • Subtotal Element No,2 16 60 52 310 32 88174 37 769 $94,968 $29,420 $1,550 $125,938 TOTAL 19 75 378 32 106 204 51 917 $112,378 $29,420 $1,900 $143,698 Cost with no Geotechnical $124,498 ArNotes Cost without Task 4.4 Geotechnical $137,268 Kick-off meeting,surveying,geotechnical investigation,pre-bid meedn&up w one(1)addenda and all CEQA tasks included in Element No.2 Bid support is for one 4-week bid period All Geotechnical Investigations could be determined to be optional,depending on pipeline alignment selected and preparation of preliminary design report and review with City staff. Geotechnical Costs assume 5 borings,2 of which may require limited access rig(behind Firestone dealer). Also,optional geotechnical would include up to 2 additional borings after review of final alignment Meeting to review PDR(Task 2.2)combined with Status Rpt.No.I mcg. P S 0 M A S a PSOMAS Water Fee Schedule Effective January 1, 2005—December 31, 2005" CLASSIFICATION RATE ($) Regional Director, Group Leader, Senior Consultant $215 - $240 Project Director, Team Leader, Technical Manager $190 - $215 Senior Water Resource Consultant $170 - $190 Sr. Project Manager $170 - $190 Project Manager $150 - $195 Principal Engineer/Analyst $145 - $175 Senior Environmental Scientist/Planner $120 - $165 Senior Engineer/Analyst $120 - $160 Senior GIS Specialist $120 - $195 Engineer/Analyst $ 85 - $120 Environmental Scientist/Planner $ 90 - $115 Asst. Engineer/Analyst $ 80 - $110 Staff Environmental Scientist/Planner $ 75 - $105 Technician/CADD $ 70 - $100 Engineering Aide/Researcher $ 60 - $ 80 Administrative Assistant/Analyst $ 65 - $ 95 Expert Witness Testimony—two times normal rate Hourly rates include direct labor, overhead, fringe benefits and fee. REIMBURSABLE EXPENSES Mileage for field travel is charged at.485/mile and parking expenses incurred by office employees are charged at cost. Prints, messenger service, subsistence and other direct expenses will be charged at cost plus ten percent. The services of outside consultants or contractors will be charged at cost plus fifteen percent. SPECIAL EQUIPMENT Standard computer and technology costs are incorporated into the hourly rates shown above. Survey and other specialty equipment will be charged at a per unit per day rate. EXHIBIT C J , 9/5/2006 AGENDA REPORT � . D14 TO: Dave Adams, City Manage FROM: John W. Elwell, Interim Director of Public Works SUBJECT: Consideration of Approval of Plans and Specifications, Mitigated Negative Declaration, and Change Order No. 1 for the Recycled Water Supply System (PSOMAS) (Project A5 of the Recycled Water Master Plan) (CIP# 755) __-- RECOMMENDATION: By motion, 1) Approve the Plans and Specifications for the Recycled Water Supply System Project (CIP #755) prepared by PSOMAS and Associates, Inc., and direct the City Clerk to advertise the project for public bid; and, 2) Adopt a resolution approving the Mitigated Negative Declaration for the Recycled Water Supply System Project (CIP#755); and, 3) Ratify Change Order No. 1 to the design contract with PSOMAS in the amount of $16,075. SITUATION: Staff is requesting approval of Plans and Specifications and Mitigated Negative Declaration for the Recycled Water Supply System Project (RWSS) (CIP #755). This project will provide a connection to the Moulton Niguel Water District (MNWD) recycled water system near the intersection of Rancho Viejo Road and Via Escolar, approximately 7,500 lineal feet of 12-inch diameter pipeline and a metering facility near the aforementioned intersection (Attachment 1). PSOMAS has completed the Initial Study/Mitigated Negative Declaration (IS/MND) for the project and has posted, received public comment, and responded to comments in regards to these environmental documents. Staff is recommending that the City Council adopt the IS/MND. Plans and specifications are complete and ready for bidding, and a water purchase agreement with MNWD was approved by City Council at their November 15, 2005, meeting. Staff, therefore, recommends City Council approval of these construction documents. Agenda Report September 5, 2006 Page 2 Staff, recognizing that the alignment of this 12-inch recycled water line closely paralleled the alignment of a 16-inch domestic water line provided for as Project E8 in the Domestic Water Master Plan, approved a change order to include the design for the domestic line in the existing contract. The coordinated design and construction of these two lines will offer considerable cost and construction impact savings. The additional cost to the PSOMAS design contract for this work is $24,125. Review of the design contract revealed that the scope of the geotechnical study for the project was greater than required. The savings for reduction of the geotechnical study is $8,050. The total change to the design contract is therefore $16,075. Staff is requesting that City Council Ratify Change Order No. 1 to the design contract for the RWSS (CIP #755) in this amount (Attachment 2). COMMISSION(BOARD REVIEW AND RECOMMENDATIONS: The Water Advisory Commission recommended City Council approval of the plans and specifications for the RWSS Project at their June 27, 2006 meeting. The Water Advisory Commission will review Change Order No. 1 at their August 22, 2006 meeting. FINANCIAL CONSIDERATIONS: The FY 2006/2007 Capital Improvement Project budget request has $2.2 million for the design and construction of the RWSS (CIP#755) project. The estimated construction cost is $1.2 million. The final design cost, including Change Order No. 1 is $135,648, which falls within the budgeted amount. Staff will return with results of the bid to determine final funding requirements. NOTIFICATION: PSOMAS Agenda Report September 5, 2006 Page 3 RECOMMENDATION: By motion, 1) Approve the Plans and Specifications for the Recycled Water Supply System Project (CIP #755) prepared by PSOMAS and Associates, Inc., and direct the City Clerk to advertise the project for public bid; and, 2) Adopt a resolution approving the Mitigated Negative Declaration for the Recycled Water Supply System Project (CIP#755); and, 3) Ratify Change Order No. 1 to the design contract with PSOMAS in the amount of $16,075. Respectfully bmitted, by, 9:lo n W. E welt' oe Mankawich 9 1 erim Director of Public Works Associate Engineer Attachments: 1. Plans and Specifications 2. Change Order No. 1 3. Mitigated Negative Declaration 4. Resolution ATTACHMENT Due to the size of this attachment, a copy has been provided to the City Council for review. In addition, a copy of the attachment is available for public review at the City Clerk's Office located at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675 May 10, 2006 City of San Juan Capistrano Recycled Water Supply System (CIP # 755) Design Contract Change Order No. 1 CONSULTANT: PSOMAS This Change Order covers changes to the subject contract as described herein. The Consultant is to construct or furnish equipment and materials, and perform all work as necessary or required to complete the Change Order items for the prices agreed upon between the Consultant and the City. The additional work contained within this Change Order can be performed incidental to the prime work and within the time allotted for the original Contract and any extensions to the Contract Time made by this and all previously issued Change Orders, if any. It is therefore mutually agreed that the number of calendar days extension of time, if any, provided for in this Change Order is required for the change of work provided herein, and that no direct or indirect, incidental or consequential costs, expenses, losses or damages have been or will be incurred by Consultant, except as expressly granted and approved by this Change Order and, further, that the payment under this Change Order is the final and complete compensation for the subject work. In accordance with the contract provisions, the following changes in the contract and/or contract work are hereby authorized and as compensation, the following additional to or deductions from the contract price are hereby approved. Item Description Amount 1) Perform design services for 16" domestic water line in Rancho Viejo Road. $24,125.00 2) Remove 3 geotechnical borings from original scope -$8,050.00 Total for Change Order No. 1 $16,075.00 The original cost for this work was: $143,698 The cost of amendments/change order(s) to date is: $ 0 The cost of this amendment/Change Order No 1 is: 16,075 Upon approval, the total cost of this project is: $159,773 ATTACHMENT 2 The Consultant agrees to furnish all labor and materials and to perform all other necessary work required to complete the Change Order items. This document will become a supplement to the contract and all provision will apply hereto. It is understood that the Change Order shall become effective when approved by the City. RECOMMENDED: ice/ ,��'�,,� '�%..�— ✓/�/�aaj os" ric Bauman, Water'Engineering Manager Date anka h, Asso iat n�gineer Date s� J � PSOMAS, Consultant Date ATTACHMENT Due to the size of this attachment, a copy has been provided to the City Council for review. In addition, a copy of the attachment is available for public review at the City Clerk's Office located at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675 RESOLUTION NO. 06-09-05- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA,APPROVING ADOPTION OF A MITIGATED NEGATIVE DECLARATION AND APPROVAL OF PLANS FOR THE RECYCLED WATER SUPPLY SYSTEM, CIP NO. 755. WHEREAS,the Public Works Department has prepared plans for the Capital Improvement Project No. 755, Recycled Water Supply System on Rancho Viejo Road and such installation is consistent with the recommended water facilities improvements contained in the City Council-adopted Recycled Water Master Plan (RWMP); and, WHEREAS,the proposed project has been processed pursuant to Section 9- 2.337, Public Improvement Plans and Outside Agency Development Review of the Land Use Code; and, WHEREAS, the City of San Juan Capistrano Environmental Administrator has reviewed the initial study prepared pursuant to Section 15063 and 15064 of the CEQA Guidelines; has determined that the project qualifies for issuance of a Mitigated Negative Declaration (MND), has issued a Negative Declaration pursuant to Section 15070 of those guidelines; and has caused a Notice of Negative Declaration to be posted pursuant to Section 15072 of those guidelines. The City has otherwise complied with all applicable provisions of the California Environmental Quality Act (1970) and all recommended mitigation measures have been incorporated herein; and, WHEREAS,The Draft Mitigated Negative Dedaration for the City of San Juan Capistrano Capital Improvement Project 755, Recycled Water Supply System Projectwas made available for public review and comment pursuant to the California Environmental Quality Act (CEQA) Guidelines (Section 15073) for a period of 20 days, commencing on August 14, 2006, and ending on September 4, 2006; and during this review period, the City received comment letters from agencies; and in accordance with CEQA Guidelines Section 15073 (c), the City has evaluated the comments with respect to the proposed project; and, NOW,THEREFORE, BE IT RESOLVED that the City Council hereby makes the following findings based on substantial evidence in the record with respect to compliance with the provisions of the California Environmental Quality Act: Section 1. Pursuant to California Environmental Quality Act (CEQA) Guidelines §15074, the Initial Study/Mitigated Negative Declaration (IS/MND) considers all potentially significant environmental effects of the proposed project and is complete and fully complies with all requirements of CEQA and the Guidelines; and, ATTACHMENT 4 Section 2. The project could result in potentially significant air quality impacts as a result of construction-related emissions. However, the following proposed mitigation measureswill reduce such impacts to a level of insignificance: AQ-1 Vehicular Emissions Control To minimize emissions of criteria pollutants (including carbon monoxide, nitrous oxide, and reactive organic hydrocarbons), all construction equipment and vehicles shall be maintained in good condition and tuned per manufacturers' specifications and per SCAQMD rules. To the satisfaction of the City's project manager, the contractor shall verify that all equipment has been maintained in good working order according to the manufacturer's specifications. To minimize emissions of criteria pollutants (including carbon monoxide, nitrous oxide, and reactive organic hydrocarbons), construction equipment shall be fueled at a specific designated area. If practical, electricity required for construction activities shall be obtained from nearby existing power lines. If temporary power is not readily available, the project will use propane- or butane-powered generators. Diesel- or gasoline-powered generators shall only be used as a last resort. AQ-2 Fugitive Dust Control To control fugitive emissions, the construction supervisor shall have the authority and responsibility to implement the following: • Enclose, cover, or water twice daily any exposed soil stockpiles. • Suspend all excavation and soil stock piling operations when instantaneous wind speeds reach 25 mph; and cover all exposed soils. • Cover all trucks hauling sand, dirt, silt or other loose materials. • Sweep adjacent paved roadways at the end of the day if visible soil material is carried over to adjacent paved roads. Section 3. The project could result in potentially significant cultural resources impacts as a result of construction-related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: Cultural Resources According to the General Plan Cultural Resources Element, Figure CR-1 entitled "Locations of Prehistoric and Historic Archeological Resources," the project area is situated outside the primary area of historic resources. However, the City has not been comprehensively assessed and so, unknown and un-discovered sites may exist beyond the resource area limits established by the Cultural Resources Element. Because the project involves excavation within an area adjoining Trabuco Creek, and because the areas adjoining creeks have served as pre-historic encampments for Native Americans, excavation could potentially disturb sub-surface cultural resources and mitigation is necessary: CR-1: The construction plans and specifications will provide that the contractor shall retain the services of a RPA (Register of Professional Archeologists)-certified archeologist who will monitor all grading and excavation for potential impacts on cultural resources including archeological, paleontological, and historic resources. Also, the contractor will provide an executed contract for services with a RPA-certified archeologist including a scope-of-work which provides for comprehensive monitoring; a contingency for assessment, recovery, and/or evaluation; and the preparation of a technical memoranda or report following the completion of monitoring. CR-2: If during construction, historic and/or cultural resources are encountered, the monitoring RPA archeologist may cease any grading and/or building construction activities, subject to approval by the City's Environmental Administrator (EA), to allow for preliminary assessment, evaluation of any cultural resources, and/or recovery. The archeological monitor or Environmental Administrator (EA) may allow grading activity to proceed at other locations on the project site which would not interfere with the assessment of uncovered cultural resources. CR-3: The construction plans and specifications will provide for the archeological monitor to prepare and submit a technical memorandum or cultural resources report which details archeological monitoring efforts, findings, analysis, and conclusions consistent with City Council Policy#601 and subject to review and approval of the City's Historic Preservation Manager. NOW,THEREFORE, BE R FURTHER RESOLVED,that the City Council of the City of San Juan Capistrano does hereby make the following findings with respect to General Plan consistency: Section 1. The proposed project is consistent with the policies and objectives of the General Plan, specifically, the Public Services & Utilities Element because the proposed waterline replacement will ensure that the City maintains the ability to provide the required high- quality and dependable water service to the community. Section 2. The proposed project is consistent with the City Council adopted Recycled Water Master Plan (RWMP) which identifies the replacement of the existing waterline (Project ) to provide necessary higher levels of water service to existing and proposed developments located in the surrounding area. NOW,THEREFORE, BE IT FURTHER RESOLVED,that the City Council of the City of San Juan Capistrano does hereby recommend adoption of a Mitigated Negative Declaration subject to the mitigation measures contained herein; further recommends approval of the project construction plans and specifications for the proposed project. PASSED, APPROVED AND ADOPTED this 5th day of September, 2006, DAVID M. SWERDLIN, MAYOR ATTEST: MARGARET R. MONAHAN, CITY CLERK 32400 PASEO ADELANTO JMEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 i SAM (949)493-1171 /,{ (949)493-1053 FAx e I IA[AAXXAAIH DIANEE BATHGATHGATE fS1AlAIfXfA 1961 MATT HART www.sanjuancapistrano.org 1776 JOE SOTO • • DAVID M.SWERDLIN NOTIFICATION OF MEET • ePOTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on September 5, 2006 in the City Council Chamber in City Hall, to consider: "Consideration of Approval of Plans and Specifications, Mitigated Negative Declaration, and Change Order No. 1 for the Recycled Water Supply System (PSOMAS) (Project A5 of the Recycled Water Master Plan)" — Item No. D14. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 12:00 p.m. on Tuesday, September 5, 2006 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Joe Mankawich, Associate Engineer. You may contact that staff member at (949) 487-4313 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanivancapistrano.orp. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: council-aaendase-sanivancapistrano.org. Meg Monahan, CMC City Clerk cc: PSOMAS; John W. Elwell, Interim Public Works Director; Joe Mankawich, Associate Engineer Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future ��Printed on 100%Recycled Paper 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675SAM/i 16G117R (949)493-1171 ,/,(i DIANE BEVATO (949)493-1053 FAX • f„�9 10(OR1oulFo DIANE HART 6iRRu3NfR I IB6I WYAT7 HART www.sanjuancapistrano.org 1776 JOE SOTO DAVID M.SWERDLIN September 6, 2006 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On September 5, 2006 the City Council of San Juan Capistrano met regarding: "Consideration of Approval of Plans and Specifications, Mitigated Negative Declaration, and Change Order No. 1 for the Recycled Water Supply System (PSOMAS) (Project A5 of the Recycled Water Master Plan)" Item No. D14. The following action was taken at the meeting: Plans and specifications for the Recycled Water Supply System Project (CIP No. 755), as prepared by PSOMAS and Associates, Inc. approved; the City Clerk directed to advertise the project for public bid Resolution No. 06-09-05-01 adopted approving the project Mitigated Negative Declaration; and Change Order No. 1 to the design contract with PSOMAS, in the amount of$16,075, ratified. The following documents are in the process of being executed: n/a If you have any questions regarding this action, please contact Joe Mankawich, Associate Engineer at 487-4313 for more detailed information. Thank you, Meg Monahan, CMC City Clerk Cc: PSOMAS; John W. Elwell, Interim Public Works Director; Joe Mankawich, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future CJ Printed on AID%Recycled Paper RESOLUTION NO. 06-09-05-01 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING ADOPTION OF A MITIGATED NEGATIVE DECLARATION AND APPROVAL OF PLANS FOR THE RECYCLED WATER SUPPLY SYSTEM, CIP NO. 755. WHEREAS,the Public Works Department has prepared plans forthe Capital Improvement Project No. 755, Recycled Water Supply System on Rancho Viejo Road and such installation is consistent with the recommended water facilities improvements contained in the City Council-adopted Recycled Water Master Plan (RWMP); and, WHEREAS,the proposed project has been processed pursuant to Section 9- 2.337, Public Improvement Plans and Outside Agency Development Review of the Land Use Code; and, WHEREAS, the City of San Juan Capistrano Environmental Administrator has reviewed the initial study prepared pursuant to Section 15063 and 15064 of the CEQA Guidelines; has determined that the project qualifies for issuance of a Mitigated Negative Declaration (MND), has issued a Negative Declaration pursuant to Section 15070 of those guidelines; and has caused a Notice of Negative Declaration to be posted pursuant to Section 15072 of those guidelines. The City has otherwise complied with all applicable provisions of the California Environmental Quality Act (1970) and all recommended mitigation measures have been incorporated herein; and, WHEREAS, The Draft Mitigated Negative Declaration for the City of San Juan Capistrano Capital Improvement Project 755, Recycled Water Supply System Project was made available for public review and comment pursuant to the California Environmental Quality Act (CEQA) Guidelines (Section 15073) for a period of 20 days, commencing on August 14, 2006, and ending on September 4, 2006; and during this review period, the City received comment letters from agencies; and in accordance with CEQA Guidelines Section 15073 (c),the City has evaluated the comments with respect to the proposed project; and, NOW, THEREFORE, BE IT RESOLVED that the City Council hereby makes the following findings based on substantial evidence in the record with respect to compliance with the provisions of the California Environmental Quality Act: Section 1. Pursuant to California Environmental Quality Act (CEQA) Guidelines §15074, the Initial Study/Mitigated Negative Declaration (IS/MND) considers all potentially significant environmental effects of the proposed project and is complete and fully complies with all requirements of CEQA and the Guidelines; and, Page 1 of 4 09/05/2006 Section 2. The project could result in potentially significant air quality impacts as a result of construction-related emissions. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: AQ-1 Vehicular Emissions Control To minimize emissions of criteria pollutants (including carbon monoxide, nitrous oxide, and reactive organic hydrocarbons), all construction equipment and vehicles shall be maintained in good condition and tuned per manufacturers' specifications and per SCAQMD rules. To the satisfaction of the City's project manager, the contractor shall verify that all equipment has been maintained in good working order according to the manufacturer's specifications. To minimize emissions of criteria pollutants (including carbon monoxide, nitrous oxide, and reactive organic hydrocarbons), construction equipment shall be fueled at a specific designated area. If practical, electricity required for construction activities shall be obtained from nearby existing power lines. If temporary power is not readily available, the project will use propane- or butane-powered generators. Diesel- or gasoline-powered generators shall only be used as a last resort. E AQ-2 Fugitive Dust Control y To control fugitive emissions, the construction supervisor shall have the authority 5nd responsibility to implement the following: • Enclose, cover, or water twice daily any exposed soil stockpiles. • Suspend all excavation and soil stock piling operations when instantaneous wind speeds reach 25 mph; and cover all exposed soils. • Cover all trucks hauling sand, dirt, silt or other loose materials. • Sweep adjacent paved roadways at the end of the day if visible soil material is carried over to adjacent paved roads. Section 3. The project could result in potentially significant cultural resources impacts as a result of construction-related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: Cultural Resources According to the General Plan Cultural Resources Element, Figure CR-1 entitled "Locations of Prehistoric and Historic Archeological Resources," the project area is situated outside the primary area of historic resources. However, the City has not been Page 2 of 4 09/05/2006 comprehensively assessed and so, unknown and un-discovered sites may exist beyond the resource area limits established by the Cultural Resources Element. Because the project involves excavation within an area adjoining Trabuco Creek, and because the areas adjoining creeks have served as pre-historic encampments for Native Americans, excavation could potentially disturb sub-surface cultural resources and mitigation is necessary: CR-1: The construction plans and specifications will provide that the contractor shall retain the services of a RPA (Register of Professional Archeologists)-certified archeologist who will monitor all grading and excavation for potential impacts on cultural resources including archeological, paleontological, and historic resources. Also, the contractor will provide an executed contract for services with a RPA-certified archeologist including a scope-of-work which provides for comprehensive monitoring; a contingency for assessment, recovery, and/or evaluation; and the preparation of a technical memoranda or report following the completion of monitoring. CR-2: If during construction, historic and/or cultural resources are encountered, the monitoring RPA archeologist may cease any grading and/or building construction activities, subject to approval by the City's Environmental Administrator (EA), to allow for preliminary assessment, evaluation of any cultural resources, and/or recovery. The archeological monitor or Environmental Administrator (EA) may allow grading activity to proceed at other locations on the project site which would not interfere with the assessment of uncovered cultural resources. CR-3: The construction plans and specifications will provide for the archeological monitor to prepare and submit a technical memorandum or cultural resources report which details archeological monitoring efforts, findings, analysis, and conclusions consistent with City Council Policy #601 and subject to review and approval of the City's Historic Preservation Manager. NOW,THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of San Juan Capistrano does hereby make the following findings with respect to General Plan consistency: Section 1. The proposed project is consistent with the policies and objectives of the General Plan, specifically, the Public Services & Utilities Element because the proposed waterline replacement will ensure that the City maintains the ability to provide the required high- quality and dependable water service to the community. Section 2. The proposed project is consistent with the City Council adopted Recycled Water Master Plan (RW MP)which identifies the replacement of the existing waterline (Project)to provide Page 3 of 4 09/05/2006 necessary higher levels of water service to existing and proposed developments located in the surrounding area. NOW,THEREFORE, BE IT FURTHER RESOLVED,that the City Council of the City of San Juan Capistrano does hereby recommend adoption of a Mitigated Negative Declaration subject to the mitigation measures contained herein; further recommends approval of the project construction plans and specifications for the proposed project. PASSED, APPROVED AND ADOPTED this 5th day of September, 2006, DAVID KA, SWEFtDLIN, MA'?OFt ATTEST: AR ARET R. MONAHAN,/(CITY—CLERK STATE OF CALIFORNIA ) COUNTY OF ORANGE ) Ss. CITY OF SAN JUAN CAPISTRANO ) I, MARGARET R. MONAHAN, appointed City Clerk of the City of San Juan Capistrano, do hereby certify that the foregoing Resolution No.06-09-05-01 was duly adopted bythe City Council of the Cityof San Juan Capistrano at a Regular meeting thereof, held the 5t'day of September 2006, by the following vote: AYES: COUNCIL MEMBERS: Hart, Bathgate, Allevato, Soto and Mayor Swerdlin NOES: COUNCIL MEMBER: None ABSENT: COUNCIL MEMBER: None I GARET R. MONAHAN, City Clerk Page 4 of 4 09/05/2006 CITY OF SAN JUAN CAPISTRANO, CALIFORNIA PUBLIC WORKS DEPARTMENT NOTICE TO BIDDERS, PROPOSAL, CONTRACT, SPECIFICATIONS, AND SPECIAL PROVISIONS FOR CONSTRUCTION OF THE: RECYCLED WATER SUPPLY SYSTEM PROJECT CITY PROJECT NO. 755 IN THE CITY OF SAN JUAN CAPISTRANO July 2006 unnutm • aunu�o I 1961 1776 Kathleen Springer, Public Works Director Bids Open: 00 September 20_ Dated: 00 September 20_ CITY PROJECT NO., 755 The Specifications contained herein have been prepared by, or under the direct supervision of, the following Registered Civil Engineer: WESsio �PEL Mike Swan Project Manager w m mas Col Engineer C 25737 No. 25737 Exp, 12-31-0 F OF CA�\F Approved by: Nasser Abbaszadeh, PE City Engineer Civil Engineer C 39370 %)0) M.�SAN3]01 Wwatres\Specincae onsMUsi9n i.doc SIGNATURE PAGE JWy 2006 NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND SPECIAL PROVISIONS TABLE OF CONTENTS PART I -- BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS Notice Inviting Bids Instructions to Bidders Bid Forms Bid (Proposal) Bid Schedule List of Subcontractors Non-collusion Affidavit Bidder's General Information Bid Bond (Bid Security Form) Agreement and Bonds Agreement Form Worker's Compensation Certificate Performance Bond Payment Bond Certificate of Insurance PART 11—AMENDMENTS TO STANDARD SPECIFICATIONS Section 1-2 - Definitions Section 2-4 - Scope and Control of Work Section 3-2 - Changes and Extra Work Section 4-1 -Trade Names or Equals Section 5-7 - Existing Underground Utilities Section 6-9 - Liquidated Damages Section 7-13 - Laws to be Observed Section 9-3 - Payment PART III --SPECIAL PROVISIONS Section 1 - Terms, Definitions, Abbreviations, Units of Measure, and Symbols Section 2 - Scope and Control of Work Section 3 - Changes in Work Section 4 - Control of Materials Section 5 - Utilities Section 6 - Prosecution, Progress, and Acceptance of the Work Section 7 - Responsibilities of the Contractor Section 8 - Facilities for Agency Personnel Section 9 - Measurement and Payment Section 10 - Construction Details PART IV —APPENDICES APPENDIX "A" Standard Drawings ,; APPENDIX "B" Capistrano Valley Water District Standard Specifications SPECIAL PROVISIONS M ySAN37oiooe- tms\Sve=it�atons\osF-vano.doc 2006 GENERAL CONTENTS PAGE CITY OF SAN JUAN CAPISTRANO NOTICE INVITING BIDS For constructing Project No. 755 N-1. NOTICE IS HEREBY GIVEN that sealed bids for the Recycled Water Supply System Project will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2 pm on 00 Aug 2001 at which time they will be opened and read aloud. N-2 DESCRIPTION OF THE WORK: The Work comprises the construction of a 12-inch recycled water pipeline and a 16-inch domestic water pipeline for the City of San Juan Capistrano. N-3 LOCATION OF THE WORK: The Work to be constructed is located at Rancho Viejo Road between Via Escolar and Mission Hills Drive in the City of San Juan Capistrano, CA. N-4 COMPLETION OF THE WORK: Time is of the essence. All work must be completed within 120 working days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. N-5 AWARD OF CONTRACT: (a) The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder and reject all other bids, as it may best serve the interest of the City. (b) As a condition of award, the successful bidder will be required to submit payment and performance bonds and insurance in an amount of 100 percent of the contract price. N-6 BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of San Juan Capistrano. N-7 BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of 60 calendar days after the date of Bid opening. N-8 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class Contractor license at the time of submitting bids. N-9 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined bythe Director of the Departmnent W\2SAN370 t 00%w tres\Specifications\05U-030$td,doc NOTICE INVITING BIDS July 2006 PAGE 3 of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is on file at the office of the City. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. N-10 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. N-11 PRE-BID VISIT TO WORK SITE: Prospective bidders are invited to attend a pre-bid walk through of the proposed work site and existing facilities which will be conducted by the City at 10 am on 2006. N-12 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a)Contract Documents may be inspected without charge at the City Hall, Department of Public Works, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (b) Complete sets of said Contract Documents may be purchased at $000 dollars per set and are obtainable from the office of the City Hall, Department of Public Works, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. No refund will be made of any charges for sets of Contract Documents. (c) An additional fee of15.00 will be charged for sets of documents sent by mail. N-13 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed to the City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 91362. The envelope shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "Bid For.." followed by the Project title, date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. BY ORDER OF THE CITY OF SAN JUAN CAPISTRANO Date CITY OF SAN JUAN CAPISTRANO By Meg Monahan, CMC City Clerk M t2SAN37010ONwatres\Specifications\06U-030std.doc NOTICE INVITING BIDS JWy 2006 PAGE 4 CITY OF SAN JUAN CAPISTRANO INSTRUCTIONS TO BIDDERS I. DEFINED TERMS -Terms used in these 4. BIDDER'S EXAMINATION OF Instructions to Bidders and the Notice Inviting Bids CONTRACT DOCUMENTS AND THE SITE-(a)It and not defined herein shall have the meanings is the responsibility of each Bidder before assigned to them in the Standard Specifications submitting a Bid to examine the Contract and Special Provisions. The term "Bidder" shall Documents thoroughly; visit the site to become mean one who submits a Bid directly to the City, familiar with local conditions that may affect cost, as distinct from a sub-bidder,who submits a Bid to progress, or performance of the Work; consider a Bidder. The term"Engineer"shall be as defined federal, state, and local laws and regulations that in the Standard Specifications or Special may affect cost, progress, or performance of the Provisions. Work; study and carefully correlate the Bidder's observations with the Contract Documents; and 2. COMPETENCY OF BIDDERS - (a) In notify the Engineer of all conflicts, errors, or selecting the lowest responsive, responsible discrepancies noted in the Contract Documents. Bidder, consideration will be given not only to the financial standing of the Bidder, but also to the (b) Reference is made to the Special general competency of the Bidder for the Provisions for identification of those reports of performance of the Work covered by the Bid. To explorations and tests of subsurface conditions at this end, each Bid shall be supported by a the site which may have been utilized by the statement of the Bidder's experience as of recent Engineer in the preparation of the Contract date on the form entitled "Bidder's General Documents. However, such reports are NOT a Information," bound herein. part of the Contract Documents. The interpretation of such technical data, including any (b) Except as otherwise provided under interpolation or extrapolation thereof,together with Public Contract Code §20103.5, no Bid for the non-technical data, interpretations, and opinions Work will be accepted from a contractor who does contained therein or the completeness thereof is not hold a valid contractor's license in the State of the responsibility of the Bidder. California for the classifications named in the Notice Inviting Bids at the time of opening Bids. (c) Copies of such reports and drawings will be made available for inspection by the City to (c) Whenever required by the Special any Bidder upon request. Those reports and Provisions, subject to the provisions of Public drawings are NOT part of the Contract Contract Code Section 20101, the apparent low Documents, but any technical data contained bidder, within 5 days after bid opening date, shall therein upon which the Bidder is entitled to rely is provide a certified copy to the City of the limited to that set forth in the Special Provisions. standardized questionnaire and financial statement on a form specified by the City, including a (d) Subject to the provisions of Section complete statement of the prospective Bidder's 4215 of the California Government Code, experience in performing public works. information and data reflected in the Contract Documents with respect to underground utilities at 3. DISQUALIFICATION OF BIDDERS - or contiguous to the site is based upon information More than one Bid from an individual, firm, and data furnished to the City and the Engineer by partnership, corporation, or association under the the owners of such underground utilities or others, same or different names will not be considered. If and the City does not assume responsibility for the the City believes that any Bidder is interested in accuracy or completeness thereof unless it is more than one Bid for the Work contemplated, all expressly provided otherwise in the Special Bids in which such Bidder is interested will be Provisions. rejected. If the City believes that collusion exists among the Bidders, all Bids will be rejected. (e) Provisions concerning responsibilities Bidders on subsurface conditions, underground for the adequacy of data furnished to prospective utilities and other physical conditions,and possible M:\2 AN370100\w Cres\Specifications\06U-1021nst.doc July 2006 INSTRUCTIONS TO BIDDERS PAGE 6 changes in the Contract Documents due to FAXed, or delivered to all parties recorded by the differing conditions appear in the Standard Engineer or the City as having received the Specifications and Special Provisions. Contract Documents. Questions received less than 7 days prior to the date of opening Bids may (f) Before submitting a Bid, each Bidder not be answered. Only questions that have been must, at Bidder's own expense, make or obtain resolved by formal written Addenda will be binding. any additional examinations and investigations Oral and other interpretations or clarifications will which pertain to the physical conditions (surface, be without legal or contractual effect. subsurface, and underground utilities) at or contiguous to the site or otherwise which may 6. BID SECURITY, BONDS, AND affect cost, progress, or performance of the Work INSURANCE-Each Bid shall be accompanied by and which the Bidder deems necessary to a certified or cashier's check or approved Bid determine its Bid for performing the Work in Bond in the amount stated in the Notice Inviting accordance with the time, price, and other terms Bids. Said check or bond shall be made payable to and conditions of the Contract Documents. the City and shall be given as a guarantee that the Bidder, if awarded the Work, will enter into an (g) Where feasible, upon request in Agreement with the City and will furnish the advance,the City will provide each Bidder access necessary insurance certificates, Payment Bond, to the site to conduct such investigations and tests and Performance Bond. Each of said bonds and as each Bidder deems necessary for submittal of a insurance certificates shall be in the amounts Bid. The Bidder shall fill all exploration and test stated in the General and Supplementary holes made by the Bidder and shall repair Conditions of the Contract. In case of refusal or damage, clean up, and restore the site to its failure of the successful Bidder to enter into said former condition upon completion of such Agreement, the check or Bid Bond, as the case exploration. may be, shall be forfeited to the City pursuant to the provisions of Public Contract Code Section (h) The lands upon which the Work is to 20174. If the Bidder elects to furnish a Bid Bond be performed,the rights-of-way and easements for as its security, the Bidder shall use the Bid Bond access thereto,and other lands designated for use form bound herein,or one conforming substantially by the Contractor in performing the Work are to it in form. identified in the Contract Documents. All additional lands and access thereto required for 7, RETURN OF BID SECURITY-Within 14 temporary construction facilities or storage of days after award of the Contract, the City will materials and equipment are to be provided bythe return all bid securities accompanying such of the Contractor. Easement for permanent structures or Bids that are not considered in making the award. permanent changes in existing structures will be All other Bid securities will be held until the obtained and paid for by the City unless otherwise Agreement has been finally executed. They will provided in the Contract Documents. then be returned to the respective Bidders whose Bids they accompany. (i)The submittal of a Bid will constitute an incontrovertible representation by the Bidder that 6, BID FORM -The Bid shall be made on the the Bidder has complied with every requirement of Bid Schedule sheets bound herein. Unless this Article; that without exception the Bid is otherwise provided in the Notice Inviting Bids, in premised upon performing the Work required by the event there is more than one Bid Schedule,the the Contract Documents and such means, Bidder may Bid on any individual schedule or on methods,techniques,sequences,or procedures of any combination of schedules. All bid items shall construction as may be indicated in or required by be properly filled out. Where so indicated in the the Contract Documents; and that the Contract Bid Documents, Bid price shall be shown in words Documents are sufficient in scope and detail to and figures, and any conflict between the words indicate and convey understanding of all the terms and figures,the words shall govern.The envelope and conditions for performance of the Work. enclosing the sealed bids shall be plainly marked 5. INTERPRETATIONS-All questions about in the upper left-hand corner with the name and the meaning or intent of the Contract Documents address of the Bidder and shall bear the words are to be directed to the Engineer. Interpretations "BID FOR," followed by the title of the Contract or clarifications considered necessary by the Documents for the Work, the name of the "CITY Engineer in response to such questions will be OF San Juan Capistrano,"the address where the resolved by the issuance of Addenda mailed, bids are to be delivered or mailed to, and the date M:QSAN31010o�watrestspeclrcatlonsNoeu-102nst.doc INSTRUCTIONS TO BIDDERS July 2006 PAGE 7 and hour of opening of bids. The Bid Security 12. WITHDRAWAL OF BID-The Bid may be shall be enclosed in the same envelope with the withdrawn by the Bidder by means of a written Bid. request, signed by the Bidder or it's properly authorized representative. Such written request 9. SUBMITTAL OF BIDS-The Bids shall be must be delivered to the place stipulated in the delivered by the time and to the place stipulated in Notice Inviting Bids prior to the scheduled closing the Notice Inviting Bids. It is the Bidder's sole time for receipt of Bids. responsibility to see that its Bid is received in proper time. Bids will not be accepted after the 13. MODIFICATIONS AND UNAUTHORIZED appointed time for opening of bids, no matter what ALTERNATIVE BIDS - Unauthorized conditions, the reason. limitations, or provisos attached to the Bid will render it informal and will cause its rejection as 10. DISCREPANCIES IN BIDS - In the event being non-responsive. The completed Bid forms that there is more than one Bid Item in the Bid shall be without interlineation, alterations, or Schedule, the Bidder shall furnish a price for all erasures. Alternative Bids will not be considered . Bid Items in the schedule, and failure to do so will unless expressly called for in the Notice Inviting render the Bid as non-responsive and may cause Bids. Oral, FAX,telegraphic,or telephone Bids or its rejection. In the event that there are unit price modifications will not be considered. Bid Items in a Bid Schedule and the "amount" indicated for a unit price Bid Item does not equal 14. LIQUIDATED DAMAGES-Provisions for the product of the unit price and quantity listed,the liquidated damages, if any, shall be as set forth in unit price shall govern and the amount will be the Agreement and the provisions of the General corrected accordingly,and the Contractor shall be and Supplementary General Conditions. bound by such correction,subject to the provisions of Section 5100 at seq. of the California Public 15. SUBSTITUTE OR"OR-EQUAL"ITEMS- Contract Code. In the event that there is more The Work, if awarded, will be on the basis of than one Bid Item in a Bid Schedule and the total materials and equipment described in the indicated for the schedule does not agree with the Drawings or specified in the Specifications without sum of prices Bid on the individual items, the consideration of possible substitute or "or-equal" prices bid on the individual items shall govern and items. Whenever it is indicated in the Drawings or the total for the schedule will be corrected specified in the Special Provisions that a substitute accordingly, and the Contractor shall be bound by or"or-equal"item of material or equipment may be said correction, subject to the provisions of Section furnished or used by the Contractor if acceptable 5100 et seq. of the California Public Contract to the Engineer, application for such acceptance Code. may be considered by the Engineer pursuant to the provisions of Public Contract Code Section 11. QUANTITIES OF WORK - (a) The 3400. The procedure for submittal of any such quantities of work or material stated in unit price application by the Contractor and consideration by items of the Bid are supplied only to give an the Engineer shall be as specified in the Standard indication of the general scope of the Work; the Specifications or Special Provisions. City does not expressly or by implication agree that the actual amount of work or material will 16. AWARD OF CONTRACT - Award of correspond therewith. Contract, if it is awarded,will be based primarily on (b) In the event of an increase or decrease the lowest overall cost to the City, and will be in a bid item quantity of a unit price contract, the made to a responsive, responsible Bidder whose total amount of work actually done or materials or Bid complies with all the requirements prescribed. equipment furnished shall be paid for according to Unless otherwise specified, any such award will the unit prices established for such work under the be made within the period stated in the Notice Contract Documents; provided, that on unit price Inviting Bids that the Bids are to remain open, contracts, increases of more than 25 percent, unless extended by mutual agreement of the decreases of more than 25 percent, and bidders. Unless otherwise indicated, a single eliminated items shall be adjusted as provided in award will not be made for less than all the Bid the General and Supplementary General Items of an individual Bid Schedule. In the event Conditions of the Contract. the Work is contained in more than one Bid Schedule, the City may award schedules individually or in combination. In the case of 2 or M TSAN370100\ Cres\Specifications%06U-1021nst.doc Jury 2006 INSTRUCTIONS TO BIDDERS PAGE 8 more Bid Schedules which are alternative to each other, only one of such alternative schedules will be awarded. 17. EXECUTION OF AGREEMENT - The Bidder to whom award is made shall execute a written Agreement with the City on the form of agreement provided, shall secure all insurance, and shall furnish all certificates and bonds required by the Contract Documents within 15 calendar days after receipt of the Agreement forms from the City. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for an annulment of the award and forfeiture of the Bid Security. If the lowest responsive, responsible bidder refuses or fails to execute the Agreement, the City may award the Contract to the second lowest responsive, responsible Bidder. If the second lowest responsive, responsible Bidder refuses or fails to execute the Agreement,the City may award the Contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement, each such bidder's Bid Securities shall be likewise forfeited to the City. 18. WORKER'S COMPENSATION REQUIREMENT - The Bidder should be aware that in accordance with laws of the State of California,the Bidder will, if awarded the Contract, be required to secure the payment of compensation to its employees and execute the Worker's Compensation Certification. - END OF INSTRUCTIONS TO BIDDERS - MnSAN9701Mwatres�SpeclllceeonsMU-1021nst.doc INSTRUCTIONS TO BIDDERS dmy zoos PAGE 9 BID SCHEDULE RANCHO VIEJO ROAD RECYCLED AND DOMESTIC WATER PIPELINES CITY PROJECT NO. 755 GENERAL ITEMS Item Description Estimated Unit Unit Amount No. Quantity Price 1 Mobilization of construction equipment, construction facilities and obtaining required 1 LS $ $ permits, bonds, and insurance and submittal of a preliminary construction schedule. 2 Sheeting, shoring and bracing or equivalent method conforming to applicable safety 1 LS $ $ orders 3 Demobilization of construction equipment 1 LS $ $ and construction facilities. 4 Provide traffic control as required by the 1 LS $ $ City. 5 Remove curb, gutter, and sidewalk 200 LF $ $ 6 Replace asphalt concrete pavement per 75,300 SF $ $ CVWD Standard Specifications and Drawings 7 Remove, haul, and dispose of existing 75,300 SF $ $ pavement 8 Replace curb, gutter, and sidewalk 200 LF $ $ 9 Preparation of Safety Plan 1 LS $ $ 10 Pothole and survey existing utilities for horizontal location prior to construction of 19 EA $ $ new waterlines 11 Provide record drawings as specified in the 1 LS $ $ Special Provisions SUB TOTAL GENERAL ITEMS $ UNIT PRICE BID SCHEDULE M:pSAN370100\w Cres\Specifications\BIESchedule.doc BID FORMS July 2006 PAGE 1 12" RW PIPELINE Item Description Estimated Unit Unit Amount No. Quantity Price 12 Furnish and install 12-inch dia. PVC pipe, 7,530 LF $ $ C-900, Class 200, purple 13 Furnish and install 12-inch dia. steel pipe, class 200, epoxy lined and coated per 270 LF $ $ construction plans and details for above- round installation on the bridge. 14 Furnish and install 12" connection 1 LS $ $ assemblies at beginning and end of construction of recycled water pipeline 15 Furnish and install 12" gate valves per the CVWD Standard Specifications and 15 EA $ $ Drawings 16 Furnish and install Air and Vacuum Relief 6 EA $ $ Valve Assemblies per CVWD Standard Specifications and Drawings 17 Furnish and install 2" Blow Offs per CVWD 8 EA $ $ Standard Drawing 18 Furnish and install 2" service connection 4 EA $ $ laterals from the 12" recycled water pipeline per CVWD Standard Drawings 19 Furnish and install 1.5 service connection 1 EA $ $ laterals from the 12" recycled water pipeline per CVWD Standard Drawings 20 Replace traffic loops, and signal wiring and 1 LS $ $ conduits that are damaged during construction SUB TOTAL 12" RECYCLED WATER PIPELINE $ 1 $ UNIT PRICE BID SCHEDULE M�SAN370100\walres\Specifications\Bid S&h dOeAtlo BID FORMS July 2006 PAGE 16" DW PIPELINE Item Description Estimated Unit Unit Amount No. Quantity Price 22 Furnish and install connection assemblies 3 LS $ $ for the 16" domestic water pipeline 23 Furnish and install 16-inch-dia PVC pipe, C- 905, Class 200, including trenching and 3,750 LF $ $ backfill. 24 Furnish and install 16"gate valves per the 15 EA $ $ CVWD Standard Specifications and Drawings 25 Furnish and install Air and Vacuum Relief Valve Assemblies per CVWD Standard 6 EA $ $ Specifications and Drawings 26 Furnish and install 2" Blow Offs per CVWD 8 EA $ $ Standard Drawing 27 Perform chlorination and services for disinfection of the 16" domestic waterline 1 LS $ $ per the City's Standard Specifications 28 Perform hydrostatic testing for the 12" recycled water pipeline per,the CVWD 1 LS $ $ Standard Specifications SUB TOTAL 16" DOMESTIC WATER PIPELINE I $ METERING VAULT Item Description Estimated Unit Unit Amount No. Quantity Price 29 Furnish and install precast concrete metering vault and equipment including 1 LS $ $ meter, valves, electrical, ventilation piping, and all other appurtenances per the construction drawings SUB TOTAL METERING VAULT $ $ TOTAL OF ALL ITEMS OF THE BID SCHEDULE: (Price In figures) (Price In words) UNIT PRICE BID SCHEDULE M d2SAN3701oo\w tres\Spedf[mtions�id Schedule.doc �ulv 2006 BID FORMS PAGE 3 The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City of San Juan Capistrano does not expressly nor by implication agree that the actual amounts of work or material will correspond therewith,and reserves the right after award to increase or decrease the quantity of any unit price bid item, by an amount up to 25 percent of increase or decrease, without a change in the unit prices, and shall have the right to delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work. Name of Bidder or Firm: UNIT PRICE BID SCHEDULE M USAN3701 Mwatres�specircarons�eid scheduie.doc BID FORMS Jury 2006 PAGE 4 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS PART II -- AMENDMENTS TO STANDARD SPECIFICATIONS TABLE OF CONTENTS Section 1-2 - Definitions Section 2-4 - Contract Bonds Section 2-5 - Plans and Specifications Section 2-7 - Subsurface Data Section 2-10 - Authority of the Engineer Section 2-11 - Inspection Section 3-2 - Changes in Work Section 3-3 - Extra Work Section 4-1 - Trade Names or Equals Section 5-7 - Existing Underground Utilities Section 6-9 - Liquidated Damages Section 7-13 - Laws to be Observed Section 9-3 - Payment AMkND FORMAT F PART II --SPECIAL PROVISIONS 21F-Pe ..Pd 115eptem er2001 GENERAL CONTENTS - PAGE 1 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS AMENDMENTS TO THE STANDARD SPECIFICATIONS Based on APWA "GreenbooK' Standard Specifications for Public Works Construction 2000 Edition GENERAL The following Amendments and Special Provisions shall be used in conjunction with the 2000 Edition of APWA "GreenbooK' Standard Specifications for Public Works Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following amendments to the Standard Specifications are made a part of this Contract and supersedes any conflicting provisions of the Standard Specifications. Each amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. AMENDMENTS TO THE STANDARD SPECIFICATIONS SECTION 1-2 DEFINITIONS. Wherever in the 2-5.2 Precedence of Contract Standard Specifications the following terms are Documents.In resolving disputes resulting used, the definitions shall be amended to read: from conflicts, errors, or discrepancies in any of the Contract Documents, the Agency - The City of San Juan document highest in precedence shall Capistrano, a general law city organized control. The order of precedence shall be and existing in the County of Orange, as follows: State of California, hereinafter called the Owner. 1. Amendments to Agreement (includes Change Orders) Engineer- The City Engineer of the City 2. Agreement(including attached Bid of San Juan Capistrano, California. Exhibits A and B) 3. Special Provisions Liquidated Damages - The amount 4. Addenda to Notice Inviting Bids prescribed in the Agreement, pursuant to 5. Notice Inviting Bids the authority of Government Code Section 6. Instructions to Bidders 53069.85,to be paid to the Owner or to be 7. Plans (Contract Drawings) deducted from any payments due, or to 8. Amendments to Standard become due, the Contractor for each Specifications day's delay in completing the whole or any 9. Standard Specifications specified portion of the Work beyond the 10. Standard Plans time allowed in the Special Provisions. 11. Reference Documents Standard Plans-The Standard Drawings With reference to the Drawings, the order and the Special Drawings of the Owner: of precedence shall be as follows: Owner-The Owner shall be the Agency, 1. Figures govern over scaled as defined above. dimensions 2. Detail drawings govern over SECTION 2-4 CONTRACT BONDS. general drawings 2-4 "Contract Bonds" of the Standard 3. Addenda or Change Order Specifications is amended by adding the following drawings govern over Contract paragraph" Drawings 4. Contract Drawings govern over The Contractor shall ensure that the Standard Drawings Bonding Company is familiar with all of 5. Contract Drawings govern over the terms and conditions of the Contract Shop Drawings Documents, and shall obtain a written acknowledgment by the Bonding SECTION 2-5 PLANS AND SPECIFICATIONS. Company that said Bonding Company 2-5.3.2 "Shop Drawings" of the Standard thereby waives the right of special Specifications is amended by adding the following notification of any changes or two paragraphs: modifications of the Contract, or of extensions of time, or of decreased or On lump sum contracts the Contractor increased Work, or of cancellation of the shall submit, for approval by the Engineer, Contract, or of any other act or acts by the a Schedule of Values, or lump sum price Agency or any of its authorized breakdown, which will serve as the basis representatives. for progress payments and shall be incorporated into a form of Application for 2-5 PLANS AND SPECIFICATIONS. Payment acceptable to the Engineer. 2-5.2,"Precedence of Contract Documents',of the Standard Specifications is amended to read: APwA FORMAT STANDARD SPECIFICATIONS 22f-Am ndment."d 12 September 2001 AMENDMENT 2000- PAGE 2 Such Schedule of Values shall be submitted for approval at the The Engineer shall have the authority to Preconstruction Conference and must decide all conflicts which may arise as to meet the approval of the Engineer before (1) the quality or acceptability of the any payments can be made to the materials or equipment furnished, (2) the Contractor. performance of the Work, (3) the manner of performance and rate of progress of the SECTION 2-7 SUBSURFACE DATA. Work, (4) the interpretation of the Plans, 2-7 "Subsurface Data"of the Standard Specifications, and Special Provisions, (5) Specifications is amended by renumbering as the acceptable fulfillment of the Contract on Subsection 2-7.1 and by adding the following the part of the Contractor, and (6) Subsections 2-7.2 to 2-7.5, inclusive: compensation of the Contractor. The Engineer's decision shall be final,and he or 2-7.2 Limited Reliance by Contractor. she shall have the authority to enforce and - Soils reports and other reports of make effective such decisions and orders subsurface conditions may be made which the Contractor may fall to carry out available for inspection by the Contractor. promptly. HOWEVER, SUCH REPORTS AND DRAWINGS ARE NOT CONTRACT SECTION 2-11 INSPECTION. DOCUMENTS. The Contractor may rely 2-11 "Inspection"of the Standard Specifications is upon the general accuracy of the amended by adding the following two paragraphs: "technical data"contained in such reports and drawings only where such "technical The Engineer shall have complete and safe data" are specifically identified in the access to the Work at all times during Special Provisions. Except for such construction, and shall be furnished with reliance on such 'technical data," the every reasonable facility for ascertaining Contractor may not rely upon or make any that the materials and the workmanship are claim against the Owner, the Engineer, in accordance with the Specifications, the nor any of the Engineer's Consultants with Special Provisions, and the Plans. All respect to any of the following: labor, materials, and equipment furnished shall be subject to the Engineer's 2.7.3 Completeness. - The inspection. completeness of such reports and When the Work is substantially completed, drawings for Contractor's purposes, a representative of the Engineer will make including, but not limited to, any aspects the final inspection. of the means, methods, techniques, sequences, and procedures of SECTION 3-2 CHANGES INITIATED BY THE construction to be employed by Contractor AGENCY. and safety precautions and programs 3-.2.1 :General" of the Standard Specifications is incident thereto, or amended by adding the following Paragraph 3-2.1.1 2.7.4 Other Information. - Any other 3-2.1.1 Procedure and Protest. A Contract data, interpretations, opinions, and change order approved by the Engineer may be information contained in such reports or issued to the Contractor at any time. Should the shown or indicated in such drawings, or Contractor disagree with any terms or conditions set forth in an approved Contract Change Order not 2.7.5 Interpretation. - Any executed by the Contractor, the Contractor shall interpretation by the Contractor of such submit a written protest to the Engineer within 15 "technical data," or any conclusion drawn days after the receipt of the approved Contract from any "technical data" or any such Change Order. The protest shall state the points of data, interpretations, opinions or disagreement and, if possible, the contract information." specification references, quantities, and costs involved. If a written protest is not SECTION 2-10 AUTHORITY THE ENGINEER 2-10 "Authority of Board and Engineer" of the Standard Specifications is amended by adding the following paragraph: submitted, payment will be made as set forth in the approved contract Change APwA FORMAT F STANDARD SPECIFICATIONS 12 Septembem_01 AMENDMENT 2000- PAGE 3 12 September 2001 Order, and that payment shall constitute 3-2.2 Payment. The provisions of Paragraphs 3- full compensation for all work included 2.2.1, 3-2.2.2, and 3-2.2.3 of the Standard therein or required thereby. Unprotested Specifications are deleted and the replaced by the approved Contract Change Orders will be following Paragraphs 3-2.2.1 to 3-2.2.5, inclusive: considered as executed Contract Change Orders as that term is used in Paragraphs 3-2.2.1 Increased or Decreased 3-2.2.1 to 3-2.2.5 Quantities. Increases or decreases in the Where the protest concerning an quantity of a contract item of work will be approved Contract Change Order relates determined by comparing the total pay to compensation, the compensation quantity of that item of work with the payable for all work specified or required Engineer's Estimate therefor. by that Contract Change Order to which If the total pay quantity of any item of the protest relates will be determined as work required under the contract varies provided in Paragraphs 3-2.2.1 to 3-2.2.5, from the Engineer's Estimate therefor by inclusive. The Contractor shall keep full 25 percent or less, payment will be made and complete records of the cost of that for the quantity of work of the item work and shall permit the Engineer to performed at the contract unit price have access thereto as maybe necessary therefor, unless eligible for adjustment to assist in determination of the pursuant to Paragraph 3-2.2.5, "Changes compensation payable for that work. in Character of Work." Where the protest concerning an If the total pay quantity of any item of approved Contract Change Order relates work required under the contract varies to the adjustment of Contract time for from the Engineer's Estimate therefor by completion of the Work, the time to be more than 25 percent, in the absence of an allowed therefor will be determined as executed contract change order specifying provided in Section 6-9 "Liquidated the compensation to be paid,. the Damages." compensation payable to the Contractor Proposed Contract Change Orders may will be determined in accordance with be submitted to the Contractor for Paragraphs 3-2.2.2, 3-2.2.3,or 3-2.2.4, as consideration prior to approval by the the case may be. Engineer. If the Contractor signifies acceptance of the terms and conditions of 3-2.2.2 Increases of More Than 25 the proposed Contract Change Order by Percent. On a unit price Contract, should executing the document and if the Change the total pay quantity of any item of work Order is approved by the Engineer and required under the contract exceed the issued to the Contractor, payment in Engineer's Estimate therefor by more than accordance with the provisions as to 25 percent, the work in excess of 125 compensation therein set forth shall percent of the estimate and not covered by constitute full compensation for all work an executed contract change order included therein or required thereby. A specifying the compensation to be paid Contract Change Order executed by the therefor will be paid for by adjusting the Contractor and approved by the Engineer contract unit price,as hereinafter provided, is an executed Change Order as that term or at the option of the Engineer, payment is used in Paragraphs 3-2.2.1 to 3-2.2.5, for the work involved in the excess will be inclusive.An approved Change order shall made on the basis of force account as supersede a proposed but unapproved provided in Paragraph 3-3.2 . Contract Change Order covering the The adjustment of the contract unit price same work. will be the difference between the contract The Engineer may provide for an unit price and the actual unit cost, which adjustment of compensation as to a will be determined as hereinafter provided, Contract item of work included in a of the total pay quantity of the item. If the Contract Change Order determined as costs applicable to the item of work include provided in Paragraphs 3-2.2.1 to 3-2.2.5, fixed costs, the fixed costs will be deemed inclusive, if that item of work is eligible for to have been recovered by the Contractor an adjustment of compensation by the payments made for 125 percent of hereunder, the Engineer's Estimate of the quantityfor the item, and in computing the actual unit APWA FORMAT F STANDARD SPECIFICATIONS 226Amendmem.w d 12 September 2001 AMENDMENT 2000- PAGE 4 cost, the fixed costs will be excluded. Engineer's Estimate of the quantity for the Subject to the above provisions,the actual item at the original contract unit price. unit cost will be determined by the Engineer in the same manner as if the 3-2.2.4 Eliminated Items on Unit Price work were to be paid for on a force Contracts. On unit price contracts,should account basis as provided in Subsection any contract item of the work be eliminated 3-3.2; or the adjustment will be as agreed in its entirety, in the absence of an to by the Contractor and the Engineer. executed contract change order covering When the compensation payable for the elimination, payment will be made to the number of units of an item of work the Contractor for actual costs incurred in performed in excess of 125 percent of the connection with the eliminated contract Engineer's Estimate is less than $5000 at item if incurred prior to the date of the applicable contract unit price, the notification in writing by the Engineer of the Engineer reserves the right to make no elimination. adjustment in the contract unit price if the If acceptable material is ordered by the Engineer so elects, except that an Contractor for the eliminated item prior to adjustment will be made if requested in the date of notification of the elimination by writing by the Contractor. the Engineer,and if orders for that material cannot be canceled, the material will be 3-2.2.3 Decreases of More Than 25 paid for at the actual cost to the Contractor. Percent. On unit price contracts, should In this case, the material paid for shall the total pay quantity of any item of work become the property of the State, and the required under the contract be less than actual cost of any further handling will be 75 percent of the Engineer's Estimate paid for. If the material is returnable to the therefor, an adjustment in compensation vendor and if the Engineer so directs, the pursuant to this Section will not be made material shall be returned and the unless the Contractor so requests in Contractor will be paid for the actual cost of writing. If the Contractor so requests, the charges made by the vendor for returning quantity of the item performed, unless the material. The actual cost of handling covered by an executed contract change returned material will be paid for. order specifying the compensation The actual costs or charges to be paid payable therefor, will be paid for by by the Owner to the Contractor as provided adjusting the contract unit price as in this Paragraph 3-2.2.4 will be computed hereinafter provided, or at the option of in the same manner as if the work were to the Engineer, payment for the quantity of be paid for on a force account basis as the work of the item performed will be provided in Subsection 3-3.2. made on the basis of force account as provided in Subsection 3-3.2; provided 3-2.2.5 Changes in Character of Work. however, that in no case shall the If an ordered change in the plans or payment for that work be less than that specifications materially changes the which would be made at the contract unit character of the work of a contract item price. from that on which the Contractor based The adjustment of the contract unit the bid price, and if the change increases price will be the difference between the or decreases the actual unit cost of the contract unit price and the actual unit cost, changed item as compared to the actual or which will be determined as hereinafter estimated actual unit cost of performing the provided, of the total pay quantity of the work of that item in accordance with the item, including fixed costs. The actual plans and specifications originally unit cost will be determined by the applicable thereto, in the absence of an Engineer in the same manner as if the executed contract change order specifying work were to be paid for on a force the compensation payable, an adjustment account basis as provided in Subsection in compensation therefor will be made in 3-3.2; or the adjustment will be as agreed accordance with the following. to by the Contractor and the Engineer. The basis of the adjustment in The payment for the total pay quantity compensation will be the difference of the item of work will in no case exceed the payment which would be made for the performance of 75 percent of the APwA FORMAT STANDARD SPECIFICATIONS 22t-Amendm nl.wpd AMENDMENT 2000- PAGE 5 12 September 2001 between the actual unit cost to perform contract change order or other written order the work of that item or portion thereof of the Engineer, and in the absence of an involved in the change as originally approved contract change order or other planned and the actual unit cost of written order of the Engineer the Contractor performing the work of the item or portion shall not be entitled to payment for the extra thereof involved in the change, as work. changed. Actual unit costs will be Payment for extra work required to be determined by the Engineer in the same performed pursuant to the provisions in this manner as if the work were to be paid for Section 3-3, in the absence of an executed on a force account basis as provided in contract change order,will be made by force Subsection 3-3.2; or the adjustment will account as provided in Subsection 3-3.2;or be as agreed to by the Contractor and the as agreed to by the Contractor and the Engineer. The adjustment will apply only Engineer. to the portion of the work of the item When the price for extra work cannot be actually changed in character. At the agreed upon, the Owner will pay for the option of the Engineer, the work of the extra work on a force account basis, based item or portion of item which is changed in upon an accumulation of costs as provided character will be paid for by force account herein. When extra work is to be paid for on as provided in Subsection 3-3.2. a force account basis, the labor, materials, If the compensation for an item of work and equipment used in the performance of is adjusted under this Paragraph 3-2.2.5, that work shall be subject to the approval of the costs recognized in determining that the Engineer and compensation will be adjustment shall be excluded from determined as specified in Paragraphs 3- consideration in making an adjustment for 3.2.3 "Markup" that item of work under the provisions in Paragraph 3-2.2.1 "Increased or SECTION 3-3.2.3 MARKUP Decreased Quantities." 3-3.2.3 "Markup" of the Standard Specifications is Failure of the Engineer to recognize a amended to read: change in character of the work at the time the approved contract change order 3-3.2.3 Markup is issued shall in nowise be construed as relieving the Contractor of the duty and (a) Work by Contractor. The allowance responsibility of filing a written protest specified in 3-3.2.3(c) for overhead and within the 15 day limit as provided in profit shall be added to the Contractor's Paragraph 3-2.1.1, "Procedure and costs as determined under 3-3.2.2 and shall Protest." constitute the markup for all overhead and profit on work by the Contractor. The SECTION 3-3 EXTRA WORK. Contractor shall also be compensated for 3-3.1 "General" of the Standard Specifications is the actual increase in the Contractor's bond amended to read: premium caused by the extra work. 3-3.1 General. New and unforeseen (b) Work by Subcontractor. When any of work will be classed as extra work when the extra work is performed by a determined by the Engineer that the work subcontractor, the markup established in 3- is not covered by any of the various items 3.2.3(c) shall be applied to the for which there is a bid price or by subcontractor's costs as determined under combinations of those items. In the event 3-3.2.2. An allowance for Contractor's portions of this work are determined by overhead and profit shall be added to the the Engineer to be covered by some of sum of the first tier subcontractors costs and the various items for which there is a bid markup, and shall constitute the markup for price or combinations of those items, the all overhead and profit for the prime remaining portion of the work will be Contractor on work by first tier classed as extra work. Extra work also subcontractors. No prime Contractor includes work specifically designated as markup will be made for work performed by extra work in the plans or specifications. second tier or lower tier subcontractors. The Contractor shall do the extra work and furnish labor, material and equipment (c) Schedule of Overhead and Profit therefore upon receipt of an approved Allowance: APWA FORMAT F STANDARD SPECIFICATIONS 22 2t-Amene er 20011..pd 1September AMENDMENT 2000- PAGE 6 caused by the failure of the public agency or the owner of the utility to provide for removal or ACTUAL OVERHEAD & relocation of such utility facilities. NECESSARY COST PROFIT ALLOWANCE SECTION 6-9 LIQUIDATED DAMAGES Labor 20 percent Section 6-9 "Liquidated Damages" of the Standard Materials 15 percent Specifications is amended to read: Equipment 15 percent Subcontracts (1 st tier) 5 percent es LIQUIDATED DAMAGES. Time is of the Lower tier subs none essence. aagreed by the parties to the Contract that in casea allthe Work called for under the Contract is not finished or completed within the number of SECTION 4-1 MATERIALS AND days or the date set forth in the Special Provisions , WORKMANSHIP damage will be sustained by the Owner, and that it The second paragraph of 4-1.6 "Trade Names or will be impractical and extremely difficult to ascertain Equals" of the Standard Specifications is amended to and determine the actual damage which the Owner read: will sustain in the event of and by reason of such delay;and it is therefor ag reed that the Contractor will Except where a product is designated to match pay to the Owner the sum set forth in the Agreement others in use on a particular public improvement, for each and every calendar day's delay in finishing either completed or in the course of completion, the Work in excess of the number of days or the the Contractor may supply any of the materials or completion date prescribed; and the Contractor products specified or offer an equivalent. The agrees to pay said liquidated damages herein Contractor will be allowed sufficient time prior to provided for, and further agrees that the Owner may deduct the amount thereof from any moneys due or award of the contract for the submission of data that may become due the Contractor under the substantiating a request for substitution. Contract. Whenever any particular material,process,or equipment is indicated by a patent, proprietary,or SECTION 7-3 LAWS TO BE OBSERVED. brand name, or by the name of the manufacturer, Section 7-13 "Laws to be Observed" of the Standard and such product is followed by the words "or equal," a Contractor may offer any material, Specifications is amended to read: process,or equipment considered as equivalentto 7.13 General. -The Contractor shall keep fully Failure of the Contractor to submit requests for that indicated, unless sole source is specified. informed of all existing and future State and Federal substitution prior to award shall be deemed to laws, and county and municipal ordinances and signify that the Contractor intends to furnish one of regulations, which in any manner affect those the brands named in the Special Provisions, and engaged or employed in the Work, or the materials the Contractor does hereby waive all rights to offer used in the Work, or which in any way affect the or use substitute materials,products,orequipment conduct of the Work, and of all such orders and for that which was originally specified. Unless decrees of bodies or tribunals having anyjurisdiction otherwise authorized by the Engineer,the time for or authority over the same. It shall at all times submission of data substantiating a request for observe and comply with all such existing and future substitution of an "or equal" item shall be prior to laws,ordinances,regulations,orders,and decrees of the award of the Contract. bodies or tribunals having any or all authority over the Work, and shall indemnify the Owner and all officers SECTION 5 UTILITIES. and employees thereof connected with the Work, Section 5 of the Standard Specifications is amended by including, but not limited to, the Director of Public adding the following Section 5-7. Works against any claim or liability arising from, or based on, the violation of any such law, ordinance, 5-7 EXISTING UNDERGROUND UTILITIES regulation, order, or decree, whether by itself or its employees. If any discrepancy or inconsistency is discovered in the Plans, Drawings, Special 5-7.1 Compensation. The Contractor will be Provisions,or Contract for the Work in relation to any compensated under the provisions of Section 3-3 such law,ordinance,regulation,order,or decree,the as extra work for the costs of locating, repairing Contractor shall forthwith report the same to the damage not due to the failure of the Contractor to Engineer in writing." exercise reasonable care , and removing or relocating such utility facilities not indicated on the 7-13.1 Hours of Labor. - The Contractor shall plans and specifications with reasonable accuracy, comply with all applicable provisions of Section 1810 and for equipment on the project necessarily idled to 1815, inclusive, of the California Labor Code during such work. relating to working hours. The Contractor shall,as a penalty to the Owner,forfeit$25.00 for each worker 5-7.2 Liquidated Damages. The Contractor will employed in the execution of the Contract by the not be assessed liquidated damages for delay in Contractor or by any subcontractor for each calendar completion of the project when such delay was APwA FORMAT F STANDARD SPECIFICATIONS 22F-Amendment 2 2t-Ameodber 2001 en wed 001 1September AMENDMENT 2000 - PAGE 7 day during which such worker is required or Owner the bond referred to in Section 3196 of the permitted to work more than 8 hours in any one Civil Code of the State of California, said moneys calendar day and 40 hours in any one calendar shall not thereafter be withheld on account of such week, unless such worker receives compensation Stop Notice. for all hours worked in excess of 8 hours at not less than 1-1/2 times the basic rate of pay. 7-13.6 Contracts for Trenches or Excavations; Notice on Discoveryof Hazardous Waste or Other 7-13.2 Prevailing Wage. - As required by Unusual Conditions; Investigations; Change Sections 1770 and following, of the California Orders; Effect on Contract. - As required under Labor Code,the Contractor shall pay not less than Section 7104 of the Public Contract Code, in any the prevailing rate of per diem wages as public works contract of a local public entity, which determined by the Director of the California involves the digging of trenches or other excavations Department of Industrial Relations. Copies of such that extend deeper than 4 feet below the surface, prevailing rate of per diem wages are on file at the shall be subject to the following conditions: the office of the Engineer,which copies shall be made Contractor shall promptly, before the conditions are available to any interested party on request. The disturbed, notify the public entity in writing of such Contractor shall post a copy of such determination conditions. at each job site. It has been determined that the OSHA soil The Contractor shall, as a penalty to the classification in San Juan Capistrano has designated Owner, forfeit $50.00 for each calendar day, or to be Type C soil throughout the City area. All portion thereof,for each worker paid less than the protective measures shall be based upon that prevailing rates as determined by the Director for determination. such work or craft in which such worker is employed for any public work done under the 7-13.7 Resolution of Construction Claims.- Contract by it or by any subcontractor under it. As required under Section 20104, et seq., of the California Public Contract Code, any demand of 7-13.3 Travel and Subsistence Payments.-As $375,000 or less, by the Contractor for a time required by Section 1773.8 of the California Labor extension, payment of money, or damages arising Code, the Contractor shall pay travel and from the work done by or on behalf of the Contractor subsistence payments to each worker needed to pursuant to this Contract, or payment of an amount execute the Work,as such travel and subsistence which is disputed by the Owner, shall be processed payments are defined in the applicable collective in accordance with the provisions of said Section bargaining agreements filed in accordance with 20104,et seq.,relating to informal conferences,non- this Article. binding judicially-supervised mediation, and judicial To establish such travel and subsistence arbitration. payments, the representative of any craft, A single written claim shall be filed under this classification,or type of worker needed to execute Article prior to the date of final payment for all the Contract shall file with the Department of demands resulting out of the Contract. Industrial Relations fully executed copies of Within 30 days of the receipt of the claim, the collective bargaining agreements for the particular Owner may request additional documentation craft, classification or type of work involved. Such supporting the claim,or relating to defenses or claims agreements shall be filed within 10 days after their the Owner may have against the Contractor. If the execution and thereafter shall establish such travel amount of the claim is less than $50,000, the and subsistence payments whenever filed 30 days Contractor shall respond to the request for additional prior to the call for Bids. information within 15 days after receipt of the request. The Contractor shall respond to the request 7-13.4 Apprentices on Public Works. - The within 30 days of receipt, if the amount of the claim Contractor shall comply with all applicable exceeds$50,000, but is less than$375,000. provisions of Sections 1777.5 and 1777.6 of the Unless further documentation is requested, the California Labor Code relating to employment of Owner shall respond to the claim within 45 days, if apprentices on public works. the amount of the claim is less than $50,000, or within 60 days, if the amount of the claim is more 7-13.5 Unpaid Claims. - If, at any time prior to than $50,000, but less than $375,000. If further the expiration of the period for service of a Stop documentation is requested,the Ownershall respond Notice, there is served upon the Owner a Stop within the same amount of time taken by the Notice,as provided in Sections 3179 through 3210 Contractor to respond, or 15 days, whichever is of the Civil Code of the State of California, the greater,after receipt of the information,if the claim is Owner shall, until the discharge thereof, withhold less than$50,000. If the claim is more than$50,000, from the moneys under its control so much of said but less than$375,000,and further documentation is moneys due or to become due the Contractor requested by the Owner, the Owner shall respond under this Contract,as shall be sufficient to answer within the same amount of time taken by the the claim stated in such Stop Notice, and to Contractor to respond, or 30 days, whichever is provide for the reasonable cost of any litigation greater. thereunder, provided, that if the Engineer shall, in If the Contractor disputes the Owner's response, its discretion, permit the Contractor to file with the or the Owner fails to respond, the Contractor may APWA FORMATF STANDARD SPECIFICATIONS 22rAmendmenl.wpd 12 September 2W1 AMENDMENT 2000- PAGE 8 demand an informal conference to meet and confer for settlement of the issues in dispute. The 3. A certified copy of all payroll records, demand shall be served on the Owner, within 15 enumerated herein,shall be made available days after the deadline of the Owner to respond,or upon request to the public for inspection,or within 15 days of the Owner's response,whichever copies thereof made, provided, however, occurs first. The Owner shall schedule the meet that a request by the public shall be made and confer conference within 30 days of the through either the body awarding the request. Contract, or the Division of Apprenticeship If the meet and confer conference does not Standards, or the Division of Labor produce a satisfactory request,the Contractor may Standards Enforcement. If the requested pursue the remedies authorized by law. payroll records have not been provided pursuant to Section 7-13.9, paragraph 2, 7-13.8 Concrete Forms, Falsework, and herein, the requesting party shall, prior to Shoring. -The Contractor shall comply fully with being provided the records, reimburse the the requirements of Section 1717 of the costs of preparation by the Contractor,sub- Construction Safety Orders, State of California, contractors, and the entity through which Department of Industrial Relations, regarding the the request was made. The public shall not design of concrete forms,falsework, and shoring, be given access to the records at the and the inspection of same prior to the placement principal office of the Contractor. of concrete. Where the said Section 1717 requires the services of a civil engineer registered in the The Contractor and each subcontractor shall file a State of California to approve design calculations certified copy of the records, enumerated in and working drawings of the falsework or shoring paragraph one of this Section 7-13.9,herein,with the system, or to inspect such system prior to the entity that requested the records within 10 days after placement of concrete,the Contractor shall employ receipt of a written request. a registered civil engineer for these purposes,and Any copy of records made available for all costs therefor shall be included in the Bid item inspection as copies, and furnished upon request to price named in the Contract for completion of the the public or any public agency by the awarding Work as set forth in the Contract Documents. body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement, shall 7-13.9 Payroll Records;Retention;Inspection; be marked or obliterated in such a manner as to Noncompliance Penalties; Rules and prevent disclosure of an individual's name,address, Regulations.-As required under Section 1776 of and social security number. The name and address the California LaborCode,the Contractorand each ofthe Contractor awarded the Contractor performing subcontractor shall keep an accurate payroll the Contract shall not be marked or obliterated. record,showing the name,address,social security The Contractor shall inform the body awarding number, work classification, straight time, and the Contract of the location of the records overtime hours worked each day and week, and enumerated under said Section 7-13.9, paragraph the actual per diem wages paid to each one, herein,including the street address,Owner and journeyman,apprentice,worker,or other employee county, and shall, within 5 working days, provide a employed by him or her in connection with the notice of any change of location and address. public work. Overall responsibility for compliance In the event of noncompliance with the with this Section shall be borne by the prime requirements of this Section, the Contractor shall Contractor. have 10 days in which to comply subsequent to The payroll records, enumerated under receipt of a written notice specifying in what respects paragraph one of this Section 7-13.9, shall be the Contractor must comply with this Section. Should certified and shall be made available for inspection noncompliance still be evident after the 10-d2y at all reasonable hours atthe principal office of the period,the Contractor shall,as a penalty to the State Contractor on the following basis: or political subdivision on whose behalf the Contract is made or awarded, forfeit 25 dollars for each 1. A certified copy of an employee's payroll calendar day,or portion thereof,for each worker,until record shall be made available for strict compliance is effectuated. Upon the request of inspection,or furnished to the employee, the Division of Apprenticeship Standards or the or his or her authorized representative on Division of Labor Standards Enforcement, these request. penalties shall be withheld from progress payments then due. 2. A certified copy of all payroll records, A copy of all payrolls shall be submitted weekly enumerated herein, shall be made to the Engineer. Payrolls shall contain the full name, available for inspection,orfurnished upon address and social security number of each request, to a representative of the body employee, his or her correct classification, rate of awarding the Contract, or the Division of pay, daily and weekly number of hours worked, Labor Standards Enforcement, or the itemized deductions made, and actual wages paid. Division of Apprenticeship Standards of They shall also indicate all apprentices and ratio of the California Department of Industrial apprentices to journeymen. The employee's address Relations. and social security number need only appear on the APwA FORMAT F STANDARD SPECIFICATIONS 22r-AmendmenLwpd AMENDMENT 2000 - PAGE 9 12 September 241 first payroll on which his or her name appears. The will be paid to the Contractor, except for such payroll shall be accompanied by a "Statement of amounts as are required by law to be withheld by Compliance,"signed by the employer or its agent, properly executed and filed notices to stop payment, indicating that the payrolls are correct and or as may be authorized by the Contract to be further complete, and that the wage rates contained retained. therein are not less than those required by the Contract. The"Statement of Compliance"shall be SECTION 9-3.2 PARTIAL AND FINAL PAYMENTS on forms furnished by the Owner, or on any form The last three paragraphs of 9-3.2 'Partial and Final with identical wording. The Contractor shall be Payments"of the Standard Specifications are amended to responsible for the submission of copies of payrolls read: from all subcontractors. If,by the 15th of the month,the Contractor has The Contractor shall submit with its invoice the not submitted satisfactory payrolls for all work Contractor's conditional waiver of lien for the entire performed during the monthly period ending on or amount covered by such invoice; along with valid before the 1 st of that month,the Owner will retain unconditional waivers of lien from the Contractor and an amount equal to 10 percent of the estimated all subcontractors and material suppliers for all work value of the work performed during the month from and materials included in any prior invoices; the next monthly estimate, except that such Waivers of lien shall be in the forms prescribed retention shall not exceed $10,000, nor be less by California Civil Cade Section 3262. Prior to final than $1,000. Retentions for failure to submit payment by the Owner,the Contractor shall submit a satisfactory payrolls shall be in addition to all other final waiver of lien for the Contractors work,together retentions provided for in the Contract. The with releases of lien from any subcontractor or retention for failure to submit payrolls for any material suppliers monthly period will be released for payment on the No progress payment made to the Contractor or monthly estimate for partial payments next its sureties will constitute a waiver of the liquidated following the date that all the satisfactory payrolls damages under 6-9 for which the retention was made are submitted. In compliance with Public Contract Code Section 9203, the Owner with retain 10 percent of the value SECTION 9-3 PAYMENT of the work completed plus a like percentage of the 9-3.1 "General" of the Standard Specifications is value of material delivered on the ground or stored amended by adding the following two new paragraphs subject to, or under the control of the Owner and at the beginning of Subsection 9-3.1: unused. After 50 percent of the work has been completed, if the Owner finds that satisfactory Payment for the various items of the Bid Sheet(s), progress is being made, may make any of the as further specified herein, shall include all remaining progress payments in full, subject to the compensation to be received by the Contractor for provisions for Partial and Final Payment in Section 9- furnishing all tools, equipment, supplies, and 3.2 of the Standard Specifications. manufactured articles,and for all labor,operations, Pursuant to Section 22300 of the California and incidentals appurtenant to the items of work Public Contract Code,the Contractor may substitute being described, as necessary to complete the securities for any money withheld by the Owner to various items of work, all in accordance with the ensure performance under the Contract. At the provisions for Payment in the Standard request and expense of the Contractor, securities Specifications and these Special Provisions, and equivalent to the amount withheld shall be deposited as shown on the Drawings, including all with the Owner or with a state or federally chartered appurtenances thereto, and including all costs of bank as the escrow agent, who shall return such compliance with the regulations of public agencies securities to the Contractor upon satisfactory having jurisdiction,including the Safety and Health completion of the Contract. Deposit of securities with Requirements of the California Division of an escrow agent shall be subject to a written Industrial Safety and the Occupational Safety and agreement for in-lieu construction payment retention, Health Administration of the U.S. Department of provided by the Owner between the escrow agent Labor(OSHA). and the Owner,which provides that no portion of the No separate payment will be made for any securities shall be paid to the Contractor until the item that is not specifically set forth in the Bid Owner has certified to the escrow agent, in writing, Sheet(s),and all costs therefor shall be included in that the Contract has been satisfactorily completed. the prices named in the Bid Sheet(s) for the The Ownerwill not certify that the Contract has been various appurtenant items of work. satisfactorily completed until at least 30 days after filing by the Owner of a Notice of Completion. SECTION 9-3.1 GENERAL Securities eligible for investment under Public The last paragraph of 9-3.1 "General'of the Standard Contract Code Section 22300 shall be limited to Specifications is amended to read: those listed in Section 16430 of the Government Code,and to bank or savings and loan certificates of Within 60 days after acceptance of the Work by deposit. the Owner, pursuant to Section 7107 of the Public Contract Code, the amount deducted from the END OF AMENDMENTS- final progress payment and retained by the Owner APwA FORMAT STANDARD SPECIFICATIONS 22f-AmendmenL. d 12 September 2001 AMENDMENT 2000-PAGE 10 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS PART III -- SPECIAL PROVISIONS TABLE OF CONTENTS Section 1 - Terms, Definitions, Abbreviations, Units of Measure, and Symbols Section 2 - Scope and Control of Work Section 3 - Changes in Work Section 4 - Control of Materials Section 5 - Utilities Section 6 - Prosecution, Progress, and Acceptance of the Work Section 7 - Responsibilities of the Contractor Section 8 - Facilities for Agency Personnel Section 9 - Measurement and Payment Section 10 - Construction Details AMEND FORMAT PART III --SPECIAL PROVISIONS 23F-partlwpd 12 September 20DI GENERAL CONTENTS - PAGE 1 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS SPECIAL PROVISIONS RECYCLED WATER SUPPLY SYSTEM PROJECT CITY PROJECT NO. 755 SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE AND SYMBOLS 1-1 STANDARD SPECIFICATIONS The Work hereunder shall be done in accordance with the "Greenbook" Standard Specifications for Public Works Construction, 2000 Edition, as amended herein, including all current published supplements, addenda, and revisions thereof, these Special Provisions, and the Standard Plans identified in the Appendix, insofar as the same may apply to, and be in accordance with, the following Special Provisions: In case of conflict between the "Greenbook"Standard Specifications for Public Works Construction, as amended, and these Special Provisions,the Special Provisions shall take precedence over, and be used in lieu of, such conflicting portions. 1-2 Supplementary Reference Specifications. - Insofar as references may be made in these Special Provisions to the Caftans Standard Specifications, such work shall conform to the referenced portions of the technical provisions only of said reference specifications, provided, that wherever the term "Standard Specifications" is used without the prefix "Caltrans," it shall mean the "Greenbook' Standard Specifications for Public Works Construction, 2000 Edition, as previously specified in the above paragraph. 1-3 LEGAL ADDRESS 1-3.1 Legal Address of the Owner. - The official address of the Owner shall be the City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California 92675, or such other address as the Owner may subsequently designate in written notice to the Contractor. AMEND FORMAT TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE AND SYMBOLS 12 Septemberr 2001 SPECIAL PROVISIONS - SECTION 1 - PAGE 1 1-3.2 Legal Address of the Engineer. - The official address of the Engineer shall be Director of Public Works, City of San Juan Capistrano, Public Works Division, 32400 Paseo Adelanto, San Juan Capistrano, California 92675, or such other address as the Engineer may subsequently designate in writing to the Contractor. 1-3.3 Legal address of the Owner's Project Representative. -The name and address of the Owner's designated Project Representative shall be Joe Mankawich, Associate Engineer, City of San Juan Capistrano, Public Works Division, 32400 Paseo Adelanto, San Juan Capistrano, California 92675, or such other address as the Project Representative may subsequently designate in writing to the Contractor. - END OF SECTION - AMEND FORMAT TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE AND SYMBOLS 24F-Sed.w d 12 September 2001 SPECIAL PROVISIONS - SECTION 1 - PAGE 2 SECTION 2 -- SCOPE AND CONTROL OF WORK 2-1 RIGHT-OF-WAY All temporary access or construction rights-of-way, other than those shown on the Plans, which the Contractor may find it requires during progress of the Work, shall be arranged by and paid for entirely by the Contractor, at its own expense. 2-2 SITE EXAMINATION The Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work, and the general and local conditions, such as, but not limited to, all other matters which could in any way affect the Work or the costs thereof. The failure of the Contractor to acquaint itself with all available information regarding any applicable existing or future conditions shall not relieve it from the responsibility for properly estimating either the difficulties, responsibilities, or costs of successfully performing the Work according to the Contract Documents. 2-3 FLOW AND ACCEPTANCE OF WATER Storm, surface, nuisance, or other waters may be encountered at various times during construction of the Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that it has investigated the risk arising from such waters, and has prepared its Bid accordingly; and the Contractor, by submitting such a Bid, assumes all said risk. 2-4 PARTNERING The Owner will promote the formation of a "Partnering" relationship with the Contractor in order to effectively complete the contract to the benefit of both parties. The purpose of this relationship will be to maintain cooperative communication and mutually resolve conflicts at the lowest possible management level. If the Contractor's request for"Partnering" is approved by the Engineer, scheduling of a "Partnering" workshop, selecting the "Partnering" facilitator and workshop site, and other administrative details shall be as agreed to by both parties. The costs involved in providing a facilitator and a workshop site will be borne equally by the Owner and the Contractor. The Contractor shall pay all compensation for the wages and expenses of the facilitator, and of the expenses for obtaining the workshop site. The Owner's share of such costs will be reimbursed to the Contractor in a change order written by the Engineer. Markups will not be added.All other costs associated with the"Partnering" relationship will be borne separately by the party incurring the costs. The establishment of a "Partnering" relationship will not change or modify the terms and conditions of the contract and will not relieve either party of the legal requirements of the contract. - END OF SECTION - AMEND FORMAT SCOPE AND CONTROL OF WORK 25F-Sec2.w d 12 September 2001 SPECIAL PROVISIONS - SECTION 2 - PAGE 1 SECTION 4 -- CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP The Contractor shall submit with each of its billing invoices, a corrected list of quantities, verified by the Engineer, for unit price items listed in the Bid Schedule. The Contractor shall place the order(s) for all long-lead supplies, materials, and equipment, for any traffic signing, striping, legends, and traffic control facilities within 3 working days after the award of Contract by the Owner. The Contractor shall furnish the Engineer with a statement from the vendor(s)that the order(s)for said supplies, materials, and equipment has been received and accepted by said vendor(s)within 15 working days from the date of said award of Contract. - END OF SECTION - AMEND FORMAT CONTROL OF MATERIALS 12 September 2001 SPECIAL PROVISIONS - SECTION 4 - PAGE 1 SECTION 5 -- UTILITIES 5-1 LOCATION — Add the following: The Contractor shall submit a pothole information log sheet to the City which shall include the location of each pothole, date pothole was completed, and depth of all utilities encountered. [Blank] - END OF SECTION - AMEND FORMAT F UTILITIES 25F-Sec5.wpd 12 Septe�er2001 SPECIAL PROVISIONS - SECTION 5- PAGE 1 SECTION 6 -- PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 SCHEDULE OF WORK. A schedule of work as required under Section 6-1 of the Standard Specifications shall be provided by the Contractor at the pre-construction meeting. 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK Section 6-1 "Construction Schedule and Commencement of the Work" is deleted and replaced by the following provisions: 6-1.2 Progress Schedule. - The provisions of Section 6-1 of the Standard Specifications shall be modified as specified in these Special Provisions. 6-1.3 Method. - The Contractor shall provide a project management tool in the form of a Critical Path Method (CPM) network schedule for planning and scheduling of all work required under the Contract.All schedule reports shall be in the form of computer printouts. The Contractor may elect to use bar charts (Gantt charts) as a supplementary on-site scheduling tool; provided, that all such bar charts shall be generated in the computer from the approved CPM network schedule. CPM schedules may be submitted in either arrow diagram or time-scaled precedence diagram format, subject to the requirements of these Special Provisions. 6-1.4 Qualifications. - A statement of computerized CPM capability shall be submitted in writing prior to the award of the Contract, and shall verify that either the Contractor's organization has in-house capability to prepare and use CPM scheduling techniques, or that the Contractor will employ a CPM consulting firm who is so qualified. 6-1.5 Submittal Procedures. - Within 20 working days of approval of the Contract, and within 10 working days of the Engineer's written request at any other time, the Contractor shall submit the schedule and schedule reports in the form specified herein. The Contractor, if requested by the Engineer, shall provide revised network diagrams and schedule reports if at any time the Engineer considers the completion date to be in jeopardy because of"activities behind schedule." Such additional network diagrams and reports shall include a new arrow or precedence diagram and schedule reports conforming to the requirements of this Section, showing how the Contractor intends to accomplish the Work to meet the completion time specified. The form and method employed by the Contractor shall be the same as that required for the initial schedule submittal. 6-1.6 Schedule Revisions. - The Contractor shall modify any and all portions of the construction schedule that become infeasible because of activities or procurement behind schedule, or for any other valid reason. Any activity that cannot be completed by its original latest completion date shall be deemed to be behind schedule. 6-1.7 Change Orders. - Upon issuance of a Change Order or other Contract PROSECUTION, PROGRESS, AMEND FOR 27F-Sm FOReenTF AND ACCEPTANCE OF THE WORK 12 September 2001 SPECIAL PROVISIONS - SECTION 6 - PAGE 1 modification, the approved change shall be reflected in the next submittal of the Construction Schedule. 6-1.8 Approved Standards. - 6-1.8.1 Definition. - CPM scheduling, as required underthis Section, shall be interpreted to be generally as outlined in the Associated General Contractors of America publication "The Use of CPM in Construction," as modified in these Special Provisions. 6-1.8.2 Construction Schedules. - Construction schedules shall include computer- generated graphic networks and computerized construction schedule reports meeting the requirements of this Section. 6-1.8.3 Networks. - The CPM scheduling network shall be in the form of a time-scaled arrow or time-scaled precedence diagram of the"activity-on-arrow"orthe"activity on node" type and may be divided into separate pages with suitable notation relating to the interface points between the pages. Individual pages shall not exceed 36 by 60 inch sheet size. Notation on each activity arrow or node shall include a brief work description and duration estimate. All construction activities and procurement shall be indicated in a time-scaled format and calendar scale shall be shown along the entire sheet length. Each activity arrow or node shall be plotted so that the beginning and completion days and free float time of said activity can be determined graphically by comparison with the calendar scale. All activities shall be shown using symbols that clearly distinguish between critical path activities and free float for each non-critical activity. All non-critical path activities shall show estimated performance time and free float time in scaled format. 6-1.8.4 Duration Estimates. -The duration estimates indicated for each activity shall be computed in working days, converted to calendar days, and shown on the construction schedule in calendar days, and shall represent the single, best estimate considering the scope of the Work and resources planned for the activity. Except for certain non-labor activities, such as curing of concrete, paint drying, procurement, or delivering of materials, activity durations shall not exceed 10 working days (14 calendar days)nor be less than one working day unless otherwise accepted by the Engineer. 6-1.8.5 Schedule Reports. - Schedule reports shall be prepared from the initial construction schedule and from all subsequent revisions of the schedule. As a minimum, Schedule Reports shall contain the following data for each activity: 1. Activity numbers (or I-j numbers) 2. Estimated activity duration 3. Activity description (incl procurement items) 4. Early Start date (calendar dated) 5. Early Finish date (calendar dated) 6. Late Start date (calendar dated) 7. Late Finish date (calendar dated) 8. Status (whether critical) PROSECUTION, PROGRESS, AMEND FOR AMEND pdenrF AND ACCEPTANCE OF THE WORK 12 September 2001 SPECIAL PROVISIONS - SECTION 6 - PAGE 2 9. Total Float for each activity 10. Free Float for each activity 6-1.8.6 Project Information. - As a minimum, each Schedule Report shall include the following summary data: 1 . Project name 2. Contractor name 3. Sequence or revision number or date 4. Project duration 5. Scheduled completion date 6. Date of commencement of the Work 7. Cite new completion date, if applicable 6-1.9 Schedule Monitoring. - At not less than monthly intervals, and when specifically requested by the Engineer, the Contractor shall submit to the Engineer a computer printout of the latest updated Schedule Report for those activities that remain to be completed. 6-2 TIME OF COMPLETION 6-2.1 General. After the contract has been approved by the Owner, and a written Notice to Proceed has been issued to the Contractor, the Contractor shall start the Work within 10 working/calendar days after the date specified in said Notice to Proceed. The Work shall be diligently prosecuted to completion before the expiration of: 120 WORKING /CALENDAR DAYS from the date specified in written Notice to Proceed from the Owner. As set forth in Section 6-9 of the Amended Standard Specifications, and in Article 2 of the Agreement,the Contractor shall pay to the Owner as liquidated damages, the sum set forth in Article 2 of the Agreement per day for each and every working/calendar day delay in finishing the Work in excess of the amount of working/calendar days prescribed above. 6-2.2 Hours of Operation. - It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no work allowed on Owner-observed holidays, unless otherwise approved by the Engineer: 1. Powered Vehicles 2. Construction Equipment 3. Loading and Unloading Vehicles 4. Domestic Power Tools 6-2.3 Limitations. - No trench excavation or pipe laying shall be performed on Fridays, weekends, holidays, or the day preceding a holiday without prior approval of the Engineer. PROSECUTION, PROGRESS, AM-Sce& Rd AND ACCEPTANCE OF THE WORK AMENDFO 12 September 2001 SPECIAL PROVISIONS - SECTION 6 - PAGE 3 Fridays shall be used for cleanup and paving where possible. 6-3 NOTIFICATION. The Contractor shall notify the Owner and the owners of all utilities and substructures not less than 2 working days prior to commencing the Work. The following list of names and telephone numbers is intended for the convenience of the Contractor only and is not guaranteed to be complete or correct: CITY OF SAN JUAN CAPISTRANO Mike Smith, Engineering & Building Department (949)487-4311 Kathleen Springer, Acting Director of Public Works (949)443-6363 PACIFIC BELL Attention: Bill Spivey (714)259-4463 MOULTON NIGUEL WATER DISTRICT Attention: Ray McDowell (949)831-1773 SAN DIEGO GAS & ELECTRIC COMPANY Attention: David Gilmette (949) 361-8040 THE GAS COMPANY Attention: (800)227-2600 COX CABLE Attention: Steve Demora (949) 549-2813 UNDERGROUND SERVICE ALERT (800)422-4133 The names, addresses, and telephone numbers of the Contractor, sub- contractors, their owners, officers, and superintendents, shall be filed with the Engineer at the Pre-Construction Conference. - END OF SECTION - PROSECUTION, PROGRESS, AMEND FORMAT F AND ACCEPTANCE OF THE WORK 27F-Sce6..rd 12 September 2001 SPECIAL PROVISIONS - SECTION 6 - PAGE 4 SECTION 7 -- RESPONSIBILITIES OF THE CONTRACTOR 7.1 INSURANCE AMOUNTS. The limits of liability for insurance, as required by Section 7-3 and 7-4 of the Standard Specifications, are amended to provide coverage for not less that the following amounts, or greater where required by laws and regulations: 1. Workers' Compensation: a) State: Statutory Amount or minimum $1,000,000 b) Employer's Liability: $1,000,000 2. Comprehensive General Liability: a) Bodily Injury (Including completed operations and products liability and wrongful death): $ 1,000,000 Each Occurrence $ 1,000,000 Annual Aggregate Property Damage: $ 1,000,000 Each Occurrence $ 1,000,000 Annual Aggregate b) Property damage liability insurance will provide explosion, collapse, and underground coverages where applicable. C) Personal injury, with employment exclusion deleted: $1 ,000,000 Annual Aggregate 3. Comprehensive Automobile Liability: a) Bodily Injury (Including wrongful death): $1,000,000 Each Person $1 ,000,000 Each Occurrence b) Property Damage $1,000,000 Each Occurrence Or a combined single limit of $1,000,000 AMEND FORMAT-F RESPONSIBILITIES OF THE CONTRACTOR 30E-Sec7.wpE 12 September 2001 SPECIAL PROVISIONS - SECTION 7 - PAGE 1 7-2 PERMITS Encroachment - City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 7-3 MUNICIPAL CODE The Contractor and all subcontractors shall comply with all applicable sections of the Municipal Code of the City of San Juan Capistrano, with special attention directed to Section 6-3.06(b), (c), (d), and (e). The Contractor shall secure the services of the City's exclusive solid waster hauler for their solid waste hauling needs. - END OF SECTION - AMEND FORMAT-F RESPONSIBILITIES OF THE CONTRACTOR 30E-Sec7.md 12 September 2001 SPECIAL PROVISIONS - SECTION 7 - PAGE 2 SECTION 9 - MEASUREMENT AND PAYMENT 9-1 INITIAL MOBILIZATION Measurement for payment for initial mobilization will be based upon completion of such work as a lump sum, non-proratable pay item, and shall require completion of all of the listed items during the first 30 days following the Notice to Proceed. Payment for Initial Mobilization will be made at the lump sum allowance named in the Bid Sheet(s) under Item No. 1, which price shall constitute full compensation for all such work. Payment for Initial Mobilization will be made in the form of a single, lump-sum, non- proratable payment, no part of which will be approved for payment under the Contract until all Initial Mobilization items listed herein have been completed as specified. The scope of the work included under Pay Item No. 1 shall include the obtaining of all bonds, insurance, and permits, moving onto the site of all plant and equipment, and the furnishing and erecting of plants, temporary buildings, and other construction facilities, all as required for the proper performance and completion of the Work. Mobilization shall include, but not be limited to, the following principal items: 1. Moving onto the site of all Contractor's plant and equipment required for the first month's operations. 2. Establishing fire protection systems as specified in these Special Provisions. 3. Providing on-site communication facilities for the Contractor and the Engineer, including telephones, 2-way radios, pagers, modems, and facsimile machine, as specified in these Special Provisions. 4. Providing on-site sanitary facilities and potable water facilities, as specified per Subsection 7-8.4, "Sanitation" of the Standard Specifications. 5. Furnishing, installing, erecting, and maintaining all storage buildings or sheds required for the temporary storage of any products, equipment, or materials that have not yet been incorporated into the Work. All such storage facilities shall meet or exceed the material manufacturer's published storage requirements and these Special Provisions, including any ambient temperature and humidity controls, if recommended by the material manufacturer, and for all security and safety on and about the site of the Work. 6. Arranging for, and erection of, the Contractor's construction and storage yard per Section 7-10, "Public Convenience and Safety." 7. Obtaining and paying for all required bonds, insurance, and permits. 8. Posting all OSHA-required notices, and establishment of OSHA-approved safety Md2SAN37010Mwatres%SpecifimtionsW F-Sec9.doc MEASUREMENT AND PAYMENT SPECIAL PROVISIONS - SECTION 9 - PAGE 1 SECTION 8 -- FACILITIES FOR AGENCY PERSONNEL 8-1 FIELD OFFICES. All provisions of Section 8 "Facilities for Agency Personnel' are deleted. Field office facilities for Agency personnel will not be required for this project. - END OF SECTION - AMENDFORMATF FACILITIES FOR AGENCY PERSONNEL 31F=Sec&. d 12 September 2001 SPECIAL PROVISIONS - SECTION 8 - PAGE 1 programs. 9. Having the Contractor's superintendent at the job site full-time. 10.Submitting of the required Construction Schedule, as specified in the Section 6 1, "Construction Schedule and Commencement of Work." In addition to the requirements specified above, all submittals shall conform to the applicable requirements of Subsection 2-5.3, "Shop Drawings and Submittals" of the Standard Specifications. No payment for any of the listed Initial Mobilization Work items will be made until all of the listed items have been completed to the satisfaction of the Engineer. The aforementioned amount will be retained by the Owner as the agreed, estimated value of completing all of the mobilization items listed. Any such retention of money for failure to complete all such mobilization items as a lump-sum item shall be in addition to the retention of any payment pursuant to the provisions of Public Contract Code 22300. 9-2 BID SCHEDULE. All pay line items will be paid for at the unit prices named in the Bid Sheet(s)for the respective items of work. The quantities of work or material stated as unit price items on the Bid Sheet(s)are supplied only to give an indication of the general scope of the Work. The Owner does not expressly, nor by implication, agree that the actual amount of work or material will correspond therewith, and reserves the right after the award of Contract to increase or decrease the quantity of any unit price item of work in accordance with the provisions of Section 3-2 of the Special Provisions, and shall have the right to delete any Bid item in its entirety, or to add additional Bid items. 9-2.1 Initial Mobilization (Bid Item No. 1). Measurement for Payment for Initial Mobilization will be based upon the completion of all of the items of work listed in Subsection 9-2.4 of the Special Provisions as a lump sum, non-proratable bid item Payment for Initial Mobilization will be made at the as a fixed allowance shown under Bid Item No. 1, of the Bid Schedule, which price shall constitute full compensation for completion of all of the items of work listed in Subsection 9-2.4 of the Special Provisions 9-2.2 Sheeting, Shoring, and Bracing or Equivalent Method (Bid Item No. 2). Measurement for payment for temporary sheeting, shoring, and bracing, or equivalent method, will be based upon the completion of all planning, design, engineering,furnishing, and construction, and the removal and disposal of all such temporary sheeting, shoring, and bracing as a lump sum item, complete, as required under the provisions of any permits and in accordance with the requirements of OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. Payment for temporary sheeting, shoring, and bracing, or equivalent method, will be made at the lump sum price named in the Bid Sheet(s) under Item No. 2 , which price shall constitute full compensation for completion of all such work as required hereunder. M USAN370100\Watfes\Specifications\32F-Sec9.doc MEASUREMENT AND PAYMENT SPECIAL PROVISIONS - SECTION 9 - PAGE 2 9-2.3 Demobilization (Bid Item No. 3)—Measurement for payment for demobilization will be based upon the completion of all items of work listed in the Standard Specifications. Payment for Demobilization will be made at the lump sum price named in the Bid Sheets, which price shall constitute compensation for completion of items listed in the Standard Specifications. 9-2.4 Traffic Control (Bid Item No. 4)—Measurement for payment for traffic control shall be based on completion of traffic control operations as required by the City. Payment for traffic control shall be made at the lump sum price named in the Bid sheets. 9-2.5 Curb, Gutter, and Sidewalk Removal (Bid Item No. 5) — Measurement for payment forthe removal of existing curb, gutter, and sidewalk will be based on the number of linear feet removed as specified on the construction drawings. Payment for all curb, gutter, and sidewalk removal will be made at the unit price per linear foot named in the Bid Sheets, which shall include compensation for excavating, stockpiling, loading, disposing, and hauling of the material. 9-2.6 Asphalt Concrete Pavement (Bid Item No. 6) — Measurement for payment for asphalt concrete pavement replacement will be based upon the number of square feet of pavement placed as shown on the construction drawings, and conforming to the Capistrano Valley Water District Standard Drawing W-8. Asphalt concrete pavement will be paid for at the unit price per square foot as specified in the bid sheets. 9-2.7 Removal of Existing Pavement (Bid Item No. 7) — Measurement for payment for the removal of existing pavement will be based on the number of square feet of pavement removed as shown on the construction drawings, and as specified in the Capistrano Valley Water District Standard Drawing W-8. Payment for all pavement removal will be made at the unit price per square foot named in the Bid Sheets, which shall include compensation for excavating, stockpiling, loading, disposing, and hauling of the material. 9-2.8 Curb, Gutters and Sidewalk (Bid Item No. 8) - Measurement for payment for portland cement concrete curbs and curb-and-gutter will be based upon the number of linear feet of all such curbs and gutters constructed as specified and indicated on the drawings, and measured along the face of the curb; no deduction will be allowed for curb openings at driveways. No separate payment will be made for preparation of subgrade, furnishing and setting of Mi SAN319190\watres\Speafiotions\32F-Sec9doc MEASUREMENT AND PAYMENT SPECIAL PROVISIONS-SECTION 9 - PAGE 3 expansion joint material, disposal of excess material, and other appurtenant items for which separate payment is not specifically provided in the Bid Sheets and the cost therefore shall be included in the prices named in the Bid Sheets for the various appurtenant items of work. 9-2.9 Safety Plan (Bid Item No. 9) — Measurement for payment for the safety plan shall be based on completion of requirements stated in the Standard Specifications. Payment for the safety plan will be made at the lump sum price stated in the Bid Sheets. 9-2.10 Pothole and Survey of Existing Utilities Bid Item No. 10) — Measurement for payment for potholing shall be based upon the completion of each pothole, as verified by the construction inspector, and as specified in the Special Provisions. Payment for potholing will be made at the unit price per pothole listed in the Bid Sheets. 9-2.11 Record Drawings (Bid Item No. 11) — Measurement for payment for record drawings shall be based on submittal and City approval of such drawings, as specified in the Special Provisions. Payment for record drawings shall be made at the lump sum price named in the Bid Sheets. 9-2.12 PVC Pipe (Bid Items No. 12 and No. 23) - Measurement for payment for PVC pipe will be based upon the number of linear feet of such pipe actually placed as specified and as shown on the drawings as determined by measurement along the centerline of such pipe. Payment for the PVC pipe will be made at the unit price per linear foot named in the Bid Sheets under Item No. 12, which price shall constitute full compensation for furnishing and placing all such pipe and bends, all earthwork including excavation dewatering, backfill, compaction, pipe jointing, and connection to structures. Payment for 12" PVC pipe will be made at the unit price named in the Bid Sheets under Item No. 12. Payment for 16" PVC pipe will be made at the unit price named in the Bid Sheets under Item No. 23. 9-2.13 Steel Pipe (Bid Item No. 13) — Measurement for payment for steel pipe will be based upon the number of linear feet of pipe placed as specified and as shown on the drawings as determined by measurement along the centerline of the pipe. Payment for steel pipe will be made at the unit price per linear foot named in the Bid Sheets, which price shall include full compensation for furnishing and placing all such pipe and bends, all earthwork including excavation, dewatering, backfill, compaction, pipe jointing, and connection to structures. The unit price shall also include above ground M:12SAN370100\watreslSpecifl Utjons132F-Sec9.doc MEASUREMENT AND PAYMENT SPECIAL PROVISIONS - SECTION 9 - PAGE 4 installation for bridge crossings. 9-2.14 Connection to existing service lines (Bid Items No. 14 and No. 22) — Measurement for payment for connections to service lines will be based upon the completion of each connection as shown on the construction drawings. Payment for connections to existing service lines will be made at the unit price per connection named in the Bid Sheets, which shall include all tees, wyes, reducers, couplings, trench excavation, control of ground and surface water, backfilling, compacting, and resurfacing. Payment for recycled water line connections will be made at the unit price named in the Bid Sheets under Item No. 14. Payment for domestic water line connections will be made at the unit price named in the Bid Sheets under Item No. 22. 9-2.15 Gate Valves (Bid Items No. 15 and No. 24) — Measurement for payment for resilient wedge gate valves will be based upon the completion of installation of each gate valve as specified in the construction drawings and Capistrano Valley Water District Standard Specifications Section 15100. Payment for gate valves shall be made at the unit price per valve named in the Bid Sheets, which shall include all materials, testing, and installation of valves. Payment for 12" gate valves for the recycled water line will be made at the unit price named in the Bid Sheets under Item No. 15. Payment for 16" gate valves for the domestic water line will be made at the unit price named in the Bid Sheets under Item No. 24. 9-2.16 Air and Vacuum Relief Valve Assemblies (Bid Items No. 16 and No. 25) — Measurement for payment for air and vacuum relief valve assemblies will be based upon the installation of each valve assembly per the Capistrano Valley Water District Standard Drawing W-16. Payment for air and vacuum relief valve assemblies will be made at the unit price per assembly named in the Bid Sheets. Payment for 2" air/vac assemblies for the reclaimed water line will be made at the unit price named in the Bid Sheets under Item No. 16. Payment for 2" air/vac assemblies forthe domestic waterline will be made at the unit price named in the Bid Sheets under Item No. 25. 9-2.17 Blow off Assemblies (Bid Items No. 17 and No. 26)— Measurement for payment for blow off assemblies will be based upon the installation of each assembly per the Capistrano Valley Water District Standard Drawing W-11. M?2SAN3]0100\watres\Specifications\32F-Sec9.doc MEASUREMENT AND PAYMENT SPECIAL PROVISIONS - SECTION 9 - PAGE 5 Payment for blow off assemblies will be made at the unit price per assembly named in the bid sheets. Payment for 2" blow off assemblies for the reclaimed water line will be made at the unit price named in the Bid Sheets under Item No. 17. Payment for 2" air/vac assemblies forthe domestic waterline will be made at the unit price named in the Bid Sheets under Item No. 26. 9-2.18 Service lateral connections (Bid Items No. 18 and No. 19) — Measurement for payment for service connection laterals will be based upon the completion of each service connection as shown on the construction drawings. Payment for service connections laterals will be made at the unit price per connection named in the bid sheets, which shall include all tees, wyes, reducers, couplings, trench excavation, control of ground surface water, backfilling, compacting, and resurfacing. Payment for 2" service lateral connections will be made at the unit price named in the Bid Sheets under Item No. 18. Payment for 1.5"service lateral connections will be made at the unit price named in the Bid Sheets under Item No. 19. 9-2.20Traffic Loops (Bid Item No. 20) — Measurement for payment of traffic loop replacement shall be based on the completion of the installation of traffic loops as shown on the construction drawings. Payment for traffic loop replacement will be made at the lump sum price listed on the Bid Sheets, which shall include removing, furnishing, installing, and modifying electrical systems that are damaged during construction. 9-2.21 Hydrostatic Testing (Bid Items No. 21 and No. 28) — Measurement for payment for hydrostatic testing of both recycled water and domestic water lines shall be based on the completion of test procedures specified in the Capistrano Valley Water District Standard Specifications Section 15042. Payment for hydrostatic testing of pressure pipelines shall be made at the lump sum price listed on the Bid Sheets, which shall include execution of all field test procedures outlined in the Capistrano Valley Water District Standard Specifications. Payment for hydrostatic testing of the recycled water line will be made at the unit price named in the Bid Sheets under Item No. 21. Payment for hydrostatic testing of the domestic water line will be made at the unit price named in the Bid Sheets under Item No. 28. 9-2.27 Chlorination of Domestic Line (Bid Item No. 27)—Measurement for payment for disinfection of the new 16"water line shall be based upon fulfillment of all requirements as specified in Capistrano Valley Water District Standard Specifications Section 15041. M QSAN370100\watres\Specifications\32F-Sec9.Eoc MEASUREMENT AND PAYMENT SPECIAL PROVISIONS - SECTION 9 - PAGE 6 Payment for disinfection of the new water main shall be made at the lump sum price named on the Bid Sheets, which shall include implementation of all requirements for disinfection, flushing, bacterial testing, and obtaining clearances for operation, issued by the District and all state and local health agencies having jurisdiction. 9-2.29 Precast Metering Vault (Bid Item No. 29) — Measurement for payment for the metering vault will be based upon the completion of the installation of the vault, including all mechanical and electrical equipment, as specified in the construction drawings. Payment for the metering vault shall be made at the lump sum price stated in the Bid Sheets, which shall include excavation and backfill, furnishing and installation of the vault, metering equipment and fittings, valve, ventilation equipment and piping, sump pump equipment and piping, electrical work, and all other appurtenances. END OF SECTION - M92SAN37010M"tres\Specifin hons\32FSec9.doc MEASUREMENT AND PAYMENT SPECIAL PROVISIONS - SECTION 9 - PAGE 7 SECTION 10 -- CONSTRUCTION DETAILS 10-1 GENERAL SECTION 201 CONCRETE All concrete work shall conform to the applicable requirements of Sections 201 and 303 of the Standard Specifications, subject to the following conditions. Cement shall be Type Il, portland cement Concrete for hydraulic structures shall be Class 560-B-3250; provided, that water-cement ratio shall be not more than 0.45. Transit mix concrete used for the work shall conform to the requirements of Subsection 201-4.3. of the Standard Specifications; provided, that total mixing time after all ingredients are in the drum shall not be less than the following: 7 CY mixer 4.5 minutes 10 CY mixer 6 minutes Other mixers 1.5 minutes for the first cubic yard plus 30 seconds for each additional cubic yard or fraction thereof Curing materials shall be polyethylene sheet curing materials conforming to Section 201- 4.2.1 Type 2 of the Standard Specifications. Liquid spray-on curing materials shall NOT be used. Reinforcement for concrete shall be Grade 40 billet steel conforming to ASTM A615 Chemical workability additives may be used subject to the approval of the Engineer, provided that additives of any type containing calcium chloride shall NOT be used. Forms may not be removed from walls, columns, supported slabs, and similar structural members without the express approval of the Engineer in writing, subject to approval of an early cylinder break showing that the concrete has reached a compressive strength sufficient to safely support the loads imposed on the member. 207-9 IRON PIPE AND FITTINGS This project shall conform to the Capistrano Valley Water District Standard Specifications Section 15056 Ductile Iron Pipe and Fittings, with the following modifications: The exterior surface of all ductile iron pipe and fittings shall be protected with a minimum 30-mill dry file thickness of shop applied polyurethane coating. Polyurethane coatings shall be Futures Coatings, Protec II PW, or Madison Chemical, Corropipe II Abrasion, or AMEND FORMAT CONSTRUCTION DETAILS 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 1 approved equal. Polyurethane coating shall be applied in strict accordance with the coating manufacturer's written instructions, including recommendations for surface preparation and priming of the ductile iron. 207-10 STEEL PIPE 207-10.4.4 General. The interior and exterior surfaces of all steel water pipe shall be protected from corrosion by the following method: 207-10.4.7 Liquid Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines. Liquid epoxy lining and coating shall comply with the requirements of AWWA C210. The interior and exterior surfaces of all pipe to which liquid epoxy will be applied shall be abrasive blast cleaned prior to the application of the liquid epoxy, conforming to the requirements of Federal Specification SSPC SP 5/NACE No. 1. Abrasive blasting and coating shall only be performed when the metal temperature is more than 5°F above dew point. The epoxy coating system shall be applied as recommended by the manufacturer. After application, the coating system shall be tested for cure in accordance with Sec. 5.2.2 of AWWA C210. 207-17 PVC PLASTIC PIPE This project shall conform to the Capistrano Valley Water District Standard Specifications Section 15064 PVC Pressure Distribution Pipe, with no modifications. 207-25 — COMBINATION AIR RELEASE AND VACUUM RELIEF VALVE ASSEMBLY This project shall conform to the Capistrano Valley Water District Standard Specifications Section 15089 Combination Air Release and Vacuum Relief Valve Assembly, with no modifications. 207-26 — MANUAL VALVES This project shall conform to the Capistrano Valley Water District Standard Specifications Section 15100 Manual Valves, with no modifications. 207-27 - METERS This project shall conform to the Capistrano Valley Water District Standard Specifications Section 15150 Meters, with no modifications. 208-7 FLEXIBLE PIPE COUPLINGS AMEND FORMAT F CONSTRUCTION DETAILS 12 septembe2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 2 This project shall conform to the Capistrano Valley Water District Standard Specifications Section 15162 Flexible Pipe Couplings, with no modifications. SECTION 209 — ELECTRICAL COMPONENTS 209-2 MATERIALS 209-2.2.1 Equipment Anchoring and Construction - Anchoring methods and leveling criteria recommended by equipment manufacturers are a part of the work of this Contract. Equipment manufacturers shall furnish calculations by a registered engineer to show that equipment is fastened and anchored in a manner to resist a 0.5g horizontal seismic acceleration and gravity loadings. Construct equipment in accordance with Zone 4 seismic standards. 209-2.3.1 Conduit and Fittings a. Conduit shall comply with the requirements of the Underwriter's Laboratories, and shall be delivered to the site in standard lengths with each length bearing the manufacturer's trademark or stamp and the U. L. label of approval. b. Weatherproof seal-tight flexible steel conduit shall be used for the last three feet of motor or other vibrating loads. C. Rigid steel conduit shall be zinc coated, hot dipped galvanized or sherardized. Couplings, connectors, locknuts and etc. shall be hot dipped galvanized or sherardized. All exposed conduit shall be rigid steel. d. PVC coated rigid steel conduit shall be as manufactured by Rob Roy or Ocal-Blue, and be installed with factory joint seals and overlap sleeves. e. PVC conduit shall be rigid heavyweight type, schedule 80, U. L. approved complete with all PVC fittings. Fittings shall be of the manufacturer as the conduit and installed in accordance with the manufacturer's instructions. All risers from underground PVC conduit runs shall begin with a PVC coated rigid steel conduit elbow embedded in the concrete at such a depth as to prevent any part of the radius from being visible above the finished floor. All underground conduit installations shall be encased with 2000 PSI concrete. f. Joints in all conduit installed in concrete or exposed to weather shall be liquid and gas tight. g. Conduit shall be.supported at intervals not exceeding ten (10')feet and in all cases with a support not more than three (3') feet from an outlet or at any change of direction. Perforated strap and plumber's tape shall not be used in the electrical work. h. No electrical metallic tubing (EMT) shall be allowed. AMENOFORMATF CONSTRUCTION DETAILS t 12 Septeeerr 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 3 I. All conduits running exposed shall be run parallel to or at right angles to building walls or structural members. j. All conduits installed at this time but left empty for future work (CO - conduit only) shall be provided with a 1/8" diameter polypropylene pull rope and cap left in place for future use. k. All rigid steel conduit installed underground shall be rigid steel with 40 mil PVC jacket. 209-2.5 Outlet Boxes a. Exposed outlet boxes shall be cast aluminum as manufactured by Crouse-Hinds, Appleton Electric Co., or Engineer approved equivalent. b. In no case shall any box be smaller than four (4") inch square unless specifically noted on the Plans and be of the deep type. C. Covers shall be of the types most suitable for the fixtures or devices used at the outlets and shall finish flush with plaster or other finished surface. Covers shall be water proof. d. Outlet boxes shall be used as pull boxes wherever possible and junction or pull boxes shall be installed only as required by the Plans or Specifications. e. Outlets shall not be installed back-to-back but shall be offset 12" minimum. 209-2.6 Conductors a. Power Cable All conductors shall be delivered to the site in their original unbroken packages plainly marked or tagged as follows: Underwriter's label, size, kind and type of insulation or wire, manufacturer's name and the trade name of the wire, month and year prior to date of delivery to the site. 1) All conductors shall be copper minimum 98% conductivity, soft drawn. Sizes #12 (min.) through largest shall be dual-rated THWN/THHN type insulation. Ground and bonding wires may be type 'THWN/THHN'. Motor leads to be XHHW Stranded, or Engineer approved equivalent. 2) All branch circuit and fixture wiring splices and joints for conductors #8 and smaller shall be made with U.L. approved spring type connectors. Connectors shall be"Scotchlok" as manufactured by 3M Company or Engineer approved equivalent. AMEND FORMAT CONSTRUCTION DETAILS 33F-Sed0 m 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 4 3) All splices, connections and joints for conductors #6 and larger shall be made with U.L. approved compression type connectors. Connectors shall be Burndy'Hy-Press,T&B, or Engineer approved equivalent. Splices shall only be allowed at the motor connection. 4) All tape used in the work shall be "33" plastic electrical tape as manufactured by 3M Company or Engineer approved equivalent. 5) Wire in panel cabinets, pull boxes and wiring gutters shall be neatly grouped,tied or laced. (Separate power and signal wiring). 6) Color Coded: Wire and cable shall be factory color coded by integral pigmentation with a separate color for each phase and neutral. On conductors larger than #8 AWG colored tape or colored plastic bands will be permitted. Each system shall be color coded and shall have it maintained throughout. Phase 120/208-Volts 277/480-Volts A Black Brown B Red Orange C Blue Yellow Neutral White White Ground Green Green 7) Wire Gauge: No conductor carrying 120 volts or more shall be smaller than #12 AWG. b. Instrumentation Cable 1) Instrumentation cable shall be single or multi-conductor shielded pairs as indicated. Conductors shall be No. 18 AWG coated copper per ASTM B 33, Class B strand. 2) Insulation shall be 20 mils, cross-linked, polyethylene rated, 300 volts. Each conductor shall be color coded, and each pair shall be number coded. 3) The assembled pairs shall have an aluminum/mylartape shield with a tinned copper drain wire over it. 4) The assembly shall be covered with a polyethylene jacket, 60 mils in thickness. 5) The instrumentation cable shall be as manufactured by Okonite, Belden or Engineer approved equivalent. 209-2.7 Devices and Plates a. Duplex receptacles shall be grounding type, 120 volt, and shall have two current carrying contacts and one grounding contact which is internally connected to the frame. AMENPFORMATF CONSTRUCTION DETAILS 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 5 Devices shall be specification grade and shall accommodate a standard parallel blade cap and shall be side wired. The following is a list of acceptable receptacles: Bryant P&S, Hubbell #5242-1 or#5362-1 Leviton FCI-R Class A b. Receptacles shall be oriented vertically wherever possible and mounted at 1'- 6" from center above finished floor. Exterior receptacle shall be 20A, GFI type in FS box with gasketed cover plate and receptacle door. C. Circuit switches shall be ivory or brown to match the proposed wall finish. Devices shall be specification grade, totally enclosed, toggle type with a 20 ampere rating. The following list of switches shall be deemed as the only acceptable types; no substitutes will be allowed: Single Pole Double Pole Bryant #4901-1 #4901-1 Hubbell #1221-1 #1222-1 Leviton #550-1 #5022 d. Plates shall be supplied for every local switch, receptacle, and etc. 209-2.8 Service Equipment a. Electrical service equipment shall be new and shall be listed by Underwriters' Laboratories and bear their label. b. Vaults and Enclosures: Concrete transformer pads, slab boxes or pull boxes shall be as manufactured by Brooks Associated Concrete Products or Engineer approved equivalent. 209-2.9 Switchboards, Panelboards, and Protective Devices a. Main Switchboard 1 ) Constructed of standard formed section, floor standing, deadfront, deadrear, completely bussed, Square "D" bus stack I-line construction, Square "D", or Engineer approved equivalent. Main switchboard shall be rated NEMA 3R. 2) The bussing shall be tinned copper and shall be rigidly braced, Bus bar capacity as indicated on drawings, and braced to withstand 42,000 RMS A.I.C. 3) The panel shall consist of an underground pull section, main circuit breaker, subfeed breakers, and necessary space performers, test devices and metering. Metered Board shall be fused switches or circuit breakers as required to minimize let-through current to AMEND FORMAT CONSTRUCTION DETAILS 33F-Sec1G.Wp 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 6 tenant panels to maximum 10,000 A/C. Fabrication of the panel shall not be started until the shop drawings have been accepted by San Diego Gas & Electric and the Agency. 4) Where spaces are indicated, busses shall be extended the full length and shall be complete with mounting holes for the installation of future equipment. 5) Circuit breakers shall be molded case and be of the frame size, trip rating and interrupting capacity as shown on Plans. Breakers shall be mounted in such a mannerthat each can be removed from the front without disturbing bus work or connection studs. 6) Provide nameplate for all feeder circuit breakers as well as each section, 1/8", micarta or lamacoid plate or approved size, with beveled edges and engraved white letters on black background. b. Circuit Breakers 1) All circuit breakers, unless otherwise indicated, shall be molded case, thermal- magnetic type, conforming to the requirements of UL 489. Trip unit elements for each circuit breaker shall provide inverse time delay during overload conditions and instantaneous magnetic tripping for short-circuit protection. 2) The voltage rating of each circuit breaker shall not be less than that of a switchboard or a panelboard, etc. in which they are installed. The ampere rating of the trip unit, the frame size, and number of poles for each circuit breaker shall be as indicated on the Plans. 3) The 120/240 volt panelboard main and branch circuit breakers shall have an interrupting rating not less than 10,000 RMS symmetrical amperes at 240 VAC. C. Panelboards 1) Branch circuit panelboards shall be of the dead front safety type equipped with thermal-magnetic type 40 degrees C. circuit breakers. All branch circuit panelboards shall be as indicated on Plans, 100A bus, 5-3/4" deep panel and not less than 30" high. Panel shall be with main circuit breaker size as indicated. 2) Circuit breakers shall be rated for min. 10,000 RMS AMP interrupting capacity, or as noted on Plans, and shall be the number of poles and current capacity as indicated on the panel schedule. Branch circuit panelboards shall be Square-D type NQOD, Cutler- Hammer Type POW-R-Line, or Engineer approved equivalent with separate isolated ground bus. 3) Panel door shall have a plastic covered directory frame with a typed identification card of all circuit and panel numbers for branch circuit panelboards and engraved lamacoid nameplates for power distribution panelboards. AMEND FORMAT CONSTRUCTION DETAILS 12 Seplembe2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 7 4) Provide nameplate for all panelboards, 1/8" thick, micarta or phenolic plate of approved size, with beveled edges and engraved white letters on black background. Install nameplate on interior of all flush panels and on the exterior of all surface mounted panels. 5) Wiring shall be neatly arranged and laced together. 209-2.10 Lighting Fixtures and Lamps a. Furnish, install and connect a lighting fixture at each outlet where a lighting fixture type symbol designated on the plans is shown as being installed. Each fixture shall be complete with all required accessories, including sockets, glassware, boxes, spacers, mounting devices, fire rating enclosure and lamps. b. Ballasts shall be Class "P" rapid start, LIL approved energy saving ballasts, sound rating no greater than 50 db, with a resetting type thermal protector for ballast and capacitor, and carry the seal of certified ballast manufacturers. Auxiliary equipment shall be firmly and securely fastened in place. Ballasts shall be Advance, Magnetek, or Engineer approved equivalent. Ballasts shall be manufacturer guaranteed for two (2) years, including all labor and materials. C. All noisy ballasts shall be replaced at no cost to the Agency. d. Sockets shall be General Electric, Bryant, or Agency approved equal, white, push contact or twist turn contact. e. Fluorescent lamps shall be cool white, energy saving type. f. Pendant or Surface Mounted Fixtures shall be furnished and installed with required mounting devices and accessories, and shall include hickeys, stud extensions, ball-aligners, canopies, and stems. Locations of fixtures in mechanical areas shall be coordinated with Mechanical Equipment. Mounting stems of pendant fixtures shall be of the correct length to uniformly maintain the fixture heights shown on the Plans. Hanging devices shall comply with Code requirements. g. All lighting fixtures shall be individually supported from the structure in accordance with Code and OSHA requirements. 209-2.11 Transformers a. Transformers shall be self-cooled type with Class H insulation, and a temperature rise of 115 degrees C. in 40 degrees C. ambient under continuous full load conditions. Kilovolt ampere rating shall be as shown on the drawings. Primarywindings shall be rated at 480 volts, with six (6) 2-1/2 percent full capacity taps, two above and four below normal line voltage. Secondary windings shall be rated at 120/208 volts, single or three-phase with neutral brought out. Windings shall be of the fire-resistant type, designed for natural convection cooling through air circulation. Core mounting frames and enclosures shall be of the welded and bolted construction with sufficient mechanical rigidity and strength to withstand shipping, erection, short circuit stresses. Enclosure shall have suitable AMEND FORMAT F CONSTRUCTION DETAILS iz Septembe°soot SPECIAL PROVISIONS - SECTION 10 - PAGE 8 ventilating openings with rodent-proof screens. Transformers shall be furnished complete with mounting channels, mounting bolts. Enclosures shall be provided with lighting lugs and jacking plates as required. Noise level shall be guaranteed by the manufacturer not to exceed 40-decibels measured to NEMA Standards. Transformers shall be provided with vibration dampers consisting of Korfund spring loaded shock mounts and Elastorib sheeting or Engineer approved equivalent. Size and number of shock mounts shall be in accordance with manufacturers' recommendations for accommodation of weight and damping of critical sound frequencies. Mounting bolts on floor-mounted transformers shall extend into pads only and shall not be in strict contact with building structural members. All conduits shall be isolated from the transformer enclosures by the use of neoprene grommets at conduit entrances to enclosure and the use of a grounding bushing. Flexible jumpers shall be installed for grounding continuity from enclosure to conduits. Primaryand secondary terminals shall be terminated at a micarta terminal board. A separate insulated wire from main ground source only shall be used for transformer neutral grounding. b. Tests Each transformer must receive the following commercial tests: Ratio, Polarity, Exciting Current, No-Load Loss, Resistance, Copper Loss, Impedance, Induced and Applied Potential Test. Approval shall not be granted unless certified test reports covering commercial tests are made available for each unit with shop drawing submittal. C. Nameplates Each transformer shall be furnished with a nameplate located on the front of the unit. The nameplate shall be anodized aluminum with the following information etched or stenciled on the face: Phase Cycles, KVA, Temperature Rise, High and Low Voltage, Impedance, Serial Number, Polarity, Wiring Diagram, Weight, Instruction Book Number and complete voltage tap connection. 209-2.12 Relays and Switches a. Relays General Purpose Relays: General purpose 8 pin (octal) relays shall be plug-in type with contacts rated 10 amperes at 120 volts ac; quantity and type of contacts shall be as shown on the drawings. Each relay shall be enclosed in a clear plastic heat and shock resistant dust cover. Sockets for relays shall have screw type terminals. Relays shall be Potter and Brumfield Type KRP or KKUP, Square D, Type K, or Agency approved equal. b. Slave relays shall be used where required to obtain additional contacts. C. All relays shall have contacts rated 5 amperes at 125 volts, AC. 209-2.13 Equipment Identification Nameplates AMENDFORMATF CONSTRUCTION DETAILS 33F.SeclO, p 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 9 Identification nameplates shall be Micarta or Phenolic 1/8"thick and of accepted size, with beveled edges and engraved white letters 1/4" high minimum on black background. Nameplates shall be provided for all circuits in the service distribution, and power distribution panelboards; lighting distribution panelboards, separately mounted motor starting switches, disconnecting switches; selector switches, terminal cabinets. 209-2.14 Protection and Cleaning The Contractor shall provide adequate means for and shall fully protect all parts of the materials, equipment and etc. against damage from any cause during the progress of the work and until acceptance by the City. 209-2.15 Preliminary Operation and Testing a. All motor driven equipment shall be tested for correct rotation and completion of all connections. b. All wiring and connections shall be tested for continuity, shorts and improper grounds in accordance with the requirements of the National Electrical Code. All receptacle outlets shall be tested for proper grounding. Any and all repairs resulting from the tests or preliminary operation of the equipment shall be made by the Contractor at his expense and shall not be the cause for additional charges or claims by the Contractor. C. Required tests, in addition to those mentioned above, include but are not limited to: 1) Ground Resistance test 2) Service and feeder conductors insulation resistance 3) Motor controls and disconnecting devices 4) Such other tests as may be required by the City. 5) Furnish a written Test Result Report to City. 209-2.16 Acceptance Before the work will be accepted, this Contractor shall demonstrate to the City of Dristrict that the entire installation is complete and is in proper operating condition and that the contract has been fully and properly executed. 209-2.17 Starters a. Circuit Breakers AMEND FORMAT CONSTRUCTION DETAILS 33F-Secl0. 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 10 Square "D" Type FA, KA, LA, MA and PA, Westinghouse, or Engineer approved equivalent, molded case circuit breakers shall be furnished in all starter and branch feeder units using circuit breakers as a disconnect means or as noted on Plans. b. Identification A control center identification nameplate with factory identification numbers and characteristics shall be fastened on the vertical wire trough door of every section. Each control center unit shall have its own identification nameplate fastened to the unit saddle. These nameplates shall have suitable references to factory records for efficient communication with supplier. Each control center unit shall also have an engraved bakelike nameplate fastened to the outside of the unit doorfor ease in identification and for making changes when regrouping units. C. Disconnect Operators An external operator handle shall be supplied for each switch or breaker. This mechanism shall be engaged with the switch or breaker at all times regardless of unit door position to prevent false circuit indication. The operator handle shall be color coded to display red in the ON position and black in the OFF position. the operator handle shall have a conventional up-down motion and shall be designed so that the down position will indicate the unit is OFF. For added safety it shall be possible to lock this handle in the OFF position with up to three padlocks. The operator handle shall be interlocked with the unit door to prevent switching the unit to ON while the unit door is open. A defeater mechanism shall be provided for the purpose defeating this interlock by a deliberate act of an electrician should he desire to observe the operation of the operator handle assembly or the unit components. In the tripped position, the external mechanism will assume a neutral or horizontal position with at least 40 degrees of movement from the "ON" position. 209-3 GENERAL Complete all electrical work as called for herein and as shown or noted on the electrical Plans except as may be required to comply with applicable codes or ordinances. 209-3.1 Scope The work under this section includes the furnishing of all labor, materials, tools, equipment and apparatus for the complete installation of all electrical systems and equipment listed below and/or shown on the Plans, together with all miscellaneous items of labor and material required for the proper installation and control of all such systems and devices. The Contractor shall review the Plans and Specifications and clarify any points he deems not fully covered. Inadvertent discrepancies or omissions, failure to show details or repeat notes on each sheet of the Plans shall not be the cause for additional charges or claims by the Contractor. AMEND FORMAT CONSTRUCTION DETAILS 33F.SeclO. 12 September 2D01 SPECIAL PROVISIONS - SECTION 10 - PAGE 11 These Specifications and Plans cover the complete electrical system and all related work including but not limited to: a. A complete and operable system of service equipment, switchboards, panelboards, conduits, outlet boxes, switches, receptacles, plates, etc., and wiring for power and lighting. b. Outlets,junction and/or pull boxes, conduits, disconnects, starters,contactors,wiring and connection of all motors and mechanical equipment, including connection and wiring of line voltage controls associated with the mechanical systems. C. All lighting fixtures, ballasts, trim, hardware and lamps. d. Outlets, junction and/or pull boxes, conduits, backboards and pull wires for telephone systems and other signal systems as required and shown on the Plans. e. Complete grounding system as required and shown on the Plans. f. Testing and adjusting of the completed electrical system in a manner described in the Specification. g. Cleaning of all completed work and installation adjustment of all trim and decorative items. 209-3.2 Verification of Conditions -The work under this section has been indicated on the Plans in locations which should allow installation without interfering with the work of other trades; however, the locations are diagrammatic only and the exact finish location of equipment and materials cannot be indicated. Therefore, locations of all work and equipment shall be verified to avoid interferences, preserve head room and keep openings and passageways clear. Changes shall be made in locations of equipment and materials which may be necessary to accomplish these purposes. 209-3.3 Utility Company Arrangements -The Contractor shall provide all material, equipment and labor and shall completely install all utility systems and auxiliary systems required but not furnished by the utility companies. 209-3.4 Record and Shop Drawings a. The Contractor shall provide and keep up to date a complete "as built' set of blueline prints, which shall be corrected daily by the Job Foreman or Superintendent to show every change from the original drawings and specifications and the exact "as built' locations, sizes and kinds of equipment. This set of drawings shall be kept on the job site and shall be used only as a record set. The"as built' set shall be delivered to the Engineer upon completion of the work before final acceptance. b. Equipment for which shop drawings are required include: transformers, concrete pull boxes and slab boxes, service equipment, distribution switchboards, panelboards, AMEND FORMAT CONSTRUCTION DETAILS 33F Sect D.wp 12 September 2001 SPECIAL PROVISIONS - SECTION 10- PAGE 12 lighting fixtures and photometric data, metal pull/junction boxes larger than 6" x 6" x 4", special system components not listed above. 209-3.5 Measurement and Payment Payment for work in this section shall be included as part of the lump-sum or unit-price bid amount for which such work is appurtenant thereto. 209-4 EXECUTION 209-4.1 Conduit - Conduit shall be as indicated on the plans. Wiring, except as otherwise noted, shall be in conduit. Conduits shall not be installed in water-restraining walls, except where specifically authorized. Exposed conduit shall be installed either horizontally or vertically and parallel to the planes of the walls of vertically and parallel to the planes of the walls of floor. All wiring runs in earth shall be in PVC Schedule 40 conduit with PVC jacketed rigid galvanized steel sweeps and risers and encased in concrete with a minimum of 3 inches of cover. Conduit runs shown entering the structures and within the structures are schematic only. The exact locations of such conduit runs shall be determined by the Contractor with the approval of the Engineer to suit the structural details. Conduit shall be the sizes noted on the plans. The smallest conduit allowed shall be 1-inch trade size. Where conduit sizes are not shown, they shall be one size larger than the size required by code. All spare conduits shall be stubbed up to a flush coupling and plugged. Conduit shall run continuously between outlets and shall be provided with conduit junction boxes where connections are made, except in special pull boxes where indicated on the Plans. Weatherproof flexible steel conduit may be used in runs from adjacent junction boxes to motors, benches, and in certain locations where, for structural or other reasons, it is impractical to use rigid conduit and where specific permission to do so has been granted by the Engineer. Weatherproof flexible steel conduit shall be used with"JAKE"conduitfittings and bushings. All exposed conduits and all conduit stub-ups shall be rigid steel. Rigid steel conduit shall be used for all exposed runs in damp locations, all exposed runs interior and exterior to the buildings or structures, all pipe and filter gallery runs, except in chlorination room where exposed conduits shall be PVC Schedule 80. Threading shall be done with dies with guide sleeve bored out to allow for increased diameter of conduit. Conduit bends shall be made with next larger size EMT bender or next larger sized shoe bushed for proper fit. Cuts or damaged areas shall be repaired with an approved paste material. Conduit runs in concrete slabs, concrete walls, and masonry walls shall be PVC Schedule 40. AMEND FORMAT CONSTRUCTION DETAILS 33F-Se0O.wp 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 13 Conduit shall be concealed, unless otherwise indicated. All conduit runs exposed to view, except those under buildings, shall be installed parallel or at right angles to structural members, walls, or lines of the building. Conduit shall be kept at least 6 inches from the covering on hot water pipes, 18 inches from the covering on flues and breeches, and 3/4 inch from all water-bearing walls, unless shown otherwise on the Plans. The open ends of all conduits shall be sealed during the construction of the building. Use approved conduit unions where union joints are necessary. Running threads will not be permitted. Exposed conduit, stubbing up through floor slab into bottom of exposed panels, cabinets, or equipment, shall be lined up, properly spaced, and shall be straight and plumb. Conduits shall be installed at sufficient depth below slab to eliminate any part of the bend above top of slab. Conduit placed against concrete or masonry above ground shall be fastened to the concrete with pipe straps or conduit clamps attached to the concrete by means of expansions anchors, and bolts and unistrut. Factory-made pipe straps shall be malleable iron. Provide secure mounting facilities for all conduit. Conduit shall be supported at intervals as required by codes and not exceeding 10 feet and in all cases with a support not more than 3 feet from the outlet and at any point where it changes in direction. Wire, perforated strap, or plumber's tape shall not be used in the support of conduit. Conduit shall not be secured to suspended ceiling hanger wires or to the suspended ceiling structure. Pipe hangers for individual conduits shall be factory made, consisting of a pipe ring and threaded suspension rod. The pipe ring shall be malleable iron, split and hinged, or shall be springable wrought steel. Rings shall be bolted to or interlocked with the suspension rod socket. Rods shall be 3/8 inch for 2-inch conduit hangers and smaller and shall be 1/2 inch for 2-1/2 inch conduit hangers and larger. Hanger straps, rods, or pipe supports under concrete shall be attached to inserts set atthe time the concrete is poured. Under wood use bolts, lag bolts. or lag screws; under steel joints or trusses, use beam clamps. Where conduit passes from one type of construction to another or where there is a possibility of dissimilar movements, a suitable flexible or expansion device shall be installed. Expansion couplings shall be provided wherever conduits cross expansion joints or for continuous runs in excess of 100 feet, except when embedded in concrete. Expansion fitting shall have bonding jumper. Junction or pull boxes shall be provided for pulling conductors due to excessive number of bends or length of conduit runs. A nylon pull cord of 200-pound strength shall be installed in all empty conduits. AMEND FORMAT CONSTRUCTION DETAILS 33F-Sed O.wp 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 14 be terminated spliced with compression type connectors and insulated with three layers of UL approved vinyl insulating tape. 600 volt conductors, No. 10 AWG and smaller shall be spliced with pre-insulated coil spring type connectors. Terminations and splices in all motor connection boxes shall be made with compression type connectors. Splices in conductors shall not be allowed without written approval from the Electrical Engineer. Termination splices shall be insulated with three-layer overlap of a high temperature, UL approved, tape. Control conductors shall be spliced with pre-insulation crimp type connectors and terminated with split tongue pre-insulated, crimp type connectors. Splices and terminations of instrument cable shall be with pre-insulated crimp type connectors. Shields shall be electrically continuous at spliced joints with two layers of UL approved electrical insulating tape over splices. Connectors for terminations shall be split tongue or ring type. Shields shall be grounded at the receiving end of cables. Splices in manholes and underground pull boxes for 600 volt conductors and below shall be water-proofed using encapsulating epoxy resin splice kits. 209-4.4 Lighting Fixtures - All lighting fixtures shall be cleaned and any damaged parts including lens, burned out lamps or noisy ballasts shall be replaced prior to final acceptance. All fixtures shall be properly mounted and securely supported. Pendant or suspended fixtures shall be mounted and secured in an approved manner to withstand earthquake damage. Lighting fixtures shall be effectively grounded. 209-4.5 Grounding - The grounding system shall be continuous throughout the facility. All metallic, non-current conducting parts of the electrical system shall be grounded. Metallic raceways shall be terminated with double lock nuts and bushings. Conduits terminating in switch boards and motor control centers shall be equipped with grounding bushing and connected to equipment ground bus. Non-metallic conduits shall contain a green insulated copper grounding conductor. Ground conductor shall be securely connected to equipment and associated enclosures. Grounding continuity for underground duct banks may be maintained by the installation of a bare copper conductor installed in the concrete envelope. Ground continuity shall be maintained through all manholes and pull boxes. All metal parts in manholes shall be connected to the grounding system. Ground rods shall be 3/4-inch copper-clad steel. Locations shall be as shown on the plans; length of rods shall be as required to obtain a maximum ground resistance of 5 ohms. Top of ground rod shall be fitted with a coupling and steel driving stud. AMENDFORMATF CONSTRUCTION DETAILS 3zseaemoef2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 16 2094.2 Conduit Fittings and Outlet Boxes - Cast, non-ferrous fittings shall be installed for all exposed conduits including fittings for switches and receptacles. Stainless- steel screws shall be used to attach cover to conduit fitting. All outlet boxes that finish to an exposed concrete block surfaces shall have 2-1/8 inch deep tile rings and shall be set to allow concrete block facing over the ring to frame the opening. Tile rings shall not be grouted into exposed concrete block walls. Center outlet in course of concrete block. Standard plaster rings will not be accepted. Unless otherwise specified or noted on the Plans, boxes for the various outlets shall be as follows: For light outlet boxes, use minimum of 4 inches square, 2-1/8 inches deep, equipped with plaster ring and fixture-supporting device as required by the unit installed. For wall switch outlets. use 4-inch boxes, 2-1/8 inch deep with single or two-gang boxes with gang plaster rings for more than two switches, unless noted otherwise on the plans. For convenience outlets, use 4-inch boxes, 2-1/8 inch deep with single-gang plaster rings. All conduit fittings, sealing devices,junction boxes, and devices used in Hazardous areas shall be UL approved and as manufactured by Crouse-Hinds, Appleton, or Agency approved equal. 209-4.3 Conductors - Conductors No. 2 AWG and smaller shall be hand pulled. Larger conductors may be machine pulled with tension monitored. Wire lubricants shall be UL approved. Color Code Wire and cable shall be factory color coded by integral pigmentation with a separate color for each phase and neutral. On conductors larger than No. 8 AWG color tape or colored plastic bands will be permitted. Each system shall be color coded and shall have it maintained throughout. Phase 120/208-Volts 277/480-Volts A Black Brown B Red Orange C Blue Yellow Neutral White White Ground Green Green Note: All low "DC" and "AC" (below 100v) voltages and signals shall be grounded separately from above power grounds. 600 volt conductors, No. 8 AWG and larger, shall AMEND FORMAT CONSTRUCTION DETAILS 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 15 Connection to ground conductors shall be exothermic welded where concealed and shall be bolted pressure type where exposed. Connectors shall be of copper alloy. Grounding cable shall be copper and sized in accordance with Code requirements,when not sized on the plans. 209-4.6 Equipment Pads and Anchoring - All floor standing equipment shall be mounted on raised concrete pads. Pad size and height shall be as indicated on the plans. Pads not indicated shall extend out 6 inches beyond enclosure and shall be 3-1/2 inches above finished grade. All equipment shall be securely anchored to pads. Anchorage shall be in accordance with OSHA and other applicable standards for earthquake protection. 209-4.7 Equipment and System Identification -All control and indicating devices for equipment shall be identified with laminated plastic nameplates. Nameplates shall identify equipment and/or function. Nameplates shall be provided for all panel boards, control panels and special outlets. Three phase outlets shall be identified with circuit origin and phase identification. All control devices locate within control panels shall be identified with permanent tags. Embossed, stick-on, plastic tags shall not be used. Terminal strips shall be identified by imprinted markers in center or under terminal strip. All cables and all conductors shall be identified at each termination. All circuits and all multi-conductor cables shall be identified in each manhole and pull box. Individual conductors that make up a circuit shall be bundled and laced together with imprinted heat shrink tubing or imprinted plastic coated cloth. Circuit and multi-conductor cable identification shall be made with imprinted metal bands or tags. All control wiring shall be color coded and color continuity maintained throughout the system. Control circuit color coding is as follows: Color Service Red Hot lead (usually to stop P.B.) Yellow Common return Brown Main coil (usually to start P.B.) Blue Reset coil Orange Trip coil All conductors shall be marked at both ends with shrink fit markers which clearly display a computer generated circuit number at each end of the conductor. 209-4.8 Earthwork - Excavation and backfill necessary for proper installation of the electrical work shall conform to the provisions of the Section of earthwork in these specifications. AMEND FORMAT CONSTRUCTION DETAILS 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 17 209-4.9 Cutting and Repairing - Where it becomes necessary to cut into existing work for the purpose of making electrical installations, core drills shall be used for making circular holes. Other demolition methods for other cutting or removing shall be approved by the Engineer prior to starting the work. The Contractor shall repair all damage caused thereby to the satisfaction of the Engineer. 209-4.10 Dissimilar Metals - Wherever dissimilar metals come in contact, the Contractor shall isolate these metals as required with neoprene washers or gaskets. Where fastening aluminum items, stainless-steel bolts shall be used. Wherever steel and aluminum join, isolation bushings shall be used to separate these dissimilar metals and grounding jumpers shall be provided across these joints. SECTION 210 — PAINT AND PROTECTIVE COATINGS This project shall conform to the Capistrano Valley Water District Standard Specifications Section 09900 Painting and Coating, with no modifications. SECTION 215 — EXISTING FACILITIES This project shall conform to the Capistrano Valley Water District Standard Specifications Section 01045 Existing Facilities, with no modifications. SECTION 216 — PRECAST CONCRETE VAULTS This project shall conform to the Capistrano Valley Water District Standard Specifications Section 03462 Precast Concrete Vaults, with the following modifications: The vault shall be Jensen Precast, Special 8 x 10 x 84 Series Manhole or approved equal. 300-3 STRUCTURE EXCAVATION AND BACKFILL This project shall conform to the Capistrano Valley Water District Standard Specifications Section 02200 Structure Earthwork, with no modifications. 306-1 OPEN TRENCH OPERATIONS This project shall conform to the Capistrano Valley Water District Standard Specifications Section 02223 Trenching, Backfilling, and Compacting, with no modifications. 306-1.4 Testing Pipelines - This project shall conform to the Capistrano Valley Water District Standard Specifications Section 15042 Hydrostatic Testing of Pressure Pipelines, with no modifications. 306-1.7 Chlorination of Domestic Water Mains and Services for Disinfection - This project shall conform to the Capistrano Valley Water District Standard Specifications Section 15041 Chlorination of Domestic Water Mains and Services for Disinfection, with no AMEND FORMAT CONSTRUCTION DETAILS 33F-Secto.wp 12 3eplember2001 SPECIAL PROVISIONS - SECTION 10- PAGE 18 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS PART IV — APPENDICES APPENDIX - A Capistrano Valley Water District Standard Drawings APPENDIX - B Capistrano Valley Water District Standard Specifications APPENDIX - C Federal Wage Rates Federal Labor Standards AMEND FORMAT F PART III -APPENDICES 34F-patl3.wpd izseve,wezoai GENERAL CONTENTS - PAGE 1 modifications. 306-1.8 Domestic and Non-Domestic Water Facilities Identification This project shall conform to the Capistrano Valley Water District Standard Specifications Section 15151 Domestic and Non-Domestic Water Facilities Identification, with no modifications. - END OF SECTION - AMEND FORMAT CONSTRUCTION DETAILS 12 September 2001 SPECIAL PROVISIONS - SECTION 10 - PAGE 19 f / 10" TO ANGLE METER STOP PRO PERTY LINE I \ 7 2" CHIP 2" 'W IN CURB FACE TO IDENTIFY POTABLE WATER SERVICE LOCATION OR Y 'NP" TO IDENTIFY NON—POTABLE WATER SERVICE LOCATION i i I f CONSTRUCTION NOTES 1. DOUBLE STRAP SERVICE SADDLE REQUIRED FOR ALL SERVICE CONNECTIONS TO ANY SIZE MAIN. SERVICE SADDLE SHALL NOT BE INSTALLED WITHIN 18" OF A VALVE, COUPLING, FITTING, OR OTHER SERVICE.. TAPPED COUPLINGS ARE NOT PERMITTED.. 2 INSTALL CORPORATION STOP WITH KEY SIDEWAY IN OPEN POSITION. 3. SET TOP OF METER BOX FLUSH WITH SIDEWALK IN OPEN POSITION, 4.. THE CORPORATION STOP TAP SHALL BE MADE AS SPECIFIED BY THE PIPE j MANUFACTURER'S INSTALLATION GUIDE. ALL TAPS SHALL BE MADE WITH MACHINE GUIDE OR PILOT TAP. 5 THE WATER SERVICE SHOULD EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROM THE WATER MAIN TO THE METER STOP. 6.. METER BOXES SHALL BE SET IN SIDEWALK WHERE SIDEWALK IS ADJACENT TO CURB, OR IN PARKWAY BETWEEN CURB AND SIDEWALK. 7.. ALL SWEAT JOINTS SHALL BE SILVER SOLDER OR TIN/ANTIMONY (95/5) SOLDER. 8 ALL NON—POTABLE SERVICES SHALL BE MARKED AS DETAILED IN SECTION 15151 OF THE SPECIFICATIONS. 9. COMPRESSION TYPE CORPORATION STOP AND ANGLE METER STOP MAY BE SUBSTITUTED FOR 'THE FEMALE IRON PIPE STYLE WITH MALE IRON BY SWEAT ADAPTORS AS SHOWN. 10 A 1" BYPASS LINE WITH LOCKING CURB STOP MAY BE REQUIRED FOR INSTALLATIONS NEEDING CONTINUOUS SERVICE.. J 11 METER BOXES SHALL NOT BE LOCATED IN DRIVEWAYS 12, METER BOX AND SERVICE RUN TO BE FURNISHED AND INSTALLED BY APPLICANT 13 FOR THE PURPOSE OF AN IRRIGATION SERVICE-- NO BALL VALVE IS NEEDED, AND A STRAIGHT METER COUPLING SHOULD BE USED, FOR 1-1/2" AND 7' IRRIGATION METERS USE A TURBINE METER WITH A STRAINER, 2" SERVICE INSTALLATION REVISIONS / STD. NO, NO. DATE APPROVED j CAPISTRANO VALLEY 1 01/09/92 RWC WATER DISTRICT ° 2 08/11/92 RWC 2 APPR 3 02/16/93 RWC 2 DIS I ENGINEER DA E SHEET 2 OF. 2 F:\�sm\w-aze I 13" (1-1/TMETER) CENTER METER 10" 17' IN BOX (2" METER) . o d 3 .c •f P i . 36" IN \ p 0 4' Q 0 4 0 00 6 o p`6 0 OOp 7 0 g OpQ�00 1 5 ^ LEVEL-- METER AND CUSTOMER SERVICE VALVE 70 BE FURNISHED AND INSTALLED BY DISTRICT UPON PAYMENT OF ALL APPLICABLE .FEES. NOTE: BRONZE STRAINER TO BE ITEM USED FOR 2" TURBO METERS NO. SIZE & DESCRIPTION MANUFACTURER SPEC. NO. DOUBLE STRAP BRONZE SERVICE JONES J-979 I.P.. SADDLE 2" IP OUTLET MUELLER H-16102 TO H-16116 0 FORD 202—SIZE I.P.7 ROCKWELL 323—SIZE-14 2" BRONZE CORPORATION STOP — JONES J-19.31 OBALL VALVE TYPE.. MUELLER B-25028 I.P. THREAD X F.I.P.. FORD FB1700 2" BRONZE ANGLE METER STOP — JONES J-1974—W O3 BALL VALVE TYPE MUELLER B-24286 W/ LOCKWING F..I.P.. X FLANGE FORD BA13-777W BRONZE CUSTOMER SERVICE — JONES J-1913—W 44) BALL VALVE TYPE.. FORD BF13-777 W/ HH-67 METER SIZE FLANGE X F.I.P. 2" COPPER TUBING ANACONDA COPPER TYPE O PHELPHS—DODGE "K" SOFT CONCRETE METER BOX 1-1/27MEfER 2" METER © W/ READING LIND (SEE NOTES 3, 6, & 13) BROOKS 65—S 66 EISEL 655B 5668 6" BASE OF .3/4 ROCK SEE SPECS. © 2" ADAPTER MALE IP. X SWEAT SEE SPECS.. O9 2" COPPER 90° ELBOW SWEAT SEE SPECS,. 2" SERVICE INSTALLATION REVISIONS /® CAPISTRANO VALLEY �'° N° DATE APPROVED N0. 01/09'92 RWD WATER DISTRICT tr � � 2 09/11/92 RWCgo APP i 3 02/04/g3 RWC DI RICT ENGINE Z DA SHEET 1 OF 2 REPLACEMENT PAVEMENT. SAW CUT PIPELINE SEE NOTE 5. BOTH SIDES ' SEE NOTE 5. EXISTING IL PAVEMENT EXISTING BASE CKFILL ZONE.. STRUCTURAL ZONE. / SEE NOTE 5.. ' SEE NOTE 5.. i 12" PIPE MIN ZONE 6' MIN. .ON EACH SIDE Er MAX-OF PIPE PIPE VARIES (4" MIN) rl BEDDING �\ \ TRENCH SECTION FOUNDATION } CONSTRUCTION NOTES I1.. 95%, MIN. RELATIVE COMPACTION SHALL BE REQUIRED IN THE STRUCTURAL ZONE AND O 5' BELOW IT.. 90% SHALL BE REQUIRED IN THE REMAINADER OF THE BACKFILL ZONE 2. PRIOR TO PLACING BACKFILL, CALL CITY ENGINEERING DIVISION FOR STREET ZONE, INSPECTION. 3. ALL WORK SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02223 & 02220 4. ALL BACKFILL WITHIN THE PIPE BASE AND PIPE ZONE SHALL BE IMPORTED SAND OR GRANULAR MATERIAL UNLESS NOTED OTHERWISE.. 5.. BACKFILL. BASE, & PAVEMENT REPAIR TO BE DONE PER THE "EXISTING STREET TRENCH DETAIL' OF THE GOVERNING CITY. PIPE, PIPE BEDDING & PIPE ZONE BACK FILL PER THIS DETAIL WHERE CONFLICT OCCURS WITH THE TRENCH DETAIL OF THE GOVERNING CITY. STREET BACKFILL AND RESURFACING DETATIL REVISIONS CAPISTRANO VALLEY "° NO.1 DATE APPROVED 1 0312/92 RWC WATER DISTRICT 2 02/11/93 RWC � �1111 APPR ED W- 8 3 02/16/93 RWC A4 1 ENGINEER DA SHEET 2 OF 2 BELL PIPE (� 4^MIN _ UNDISTURBED SOIL BELL HOLE PIPE BASE PER SPECIFICATIONS BELL HOLE PROFILE FOR PIPE COUPLING PIPE I 6' 2'-6" 2'-6' 6" MIN MIN 4" MIN.. MOUND OF IMPORTED SAND UNDISTURBED SOIL MOUND PROFILE FOR PIPE PAVED AC OR PCC PIP NE UNPAVED AREA PAVEMENT AREA PAVEMENT ZONE STREET AGGREGATE TRENC / ZONE H ZONE 18" BASE AS REQUIRED 6" MIN. ON EACH SIDE TRENCH 8 MAX OF PIPE ZONE / 12" PIPE PIPE ZONE /.' : / ZONE VARIES, 4' MIN., OR PIPE 1/4 O.D. WHICHEVER '- PIPE BASE BASE TRENCH SECTION CONSTRUCTION NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02223.. 2 ALL BACKFILL WITHIN THE PIPE BASE AND PIPE ZONE SHALL BE IMPORTED SAND OR GRANULAR MATERIAL UNLESS NOTED OTHERWISE 3 A.C.P , D I.P., AND P.V.C.. PIPE SHALL BE INSTALLED AS DETAILED IN SECTIONS 15702, 15056, AND 15064 RESPECTIVELY 2, MARK PIPE PER SECTION 15151. TRENCH SECTION 8c PIPE BEDDING DETAILS REVISIONS 1 /A CAPISTRANO VALLEY STD. NO. NO. DATE APPROVED 1 03/11/92 RWC WATER DISTRICT 2 08/11/92 RWC o APP E LL8 3 02/04/93 RWC �_� DI I T ENGINEE DA SHEET 1 OF 2 F.\cmpsm\w—a f ,s f l#� 4 T IN IN IN o: f 3 f + ELEVEL 33 I ITEM NO. SIZE & DESCRIPTION MANUFACTURER SPEC. NO. DOUBLE STRAP BRONZE SERVICE JONES J-979 I.P. SADDLE 2" IP. OUTLET MUELLER H-16102 TO H-16116 FORD 202-SIZE LP,7 ROCKWELL 323-SIZE-14 2" BRONZE CORPORATION STOP - JONES J-1931 O BALL VALVE TYPE. MUELLER B-25028 I P. THREAD X F,I-P.. FORD FB1700 2" BRONZE ADAPTOR O3 MALE X LP. SWEAT, 2" COPPER TUBING ANACONDA COPPER TYPE ® PHELPHS-DODGE "K" SOFT O2" 90' BEND„ ANACONDA COPPER TYPE S COPPER - SWEAT X SWEAT. PHELPHS-DODGE "K" SOFT SHALLLEBE SWEAT SOLDERED, ORS TIN-ANTIMONY 95/5. ) © 2" BLOW OFF HYDRANT. KUPFERLE FNDRY.. Co NO 85-B O CLASS "g CONCRETE COLLAR, 2" BLOW- OFF N0. DATE�I SIONS I APPROVED , CAPISTRANO VALLEY STD. NO. ' 101/24/90 RWC 2 08/11 92 RWC , � WATER DISTRICT � pp PR ED S 1 302 04 93 RWC QXRICT ENGINEER DA SHEEP 1 OF 1 F:\LVWDSM\W-1 lA r i CAP SCREW 1 AW..W.A 2" SQUARE OPERATING NUT 12" WELD 6 1/2" DIA X 3/16" SPACER PLATE 12" BELOW TOP OF OPERATING NUT I18" MIN, 1 1/4" SOLID, ROLL OR SQUARE STOCK (PINNED COUPLERS ARE UNACCEPTABLE) WELD F , SOCKET FOR 2" SQUARE OPERATING NUT I� CONSTRUCTION NOTES z" 1 PROVIDE VALVE STEM EXTENSION WHEN 1 11/1x" DIA DEPTH TO OPERATING NUT EXCEEDS 36" (FABRICATE EXTENSION TO FIELD MEASURMENTS -SEE NOTE 2). 2 MOLES, 1' DIA. 2. NO VALVE STEM EXTENSION SHALL BE LESS THAN 18" IN LENGTH. TERMINATE 6 1/2" DIA. EXTENSION 18" TO 24" FROM FINISHED GRADE.. SPACER PLATE 3. PROVIDE ADDITIONAL SPACER PLATE PLAN WHEN DISTANCE TO BOTTOM SOCKET EXCEEDS 5'.. VALVE STEM EXTENSION ®RENMSIONS CAPISTRANO VALLEY ° "°N0.1 WATER DISTRICT2 AP RQ' e1. 3 DI RICT ENGINEER SHEET 1 OFFFFJJJI r:�cwasro�w-oan UNIFORM LOCATION OF SUBJECT MATTER IN SPECIAL PROVISIONS (Based on APWA Greenbook Standard Specifications, 2000 edition) Abbreviations - 1 Liquidated Damages (terms) - 6 Address for Notices - 6 Location of Utilities - 5 Allowances - 9 Materials and Equipment - 4 Assignment - 2 Materials - 4 Authority of the Engineer - 2 Measurement and Payment - 9 Bid Schedule - 9 Meetings - 2 Bid requirements - ITB Mobilization - 9 Bonds and Insurance - 7 Notification - 6 Cash Allowances - 9 Or Equals - 4 Change Orders - 3 Owner Responsibility/Authority - 2 Changed Conditions - 3 Payment - 9 Changes in Work - 3 Permits - 7 Changes in the Work - 3 Plans & Specifications - 2 Commencing Work - 6 Precedence, Order of- 2 Completion of the Work - 6 Premises, Use of- 7 Conferences - 6 Product Data - 4 Construction Details - 10 Progress Payments - 9 Contract Times - 6 Prosecution of the Work - 6 Contract Documents, Precedence of- 2 Protection of Utilities - 5 Contractor Responsibilities - 7 Protection of Existing Improvements - 7 Control of Materials - 4 Relocation of Utilities - 5 Correction Period - 6 Removal of Utilities - 5 Cost of Change Order Work - 3 Retainage - 9 GPM - 6 Rights of Way - 2 Day, Definition of - 1, 6 Safety - 7 Default by Contractor- 6 Schedules - 6 Defective Work - 4, 6 Scope of Work - 2 Delays and Time Extensions - 6 Shop Drawings - 2 Differing Site Conditions - 3 Site Maintenance - 7 Existing Utilities - 5 Stopping the Work - 6 Extra Work - 3 Subcontracts - 2 Field Offices - 8 Submittals - 2 Final Payment - 9 Subsurface Conditions/Data - 2 Force Account - 3 Surveying - 2 Guarantees - 6 Suspension of Work - 6 Hours of Work - 6 Termination - 6 Inspection - 2 Time of Completion - 6 Insurance - 7 Unforseen Site Conditions - 3 Laws and Regulations - 7 Use of Improvements Construction - 6 Liens (Stop Notices) - 9 Utilities - 5 Liquidated Damages (amount) - Warranty - 7 (agreement) Weather Delays - 6 pay for the cost of all repairs and protection to said facilities. The contractor's work may be stopped until repair operations are complete. F_ Protection of Landscaping 1. The contractor shall be responsible for the protection of all the trees, shrubs, fences, and other landscape items adjacent to or within the work area, unless_ they are directed to do otherwise on the plans 2. In the event of damage to landscape items, the contractor shall replace the damaged items in a manner satisfactory to the District Representative and their owner.. 3, When the proposed pipeline is to be within planted or other improved areas in public or private easements, the contractor shall restore such areas to the original condition after completion of the work This restoration shall include grading, a'placement of 5 inches of good topsoil, resoding, and replacement of all landscape items indicated. G. Permits All work shall conform to the specifications and requirements of the State of California Department of Transportation, the Orange County EMA, the city having jurisdiction, or the other affected agencies involved The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits PART 2- MATERIALS A. Grout Grout shall consist of Portland cement and water or of Portland cement, sand, and water; and all grout mixtures shall contain 2% of bentonite by weight of the cement.. Portland cement, water and sand shall conform to the applicable requirements of the concrete section (Section 03300) except that send to be used shall be of such fineness that 100% will pass a standard 8 mesh sieve and at least 4.5°=. by weight, will pass a standard 40 mesh sieve. B.. Bentonite Bentonite shall be a commercial-processed powdered bentonite, Wyoming typesuch as Imacco-gel, Black Hills, or equal All materials used in making the connection or r_movino the facility frgrn service shall conform u the applicable s=_ctio's of these spe,ificaii9as PART 3 - EXECUTION - _. COnncC: n iJi 5: a.i ._ c_..e ], ti"1' __ nrZ=;J ..C��nss $r.el1.; G...,.• or speeiii_o nerv�n 2 The can:ractor e`all iurnish a!I pip_ and mater,a!s incivding fumishir_ .1 --bor ;rad equipment necessary to make t.le connectiDns all tequi:ed excavai.on. tackfill, pavement repiacemeni lights and barricades and may be required to include a water truck high lin- hese, and iitiines as part of this equipment for making the connections In addition the contractor sha!I assist the Distract in a!!eviating cny herdsh:ip incurred CVh✓D IAN 95 01015 2 -� during the shutdown for connections. Standby equipment or materials maybe required by the District Representative,. 3. The contractor will de-water existing mains, as required, in the presence of the District Representative,. 4. Connections shall be made with as little change as possible in the grade of the new main.. If the grade of the existing pipe is below that of the new pipeline, a sufficient length of the new line shall be deepened so as to prevent the creation of any high spot or abrupt changes in grade of the new line. Where the grade of the existing pipe is above that of the new pipeline, the new line shall be laid at specified depth, except for the first joint adjacent to the connection, which shall be deflected as necessary to meet the grade of the existing pipe.. If sufficient change in direction cannot be obtained by the limited deflection of the first joint, a fitting of the proper angle shall be installed.. Where the connection creates a high or low spot in the fine, a standard air release or blow off assemble shall be installed as directed by the District Representative a. Removal from Service of Existing Mains and Appurtenances 1.. Existing mains and appurtenances shall be removed from service at the locations shown on the plans or as directed by the District Representative.. 2.. Abandoned pipe shall be filled with grout or bentonite.. 3. Existing pipe and appurtenances may be removed from the ground, in which case all backfill and repair of surface shall be in accordance with Section 02223. 4.. Removed pipe and appurtenances may be temporarily stockpiled on the job in a location that will not disrupt traffic or be a safety hazard, disposed of in a proper manner (as determined by the District Representative), or it may be delivered to the District yard as directed by the District Representative, 5. Before excavating for installing mains that are to replace existing pipes and/or services, the contractor shall make proper provisions for the maintenance and continuation of service as directed by the District Representative unless otherwise specified.. 6 If the meter box is to be removed from an abandoned water service,the service line is to be removed and the corporation stop closed and capped. If there is no corporation stop on the service, the adapter is to be removed and a brass plug is to be installed in the service saddle END OF SECTION :;nr«Doc CVWD JAN 95 01045-3 2. Provide one (1) washer for each nut Each washer shall be of the same material as the nut.. C. Painting and Coating All cast components shall be epoxy lined and coated per Section 09900. PART 3 - EXECUTION A.. installation of Flexible Pipe Couplings 1. Clean oil, scale, rust. and dirt from pipe ends.. Clean gaskets in flexible pipe couplings before installing.. Install expansionjoints per manufacturer's recommendations. Install expansion joints so that 50% of total travel is available for expansion and 50% is available for contraction. 2. Lubricate bolt threads with graphite and oil prior to installation. 8.. Feld Coating 1.. Coat buried flexible pipe couplings, transition couplings, and flanged coupling adapters per Section 09900.. Then wrap the couplings with 8-mil polyethylene wrap per AW WA C1 05- 2. Coat flexible pipe couplings (including joint harness assemblies), transition couplings, and flanged coupling adapters located indoors, in vaults and structures, and above ground with the same coating system as specified for the adjacent pipe. Apply prime coal at factory. C. Hydrostatic Testing Hydrostatically test flexible pipe couplings, expansion joints, and expansion compensators in place with the pipe being tested, 'Test in accordance within Section 15042. END OF SECTION J 5.1516]GOC CVWD JAN 95 15162-2 i STANDARD SPECIFICATIONS SECTION 01045 EXISTING FACILITIES PART 1 - GENERAL - A. Description This section includes requirements for connection to and abandonment of existing water facilities.. - - B. Rotated Work Specified Elsewhere - . All refa"ted workk-specified elsewhere, or in other codesor standards, will be as last revised, unless a specific dale of issuance is called out in opposition to later revision date(s) Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work.. 1 Trenching, Backfilling, and Compacting: 02223 2., Chlorination of Domestic water Mains and Services for Disinfection: 15041 3. Hydrostatic Testing of Pressure Pipelines: 15072 4. Manual Valves: 15100 C. Condition of Existing Facilities The District does not warranty the condition, size, material, and location of existing facilities. D.. Location The contractor shall be responsible for potholing and verifying in advance the location of all existing pipelines as shown on the plans, Discrepancies shall be reported to the project engineer, prior to the fabrication of, or purchase of material affected by the discrepancy E Protection of Existing Utilities and Facilities 1. The ceniract7r shall be respcnsible for the care and pr-._-tion of a'I axvs isting saar pipe. +v:ater pipe cos r• pins culverts, povlar Gr _omnuL: -a;ig^5 lines, si.-:c na{ks curbs.. caveme- or c.!-.er Bid s.._-....sem the. may be _..c..,:n:_._c ir. c. . s the arse of the c..-rk 2, 1-,.shall be t.-.e 6u:1 of z1he ._..tracer n r_:ry Undercrgund Se"ice :;la,-t zr:6 ___n agency o1 juris_._:icn and rna're arrays—,Bmanis for locating their faci'rtics prior to beginning construction. 3 In the event of damage to any existing facilities during the progress of the work and of the failure of the contractor to e>:arci=_e t:,e proper precautionsthe cc,-tractor v,,ill pay for the cost of all repairs and protection io said facilities. The contractor s work roc CVWD JAN 95 01045-1 i - STANDARD SPECIFICATIONS SECTION 15162 FLEXIBLE PIPE COUPLINGS PART 1 - GENERAL A. Description This section includes materials and installation of flexible gasketed sleeve-type compression pipe couplings. B. Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. - 1.. Painting and Coating: 09900 2.. Hydrostatic 'Testing of Pressure Pipelines: 15042 C.. Approved Manufacturers 1. Flexible Couplings Dresser Style 153 Rockwell Type 431 Baker Series 228 2. Transition Couplings Dresser Style 62 or 162 Rockwell Series 413 Baker Series 212 or 240 3. Flanged Coupling Adapters Rockwell Type 912 Dresser Style 127 Baker Series 601 or 604 PART 2 - MATERIALS A. Couplino Sleeve and Ranges Coupling sleeves and flanges shall be ductile iron B. Bolts and Nuts for Ranges 1. Bolts and nuts are buried and submerged flanges, flanges in underground vaults and structures: and flanges located outdoors above ground shall be Type 316 stainless steel conforming to ASTM A 193 (Grade 88MI) for bolts and ASTM A 194 (Grade 8M) for nuts s.161.2.DDC CVWD JAN 95 r 15162-1 herein. J. Domestic water Piping 1. All domestic water piping shall be installed with domestic water identification. 2. All PVC domestic water piping shall be blue or shall be white with blue stenciling appearing on both sides of the pipe with the marking 'DOMESTIC WATER" in 518-inch letters repeated every 12 inches. 3. Blue warning tape identifying it as a domestic water line and stating "CAUTION: Domestic water-LINE BURIED BELOW" maybe used as an alternate to blue or stenciled pipe.. The tape shall run continuously for the entire length of the main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and pipe every 5 feet on center,. PART 2-MATERIALS A, Buried Piping Warning Tape - The plastic warning tape shall be an inert plastic film specifically formulated for prolonged underground use and shall be prepared with black printing on a purple field having the words, "CAUTION: NON-DOMESTIC WATER-LINE.' Warning tape for domestic water pipeline shall be blue with black printing having the words, 'CAUTION: DOMESTIC WATER- LINE BURIED BELOW." The minimum thickness shall be 4 mils and the overall width of the tape shall be 12 inches (for B-inch pipe) and 6 inches (for 6--inch and smaller pipe). B.. Warning Labels Labels shall be inert plastic film specifically formulated for prolonged exposure and shall be prepared with black printing on a purple field having the words: 'CAUTION: NON-DOMESTIC WATER FACILITY . The minimum thickness shall be 4 mils for adhesive backed labels and 10 mils for tag type labels,. Tag type labels shall have reinforced tie holes and shall be attached with heavy-duty nylon fasteners.. The size, type of label and location will be dictated by each individual application and subject to acceptance by the District's Representative The minimum size shall be 112--inch high letters. C. Quick-Coupling Valves Quick-coupling valves used in non potable irrigation system shall conform to the following: 1, Quick-coupling valves shall be 3i4 or 1-inch nominal size, Nelson 42 with 40K key or approved equal with brass construction and a normal working pressure of 150 psi 2 In order to prevent unauthorized use, the valve shall be operated only with a special coupler key with an acme thread for opening and closing the valve. 3 The cover shall be permanently attached to the quick-coupling valve. It shall be purple rubber or vinyl 4. Special or locking covers may be required by the District and shall be noted on the plans during the plan check review s.a:coov CVWD JAN 95 15151-4 I PART 3 -EXECUTION A.. Installation of Pipe Warning Tape Warning tapes shall be installed directly on the top of the pipe longitudinally and shall be centered. The warning tape shall be installed continuously for the length of the pipe and shall be fastened to each pipe length by plastic adhesive tape banded around the pipe and warning tape at no more than 5-Toot intervals.Taping attached to the sections of pipe before installing in the trench shall have 5-foot minimum overlap for continuous coverage. All risers between the main line and control valves shall be installed with warning tape., S. Installation of Wamino Labels Warning labels shall be firmly attached to all appurtenances using heavy-duty nylon fasteners. C. Installation of Witness Markers Witness markers shall be installed over pipe in unpaved areas, open space areas, at appurtenances, including but not limited to valves, air release/vacuum breaks, dead ends, inflection points, tees, and every 500 feet. - Witness markers shall be embedded into the soil at least 1 B" and shall be equipped with a barb or other such device to Provide a sure grip in the surrounding soil. END OF SECTION ..16161.DOC CVWD JAN a5 15151-5 Phone: (713) 943-0070 or (800) 231-6074 b. Terra Tape, Division of Reef Industries P. O, Box 33310 Houston, TX 77233 Phone: (800) 231-2417 2. Warning Labels and Signs In all cases the warning labels or signs must be approved prior to installation. Failure to receive prior approval may result in the Owner, Applicant, or customer removing such sign(s) and providing approved replacement(s)- All costs wilf be at the Applicant's, Owner's or customer's expense, Failure to comply with these requirements as set forth herein will result in termination of service as provided for in the District's Rules and Regulations Sections 600 and 70Q, 3. Non-Domestic water Quick-Coupling Valve: Nelson 42 and 40K key: Non-Domestic water Quick coupling valves must have Acme threads.. 4. Domestic water quick coupling valves must have non Acme threads 5. Witness Markers a. Carsonite Water fine Markers Carsonite International 1301 Hot Springs Road Carson City. NV 89706 Phone (800) 648 7974 D. Stenciled Pipe 1.. The use of stenciled pipe will be accepted as an alternative to the use of warning tape,. 2 ACP, DIP, carrying Non Domestic water shall have the words ' NON-DOMESTIC WATER stenciled with 2-inch purple letters. ACP, DIP, carrying Domestic water shall have the words 'DOMESTIC WATER" stenciled with 2 inch blue letters. Lettering shall be on both sides of the pipe in at least three places in a 13-fo6t section of pipe (total six places per section of pipe).. 3 Stenciled on-site PVC Non Domestic piping shall be white with purple stenciling, Alternately purple pipe with black letters may be used. The stenciling shall appear on both sides of the pipe with the marking NON-DOMESTIC WATER in 5,8-i,ch IEtters repeated every 12 inches PVC shall got he used for domestic water piping except as exempted in section 15064 E. Valve Boxes 1 All valve boxes for non-domestic v.ater facilities shall have triangular valve box covers with the inscription NON-DOMESTIC cast thereon per Section 15100, and shall be painted purple Valve boxes for domestic water systems shall be as specified in Section 15100. 5161f 1.D0C CVWD JAN 95 J 15151 2 I —. All valve boxes installed in unpaved areas ( open space areas) shall be marked with a t witness pole; in addition to the above referenced markings.. F. Color and Painting Schedule 1, Non-domestic water facilities shall be painted purple per Section 09900.. 2.. Domestic water facilities shall be blue, with the exception of fire hydrants which shall be painted as specified in Section 15139.. 3.. Witness poles for non-domestic water lines, valves and appurtenances shall be purple 3. Witness poles for domestic water lines, valves and appurtenances shall be blue. G- Restriction of Public Access 1. All on-site non-domestic water facilities shall be restricted from public access so that the general public cannot draw water from the system. Facilities such as wash-down hydrants Itypically found at tennis courts), blow off hydrants, blow offs on strainers, and other such facilities, shall berestricted from public access 2. Non-domestic water facilities, both above and below grade, shall be housed in an approved lockable container colored purple . A sign reading 'CAUTION; NON- DOMESTIC WATER"shall be installed, its size approved by the District Representative.. An alternative acceptable means of restricting public access is the use of valves that operate by means of a recessed key slot or by means of hexagonal heads (such as those typically found on fire hydrants). Other means of restricting public access may be approved by the District Representative.. H. Waming Signs and Labels 1.. The District requires warning labels to be installed on all appurtenances in vaults, such as, but not limited to, air release valves, blow offs, and meters, and on designated facilities, such as, but not limited to, controller panels and wash down or blow off hydrants on water trucks and temporary construction services. 2. Each pump and every pipe shall be identified with a painted label, In the fenced pump station area at least one sign shall be posted on the fence which can be readily seen by all operations personnel utilizing the facilities, 3, Painted labels may, at the District Representative's discretjon be acceptable in lieu of plastic labels - !. Ouick-CouAlino Valves 1 In order to prevent unauthorized use, all non-potable irrigation quick-coupling valves shall be operated only with a special coupler key with an acme thread for opening and closing the valve 2 Quick-coupling valves used in domestic water systems shall be operated with a coupler key not using an acme thread for opening and closing the valve. and with a brass cover. 3 A warning sign shall be attached to each non-potable irrigation valve as specified 516161 OOC CVWD JAN 95 15151-3 STANDARD SPECIFICATIONS SECTION 15151 DOMESTIC AND NON-DOMESTIC WATER FACILITIES IDENTIFICATION PART 1 -GENERAL A.. Description All domestic water systems and appurtenances shall be identified as herein described, All non- domestic water systems shall be identifies as described in the "Rules and Regulations for Users of Non-domestic Water", unless the issue is not covered. In which case non-domestic water systems and appurtenances shall be identified and herein described.. This section describes special identification, markings, materials and their installation procedures for potable and non-domestic water facilities. All water systems and appurtenances must be marked as described here-in to avoid confusion with other utilities and between each other.. B.. Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(sl. Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Painting and Coating: 09900 2 PVC Pressure Distribution Pipe: 15064 3, Asbestos Cement Distribution Pipe: 15072 4. Manual Valves: 15100 5- Ductile Iron Pipe & Fittings: 15056 6 Combination Air Release and Vacuum Relief Valves: 15089 7. Fire Hydrants 15139 a. Water Meters 15'.50 C Approved ManUfacturers 1 Warning Tao= a Griffolyn Company, Inc. 10020 Mykawa Road P.O. Rox 33248 Houston, TX 77033 Phone: (713) 943-0070 or (800) 231-6074 s.+s i s+ooc CVWD JAN 95 15151-1 i The meter shall have an accuracy of 0..5% of-the actual flow within the designated flow range.. The meter shall not require more that a total of seven (7) pipe diameters of straight run included in the length of the meter., The meter tube shall be constructed of carbon steel, schedule 40 pipe, with ANSI 150- pound flanges.. The tube shall be epoxy lined and coated with 15 mils of Keysite 740.. 'The support member shall be capable of maintaining the cone's orientation in flows up to 20 foot per second The upstream pressure taps shall be 112 inch female NPT,and downstream pressure taps shall sense pressure at the centerline of the flow stream 2. Flow Transmitters: Flow transmitters shall have diaphragms and drain valves madeof316 stainless steel, with bolts and flanges of Cadmium Plated Carbon Steel, housed in NEMA 4 enclo- sures. 'The fill fluid shall be silicone oil. The accuracy shall be with-in 0..25% of calibrated span for a range of 20% to 100% of flow including the combined effects of linearity, hysteresis and repeatability. The flow transmitter shall have a range as specified by the district and shall provide a 4.20 MA DC output with adjustable damping proportional to flow rate. The flow transmitters shall be Rosemount Smart family Model 1151.. 'Transmitter shall be supplied with 3-valve manifolds No. 01151.150.0001. Transmitter shall be adjusted and calibrated by the meter manufacturer. V-cone meter and transmitter shall be supplied as a unit.. The unit shall be factory tested and calibrated. Certified test results shall be furnished with each assembly.. PART 3 - EXECUTION A. Meter Installations 1.. All residential meters shall be installed by the contractor per standard drawings W-1 or W-2 2. All 3-inch and larger meter installations shall conform with standard drawings W-20 or W-21 J H. Excavation and Backfill E-cavation and backfill for the meter installation shall be in accordance with Section 02200 C. Service Pioino I All piping for service lines and by-pass lines up to 2-inch shall be installed in conformance with o'ection 15057 2.. The piping for all service installations 3-inch and larger shall be in accordance with Section 15056 and the applicable standard drawing. 0. Test Tap 5+6+s:ooc GVWG .JAN 95 15150-8 i On services 3 inches and larger, a 2-inch service saddle or welded coupling and corporation stop shall be installed on the spool downstream of the meter.. The tap shall be located a minimum of two pipe diameters downstream of the meter. In lieu of a test tap, a tee with a tapped blind flange may be installed immediately downstream of the meter.. On propeller meter installations, the location of the test tap will be determined by the District Representative, E. Meter Vault All precast concrete meter vaults shall be installed in accordance with Section 03462 and the Standard Drawings.. R. Concrete Work All thrust blocks. foundations, and supports shall be of the sizes shown in the applicable standard drawings and conform with Section 03300. r G- Valves All valves installed shall conform with the Section 15100. H.. Painting and Coating I., All exposed and buried piping shall be painted or coated in accordance with Section 09900. 2. The meter reading lids on all non-domestic water services shall be painted in accordance with Section 09900. 1. Testing. 1.. All meter services shall be hydrostatically pressure tested during the testing of pipeline in accordance with Section 15042 END OF SECTION i S.16160 ooc CVWD JAN 95 ✓ 15150-9 acceptable tamper-proof means. Safety wiring of standard bolts and screws is NOT �) considered an acceptable method of tamper-proofing.. 12. All compound meters shall be equipped with strainers. The strainer body and cover shall be bronze or cast or ductile iron Cast or ductile iron will be permitted only on 10- inch and larger or fire service strainers All cast or ductile iron strainers shall be epoxy lined in accordance with Section 09900. All strainers shall be furnished with bronze or stainless steel screens with an effective open area at least double the area of the meter. 13. All measuring chamber, strainer cover, and flange bolts shall be Type 316 stainless steel, 14.. The serial number of each meter shall be imprinted on the register cover, and main case. G. Fre Line Meter Assembly 1.. A fire line meter assembly may be required for residential structures and commercial and industrial installations where separate fire service installations are not provided. 2.. Fire line meter assemblies shall be furnished as complete units by the manufacturer. Each fire line meter assembly shall consist of a 0 L.. approved strainer with a stainless steel strainer basket, a turbine meter sized for fire flow, a positive displacement or turbine meter sized for maximum demand without fire flow, positive displacement meter piping, lockable ball valves to isolate the positive displacement meter, a check valve downstream of the positive displacement meter, and an internally weighted or spring loaded check valve adjusted to open prior to exceeding the maximum flow range of the positive displacement meter.. The positive displacement meter piping shall extend from the outlet of the strainer to the downstream side of the swing check valve. 3, Each fire fine meter assembly shall be constructed of components conforming to the appropriate sections of these specifications. 4. Cast iron or steel components shall be epoxy lined and coated per Section 09900.. 5. Each fire line meter assembly shall conform the AWW'A C703 and shall be U.L listed, and shall be F.M approved for fire service use H. Propeller Meters I.. All propeller meters shall conform with AWWA C704 and the requirements specified herein. 2 The main casing may be steel or cast-iron and shall be epoxy lined and coated 3 The main casing may be fanged or plan end as specified by the District Engineer 4. Meter head shall be mounted on a fanged connection for easy removal of all interior parts from the pipe tee without disturbing the connections to the pipeline. 5 The drive mechanism shall be by means of stainless steel gears and shafting or flexible cable drives snsrc ooc CVWD JAN 95 15150-6 i -, 6. All meters shall be polyethylene propellers.. - 7,. Bronze gear boxes on the propeller drive shafts are required. S. Each meter tube shall be equipped with straightening vanes mounted immediately preceding the propeller. I. Totalizer -Transmitter 1 The totalizer transmitter shall be furnished with all necessary mounting hardware for operation from the meter. 2.. The transmitter shall have integrally mounted electronic circuitry to convert to both a true 2-wire 4-20 Ma DC output linear to flow rate and a true 2-wire scaled pulse.. a. The 4-20 Ma DC output shall operate from an external regulated 18-30 VDC r, power supply with load capacity of 575 ohms at 28 VDC..The accuracy of the 4-20 Me output shall be better than +J- 015% of scale. b.. The pulse output shall operate from an external regulated 10-.30 VDC power supply which can be either the 4 20 Me DC power supply or a separate power supply. The pulse circuit voltage drop across the transmitter shall be 3 VDC or less Each pulse shall represent the volume of the least significant totalizer digit.. J. Precast Vaults Precast meter vaults and boxes shall conform with Section 03462 and the standard drawings. K. Copper, Brass, and Bronze Pipe Fittinas and Appurtenances All service connection and by-pass piping shall conform with Section 15057. L. Ductile-Iran Pipe and Fittings All piping for meter assemblies 3 inch and larger shall conform with Section 15056,. M. Manual Valves 1.. All valves shall conform with Section 15100 2 All valves on by-pass shall be lockable in the closed position' On 3-inch and larger by- pass lines, & S. & Y valves with a chain and lock are permitted. 0 %r-Cone Row Throuah Meter. 1 Meter: The meter shall be a V-cone differential pressure producing flow meter It shall have a primary flow element of constant area installed in the pipe the meter measures The primary element and support members shall be constructed of 316 stainless steel and shall be epoxy coated, The primary elements with rotating or moving parts in the flow stream are not acceptable s.:ciso ooc CVWD JAN 95 15150-7 I, 8.. The face to face length and maximum profile height of the meter shall be as described below: Maximum Profile Height Face-to-Face Centerline Inlet to Meter Size Dimension Register Cover inches _ (inches) (inches) 518 7-112 3-1/4 518 by 3/4 7-1/2 3.1/4 1 10-3/4 3-1/4 1-1/2 13 4.1/4 2 17 5 9.. All meters shall have plastic or stainless steel internal strainers, 10, All registers and register boxes shall be secured to the main casing by acceptable tamper-proof means. Safety wiring of standard bolts and screws is NOT considered an acceptable method of tamper-proofing. 11.. The serial number of each meter shall be imprinted on the register box cover, and the main case, 12, Register shall be removable without reducing pressure or removing the main case from the installation, - 13.. All positive displacement meters shall be supplied with the following warranty, which shall not be prorated under any conditions: a. All meters shall be guaranteed to maintain new-meter accuracy (±I%%) for five years. b-.. All measuring chambers and disks or pistons shall be guaranteed against malfunction for fifteen years. C., All registers shall be guaranteed for twenty-five years. E.. Turbine Meters (1'/,inch and laroer) 1 All meters shall conform with AWWA C701 Class 11 and the requirements specified herein. 2. The manufacturer shall furnish certified test results for each meter showing that it has been tested for accuracy of registration and that it complies with accuracy and capacity requirements of AWWA C701 when tested in accordance with AWWA fdlanual M6 3 Turbine meters shall have all bronze main cases. 5 Straightening vanes shall be provided in the main case of all meters. 7 A calibration adjusting vane located in the measuring chamber shall be provided on all meters. 8.. All rotors shall be thermoplastic with graphite bearings (PTFE) rotating on a stainless CVWD JAN 95 15150-4 steel or tungsten carbide shaft. t 9.. All motion shall be transmitted from the rotor to the register through a magnetic coupling.. 10. All register boxes and covers shall be bronze.. 11 . All registers and register boxes shall be secured to the measuring chamber by acceptable tamperproof means.. Safety wiring of standard bolts and screws is NOT considered an acceptable method of tamper proofing 12.. All turbine meters shall be equipped with strainers.. The strainer body and cover shall be cast bronze or ductile iron.. Cast or ductile iron will be permitted only on 8-inch and larger or fire service strainers. All cast or ductile iron strainers shall be epoxy lined in accordance with Section 09900.. All strainers shall be furnished with bronze or stainless steel screens with an effective open area at least double the area of the meter. On metered fire service installations, a U.L..approved strainer with an effective open area at least 4 times the equivalent open area of the meter will be required. 13. All measuring chamber, strainer cover, and flange bolts shall be Type 316 stainless steel. ... _ 14,. The serial number of each meter shall be imprinted on the register cover, and the main case. F. Compound Meters 13-inch and larger) 1.. All meters shall conform with AWWA C702 and the requirements specified herein. 2. The manufacturer shall furnish certified test results for each meter showing that it has been tested for accuracy of registration and that it complies with accuracy and capacity requirements of AWWA C702 when tested in accordance with AWWA Manual M6.. 3 Compound meters shall have all bronze main cases. 4. All compound meters shall have flanged connections 5. A test plug shall be provided in the outlet side of the main case of all meters 6 The measuring chamber shall be capable of operating within the specified AWWA accuracy limits without recalibration when transferred from one main case to another, 7 A calibration adjusting vane located in the measuring chamber shall be provided on all meters. 8 All TW075 shall be thermoplastic vaith oraphlte bEarings rotating on a stainless steel shaft 9 All motion shall be transmitted from the rotor to the register through a magnetic coupling. Worm gears will NOT be permitted.. 10 All register boxes and covers shall be bronze or synthetic polymer 11 All registers and register boxes shall be secured to the measuring chamber by s.:=iso pec CVWD JAN 95 15150-5 Water Specialties Sperling 5.. Fire Service Meter Assembly Sensus Fireline Protectus III 6.. V-Cone Flow Meters McCrometer V-cone flow meter D.. Residential Meters 1. The developer shall deposit an amount with the District for furnishing and installing the meters and customer service valves.. The unit price of the installation will be established by the District.. dup. 200.3 2 The developer shall expose and set to grade all angle meter stops prior to requesting installation of the meters.. 3 The developer is responsible for the installation of the meter box and angle meter stop 4 Prior to occupancy, the District will, upon finding the installation to be acceptable, record all meter account information and padlock the curb stop in the off position.. The developer will subsequently be relieved of any additional responsibility for consumption or service charges for this service 5 Subsequent applications for permanent service shall be made in accordance with the District's Rules and Regulations E. By-Pass Line 1. A by-pass line shall be installed on all meter assemblies 3-inch and larger. A by pass line is not required under the following conditions, as determined by the District a. A by-pass line is not required when the facility is serviced by multiple metered connections. b.. A by-pass line is not required on irrigation services. 2 A lockable corporation stop or valve shall be installed in all by-pass lines 3 A by-pass line may be required on smaller installations which require continuous service. PART 2 - t✓.ATERIALS A General 1 All meters shall be new and of current manufacture design 2. All parts of the meters of the same size and model shall be interchangeable. B Renis.ers s.+=+sa.00c CVtVD JAN 95 151502 1.. The registers on all meters shall have straight reading dials with full sweep test circles. 2 All registers are to be calibrated to read in cubic feet. 3.. All registers are to be direct read. This may require the stamping of a zero or zeros on the register dial face.. The last two digits including the zero or zeros stamped on the register dial face shall be easily distinguishable from the balance of the digits either by contract of white numbers on black or red numbers on white.. 4. Registers for positive displacement, compound, and turbine meters are to be hermeti- cally roll sealed.. 5. Register gears shall be self-lubricating molded plastic unless stated otherwise. Register gears for propeller meters may be bronze, 6. Registers for positive displacement and turbine meters shall not have replaceable change gears. 7. Registers shall be driven by a magnetic coupling. S. All register lenses shall be tempered glass. 9.. All registers shall be provided with low flow detectors. 10.. All registers shall be oriented to read from the inlet side of the meter 11.. The register must be attached to the meter case by a bayonet attachment.. The register assembly shall be able to mount any of four positions. On positive displacement meters the standard mount postion shall read from the meter inlet side. C. Stainless Steel Hardware All bolts„ nuts, capscrews, studs„ and washers shall be Type 316 stainless steel ASTM A 193 BBM for bolts, and ASTM A 194 SNI for nuts. D. Displacement Type Meters t5/8 inch through 2 inch) 1.. Meters shall conform to the material and performance requirements of AWWA C70O, as most recently revised, and as specified herein, 2. The manufacturer shall furnish certified results for each mater showing that it has been tested for accuracy of registration and that it complies with accuracy and capacity requirements of AWWA C700 when tested in accordance with AWWA Manual M6 3, All meters body components resisting pressure shall be bronze, 4 All register boxes and covers shall be synthetic polymer or bronze. 5 Casing bolts shall be stainless steel or bronze 6. All internal hardware shall be stainless steel.. 7.. 5/8 inch through 1-inch meters shall have external straight threads 18-inch and 2- inch meters shall have flanges on ends, s�e iso o;c CVWD JAN 95 15150-3 i STANDARD SPECIFICATIONS SECTION 15150 METERS PART 1 -GENERAL A. Description This section describes the purchase, materials, installation and testing of meter assemblies., S. Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to tater revision datelsl. Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1.: Structure Excavation: 02200 2.. Concrete: 03300 3. Precast Concrete Vaults: 03462 4. Painting and Coating: 09900 5. Copper, Brass, and Bronze Pipe, Fittings, and Appurtenances: 15057 6. Ductile.Iron Pipe and Fittings: 15056 7. Manual Valves: 15100 C. Approved Manufacturers 1 Displacement Type - 516 inch through 2-inch Sensus SR-II Neptune Trident 10 Badger Recordall 2. Turbine Meters SensusSeries 'W Schlumberger WSchlumberger trident series Badger 3 Compound Meters Sensus SRH Neptune 'rrue/Flow Badger Recordal 4.. Propeller Meters MicCrometer Water Specialties s.,e,so ooc CVWD .JAN 95 15150-1 entrained air that could be released in the system, as a function of the maximum differential in temperature and pressure which could result in air entrainment, or 2% of the volume of water passing through the system; whichever is greater F.. Vacuum Relief Criteria 1 The vacuum relief shall be sized to accommodate 200% of the normal flow. PART 2 - MATERIALS A., Combination Air and Vacuum Relief 1. Materials of construction for combination air and vacuum relief valves shall be as described below: Item Material Specification Body and Cover Cast iron Ductile iron Float, Lever, Poppet Stainless steel ANSI Type 316 (ASTM-A240 or A276) Seat Rubber Buna-N 2.. Coat exterior of valves with one coat of primer and two coats of finish paint at the place of manufacture, applied per Section 09900. B. Steel Vented Pipe Vertical Cover 1.. The steel vented pipe vertical cover shall be CEBE-33, 43 or approved equal C.. Service Piping Water service piping utilized in the installation of the combination air and vacuum relief valve shall be type K copper with bronze accessories per Section 15057. D. PVC Pipe PVC pipe nipple shall be Class C900 as described in Section 15064, Schedule 80. PART 3 -EXECUTION A.. Location J 1 Air release valve assemblies and combination air and vacuum valves shall be installed at each point in the pipeline as shown on tie drawino_c or as specified by the District R=_presentative 2 The tap for the air salves shall be made in a ievel section of pipe no closer than i6 inches to a bell coupling, joint or fitting No tap shall be permitted in any machined section of ACP. 3 The center of the PVC sleeve shall be except as otherwise approved by the District Representative located as shown on Standard Drawing W-16 as described below: a Where concrete curb or asphalt concrete (A C ) berm exists or is to be since=osc CVWD .JAN 95 15089-2 constructed, and the sidewalk is next to the property line; 2 feet 1 inch back of the face of the curb b. Where 6-foot wide or narrower sidewalk is to be installed or exist next to the curb; 10 inches back of sidewalk edge. Where there is insufficient Public Right-of-Way behind of the sidewalk, an easement will be required, c. Where there is no curb or berm, the location shall be designated by the District Representative. B. Installation 1. Air release assemblies and combination air and vacuum valves shall be installed in accordance with Standard Drawing W-16. 2.. The tap and piping shall be installed per Section 15057. 3. The concrete pad and support shall be constructed per Section 03300. 4. Clean threaded joints by wire brushing or swabbing.. Apply Teflon joint compound or Teflon tape to pipe threads before installing threaded valves..Joints shall be watertight.. 5. The air and vacuum relief valve and the steel vented pipe cover shall be painted in accordance with Section 09900 The final coat of paint shall be applied immediately prior to the final inspection.. 6.. A bronze ball valve with handle shall be installed on the copper service line above the concrete slab. 7. A PVC nipple shall be installed between the shutoff valve and the air release valve C. Valve Pressure 'resting 1.. 'rest valves at the same time that the connecting pipelines are pressure tested. See Section 15042 for pressure testing requirements. 2 Protect or isolate any parts whose pressure rating is less than the test pressure, END OF SECTION s-�soa^.00c CVWD JAN 95 15089-3 on the plans or directed by the District Representative.. 6. Exposed non-steel rods and clamps shall be coated with bituminous mastic per Section 09900,. 7., Reinforcing steel tie-down rods shall be used on all line valves. S. The depth of thrust blocks below valves shall conform with the size of the valve and shall be cut into the side of the trench a minimum of 12-inches on each side. 9 Concrete for thrust blocks shall be Class "B" per Section 03300.. L. Slope Protection 1.. Slope protection shall be installed where shown on the plans in accordance with Section 03300, wherever the profile of the ground surface above the pipeline exceeds 20% and where no pavement or other surfacing is to be laid over the facility. 2.. The installation of the slope protection shall be considered a part of the work, and the contractor shall include the expense in the contract cost 3. A 2-sack cement slurry encasement may be used as directed by the District Representative. The encasement shall extend to within 1-foot of the ground surface and to within 1-foot of the toe of slope in which the pipe is constructed. J. Chlorination All pipelines shall successfully be chlorinated in accordance with Section 15041 prior to connection to the existing distribution system.. K. Hydrostatic Testing All pipelines shall pass a hydrostatic pressure test in accordance with Section 15042.. END OF SECTION s.,scs<ooc CVIND .JAN 95 15064-6 L - STANDARD SPECIFICATIONS - SECTION 15089 COMBINATION AIR-RELEASE AND VACUUM RELIEF VALVE ASSEMBLY PART 1 -GENERAL A. Description This section includes materials and installation of combination air and vacuum valves. Air release and vacuum relief assemblies to be provide and installed per AWWA C 512, unless - noted otherwise in this section,. B. Application 1.. Air release and vacuum relief valves shall be installed at high points in continuous lines 10-inches and larger or as shown on the plans. _ 2. If the profile changes during construction from that shown on the drawings, the air and vacuum release valves shall be installed at the high points in lines as constructed. 3.. The installation shall be complete as shown on Standard Drawing W-16 C.. Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work- 1 Concrete: 03300 2.. Painting and Coating: 09900 3. Hydrostatic Testing of Pressure Pipelines: 15042 4. Copper, Brass and Bronze Pipe Fittings and Appurtenances: 15057 5. Manual Valves: 15100 D. A."Toved fdanufacturers 1, APCO N4odei 143C 2 Val-Matic E., Air Release Valve Crheria 1.. Air release shall be sized to accommodate the release of the maximum amount of entrained air that could be released in the system, as a function of the maximum CVWD JAN 95 150591 joint.. 6 Pipe shall be cut by a method recommended in the pipe manufacturer's installation guide, as approved by the District Representative. When pipe is cut and is to be joined to a cast-iron fitting or another piece of pipe the end shall be beveled in the field or place of manufacture to create a beveled end equal in quality to the machined ends of the pipe as furnished by the manufacturer. Such machining shall not result in undercutting the wall thickness and must be approved by the District Representative before installation. 7.. All connecting parts of pipe, rings, couplings, and castings shall be cleaned before assembly, After bearing has been obtained, couplings shall be assembled in a proper manner(as determined by the District Representative). The use of excessive lubricant will not be permitted, and the assembly of the couplings and rings shall be in accordance with the manufacturer's recommendations. Lubricant and rubber rings shall be supplied by the pipe manufacturer.. All fittings and valves shall have joints that match the type of adjoining pipe.. 8.. All fittings and valves shall be supported so that the pipe is not subjected to the weight of these appurtenances.. 9., - Concrete thrust blocks of the size shown on Standard Drawing W-14 and W 15 and as specified herein shall be provided at the location of all cast-iron fittings, valves, fire hydrants, and end of line plugs. 10. Imported sand shall be used for backfill within the pipe zone per Section 02223 11. Manual valves shall be installed in accordance with Section 15100 12.. Native earth backfill shall be placed and compacted within the trench zone in accordance with Section 02223. All backfill within 24 inches of a valve shall be clean, washed sand. C.. Installations within Jacked Casing 1 Certain portions of the project. such as crossings of some roads, highways, and railroads, may be required to be installed within a jacked casing pipe 2. The casing size and type shall be in accordance with Section 02315 3. Work shall not proceed without permission of the District Representative. 4 Refer to Standard Drawing 1V-10 D. Combination Air and Vacuum Relief Valves 1 Air release valve zssemblie_s and combination air and vacuum valves shal! be installed at each point in the pipeiine as shown on the drawings or as specified by the District Representative 2. The tap for the air valves shall be made in a level section of pipe no closer than 18 inches to a bell_ coupling, joint or fitting 3 Air release valve assemblies shall be installed in accordance with Standard Drawing W- 511>3-_.DOC CVWD JAN 95 15064-4 i 16 and Section 15089, E.. Blow Off Assemblies 1.. Either in-line type or the end-of-line type blow off assemblies shall be installed in accordance with the standard drawings at locations noted on the plans and at such additional locations as required by the District Representative for removing water or sediment from the pipeline.. 2. The assembly shall be installed in a level section of pipe. 3. The tap for blow off in the line shall be no closer than 18 inches to a valve, coupling, joint, or fitting unless it is at the end of the main.. 4. Blow offs shall not be connected to any sewer, submerged in any stream, or installed in any manner that will permit back siphoning into the distribution system.. 5. Blow offs shall be installed in accordance with Standard Drawing W-11 and the applicable sections of these specifications.. F. Pine Identification Warning and locator tape shall be installed on all on-site non-domestic water pipelines and domestic water piping installed within the limits of a non-potable irrigation system. The pipe identification shall be in accordance with Section 15151 6- Locator Wire A bare 14-gauge solid copper wire shall be placed continuously on the top center of the pipe, Thewire shall not be spliced at any point. and shall be continuous from riser to riser.. The wire shall be brought to the surface at valve locations and shall be accessible by removing the valve can cover The wire shall be brought up the outside of the valve well and folded over between the inside of the valve can and the valve well. The wire shall be brought to within 6 inches of finish grade. The wire shall also be tapped in place by means of a plastic adhesive tape, placed at 10 foot intervals. H.. Thrust Blocks 1. Thrust blocks shall be constructed where shown on the drawings, or where directed by the District Representative and as specified herein In general, thrust blocks will be placed at all angles oreater than 5 degrees, at changes in pipe size, at fittings, at hydrant ells, and at valves. J 2,. The area and desi_en of ,he bearing surface_ shall be per Standard Drawing yr'-14 and W-15 3. The bearing surface shall be against undisturbed ground in all cases, except ttihere unstable conditions are encountered In unstable conditions, the bearing surface shall be as directed by the District Representative 4. Unless otherwise directed by the District Representative, the blocking shall be placed so that the pipe and fitting joints are accessible for repair,. 5. Metal harness of tie rods and pipe clamps shall be used to prc.ent movement if shown s.'Got,Doc CVWD JAN 95 15064-5 i 2 PVC pipe shall only be used for closure sections as specifically approved by the District.. 3. PVC pipe may be used as a valve can riser.. E.. Reference Standard Conform to AWWA C900, ' Polyvinyl Chloride (PVC) Pressure Pipe,4-inch through 12-inch for Water", unless noted otherwise below PART 2 - MATERIALS A. PVC Pipe 1.. PVC pipe shall be manufactured in accordance with AWWA C900. The pipe shall have gasket bell end or plain end with elastomeric gasket coupling.. 2.. Laying lengths shall be 20 feet with the manufacturer's option to supply up to 15% random Iminimum length 10 feet). 3. Each pipe length shall be marked showing the nominal:pipe size and 0 D. base, the. AWWA pressure class, and the AWWA specification designation (AWWA C900) For domestic water application, the seal of the testing agency that verified the suitability of the material for such service shall be included 4. Pipe for non-domestic lines shall be marked as detailed in 15151. B. Fmin s 1 Fittings shall be ductile iron conforming to Section 15056 2 Bell size shall be for Class 200 cast-iron equivalent PVC pipe, including the rubber-ring retaining groove 3. All castings shall be marked CI/PVC AWWA C110. C. Manual Valves Manual valves shall conform with Section 15100 D., Rubber Rinds Rubber rings fcr use in the PVC couplings and fittings shall conform to the requirements of ASTM D 1869 E Service Saddles All serise sadd;es shal! ts designed for use cr, C900 P\'C "'re end in a`cordanc. Section 15057 F, Lubricants Lubricant for pipe insertion shall be food grade, and biodegradable PART 3 - EXECUTION a1ea Doc CVWD JAN 95 150642 - A. General t 1.. The contractor shall insta'! all the pipc, closure sections, fittings, valves, and appurtenances shown including pipe supports, bolts, nuts, gaskets, and jointing materials. 2. At all times when the work of installing pipe is not in progress, all openings into the pipe and the ends of the pipe in the trenches or structure shall be kept tightly closed to prevent the entrance of animals and foreign materials. The contractor shall maintain the inside of the pipe clean, sanitary, and free from foreign materials until its acceptance by the District. 3.. Where closure sections are required by the contractor's installation operations, the sections shag be installed in accordance with the applicable sections of these specifi- cations. 4.. The pipe sections shall be laid in the trench to true alignment and grade in accordance with the drawings. Where the grade is not shown, pipe shall have a cover of 36 inches in paved areas and 48 inches in unpaved areas. 'The pipe grade shall be approved by the District_ 5.. The pipe shall not be laid along curves at a radius less than that listed below. The minimum-radius curves are determined by the limit of 2-degree deflection for PVC pipe joints with factory-assembled bell couplings: Length of Pipe Section Minimum Curve Radius 20 feet 573 feet 10 feet 287 feet For curves of smaller radius, use ductile-iron fittings 8.. Installation 1 Trenching, backfilling, and compacting shall be in accordance with Section 02223 and as specified herein 2 Proper care shall be used to prevent damage in handling,moving,and placing the pipe. Tools and eouipment satisfactory to the District Representative shall be provided and used by the contractor. 3 The contractor st, 'I take all necessary precautions to prevent the pipe from floating due to v Ater eme:ing the trench from any source; shall assume full responsibility for any damage due to this cause: and shall pay for and perform the work to restore and replace the pipe to i:s specified condition and arade if any displacement occurs due io floating. 4. Place and compact a minimum of 4 inches of imported sand for the pipe base per Section 02223. 5. Excavate bell holes at each joint to permit proper assembly and inspection of the entire ,,S' 1a.000 CV1ND JAN 05 15064.3 -7. All exposed flanges and other metal surfaces and all damaged coatings shall be coated after assembly with a mastic, Minnesota Mining and Manufacturing EC 244, Koppers Bhumastic (Super-Tank) 505, or an approved equal. Stainless steel bolts shall not be coated.. D. Anchors and Thrust Blocks Concrete anchors and thrust blocks shall be poured against wetted undisturbed soil in accordance with Section 03300 and standard Drawings W-14 and W-15.. E. Flanged Connections 1. Bolt holes of flanges shall straddle the horizontal and vertical centerlines of the pipe run. 2. Clean flanges by wire brushing before installing gasket. 3. Clean flange bolts and nuts by wire brushing, lubricate threads with oil and graphite, and tighten nuts uniformly and progressively.. Between 1/4 inch and 3/8 inch shall project through the nut when drawn tight. 4. If flanges leak under pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or retighten the bolts and nuts, and retest the joints. Joints shall be watertight F.. Pipe Su000rt All exposed pipe shall be supported as detailed in the plans G. Disinfection All piping shall be disinfected by chlorination in accordance with Section 15041. H. resting All piping Shall be hydrostatically pressure tested in accordance with Section 15042 I. Bondinq Bonding of joints to provide continuity for cathodic protection as sown on the plans. END OF SECTION s +s^ee ooc CV VD JAN 95 15056-4 STANDARD SPECIFICATIONS SECTION 15064 PVC PRESSURE DISTRIBUTION PIPE PART 1 -GENERAL A. Description This section includes materials, installation, and testing of polyvinyl chloride (PVC)distribution pipe. B. Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work., 1. Trenching, Backfilling, and Compacting: 02223 2. Jacked Casing: 02315 3.. Concrete: 03300 4. Painting and Coating: 09900 5. Chlorination of Domestic water Mains for Disinfection: 15041 6. Hydrostatic Testing of Pressure Pipe: 15042 7. Ductile Iron Pipe and Fittings: 15056 8 Combination Air Release and Vacuum Relief Assembly: 15089 9 Manual Valves: 15100 10 Domestic and Non-Domestic Facilities Identification: 15151 C. _Approved Manufacturers J 1 .1461 Manufacturing 2 Vinylt=ech 3. Facif o 'Ades,ern 4 Certainteed D. Application - 1 Class 200 PVC Pipe may be used only as specifically shown on the plans sa rsu no: CVWD JAN 95 15064-1 1. Pressure class or thickness class of DIP shall be determined by the design method detailed in AWWA C150 the "Thickness Design Method." 1.. Ductile-iron pipe shall be manufactured in accordance with AWWA C151, 2. All ductile-iron pipe shall be thickness class 50 for plain end pipe and thickness Class 53 for flanged spools unless indicated otherwise.. 3. All ductile-iron pipe shall be cement-mortar lined in accordance with AWWA C104, 4.. Unless otherwise called out on the plans, a "push-on" type joint shall be used.. The joint dimensions and gasket shall be as specified in AWWA C111. 5. Flanges for ductile-iron pipe shall be the "screwed-on"type in accordance with AWWA C115.. 6. All ductile iron pipe shall have a factory applied bituminous coating of not less than 1 mil.. in thickness. B. Ductge4ron Fittings 1. Ductile.iron fittings shall be manufactured in accordance with AW WA C110, cr AWWA C153 Compact body fittings, as described in AWWA C153, will not be permitted in vault structures. 2 All fittings shall be cement-mortar lined in accordance with AWWA C104, 3 All fittings shall be made with 'push on joints designed for use with the type of pipe to be joined unless noted otherwise. 4. Mechanical joint fittings will be allowed only in areas specifically approved by the District as a substitute for other types of fittings.. 5 Unless otherwise indicated on the drawings, all fittings with flanged ends shall be ductile iron class 15o. The gasket surface shall have a serrated finish of approximately 16 serrations per inch, approximately 1/32-inch deep, with serrations in either a concentric or spiral pattern In addition: all flanges shall meet the following tolerances: Bolt circle drilling _ 1116 inch Bolt hole spacing _1132 inch - Eccentricity of both circle and 1i32 inch maximum facing with respect to bore C Gaskets _Gaskets shall be manufactured per AVAYA Cl 1 i unless noted otherwise below D, Eolis. Nuts and Washers 1. Bolts and nuts for buried flanges, flanges located outdoors above ground flanges located in open vaults and structures, and submerged flanges shall be Type 316 stainless steel conforming to ASTM A 193 Grade 13310 for bolts, and ASTM A 914, CV%VD JAN 95 15056-2 Grade 8M for nuts, i 2. Provide one (1) washer for each nut Washer shall be of the same material as the nuts. 3. The length of each bolt or stud shall be such that between 114 inch and 318 inch will project through the nut when drawn tight. PART 3 - EXECUTION A. General Ductile--iron pipe and ductile iron fitting,,: shall be installed in accordance with the applicable Sections of AWWA C600 and as specified herein. B. 'Trenching, Backfilling, and Compacting 1.. 'Trenching, backfilling, and compacting shall be in accordance with Section 02223 and as specified herein. 2. Backfill within the pipe zone,including the pipe base, shall be imported sand placed and compacted in accordance with Section 02223 3, Backfill within the trench zone shall be native earth backfill placed and compacted in accordance with Section 02223, C. Placement of Pipe in Trench 1.. Lay pipes uphill if the grade exceeds 10% 2,. The radius of curvature of the trench shall determine the maximum length of pipe section that can be used without exceeding the allowable deflection at a joint. Combined deflections at rubber gasket or flexible coupling joints shall not exceed 2 degrees or that recommended by the manufacturer, if smaller. The manufacturer's printed installation guide outlining the radius of curvature that can be negotiated with pipe sections of various length shall be followed if applicable, 3 The pipe shall be laid true to the line and grade shown on the plans within acceptable tolerances. The tolerance on grade is 1 inch The tolerance on line is 2 inches. 4 Plastic Film Wrap All ductile-iron pipe and fittinos buried underground shall be protected with plastic film wrap in accordance whin AWWA C`106 unless noted o:!^erx+Tse below Wrap steal! be a loose 8-mil-thick poll ethylene tube. A!I jL:nts bet<,eer, p:as;iG tubes shall be wrapped with 2-inch-%%ide poli ethylene adhesive tape: Pc!yk>-n 900 Scotch wrap 50, or equal. 5 Fittings shail be supported independently of the pipe 6 Until thrust blocks and supports are poured, `ittings shall be temporarily supported by placing wooden skids under the bells so that the pipe is not subjected to the weight of the fitting. 5.15056 arc CVWD JAN 95 15056-3 I PVC LEAKAGE ALLOWANCE Allowable Leakage 'Test Pressure Gallons per four hours Pipe size Class 150 Class 200 per 1,000 feet of pipe Inches (psi) (psi) Class 150 Class 200 4 200 250 1..7 1.9 6 200 250 2.6 2.8 8 200 250 3.4 3„8 12 200 250 5.1 5.7 6. Any noticeable leak shall be stopped and all defective pipe, fittings, valves, and other accessories discovered in consequence of the test shall be removed and replaced by the contractor with sound material,and the test shall be repeated until the total leakage during a test of four hours duration does not exceed the rate specified above., END OF SECTION tE.cz noc CVWD JAN 95 15042-4 STANDARD SPECIFICATIONS SECTION 15056 DUCTILE-IRON PIPE AND FITTINGS PART 1 - GENERAL A.. Description This section includes materials, installation, and testing of ductile-iron pipe and fittings, B.. Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision datelsl. Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. -1.. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 3.. Chlorination of Domestic water Mains for Disinfection: 15041 4., Hydrostatic Testing of Pressure Pipelines: 15042 C. Approved Manufacturers 1, Fittings Tyler Trinity Valley Dayton Nappco 2 Pipe Pacific States US. Pipe American Pipe 3. Gaskets Crane Company Cranite .Johns Manville 60 Asbestos Garlock 7071 D, Use of Gray-Iron Fittings Gray-iron fittings may not be substituted for ductile-iron . PART 2 - MATERIALS A. Ductile-Iron Pine 5.1E^Ef.DO- CVWD JAN 95 15056-1 All pipeline shall be satisfactorily pressure tested prior to the placement of final pavement PART 2 -MATERIALS A. Water 1.. The same water used for chlorination of the pipeline may be used to fill the line for pressure testing. 2. Make up water for testing shall be domestic water. PART 3 -EXECUTION A. General 1. All labor, materials, tools, and equipment for testing shall be furnished by the contractor. 2 The pipeline shall be subjected to a field hydrostatic pressure of 50 psi in excess of the class rating of the pipe being tested for a period of four hours 3, The water necessary to maintain test pressure shall be measured through a meter. The leakage shall be considered as the amount of water entering the pipe during the test, less the measured leakage through valves and fittings.. Leakage shall not exceed the rate specified.. Any noticeable leaks shall be stopped, and any defective pipe shall be replaced with new sections. 4. rhe test shall further be conducted with valves open, and the open ends of pipes, valves, and fittings suitably closed, Valves shall be operated during the test period 5. In hilly areas, it may be necessary to conduct the test in segments so that no pipe section is tested at less than the pipe pressure class plus 50 psi, nor more than 1 Y= times the pipe pressure class.. B Feld 'rest Procedure 1.. The pipeline should be filled at a rate such that the average velocity of flow is less than 1 fps. At no time shall the maximum velocity of flow exceed 2 fps The following table has been provided to relate this velocity filling rate to an equivalent volume flow rate - I Fillir•.g Pate in opm E—jiv3lent to Filling VEIgGilles of 1 fps for Pipes Flowing Full Ncrrnal Size (inches) Flow Rate O (eom) 4 9 8 6 147 8 19.6 2 All air should be purged from the pipeline before checking for leaks or performing pressure or acceptance tests on the system To accomplish this, if air valves or sn r.o=+hoc CVWD JAN 95 15042-2 hydrants or other outlets are not available, taps shall be made at the high points to expel the air, and these taps shall be tightly plugged afterwards.. 3 After the pipeline has been filled and allowed to sit a minimum of 24 hours (48 hours for mortardined pipelines), the pressure in the pipeline shall then be pumped up to the specified test pressure. If a large quantity of water is required to increase the pressure during testing, entrapped air, leakage at joints, or a broken pipe can be suspected.. TESTS SHOULD BE DISCONTINUED until the source of trouble is identified and corrected. 4.. When the test pressure has been reached,the pumping shall be discontinued until the pressure in the line has dropped 30 psi, at which time the pressure shall again be pumped up to the specified test pressure. This procedure shall be repeated until four hours have elapsed from the time the specifleo test pressure was first applied. At the end of the four-hour period, the pressure shall be pumped up to the test pressure for the last time.. 5.. The leakage shall be considered as the total amount of water pumped into the pipeline during the four-hour period, including the amount required in reaching the test pressure .for the final time. Leakage shall not exceed the rates in the tables below. If the size, pipe material, or pressure fall outside of the table listed below, the leakage amount will be determined by the District Engineer, ACP LEAKAGE ALLOWANCE Allowable Leakage Test Pressure Gallons per four hours Pipe size Class 150 Class 200 per 1,000 feet of pipe .Inches si (psi) Class 150 Class 200 4 200 250 3.0 4.0 6 200 250 45 5.5 8 200 250 6.0 7..5 12 200 250 90 11 .0 DIP LEAKAGE ALLOWANCE Allowable Leakage 'Test Pressure Gallons per four hours Pipe size Class 150 Class 200 per 1,000 feet of pipe Inches In 01 1 si . Class 150'x., Class 200 4 200 250 1.7 1 9 6 2C0 ZSC 2.6 28 C 200 250 3 4 38 12 200 250 5 1 5.7 16 200 250 6,3 7.6 20 200 250 8.5 9 5 24 200 250 102 11.4 s.iso<tocc ' CVWD ,JAN 95 15042-3 - H.. Dry-Film Thickness Testing - 1. Measure coating thickness specified for metal surfaces with a majestic-type dry-film thickness gage. Test the finish coat iexcept zinc primer and galvanizing) for holidays and discontinuities with an electrical holiday detector, low-voltage, wet-sponge type.. Measuring equipment shall be provided by the Contractor.. Provide detector as manufactured by Tinker and Rasor or K-D Bird Dog.. Provide dry-film thickness gage as manufactured by Mikrotest or Elcometer. Check each coat for the correct dry-film thickness. Do not measure within eight hours after application of the coating.. 2. If the item has an improper finish color or insufficient film thickness, the surface shall be cleaned and topcoated with the specified paint material to obtain the specified color and coverage. Visible areas of chipped, peeled, or abraded paint shall then be primed and finish coated in accordance with the specifications. Work shall be free of runs, bridges, shiners, laps, or other imperfections.. END OF SECTION cVVJD JAN 95 099006 STANDARD SPECIFICATIONS - SECTION 15042 HYDROSTATIC TESTING OF PRESSURE PIPELINES PART 1 - GENERAL A. Description This section describes the requirements and procedures for pressure and leakage testing of pressure distribution mains.. K. Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision datelsl Other sections of the technical specifications. not referenced below, shall also apply to the extent required for proper performance of this work. Chlorination of Water Mains and Services for Disinfection: 15041 C. Connection to Existina Mains The test shall be made before connecting the new line with the existing District pipes and mains, excepting hot taps In the event that the new pipe is connected to existing pipe, a pressure test plate shall be used to separate the sys'ems during the pressure test. D. Tester All testing shall be performed by a Districtapprovedtesting company, who will be required to provide the District Representative with certified testing results. Tesler will have a gage and meter, calibrated annually.. E. Requirements Prior to Testings 1 Before testing, the pipe trench shall be backfilled with a minimum of ZX feet of material, or center loaded to hold the pipe in place while testing,. 2.. All concrete anchor blocks shall he allowed to cure a sufficient time to develop a minimum strength of 2.000 psi before testing unless otherwise directed by the District Representative 3. Steel pipelines shall not be tested before the mortarfning and coating on all of the pipe lengths in the line have attained an age of 14 days Cementmortarlined pipe she!! not be filled with water until a minimum period of eight hours has elapsed after the !>_st joint in any secticn has been mace. 4.. In place of a separation from existing t%ater lines with a calve and thrust block assembly an in line test plate may be used. F. Final Pavement S la gDOC CVWD JAN 95 150421 i 1. All materials of a specified painting system, including primer, intermediate, and finish coats, shall be produced by the same manufacturer. Thinners, cleaners, driers, and other additives shall be as recommended by the paint manufacturer for the particular coating system, 2 Deliver all paints to the job site in the original, unopened containers. C. Surfaces Not To Be Coated The following surfaces shall not be painted and shall be protected during the painting of adjacent areas: 1. Mortar-coated pipe and fittings,. 2. Stainless steel,. 3. Metal letters.. 4.. Nameplates, 5. Grease fittings. 6, Brass and copper, submerged. 7. Buried pipeunless specifically required in the piping specifications.. B. Bronze meters and strainers. D.. Protection of Surfaces Not To Be Painted Remove, mask, or otherwise protect hardware, lighting fixtures, switch plates, aluminum surfaces, machined surfaces, couplings, shafts, bearings, nameplates on machinery, and other surfaces not intended to be painted. Provide drop cloths to prevent paint materials from falling on or marring adjacent surfaces. Protect working parts of mechanical and electrical equipment from damage during surface preparation and painting process. Mask openings in motors to prevent paint and other materials from entering the motors E. Feld Touch Up of Manufacturer-Applied Prime Coats Surfaces that are primed at the place of manufacture shall receive a field touch-up of organic zinc primer to cover all scratches or abraded areas F. Alkyd Enamel 1 The following items shall be painted using an a!4,-yd enamel System: a P-11 abovegrccnd or exposed piping and all piping in vaults. c Fire htdrants e Valve_ box lids d Air please valves e Meter box reading lids for all nom domestic water services. f Steel meter vault covers for all services 3 inches and larger CV1MD JAN c3 09900-4 g. All exposed metalwork as directed by the District Representative. 2., Surface Preparation: a. All rust, mill scale, or weld splatter shall be removed by sandblasting or power tool cleaning. b. All unpainted surfaces shall be solvent cleaned in accordance with SP-1. C' All abraded or scratched enamel coatings shall be sanded smooth or receive power tool cleaning per SP-3.. d. All failures in the existing coating shall be sandblasted in accordance with SP.6. e.. All existing surfaces to be repainted shall be washed with FSP, or other cleanser suitable for removing grease, dust or other residue, and a stiff bristle brush. 3. All unpainted or damaged surfaces shall be coated with primer to a dry-film thickness of not less than 2 mils.. 4. The finish coats shall be two or more coats of alkyd enamel applied to a dry-film thickness of 3 mils, providing a total painted dry film thickness of not less than 5 mils,. G. Bituminous Mastic 1, Buried metal (flanges, non-stainless steel nuts and bolts, flexible couplings, exposed reinforcing steel, etc,.) shall be coated with a minimum of 20 mils of bituminous mastic. 2 All surfaces coated with bituminous mastic shalt be covered with 8 mil polyethylene wrap per Section 15056. H., Epoxy Coating 1. Only those metal surfaces specifically called out shall be epoxy coated. 2 Epoxy lining and coating of valves shall be per A%W,1A C550 and Section 15100 Manual Valves. 3 Surfaces to be epoxy coated shall be sandblasted to SP-6 requirements 4 Sandblasted surfaces shall be coated with oroanic zinc primer to a dry film thickness of 3 mils, 5. Apply two coats et" epoxy paint K mils each) to the pJm=d surface ine manufacturer's recommended drying time bets,can coats shaii be ioilowed. 6 Prepare multiple component coatings using all of the contents of the container for each component as packaged by the paint manufacturer Do not use partial batches. Do not use mul tipie-component coatings that have been mixed beyond their pot life Provide small quantity kits for touch up painting and for painting other small areas. Mix only the components specified and furnished by the paint manufacturer. Do not intermix additional components for reasons of color or otherwise, even within the same generic type of coating. S O99'JO DOC CVV✓D .JAN 95 09900-5 4 t 4„ Bituminous Mastic Minnesota Mining and Manufacturing EC 244 Koppers Bitumastic (Supertank) 505 D. Paint Schedule It is desired that aboveground or exposed facilities be color coded to differentiate non-potable water facilities from domestic water or wastewater facilities 1. Domestic water System a. Piping and Structures: Safety Blue Koppers No. 329 Dunn-Edwards No. 10-22 Sinclair No. 7574 Rust-Oleum No.. 925 b.. Valve Box Lids and District Fire Hydrants' OSHA Capistrano Yellow Rust-Oleum No. 7644 Dunn-Edwards No.. 10-14 Sinclair No. 7500 Koppers No. 392 C., Private Fire System: ANSI Safety Red Rust-Oleum No.. 7644 Dunn-Edwards No 10-19 Sinclair No, 7570 Koppers No- 314 2. Non-Domestic Irrigation Water Facilities, OSHA-ANSI Radiation Purple Sinclair No.7575 Koppers No. 395 Dunn-Edwards No 10-13 E. Permits All work shall conform to the specifications and requirements of the State of California Department of Transportation, the Orange County EMA, the city having jurisdiction, or and other agencies involved, The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits.. PART 2 - MATERIALS A. Primer 1 All p:i::,_. sh::l b- synthetic-al'ryd bzsed. 2 All primer shall contain not less than 734. solids by volume and not less than 54% pigment by weight 3 All primer shall contain not less than 43% zinc chromate pigment and 140, red iron Oxide pigment by weight. 0900 DOc CVWD JAN 95 09900-2 1 B. Alkyd Enamel 1.. All enamels shall be synthetic-alkyd based,. 2. All enamels shall be lead-free. 3.. All enamels shall be high gloss industrial type intended for use on exterior metal surfaces. 4.. All enamels shall contain not less than 60% solids by volume and not less than 30% pigment by weight.. C. Bituminous Mastic - 1, Bituminous mastic shall be coal-tar pitch based.. 2. Bituminous mastic shall have a minimum of 66% solids by volume. D.. Epoxy Paint 1.. Epoxy shall be a colored polyamide cured epoxy with not less than 49% solids by volume.. 2.. All coatings and pigments to be used on domestic water services shall have FDA approval for use with domestic water.. PART 3 -EXECUTION A.. Surface Preparation 1.. Do not sandblast or prepare more surface area than can be coated in one day. Remove all sharp edges, burrs, and weld spatter. Do not sandblast epoxy-coated pipe that has already been factory coated. 2. Surface preparation shall conform with the SSPC specifications as described below: Solvent Cleaning SP-1 Hand Tool Cleaning SP-2 Power Tool Cleaning SP-3 White Metal Blast Cleaning SP-5 Commercial Blest Cleaning SP-6 Brush-Oft Blast Cleaning SP-7 Pickling SP 8 Near \1Ihite Blast Cleaning SP 10 3. Where.sr tie words solvent cleaninc hand tool cleanino.- ✓ire b.ush:ng, or bless'. cleaningor similar %+ords are used in these specificatiors or in paint manu'zcturer"s specifications. they shall be understood to refer to the applicable SSPC IS-,eel Structure Painting Council: Surface Preparation Specifications ANSI A159 I) specifi-cations listed above. B. Painting Systems - SL9:]]00L CVWD JAN 95 09900-3 2. Beveled sections of pipe will not be allowed at the top of the valve extension pipe. The top cut shall be square and machine made 3.. During the construction of new tracts, the valve extension pipes for "key valves" shall extend well above the ground level to permit ease of location in case of emergency shutaffs 4. The box cover shall be flush with the surface of the finished pavement or at any other level designated by the District Representative F. Backfill 1 All backfill within 24 inches of a valve shall be clean washed sand. 2. Backfill is to be placed and compacted in accordance with Section 02223.. G.. Valve Leakage Testing 1.. Test valves for leakage at the same time that the connecting pipelines are tested See Section 15042 for pressure testing requirements. 2� Valves shall have a pressure rating higher than or equal to the test pressure. H_ Tapping Sleeves 'Tapping valves shall be installed per District standard detail W-22, and as modified below 1 The tapping sleeve shall be installed in accordance with the manufacturer's instructions and to the satisfaction of the District Representative 2 The pipe barrel shall be thoroughly cleaned with a wire brush to provide a smooth,hard surface for the sleeve. 3 The sleeve shall be supported independent of the pipe during the tapping operation 4,. The sleeve shall be pressure tested in the presence of the District Representative prior to tapping 5. Thrust blocks shall be provided at the tapping sleeve, 6 Size on size taps will not be permitted For size on size connect ons a 'Tee" is to be cut in END OF SECTION I s. s r.;nor CVWD .JAN95 15100-10 i STANDARD SPECIFICATIONS SECTION 09900 PAINTING AND COATING PART 1 -GENERAL A., Description This section includes the materials and application of painting and coating systems for buried and exposed surfaces, All articles to be painted or coated will be painted or coated in the place of manufacture, unless field painting and coating is absolutely necessary. :The District Representative will make the determination. In the event that the paint or coating isdamagedin the field, it will be touched up in the same manner as the original paint or coating applied in the place of manufacture.. H- Related Work Described Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s) Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work, 1. Ductile-Iron Pipe and Fittings: 15056 2.. Manual Valves: 15100 3 Fire Hydrants: 15139 4.. Domestic and Non-Domestic water Facilities Identification: 15151 C. Approved Manufacturers 1. Oroanic Zinc Primer Koppers 'rnemec 90-93 Rust-Oleum Sinclair 15 2 All;vd Enamel Koppers Glemcr,ex 501 Dunn-Edl +,ards Syn-Lustro Sinclair Sintec Rust-Oleum Industrial Enamel 3 Epoxy Paint Koppers 200 Tnemec Series 66 Epoxoline Rust-Olem 9100 High Performance Epoxy 5{B9.G,D0C CVWD JAN 95 09900-1 I stem collar. 7. Materials of Construction shall be as described below: Component Material Specification Body, Operating Nut Cast Iron ASTM A 126 Bonnet, Seal Plate of Ductile Iron Class B Gate Cast Iron Ductile Iron Bonnet and Seal Stainless Steel 'Type 316 Bolts O-Rings Synthetic Rubber ASTM D2000 8, All internal working parts (excluding gate) shall be all bronze containing not more than 2 percent aluminum or more than 7 percent zinc, Valve stems shall be cast or forged from bronze having a tensile strength of not less than 60,000 psi, a yield point of not less than 30,000 psi, and an elongation of not less than 10 percent in 2 inches 10. All gates shall be encapsulated in Buna-S rubber or nitrile elastomer. K. Bolts and Nuts for Flanged Valves Bolts and nuts for flanged valves shall he stainless steel in accordance with Section 15056. L. Gaskets Gaskets for flanged end valves shall be as described in Section 15056 M. Valve Boxes for Buried Valves 1.. Valve extension pipe material shall be 8-inch PVC pipe 2, Design cast iron cap to rest within a frame on a cast-in place concrete ring surrounding the valve extension pipe;size the tapered skirt of the cap for a close fit inside the upper sleeve portion of the valve box. Caps for the domestic watgr system shall be circular with the word WATER cast on the cap Caps for the non-domestic water system shall be trianoular with NDW c===st on the cap Coat the cap and frame with asphalt or coat tar paint N. Extension Stems for Buried Valve Operators i Ydhere the depth of the valve is such ;ne; its centerline is more than 4 feet below grade, provide operating extension stems to bring the operating nut to a point 24 to 36 inches below the surface of the ground and or box cover, 2 Extension stems shall be steel and shall be complete with 2-inch square operating nut. 3 Valve stem extensions shall be of a solid desion Ino pinned couplings permitted) with guides. ens loo ooc Il CVWD JAN 95 15100-8 4. Valve extensions shall conform with Standard Drawing W-9. PART 3 - EXECUTION A.. Joints 1. Bolt holes of flanged valves shall straddle the horizontal and vertical centerlines of the pipe run to which the valves are attached. Clean flanges by wire brushing before installing flanged valves. Clean flange bolts and nuts by wire brushing, lubricate threads with oil and graphite, and tighten nuts uniformly and progressively. If flanges leak under pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or retiahten the bolts and nuts, and retest the joints.. Joints shall be watertight.. 2. Clean threaded joints by wire brushing or swabbing. Apply Teflon joint compound to Teflon tape to pipe threads before installing threaded valves.Joints shall be watertight.. 3.. Rubber ring grooves of valves shall be inspected before installation by the contractor for ridges or holes that would interfere with the rubber ring.. Interferences with the rubber ring shall be corrected to a satisfactory connection or the valves replaced, as required by the District. (All valves shall have the same rubber-ring groove profile as the groove of the pipe couplings furnished with the pipe..) B. Butterfly Valve Operators Butterfly valves shall be installed with the operators on the street centerline side of the pipeline or in the position shown in Standard Drawing W-13, C. Exterior Protection 1 All exposed flanges and other metal surfaces and all damaged coatings shall be coated after assembly with bituminous mastic per Section 09900.. Coating of stainless steel flange bolts is not required,. 2 Wrap buried valves with 8-mil polyethylene wrap per AWWA C105. D. Concrete Supports 1. Valves shall be anchored in conc.ete as shown in Standard Drawing W-13.. 2 Concrete supports will not be required under valves bolted`,to flanged fittines, 3 Until supports are poured, valves shall be iem?^ra0y supported by placing wooden skids underneath the valve so that the pipe is riot subjected to the v:eight of the vaive All concrete anc;,ors and thrust blocks specified or required by the District Representative are considered as part of the pipeline installation E.. Valve Boxes 1. Valve boxes shall be firmly supported and shall be kept centered and plumb over the operating nut of the valve. s. acc o.c CMD ;AN 95 15100-9 2. Gate valves shall be designed for a working pressure of 150 psi or 250 psi as required.. 3.. Valves shall be iron bodied, solid bronze internal working parts, parallel faced, bottom wedging double-discs, non-rising stem opening to the left, 0-Ring seals, and a 2 inch- square operating nut. 4. Materials of construction shall be as described below: Component Materal Specification Body. Bonnet Cast iron or -- Ductile iron Operating Nut, Stuffing Box Bonnet Bolts Stainless steel Type 316 Stuffing Box Bolts Stainless steel Type 316 Bolts Interior Parts, Bronze ASTM B 62 Discs O-Rings Synthetic rubber ASTM D2000 5. Gate valve stems shall be of low zinc content (2%), having a minimum tensile strength of 70,000 psi, a yield strength of 40,000 psi, and 12% elongation in 2 inches. The stem is to be visibly marked so that it meets this requirement, 6. Gate valves shall be furnished with ends as specified on plans or by the District Representative. G.. Tapping Valves I Tapping valves shall conform with all requirements for gate valves 3 inches and larger and the additional requirements listed herein. 2.. All valve ends shall be,flanged The flange on one end shall have slotted bolt holes to fit all standard tapping machines., 3. Seat rings shall be oversized to permit the use of full-size cutters. 4 Resilient wedge valves may be used as tapping valves. Provided that the disk fully retracts to produce a full port opening. H. Tapping Sleeves 1 Tapping sleeves shall be full circle stainless steel. 2 Gaskets shall be Buna-N rubber with a wide cross section. 3. All bolts nuts and washers shall be Type 316 stainless steel L. Butterfly Valves me cuc CVWD JAN 95 15100-6 1.. Butterfly valves shall be short body,conforming to AWWA C504,Class 150.. Minimum working differential pressure across the valve disc shall be 150 psi unless specified otherwise on the drawing.. 2 Butterfly valves shall be furnished and installed with the type of ends as shown on the plans and as herein specified, Wafer style valves will not be permitted 3. Each valve body shall be tested under a test pressure equal to twice its design water working pressure. 4. Valves shall be bubble tight at rated pressures and shall be satisfactory for throttling service and frequent operation after long periods of inactivity. Valve discs shall rotate 90 degrees from the full-open position to the tight shut position.. 5.. Flanged ends shall be ductile iron, class 250.. 6.. Valve shafts shall be Type 316 stainless steel or carbon steel with Type 316 stainless- steel journals and static seals. Valve shafts shall be dual stub shafts or a one-piece shaft extending completely through the valve disc. 7,. Materials of construction shall be as described below: Component Material Specification Body Cast iron or ductile iron Exposed Body Stainless steel Capscrews, and Type 316 Bolts and Nuts Discs Cast iron ductile iron, or Ni-Resist 8. The rubber seat shall be an integral part of the valve body.. Rubber seats fastened to the disc by any means shall not be permitted. J.. Resilient-Seated Gate Valves 1 Valves shall conform to AWWA C509 and the requirements listed herein. 2. All salves shall be bu'sble tigi-i; at 20 psi working pressure_. 3. Vai✓es shall have non-rising iow zinc stems, opening by turning left and provided with 2-inch-square cperatino nut Outside stem and yolk valves shall be used on backflow device shutoff valves 4. Each valve shall have a smooth unobstructed waterway free from any sediment pockets 5. Stuffing boxes shall by 0-ring seal type v%ith two rings located in stem. 6. Low friction torque reduction thrust bearings shall be located both above and below the SnCIDC DY CVWD JAN 95 15100-7 i t Provide totally enclosed operators designed for buried or submerged service. 6. Traveling nut and worm and gear operators shall be of the totally enclosed design so proportioned as to permit operation of the valve under full operating head with a maximum pull of 80 pounds on the handwheel or crank. Provide stop limiting devices in the operators in the open and closEd positions. Operators shall be of the self-locking type to prevent the disc or plug from creeping Design operator components between the input and the stop-limiting devices to withstand without damage a pull of 200 pounds for handwheel or chainwheel operators and an input torque of 300 foot-pounds for operating nuts when operating against the stops 7.. Operators on buried valves shall produce the required torque on the operating nut with a maximum input of 150 foot-pounds, 8 Valve operators, handwheels, or levers shall open by turning counterclockwise. C. Painting and Coating 1.. Coat metal valves (except bronze and stainless-steel valves) located above ground or in vaults and structures in accordance with Section 09900:. Apply the specified prime coat at the place of manufacture Apply finish coat in field. Finish coat shall match the color of the adjacent piping.. Coat handwheels the same as the valves 2 Coat buried metal valves at the place of manufacture per Section 09900.. 3.. Valves 4 inches and larger shall be coated on their interior metal surfaces excluding seating areas and bronze and stainless-steel pieces in accordance with AWWA C550 and these specifications. Sandblast surfaces in accordance with SSPC SP-5.. Remove all protuberances which may produce pinholes in the lining. Round all sharp edges to be coated. Remove any contaminants which may prevent bonding of the lining. Coat the interior ferrous surfaces using one of the following methods: a. Apply powdered thermosetting epoxy (Scotchkote 134 or equal) per the manufacturer's application recommendations to a thickness of 8 to 10 mils.. b. Apply two coats of catalytically setting epoxy (Keysite 750, Gilpon, or equal) to a dry-film thickness of 8 to 10 mils total. Follow the paint manufacturer's application recommendations including minimum and maximum drying time between the required coats. All valve coatings shall be factory applied Coating applied bq the valve distributer will not be permitted. D Va!ves Aboveoround Bail Valves 3Inches and Smaller 1 Aboveground threaded end ball valves. 114 inch through 3 inches, for weter service shall be non-risino stem; screwed bonnet solid wedge disc type having a minimum working pressure of 220 psi. 2. Materials of construction shall be as described below: cc.ooc CMD JAN 95 15100-4 4 I I Component Material Specification Body Bronze ASTM B62 Bonnet Bronze ASTM 8 62 Disc Bronze ASTM 8 52 Stem Bronze or copper silicon ASTM B 62, B 99 !Alloy 651). 8 584 (Alloy C87600), B 371 (Alloy 694) 3. Stem material shall have a minimum tensile strength of 60,000 psi and a minimum yield strength of 30,000 psi. 4. Handwheels shall be brass. 5 Packing shall be 'Teflon E. Buried Gate Valves Smaller Than 3 Inches 1.. Buried gate valves for air or water service shall be iron body, bronze mounted,-non- rising stem type, double disc, parallel seat and shall have a working pressure of at least 200 psi.. 2. Valves shall have flanged or threaded ends to match the pipe ends.. 3.. Valves shall have a 2-inch AWWA operating nut. 4. Materials of construction shall be as described below: Component Material Specification Body, Bonnet, Cast iron or stuffing Box Ductile iron -- Operating Nut, Bonnet Bolts 316 stainless -- Stuffing Box Bolts 316 stainless - Discs, Disc Nut, Bronze ASTM B 62 Disc Ring, Seat Ring 0-Rings Synthetic rubber ASTM D2000 Stem Copper silicon or ASTM B 584: manganese bronze Alloys C86200, C86300, C86400, C87500, or C87600 F. Gate Valves 3 Inches and Larqer 1 Valves shall conform to AW111A C500 and the following. 5 1510C DOC CVWD JAN 95 15100-5 4.. Butterfly Valves BIF Pratt Groundhog M&H 7 Kennedy AWWA C-509 5. Resilient - Seated Gate Valves: 4 Inch through 12 Inch Clow RW F2630 American - Flow Control M & H / Kennedy American AVK Co, 6. Tapping Sleeves Drop all Mnfgs w!o all S S. Sleeves JCM 432 Powerseal 3490 Ford 2 7. Valve Boxes Domestic water Brooks Products No.. 3RT Eisel Enterprises Inc.., #10 VE Non-Domestic water Brooks Products No 4 TT Eisel Enterprises Inc.., 4V4'TT-VB 8. Detector Check Valves All units must be in the latest edition of the list of approved backflow devices as supplied by the Foundation for Cross Connection Control and Hydraulic Research' by the U S.C.. school of engineering D.. Reference Standards Valves shall conform, as applicable, with the latest editions of the following codes and standards.. AWWA C500 Gate Valves AWWA C504 Rubber-Seated Butterfly Valves AWWA C509 Resilient Seated Gate Valves ASTM B62 Composition Brass or Ounce Metal Castings j Ductile Iron Castinos for Valves Ductile Iron Pipe Flanges ',S Thfi D 423 Tests for Rubber Property -Adhesion to Rigid Substrates E. Flanged End All valves connecting to m=ins shall be flanged on beth sides to allow for the use of test pLt=_s during the pressure testing I 5161JC 00� CVIVD .JAN 95 15100-2 - F. Single Type of Valve The developer shall choose an approved valve and then use only that valve throughout the development, G. Detector Check Assembly 1.. Valves for the Detector check assembly are to be part of an integral unit, assembled by the detector check manufacturer H. Butterfly Valves Butterfly valves shall only be used on lines 14 inches and larger or as specifically shown on the plans. 1.. Resilient Wedge Valves Resilient wedge valves shall be used on all pressure class 150 lines 4 inch through 12 inch, PART 2- MATERIALS A. General 1., Valves shall be installed complete with operating handwheels or levers, extension stems, worm gear operators, operating nuts, and wrenches required for operation. 2.. Valves shall have the name of the manufa-turer and the size of the valve cast or molded onto the valve body or bonnet or shown on a permanently attached plate. 3.. Valve body and trim casting shall be of domestic origin.. 4.. Bolts for all buried valves shall be 316 stainless steel. B.. Valve Operators 1.. Provide lever or wrench operators having adjustable, position indicator" for exposed valves smaller than 6 inches. 2.. Provide 2-inch AWWA operating nuts for buried and submerged valves 3 Provide gear operators on butterfly valves 6 inches and I'arger Gear operators for calves 8 inches through 20 inches shall be of the worm and gear, at of the trays!ing nut type 4. Gear operators shall be enclosed, suitable for running in oil whh seals provided on shafts to prevent entry of dirt end water into the operator.. Gear operators for valves located above ground or in vaults and. structures shall have handwheelsl0inimum handwheel diameter shall be 12 inches. The operator shall contain a dial indicating the position of the valve disc or plug Gear operators for buried or submerged valves shall have 2-inch square AV✓WA operating nuts 5 For buried or submerged service provide v✓atertight shaft seals and v.atertight valve and actuator cover gaskets s-rel oo D= CVWD JAN 95 - 15100-3 Z Every service connection served by a main being disinfected shall be tightly shutoff at ' the curb stop before water is turned into the main Care shall be taken to expel all air from the main and services during the filling operation.. 3. Water shall be fed slowly into the pipeline with chlorine applied in amounts to produce a dosage of not less than 50 ppm nor more than 100 ppm in all sections of the pipeline and appurtenances, 4. Treated water shall be retained in the system for a minimum of 24 hours and shall contain a chlorine residual of not less than 25 ppm at the end of the retention period in all sections being disinfected.. B. Concurrent Testing Disinfecting the mains and appurtenances, hydrostatic testing, and preliminary retention may run concurrently for the required 24-hour period. but in the event there is leakage and repairs are necessary, additional disinfection shall be made by injection of chlorine solution into the line as provided hereinafter. C.. -Additional Disinfection If the tests are not satisfactory the contractor shall provide additional disinfection as required. If the requirement for additional disinfection is due to any omission, negligence, or non- conformance with these specifications on the part of the contractor, or because of premature wetting of the hypochlorite or repairs made to the pipeline after its initial filling with water for disinfection, the contractor shall provide and pay for such additional chlorination D. Flushing After chlorination, the water shall be flushed from the line, in accordance with AW WA C651, at its extremities until the replacement water tests are equal chemically and bacteriologically to those of the permanent source of supply. The chlorinated water may be used later for testing other lines, or if not so used, shall be disposed of by the contractor, as designated in AWWA C651, Section 6 2 The District will not be responsible for loss or damage resulting from such disposal E. Cutting Into Existing Mains Following the opening of an existing domestic grater main, the interior of all accessible pipes and fittings shall be swabbed with a hypochlorite solution.. The drainerd portion of the existing line and any new secticn shall be flushed from two directions toward the cut-in, if possible END OF SECTION SIS:C 1.000 CVVVD JAN 95 15041-2 STANDARD SPECIFICATIONS SECTION 15iu0 MANUAL VALVES PART1 - GENERAL A. Description This section includes materials, testing, and installation of manually operated valves and detector check valves.. Manual valves to be supplied and installed per AWWA C 507, and C 509, unless noted other wise below. B. Related Work SoeciFied Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s),. Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1.. Trenching, Backfifling, and Compacting: 02223 2. Concrete: 03300 3. Painting and Coating: 09900 4. Hydrostatic Testing of Pressure Pipelines: 15042 5.. Ductile-Iron Pipe and Fittings: 15056 6. Domestic and Non-Domestic water Facilities Identification. 15151 C. Approved Manufacturers and Models 1 Gate Valves - Aboveground Smaller Than 3 Inch Crane 438 Stockham 103 2 Gave Valves - 6uried Smaller Than 3 Inch Stockham G-736, G-739, or G-745 Kennedy 597X or 561X I'Aueller 3 Gate Valves - 3 Inch and Laroer Mueller Series A-2380 Clow, List 14 M&H / Kennedy AWWA C 509 & C-550 saEio-o�c CVWD JAN d5 15100-1 3.. Retaining walls may be required around meter boxes installed on slopes as determined I by the District Representative. END OF SECTION CV%VD -JAN 95 03462-4 � I STANDARD SPECIFICATIONS - SECTION 15041 CHLORINATION OF DOMESTIC WATER MAINS AND SERVICES FOR DISINFECDON PART 9 - GENERAL A. Description This section describes requirements for disinfection of domestic water mains, services, appurtenances and connections by chlorination and all requirements for bacterial testing of the facilities, and obtaining subsequent clearances for operations issued by the District and allstate and local health agencies having jurisdiction. B. Related Work Specked Elsewhere _ All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s).. Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work.. Hydrostatic testing of Pressure Pipelines: 15042 C.. Referenced Standard All domestic water mains, water services, attached appurtenances, and connections, if any, shall be disinfected in accordance with AWWA C651 and as specified herein. D.. Application Before being placed in service all facilities shall be chlorinated Chlorine may be applied by either direct chlorine gas feed or calcium hypochlorite tablets, D. Retesting Retesting of the system may be required if 90 days have passed between the date of testing and acceptance by the District.. PART 2 - MATERIALS A. Chlorine Gas. Chlorine gas shall 5e supplied and converted from its liq.jid iorm to a gas as detailed in AV✓WA C651 Sections 2.l and 5 2 PART 3 - EYECUTION A. Procedure 1 All required corporation stops and other plumbing materials necessary for chlorination or flushing of the main shall be installed by and at the expense of the contractor. CVWD JAN 95 15041-1 2. Sizes shall be as specified on the standard drawings for the various sizes and types of services.. 3.. Any meter boxes to be requested for review as an equal must have identicaf lid and inside box dimensions. PART 2-MATERIALS A. Precast Concrete Vault 1 Precast concrete vaults and covers shall be manufactured in a plant especially designed for that purpose and shall conform to the shapes and dimensions indicated on the plans. Z. Design loads shall consist of dead load,live load,impact; and in addition, loads due to water table and any other loads which may be imposed upon, the structure.. Live loads shall be for HS 20 per AASHTO standard specifications for highway bridges.. Design wheel load shall be 16 kips. The live load shall be that which produces the maximum shears and bending moments in the structure. 3. Concrete shall be Class A conforming to Section 03300. B.. Meter Box Covers 1.. All meter box covers shall be furnished with rectangular reading lids 2. Concrete meter box covers shall be installed only in non-traffic locations. 3. Meter box covers within roadways or driveways shall be steel diamond plate designed to withstand highway loading.. C.. Vault Frames and Covers 1.. Vault frames and covers shall be fabricated steel or aluminum. 2. Covers shall be fabricated with supports to resist deflection 3.. Steel frames and covers shall be galvanized. 4, All covers shall be hinged Covers shall have hydraulic assists. 5. All covers shall be equipped with a hold open mechanism. 6 All covers shall be equipped with a flush locking devices 7. All vaults located v. thin rcadwai s or drive%..ays shall have traffic covers Vaults in all other locations shall have parizw6y covers unless specified otherwise by the District Representative. 8 A 6 by 12hinged reading lid shall be positioned over a meter in a vault. D Joint Sealing Compound The joint sealing compound shelf be a permanently flexible plastic material complying in every e C21E O]' CVWD JAN 95 03462-2 detail to Federal Specification SS 5-00210 (GSA-FSS)-dated July 26, 1965, "Quickseal", or equal.. E. Waterproofing Waterproofing shall be formulated to comply with Federal Specification SS-A-701, PART 3 -EXECUTION A.. Earthwork 1 Excavation and backfill for precast concrete vaults shall be in accordance with Section 02200 and the requirements herein.. 2.. The Contractor shall prepare an excavation large enough to accommodate the structure and permit grouting of openings and backfilling operations.. 3.. The bottom of the structure shall be placed on 12 inches of compacted, crushed rock sub-base, graded level and to the proper elevation as shown on the plans.. 6.. Installation 1, Openings or "knockouts' in precast concrete vaults shall be located as shown on the drawings and shall be sized sufficiently to permit passage of the largest dimension of pipe and/or coupling flange. Upon completion of installation, all voids or openings in the vault walls around pipes shall be filled with 3.000--psi concrete or mortar, using an approved epoxy for bonding concrete surfaces. 2. After the structure and all appurtenances are in place and approved, backfill shall be placed to the original ground line or to the limits designated on the plans, 3. All joints between precast concrete vault sections shall be made watertight The sealing compound shall be installed according to the manufacturer's recommendations to provide a watertight joint which remains impermeable throughout the design life of the structure. _ 4,. Frames and covers shall be built up so that the cover is flush with the surrounding surface unless otherwise specified on the drawings or by the District Representative in the field.. The contractor is responsible for placing the cover at the proper elevation where paving is to be installed and shall make all necessary adjustments so that the cover meets these requi;ements. 5 Waterproofing shall be applied to the ext=-rior walls of all buried vaults in accordance %.ith the manufacturer's instructions °roteet;:n shalt be placed overthe waterproofing to present damage C. F.'e_tcr Eoxas i Boxes shall be set true to line and to the grade of the top of the curb, sldev,alk or surrounding graded area 2. Meter boxes are not to be set until fine grading for landscape grading has been completed by the developer. CVWCVW C D JAN 95 03462-3 i STANDARD SPECIFICATIONS SECTION 03462 PRECAST CONCRETE VAULTS PART 1 -GENERAL A.. Description This section includes the materials, manufacture, and installation of precast concrete vaults. B.. Related Work Specked Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 11 Structure Earthwork: - 02200 21 Concrete: 03300 C. Approved Manufacturers 1 Precast Vaults Brooks Products, Inc Best Concrete Products Associated Concrete Products 2 Meter Boxes Eisel Enterprises, Inc Brooks Products, Inc.. 3. Joint Sealing Compound Quikseal manufactured by Associated Concrete Products 4. Waterproofing Grace Dehydratine 4 D. Frames and Covers Cil precast sections shall be provided with fabricated aluminum or steel frames and covers as s,=cified or shown on the drawings and shall be built up so that the ccter is flush with ;he surrounding surface unless otherwise specified on the drawings or by the District Representative in the field. E. Meter Boxes 1 Precast concrete meter boxes shall be furnshed and installed by the contractor unless noted otherwise CV%Y D]C CV1',rD JAN 95 03462--1 1 I: material off-site, as determined by the project permits. N. Placing Pipe Base 1. Place the specified thickness of pipe base material over the full width of trench and compact the material to the specified relative density.. Grade the top of the pipe base ahead of the pipe to provide firm, uniform support along the full length of pipe., 2.. Excavate bell holes at each joint to permit assembly and inspection of the entire joint. O.. Placing Mounds to Support Pipe 1.. As an alternate to placing imported sand pipe base material, the pipe may be supported on mounds of imported sand.. 2. The mounds shall be of imported sand and extend the full trench width.. The mounds shall provide a minimum of 6 inches of contacf'with the pipe. 3. The pipe shall be supported to maintain its design line and grade. 4.. The mounds shall be located 2% feet from the coupling of the pipe.. P.. Backfilling within Pipe Zone 1. Backfill per the detailed piping specification for the particular type of pipe and per the following. 2. After pipe has been bedded, place pipe zone material simultaneously on both sides of the pipe, keeping the level of backfill the same on each side,. Carefully place the material around the pipe so that the pipe barrel is completely supported and that no voids or uncompacted areas are left beneath the pipe. Use particular care in placing material on the underside of the pipe to prevent lateral movement during subsequent backfilling. 3 Compact material placed within 12 inches of the outer surface of the pipe by hand tamping only Q. Backfill within Trench Zone 1 Compact per the detailed piping specification for the particular type of pipe and per the following " 2 Push the backfill material carefully onto the backfill previously placed in the pipe zone. Do not permit free fall of the material until at least 2 feet of cover is provided over t!:e top of the pipe Do not drop sharp, heavy pieces of miierial directly onto the c'pe or thee tamped material around the pipe 3 The remaining portion of the trench to the street zone or ground surfaceas the case .-,:ay be sha!I be bockfilled, compacted and'cr cgnsglidatad by approved methods to obtain the specified relative compaction I a. Compaction using vibratory equipment tamping rollers, pneumatic tire rollers or other mechanical tampers shall be done with the type and size of equipment necessary to accomplish the work. The backfill shall be placed in horizontal i CVVVD JAN 95 02223.8 layers of such depths as are considered proper for the type of compacting equipment being used in relation to the backfill material being placed. Each layer shall be evenly spread, properly moistened, and compacted to the specified relative density. The contractor shall repair or replace any pipe, fit- tings, manholes, or structures as directed by the District Representative damaged by the contractor's operations, b, Consolidation of backfill performed by flooding, poling, or jetting shall obtain a relative compaction of the backfill material at least equal to that specified. When flooding, poling, orietting methods are used, material for use as backfill shall be placed and consolidated in layers not exceeding 4 feet thick. Flooding, poling, or jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain the required relative compaction, Care shall be taken in all consolidating operations to prevent the movement or floating of the pipe.. Consolidation methods shall.not be used where the backfill material is not sufficiently granular to be self-draining during and after consolidation, or where foundation materials may be softened or otherwise damaged by the quantities of water applied.. The contractor shall rectify any misalignment of the pipe because of consolidation operations as directed by the District Representative R. Backfill within Street Zone 1. The street zone within roadbed areas shall be compacted using approved hand, pneumatic, or mechanical type tampers to obtain the required relative compaction.. 2. All work shall be done in accordance with the requirements and to the satisfaction of the city or the agency having jurisdiction 3.. Flooding and jetting will not be permitted in this Zone,. S., Sidewalk. Pavement. and Curb Replacement Replace bituminous and concrete pavement, curbs and sidewalks damaged or removed during construction in accordance with the requirements of the city or the agency having jurisdiction. END OF SECTION r DOC CVV.'D JAN 95 02223-9 f i in the direction necessary for the proper installation of the facilities as shown on the plans 2 'Trench banks shall be kept as near to vertical as possible and shall be property braced and sheeted.. 3, Tunneling will not be permitted.. , 4. The use of a jack and bore or hydraulic ram may be employed. F- Bracin 1.. The contractor's design and installation of bracing and shoring shall be consistent with the rules, orders, and regulations of the State of California Construction Safety Orders, 2. Excavations shall be so braced,sheeted,and supported that they will be safe such that the walls of the excavation will not slide or settle and all existing improvements of any kind, either on public or private property, will be fully protected from damage. 3. The sheeting, shoring, and bracing shallbe arranged so as not to place any stress on portions of the completed work until the general construction thereof has proceeded far enough to provide ample strength 4.. Care shall be exercised in the drawing or removal of sheeting, shoring, bracing, and timbering to prevent the caving or collapse of the excavation faces being supported G. Trench Widths 1 Excavation and trenching shall be true to fine so that a clear space of not more than 8 inches or less than 6 inches in width is provided on each side of the largest outside diameter of the pipe in place measured at a point 12 inches above the top of the pipe.. For the purpose of this article, the largest outside diameter shall be the outside diameter of the bell on bell and spigot pipe or the pipe collar 2. Where the trench width, measured at a point 12 inches above the top of the bell of the pipe, is wider than the maximum set forth above, the trench area around the pipe shall be backfilled with crushed rock, Class B concrete, or slurry to form a cradle for the pipe as shown on the Drawing W-8 at the discretion of the District Representative. Concrete or slurry shall not be poured directly against the pipe. H.. length of Open Trench \Yi?hi-t developed areas ...e length of o,en tier.:n may be r=_svicteci as daermin=d by rhe _.rcr_achment p_rmit frzm ,i%a .,i:y Gr the acl-r,Sy baring ju riS diC ii�n I 3rao 7 Excar ate the trench to the lines and crades shown on the drat,-ines t%ith allowance for pipe thickness and for pipe base or special bedding 2 The trench bottom shall be graded to provide a smooth, firm, and stable foundation that is free from rocks and other obstru-anns and shall be at a reasonably uniform grade S.Y 3:3 OOC CVV✓D JAN 95 02223-6 J.. Correction of Over Excavation 1. Where excavation is inadvertently carried below the design trench depth, suitable provision shall be made by the contractor to adjust the excavation, as directed by the District Representative, to meet requirements incurred by the deeper excavation. 2. Over excavations shall be corrected by backfilling with approved graded crushed rock or gravel and shall be compacted to provide a firm and unyielding subgrade or foundation, as directed by the District Representative., K.. De-watering 1.. The contractor shall provide and maintain at all times during construction ample means and devices with which to promptly remove and properly dispose of all water from any source entering the excavations or other parts of the work.. De-watering-shall be done by methods that will ensure a dry excavation and preservation of,the final-lines and grades of the bottoms of excavations. De-watering methods may include well points, sump points, suitable rock or gravel placed below the required bedding for drainage and pumping, temporary pipelines, and other means, all subject to the approval of the District Representative 2,. In no event shall the sewer system be used as drains for de-watering the construction trenches, 3.. De-watering shall commence when groundwater is first encountered and shall be continuous until such times as water can be allowed to rise. No concrete shall be poured in water, nor shall water be allowed to rise around the concrete or mortar until it has set at least eight hours.. L. Foundation Stabilization 1. Whenever the trench bottom does not afford a sufficiently solid and stable base to support the pipe or appurtenances, the contractor shall excavate to a depth below the design trench bottom, as directed by the District Representative, and the trench bottom shall be backfilled with 3l4-inch rock and compacted to provide uniform support and a firm foundation. 2. Where rock is encountered, it shall be removed below grade and the trench shall be backfilled with graded gravel or crushed rock to provide a compacted foundation cushion with a minimum allowable thickness of 4 inches under the pipe foundation plane 3 If excessively wet, soft, spongy, uns,abla, or similarly unsuitable material is encountered at the surface upon which the bedding material is to be placed, the unsuit- able material shall be removed to a depth as determined in the fi.!d by the District Represerttaiive and replaced by crushed rock Ir: Excavated N:aterial 1. All excavated material shall not he stockpiled in a r.armer that create an unsafe_ work area or obstruct sidewalks or driveways. Gutters shall be kept clear or other satisfactory measures shall be taken to maintain street or other drainage 2 In confined work areas, the contractor may be required to stockpile the excavated CVI;'D JAN 95 02223-7 i D. imported Sand Imported sand shall have a minimum sand equivalent of 30 per State of California, Division of Highways,Test "California 217" with 100% passing a 3/8 inch sieve and not more than 20% passing a 200-mesh sieve. Certification that the sand meets this requirement shall be provided.. E. Crushed Rock and Gravel 1, Crushed rock shall be the product of crushing rock or gravel. Fifty percent of the particles retained on a 318-inch sieve shall have their entire surface area composed of faces resulting from fracture due to mechanical crushing,. Not over 5% shall be particles that show no faces resulting from crushing.. Lessthan10% of the particles that pass the 318-inch sieve and are retained on the No. 4 sieve shall be weatherworn particles. Gravel shall not be added to crushed rock. 2. Gravel shall be defined as particles that show no evidence of mechanical crushing, are fully weatherworn, and are rounded. For pipe bedding, where gravel is specified, crushed rock may be substituted or added. 3. Where crushed rock or gravel is specified in the bedding details on the plans, the material shall have the following gradations: 1%-Inch 1-Inch 314-Inch Max Gravel Max Gravel Max Crushed Rock Sieve Size % Passing % Passing % Passina 2" 100 1 K' 90 - 100 100 1' 20 - 55 90 - 100 100 3/4' 0 15 Go - 80 90 - 100 1/2" - - 30 - 60 3/8" 0 - 5 0 - 15 0 - 20 No 4 - 0 - 5 0 - 5 No. 8 -- -- -- 4 Unless otherwise specified, 314-inch-maximum crushed rock shall be used for pipes with inside diameters of 30 inches and less F.. Sand-Cement Slurry J Sand-cement slurry shall consist of two sacks (188 pounds) of Portland cement per cubic y and of sand and sufficient moisture for workability PART 3 - EXECUTION A Corteoaction Recuirements 'i. Ther developer shall engage -z e se:vi=es cl a ouaiified soils engineering firm to d==-t@rndne the relative compaction of the trench backfin 2 If the backfill fails to meet the specified relative compaction requirements, the contractor shall rework the backfilf until the requirements are met. The contractor shall make all necessary excavations for density tests as directed by the District Representative Orange County EMA city having jurisdiction or CalTrans compaction CV%'D-JAN 95 02223.4 i requirements shall prevail in all public roads - 3. Compaction tests shall be performed at random depths and at 200-foot intervals and as directed by the District Representative. - 4.. Unless otherwise shown on the draw-ngs or otherwise described in the specifications for the particular type of pipe installed, relative compaction in pipe trenches shall be as described below: a. Pipe zone and pipe base: 90% relative compaction b. Trench zone not beneath paving: 90% relative compaction,. C., Trench zone to street zone in paved areas: 90% relative compaction. d, Street zone in paved areas: per agency requirements. The most stringent agency requirements shall prevail. - - e. Rock refill material for foundation stabilization: 90% relative density. f. Rock refill for over excavation: 90% relative density. - B. Material Replacement Removal and replacement of any trench and backfill material which does not meet the specifications shall be the contractor's responsibility. C. Clearing and Grubbing 1. Areas where work is to be performed shall be cleared of all trees, shrubs, rubbish, and other objectionable material of any kind which,if left in place, would interfere with the proper performance or completion of the contemplated work, would impair its subsequent use, or would form obstructions therein.. 2. Organic material from clearing and grubbing operations will not be incorporated in the trench backfill 3. Organic material from clearing and gnibbing operations will be disposed of at a proper waste disposal facility. D. Sidewalk, Pavement. and Curb Removal 1. Save cut bituminous or :oncrete pavements regardless of their thickr:ass,and curbs and sider.alks prior to exca.ratio n for the structure in accordance with the requirements of .he Clt) or agenc} having jurisdiction Curbs arid sidewalks, that are damaged in the course of construction are to be cut and removed from joint to joint 2. Heil re ng'.ed pavemwrit and con:rata materlais frn the sit; to a proper disposal faciiity These materials are not parr.pitted for use as trench backfill. If the material to be ramoved exceeds 50 cubic yards. the contractor shall obtain a haul route permit from the Cityfsl having jurisdiction. E. Trenching and Tunneling 1 Excavation fur pipe, fittings and appurtenances shall be open trench to the depth and CVV:D JAN 95 02223-5 The trench zone includes the portion of the trench from the top of the pipe zone to the bottom of the street zone in paved areas or to the existing surface in unpaved areas, G, Pipe Zone The pipe zone shall include the full width of trench from the bottom of the pipe or conduit to a horizontal level 12 inches above the top of the pipe. Where multiple pipes or conduits are placed in the same trench, the pipe zone shall extend from the bottom of the lowest pipes to a horizontal level 12 inches above the top of the highest or topmost pipe,. H.. Pine Base The pipe base shall be defined as a layer of material immediately below the bottom of the pipe or conduit and extending over the full trench width in which the pipe is bedded. Thickness of pipe base shall be as shown on the drawings or as described in these specifications for the particular type of pipe installed, 1_ Excess Excavated Material 1. The contractor shall make the necessary arrangements for and shall remove and dispose of all excess excavated material unless indicated differently in the special provisions for any job, 2 It is the intent of these specifications that all surplus material not required for backfill or fill shall be properly disposed of by the contractor at a proper disposal site 3 No excavated material shall be deposited on private property unless written permission from the owner thereof is secured by the contractor.. Before the District will accept the work, the contractor shall file a written release signed by all property owners with whom he has entered into agreements for disposing excess excavated material, absolving the District from any liability connected therewith. 4 The contractor shall obtain a haul route permit from the city having jurisdiction J_ Safety 1. All excavations shall be performed, protected, and supported as required for safety and in the manner set forth in the operation rules, orders, and regulations prescribed by the Division of Industrial Safety of the State of California.. J 2 Earners shall be placed at each end of all excavations and at such places as mey be nece=ssary along =Excavations to warn all pedestrians and vahicular traffic of such ex'ev a;ice::s Lights salt a'so be pieced along excavations from sunset each day io _...,,...-. ..f ti,e next �ay until such ezcav=tion is entirely refi"ed. 3 f2o t.a .a. or axcavatdcn shall rec;sn open duan; non-r orking hours The trench or excacatlon shall be covered wqh steel plats, spiked in place or s=_cured with ,_r,-,�arary A C pavement around the edces. or backfilied K Access Unobstructed access must be provided to all driveways, water valves hydrantsor other property or facilities that requira routine use 00 CV1VD JAN 95 022232 L. Blasting - 1. Blasting for excavation will be permitted onYy after securing approval of the District Engineer, and only when proper precautions are taken for the protection of persons and property, 2.. The contractor shall also obtain Permission from the Orange County Fire Department before commencing blasting operations. 3. All aspects concerning safety, transportation and the use of explosives shall be in accordance with Article 8 of the CAL-OSHA State of California Occupational Safety and Health Standards. 4., The contractor's methods of blasting and procedure shall conform to all state laws and local ordinances. 5. - Apermit shall be obtained from all state and local authorities, having jurisdiction, prior ' - to blasting., M. Permits All work shall conform to the specifications and requirements of the State of California Department of 'Transportation, the Orange County EMA, the city having jurisdiction, or and other agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. PART 2 - MATERIALS A.. Native Earth BackfBl 1.. The use of native earth as backfill material will require the approval of the District Representative in all cases 2. Native earth backfill, acceptable for use, shall be fine-grained material free from roots, debris, and rocks with a maximum dimension not larger than 4 inches.. 3. Native backfill shall not be used in the pipe zone B.. Imported Backfill Material 1, %Yhenever the excavated material is not suitable for backfill, the contractor shall arrange for and furnish suitable imported backfill material that is capable of a;:a inina the required relative density 2 The contractor shall dispose of the anc_a=_s t _nch excavation as fpeciSed i- -ne preceding section Backfilling v,i;5 rn. ^-ted �-e-e•ial shall be done in accordance the methods described heroin C. Granular Material Granular material shall be defined as soil having a minimum sand eq:�ivalent of -� as determined in accordance with State of California, Division of Highways,Test California 2' 7, with not more than 20% passing a 200-mesh sieve azr3000 CVWD .JAN 95 C 7223-3 A permit from OSHA is required of any excavation exceeding 5 feet.. Follow all restrictions of the required permits form other agencies. END OF SECTION i i .:ro ooc CVi'JD JAN 105 02200-4 ' 1 I STANDARD SPECIFICATIONS SECTION 02223 TRENCHING, BACKFILLING, AND COMPACTING PART 1 - GENERAL A. Description This section includes materials, testing, and installation for trench excavation, backfilling, and compacting. B.. Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards will be.as last revised, unless a specific date of issuance is called out in opposition to later revision date(s)., i Other sections of the technical specifications, not referenced below, shall also apply to the extent required for.proper performance of this work. C. Testing for Compaction 1. Determine the density of soil in place by the use,of a sand cone, drive tube, or nuclear tester.. 2. Determine laboratory moisture-density relations of existing soils by ASTM D 1557.. 3. Determine the relative density of cohesionless soils by ASTM D 2049, 4. Sample backfill materials by ASTM D 75, 5, Express "relative compaction" as the ratio, expressed as a percentage, of the in place dry density to the laboratory maximum dry density.. 6, Compaction shall be deemed to comply with the specifications when no test falls below the specified relative compaction. 7. The Contractor shall secure the services of a soils tester acceptable to the District and pay the costs of all testing work. Test results shalt be furnished to the District Representative- D. Pavement Zone The pavement zone includes the asphalt concrete and aggregate base pavement section placed 01.er the trench backfill. E. Street Zone The street zone is the top 18 inches of the trench cr depth determined by the jurisdictional agency immediately below the pavement zone in paved areas F. 'Trench Zone CVWD .JAN 95 02223-1 f 2. Structural Backfill 90% relative compaction 3.. Gravel Base: 90% relative compaction 4,. Adjacent to existing structures: 95% relative compaction B. Sidewalk. Pavement. and Curb Removal 1. Saw cut bituminous or concrete pavements regardless of their thickness,and curbs and sidewalks prior to excavation for the structure in accordance with the requirements of the City, or agency having jurisdiction. Curbs and sidewalks, that are damaged in the course of construction, are to be cut and removed from joint to joint 2. Haul removed pavement and concrete materials from the site, to a proper disposal facility. 'These materials are not permitted for use as backfill. If the material to be removed exceeds 50 cubic yards, the contractor shall obtain a haul route permit from the City(s) having jurisdiction.. C. De-watering 1, Provide and maintain means and devices to continuously remove and dispose of all water entering the excavation during construction of the structure and all backfill operations, 2. Dispose of the water in a manner to prevent _famage to adjacent property and pipe i trenches. 3.. Do not allow water to rise in the excavation until backfilling around and above the structure is completed.. 4. Reporting shall conform to the requirements of the District's NPDES permit. A copy of which is available form the District,. 5.. In no event shall the sewer system be used as a drain for de-watering. D.. Structure Excavation 1 1.. Structure excavation shall include the removal of all material of whatever nature necessary for the construction of structures and foundations in accordance with the plans and these specifications. 2 The sides of excavations for structures shall be sufficient to leave at least a 2-foot cdaara.`.ce, as 'tEasu'2d from the extreme cctslde of foam work or the structure, es the case may be. 3. Surplus material shall be disposed of by the contractor in accordance with Secti;.n 02223. E. Correction of Over Excavation 1. Where excavation is inadvertemly carried below design depths, suitable provision shall be made by the contractor to adjust construction, as directed by the District u^Zo Doc CVWD JAN 95 02200-2 1 Representative, to meet requirements incurred-by the deeper excavation. 2 No earth backfill will be permitted to correct over excavation beneath structures. 3.. Over excavation shall be corrected by backfilling with crushed rock or concrete, as directed by the District Representative F. Bracing 1. The contractor's design and installation of bracing and sheeting shall take the necessary precautions to be consistent with the rules, orders, and regulations of the State of California Construction Safety Orders.. 2. Excavations shall be so braced, sheeted, and supported that they will be safe, such that the walls of the excavation will not slide or settle and all existing improvements of any kind, either on public or private property, will be fully protected from damage.. 3. The sheeting, shoring, and bracing shall be arranged so as not to place any stress on portions of the completed work. 4 Carefully remove sheeting, shoring, bracing, and timbering to prevent the caving or collapse of the excavation faces beinq supported.. G.. Backfill 1.. After structures and foundations are in place, backfill shall be placed to the original ground line or to the limits designated on the plans. 2.. No material shall be deposited against concrete structures until the concrete has reached a compressive strength of at least 3,000 pounds per square inch as tested per Section 03300 3.. Imported sand or granular material shall be placed in horizontal layers not exceeding 8 inches in depth. 4 Each layer of backfill material shall be moistened and thoroughly tamped, rolled, or otherwise compacted to the specified relative density. 5. Carefuliy operate compaction equipment near structures to prevent their displacement or damage. Structural fill is to be placed and compacted in uniform layers around all sides of tie structure,. H.. Pavement Renlacem^nt PEPeme-:. re 'Cement She': in ac co.dE-„e x i:h r the _��i:_m=_nt _ ., rite City or the age^icy haviry I❑ .sdlction. L Perm^s An Encroachment Permit from the City having jD65:-tion is required prior to any work within City right-of-way All traffic control and pa�emer: replacement work shall be in accordance v.iih the requirements of the permit End the City Inspector �rce.z CVWD ,JAN 95 02200-3 NON-DOMESTIC WATER DOMESTIC WATER BROOKS 47 BROOKS 3RT tH&C #1 H&C 10" vvWATER ' 24" DIP,. FOR 3RT ' 6" 26" DIA. FOR 47T TOP N I A.C.. PAVEMENT FINISHED GROUND SURFACE 2"R. CLASS "B" �7757 CONCRETE COLLAR " �, ew (TYP..) I y z ¢ r VALVE BOX � x w o .\ ¢ CONC. tD tO TRACER WIRE. 14 GA BARE ' t O COLLAR COPPER WIRE, TAPED TO PIPE df N~ PAVEMENT EVERY 10' AND FIXED TO TOP I—z CONDITION % OF VALVE CAN. TRACER WIRE b z FOR ACP OR PVC ONLY,. z a o 8" PVC SDR35 SEWER o< PIPE FOR VALVE WELL MATERIAL lipz 0 z BACKFILL AROUND VALVE j WITH SAND PER SECTION 15100 I � i WATER MAIN CLASS "B" ' •n , #4 STEEL REINFORCING BARS CONCRETE COATED WITH 3M EC-244. KOPPERS ANCHOR CO. BITUMASTIC NO. 505 OR BLOCK APPROVED EQUAL ONLY TO I -I EXPOSED PART OF REINFORCING A BARS VALVE & VALVE BOX INSTALLATION NO10 1 . DATE�1S10APPROVED /� CAP I S TRAN 0 VALLEY STD NO.. 3/11/92 RWC / WATER DISTRICT 2 08/„/92 RWC 1 3 � APPR 3 02/04/93 RWC ® DI IC ENGINEER D E SHEET 1 OF 2 r:�nrnsm�w-tai ' TYPICAL BUTTERFLY VALVE OPERATOR POSITION FVALVE r—, STREET � VALVE (TYP.) 97 VALVE TF PIPE MR) OPERATOR (TYP.) SEE NOTE 4 d G d c 6 VALVE SIZE DIMENSION A 3- 6" 6" OR SMALLER 12" 12" I ° e 8" 1.3" 14" 10" 14" 16" 12" 14" 18" DIMENSION "C" = TRENCH WIDTH PLUS 2X I C PIPE DIAMETER CONSTRUCTION NOTES 1, PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE NUT EXCEEDS 3 FFET. SEE DRAWING W-9. 2.. IN NEW TRACT DEVELOPMENTS, PRIOR TO PAVING, EXTEND VALVE PIPE WELL 2' ABOVE GROUND ON KEY VALVES; FOR EMERGENCY SHUTOFFS.. 3.. BUTTERFLY VALVE OPERATORS SHALL. BE LOCATED IN THE LEFT-HAND SIDE OF THE VALVE (AT THE TEE OR CROSS) AND LOOKING THROUGH THE VALVE AT THE PIPE END, 4. WHERE CONCRETE CROSS GUTTERS WILL EXIST AT STREET INTERSECTIONS WHICH WILL INTERFERE WITH VALVE BOXES, THE PIPELINE SHALL BE MOVE TO A POSITION CLEAR OF THE CROSS GUTTER., 5., VALVES TO BE LOCATED ADJACENT TO FITTINGS WHEREVER POSSIBLE.. 6. VALVE LIDS TO BE PAINTED AND MARKED PER SECTIONS 09900 AND 15151. �! VALVE AND VALVE BOX INSTALLATION REVISIONS CAPISTRANO VALLEY �° "° Na 101/24/90 DATE APPROVED 11 108111192 RW° ,r WATER DISTRICT W_ PPP rl 94 93 RWC DI RICT ENGINEER DA E SHEET 2 OF 2 r:\awu-sm�w-iae 1.4-111" 19" MIN, � i i+ VERT. SEE SCHEDULE f_ w n > \ BEARING HORIZ, SURFACE v � TYPICAL PROFILE \ HORIZONTAL TYPICAL BEARING SURFACE TYPICAL HORIZ. BEND REDUCER 3" 12"—r 12" PLAN 12" #4 BARS CROSS SECTION SEE NOTE 3 REDUCER TYPICAL END OF LINE SERVICE OR BLOW OFF INSTALLATION - SEE DWG. W-5 o a x � ADDITIONAL BLOCKING AS DIRECTED TEE OR VALVE END CAP HORIZONTAL THRUST BLOCK DETAILS REVISIONS CAPISTRANO VALLEY S'° "° i . NO. DATE APPROVED 03/"/92 RwciftWATER DISTRICT 2 Da/11/s2 Rwc CZA ® 14 APPRO 3 02/04/93 RWC DIS CT ENGINEER D SHEET 1 OF 2 11 F:\CWNSM\W-1M NOTES THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL BEARING VALUE ' OF 1500 PSF AND 225 PSI LINE PRESSURE WITH 3' COVER, MINIMUM.. FOR BEARING = 1000 PSF, 1.5 X AREA SHOWN, FOR BEARING = 500 PSF 3.0 X AREA SHOWN. ' ALL 'THRUST BLOCKS SHALL BE CLASS "B" CONCRETE AND PLACED AGAINST UNDISTURBED SOIL DESIGN ENGINER SHALL DETERMINE SIZES NOT SHOWN, THRUST BLOCKS SHALL BE USED ON CROSSES. REINFORCING STEEL SHALL CONFORM TO ASTM A15 AND A305, CONCRETE SHALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE. AT ALL FITTINGS ON ACP LINES, A 3'-3" MEE SHALL BE INSTALLED ON IEACH SIDE OF THE FITTING. I MINIMUM SIZE OF HORIZONTAL THRUST BLOCK BEARING SURFACE PIPE 11 -1/4°BEND 22-1/2°BEND 45'-BEND 90° BEND TEE END CAP I' SIZE HORIZ VERT, HORIZ VERT. HORIZ. VERT. HORIZ. VERT HORIZ. VERT, HORIZ VERT.. I 4" V-6" 0'-9" t'-6" 0'-9" V-6" 1'-0" 2'-3" V-3" 1'-6" 1'-O" 1.-6" 1'-6" 6" 2'-6" t'-O" 2'-6" V-O" 3'-6" V-6" 4'-6" 2'-3" 4'-O" 2'-0" 2'-0" 2'-O" 8' 3'-0" 1'-6" 3'-0" V-6" 4'-3" 2'-3" 5'-6" 3'-O" 5'-O" 2'-6" 4'-6" 1'-6" 10" 3'-9" 1'-5' 3'-9" 1'-9" 5'-O" 2'_9• 7'-0" 3'-6" 5'-6" 3'-3" 4'-6" 2'-6" 2'-3" 5'-6" 3'-6" '8'_3" 4'-0" 7'-0 _.Y-6" 5'-3 3'-0" II I HORIZONTAL THRUST BLOCK DETAILS REVISIONa.. STD.. NO.. NO. DATE ACAPISTRANO VALLEY e ' 03/11/921i� WATER DISTRICT 14 2108/11/921RWr APP D 3 102/04/9-31 DI ICT ENGINEER SHEET 2 OF 2 F.\CVAIlSIG\W-118 Of..P, RESTRAINED JOINT 2—#4 STEEL REINFORCING BARS COATED / D.I.P. / WITH 31A EC-244, KOPPERS CO, ' — ! BITUMASTIC NO. 505 OR APPROVED EQUAL ONLY TO EXPOSED PART OF REINFORCING BARS. ' \ CONTINUE RESTRAINED JOINT DIP TO THE BOTTOM OF THE SLOPE. BARS TO HAVE 6* DIA J HOOKS. ' ELEVATION i x \ `C a O SECTION VERTICAL BEND CONSTRUCTION NOTES 1 VERITICAL INFLECTIONS SHALL BE ACOMPLISHED BY MEANS OF A DUCTILE IRON PIPE (DIP), RESTRAINED JOINT, AND HAVE AT LEAST ONE LENGTH OF DIP PIPE COMMING INTO THE VERTICAL INFLECTION AND SHALL CONTINUE WITH RESTRAINED JOINT DIP FOR THE LENGHT OF THE SLOPE, 2 ALL THRUST BLOCKS SHALL BE CLASS "B" CONCRETE AND PLACED AGAINST UNDISTURBED SOIL.. 3, REINFORCING STEEL SHALL CONFORM TO ASTM A15 AND A305 4. CONCRETE SHALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE. N VERTfCAL THRUST RESTRAINT DETAIL V02/ 4 EVfSIOAPPROVED CAPISTRANO VALLEY STD.. NO.. RWC WATER DISTRICT fl RWC AppR EO 11 RWC iL DI ICT ENGINEER DA SHEET 1 OF 1 �:\cvwsm\w-i5.� ITEM NO. DESCRIPTION Mv® STEEL PWE twat G AND DOOR T • a O AIR Q VNlA81 W VALVE I ^ > o (SEE SECiWN 15088) 4 O3 BRASS CLOSE NIPPLE H 10 L 3 4 BRONZE But VALVE—RTll w SNUE OFF FgTD BH 1 Bit-7772 1 7 14 MIP THREAD K WENT ADWER© CON..". PND WITH 8 x 8 WIRE MESH 7O DO' TEND SWEAT Q V' I I : S Q'� ; 8 OOTtPORATION STOP �J 9 BRONZE SERME SADDLE 3 3 g OUTLET HOOD VENT W APCO MODEL. 140-20. OR EQUAL V 4 O7 COPPER TUBING.TYPE K MW ' 11 _ Q VALVE BOX h RISER PER w-13 gy / O3_ C PVC SLEE'E v �� STAINLESTEEL.DOLT : 4� STAINLESS Si 'J BOLT 4 NIR ,>; I VALVE COVER AND PAD DIMENSIONS VALVE DIMENSIONS SIZE O.D.. H L N MODEL A 8 C 1' 18' 30' 24' 28 133 30' 54' 6" 2' 24' 36' 30' 36 #43 36' 60' 6' f CONSTRCUTION NOTES 1. REFER TO DRAWINGS W - 1 OR W -2 FOR ACCEPTABLE MATERIALS, 2, PAINT AND MARK AIR-VAC PER SECTION 09900 AND, 15151.. 3 PROVIDE AND INSTALL AIR-VAC PER SECTION 15089, 4. SET BACK DISTANCE PER TRAFFIC REQUIREMENTS, OR 30'; WHICH EVER IS GREATER 5. INSTALL PIPE VERTICAL OR SLOPED UPWARDS AT ALL POINTS.. t A F DATE EVI I AP ROVED / CAPISTRANO VALLEY SM NO N0. 2 D6/„/92 RWC All” WATER DISTRICT 3 02/04/93 RWC APPROVED Ny 1 y 4 09/06/95 RWC 1 ? 11 5 03/13/99 1 LC STRICT FW FrR' .neTe• cver-r + nr e t r i ' VALVE ASSEMBLY LOCATION PLANS 3' OR WIDER qCOVER CE OF CURB PARKWAY 0 MIN ' ESS - E"-B-I VALVE BOXVASIDEWALK A !-- CONPAD CASE 2 CASE 1 (NO SIDEWALK PLANNED) I OR SIDEWALK ADJACENT TO CURB SIDEWALK NOT ADJACENT TO CURB f AIR & VACUUM RELIEF LOCATION NO. EVISIOAPO PROVED ] CA'ISTRANO VALLEY APP STD. N DATE I -mg WATER DISTRICT We 1 I 1 6 iDRICT E (NEER -tZIASHEET 2 OF 2 F:\cvwDS D\W-'" STANDARD SPECIFICATIONS SECTION 02200 STRUCTURE EARTHWORK PART 1 - GENERAL A. Description This section includes excavation, backfilling, materials, testing, and shoring for structures.. B- Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision datelsl.. Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work 1. Trenching, Backfilling, and Compacting: 02223 2.. Concrete: 03300 C. Testing for Compaction Testing for compaction shall conform to Section 02223.. D. Definition of Zones 1. Pavement and street zones shall be as specified in Section 02223,. 2 Backfill zone is the backfill from the bottom of the structure excavation to the bottom of the street zone in paved areas or to the existing surface in unpaved areas.. E. Permits All woric shall conform to the specifications and requirements of the State of California Department of 'Transportation, the Orange County EWA. the city having jurisdiction, or any other affected agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits PART 2 - MATERIALS Native carih backfill, imported backii!! materia! gran-:lar materia!, imported sand, and crushed rock shall conform to the requiremants of Sez;iDn 02223 PART 3 - EXECUTION A. Compaction Reouirements 1 Backfill in Street Zone: 90`/> relative compaction sa:-vv vov CVWD JAN 95 02200-1 W INITIAL STUDY city of san Juan capistrano california 1. PROJECT: Rancho Viejo Road Recycled Water Supply System Project 2. LEAD AGENCY: City of San Juan Capistrano 3. CONTACT PERSON & PHONE: Mr. Joe Mankawich Associate Engineer The City of San Juan Capistrano —Public Works Department 32400 Paseo Adclanto San Juan Capistrano, CA 92675 Tel: (949) 487-4313 Fax: (949) 493-3955 4. PROJECT LOCATION: The proposed project is located within the City of San Juan Capistrano in southwestern Orange County (Figure 1, Regional Vicinity Map), along 7,600 feet of Rancho Viejo Road, between Via Escolar to the north and Mission Hills Drive to the south (Figure 2, Project Location Map). The project site can be found on the U.S. Geological Service (USGS) 7.5-minute San Juan Capistrano Topographic Quadrangle (T.7 N., R.8 W). Its I Initial Study/Environmental Checklist -4- City of San Juan Capistrano, California 5. APPLICANT: (same as contact) 6. GENERAL PLAN DESIGNATION: The City's General Plan Land Use Element designates the areas adjoining the location of the proposed project for varying densities of residential development (City of San Juan Capistrano, 2002). The General Plan Public Services Element provides that the City will implement the adopted Water Master Plan to meet the needs of existing and anticipated growth in the City and establishes the following relevant goal and policy: Public Services 8 Utilities Goal 6:Provide sufficient levels of water and sewer service. Policy 6.1: Provide sufficient levels of water and sewer service to meet the needs of the community. The proposed project will provide additional water distribution capacity consistent with the recommendations of the City's adopted Non-Domestic Water Master Plan (NDWMP) and therefore, is consistent with the goals and policies of the General Plan. 7. ZONING: The proposed project is subject to the Title 9 Land Use Code of the City of San Juan Capistrano. 8. PROJECT DESCRIPTION: The purpose of the proposed project is to expand the use of recycled water in the City. In order to serve the recycled water demands forecasted in its service area, the City proposes to construct a connection to the Moulton Niguel Water District's (MNWD) recycled water system, a metering facility, and a pipeline from the metering facility to the City's recycled water distribution system. The work associated with the proposed project includes an evaluation of alignment and potential conflicts, a route survey suitable for the pipeline design, determination of easement requirements, final engineering design, and installation of the recycled water line as described below: Construction for the installation of the recycled water pipeline and the domestic water line would require connections to the existing MNWD system, and the design and placement of a metering facility acceptable to MNWD. Installation of the recycled water line will require the underground placement of approximately 7,600 linear feet of 12-inch diameter pipe from Via Escolar, along Rancho Viejo Road to Mission Hills Drive. Of this length, approximately 200 feet of recycled water pipeline will be attached to the north side of the Trabuco Creek Bridge. The proposed project also creates the Initial Study/Environmental Checklist -5- City of San Juan Capistrano, California opportunity to implement an improvement to the City's domestic water distribution system.In addition to the recycled water pipeline, approximately 3,200 linear feet of 16" domestic water line would be installed concurrently with the recycled water pipeline. The domestic water line will be installed on an approximate 10 feet offset from the recycled water line, and will be installed within a separate trench. The domestic water would run for approximately 1600 feet from Via Escolar south to Trabuco Creek Road. The domestic water line would not cross the Trabuco Creek Bridge (Appendix, Proposed Project Construction Diagrams). The work is anticipated to be performed by approximately five to ten workers. Construction is anticipated to require approximately two months. Construction work will be scheduled to take place not more than eight hours per day and not more than 40 hours per week and would be conducted consistent with the City's restrictions on construction hours established by Title 9, Land Use Code (Section 9-3.531) . The equipment required for construction may include one hand operated jack hammer, one small backhoe, small dump trucks, a number of pick-up trucks, and one portable diesel generator. Should working from the concrete bed of Trabuco Creek be needed, one telescoping fork lift for the pipe and one manlift to reach approximately 20 feet from the Trabuco Creek floor for hanging the pipe from the bridge may be used. The lay down areas will be located along Rancho Viejo Road; the right lane will be closed for the concurrent construction on this project. Parking areas will also be along Rancho Viejo Road and if necessary on Trabuco Creek Road. Types of materials used for the project include; 12" and 16" PVC.pipe underground and 12" epoxy lined and coated steel pipe; welding rods and metal brackets and fasteners for construction on the bridge, other appurtenances include an underground concrete, metering vault, valves and minor service laterals. During the installation of the recycled water pipeline under the Trabuco Creek Bridge (should that be necessary) the construction will divert any flows beyond the work area by use of sandbags in two or three rows in height. Sandbags should be woven polypropylene, polyethylene or polyamide fabric. Each filled sandbag should have an approximate length of 18 in., width of 12 in., and thickness of 3 in. and mass approximately 33 Ibs. Work on the pipeline is anticipated to take place during the low-flow season (April 15- October]5) and therefore, water may not be flowing across the concrete apron of the creek bed, but may be limited to the incised central channel. In that case no sandbags will be necessary. Any work to be performed from the Creek will be done so as to avoid the any flowing water. 9. SURROUNDING LAND USE(S) & PROJECT SETTING: The area in which the proposed project will be implemented is characterized by residential development to the north, east, south, and by U.S. Interstate 5 to the west. The description of existing site characteristics is based on a study of maps and aerial photographs and site reconnaissance. The proposed project area is an urbanized city street that runs parallel to Interstate 5 (to the west). Residential housing is located along the eastern side of the entire Initial Study/Environmental Checklist -6- City of San Juan Capistrano, California project area, except for a short approximately 200-foot section where Rancho Viejo Road crosses Trabuco Creek. The proposed project alignment crosses the creek by means of a bridge. The creek at this point is a concrete lined channel with the center of the creek being an incised channel (Figure 3a to 3d, Photographs). An equestrian/pedestrian bridge also crosses the creek parallel to the road at this point. Riprap is located at the sides of the bridge armoring the creek banks for a distance of approximately 35 feet upstream of the bridge. There is no vegetation in the concrete channel. j: I I+ II f a Figure 3a Rancho Viejo Road at Mission Dr. Initial Study/Environmental Checklist -7- City of San Juan Capistrano, California � Ke r , i �3 C e tp'�,iter t�p�t?t r,E•° iF',r•t Fft !{.a� �{(N��I 4F� ���t'n t� �_ � I t i I SllI�III�� � i fi 4 b f lllppp d 13i1 , � ry" t Iii O"M � 'IIt i lippp.!in II ' tt'E, tt Iitil,Hl};its 3,t Etn{1Ei�Ip2, ' "'pig hy ' :I ' �`"�yllllxi, yr ? j Figure 3b Ranch Viejo Road at Via Escolar. �p yj�4f � f mal, fyl s:. Figure 3c Trabuco Creek Concrete Bottom Initial Study/Envirpponmental Checklist -8- City of San Juan Capistrano, California I� j ! d i ml L. ;gi ' E 1 i ad tl u. Figure 3d View South Toward the Equestrian/Pedestrian Bridge and Access Point 10. OTHER REQUIRED AGENCY APPROVALS: Based on the potential that some small pieces of construction equipment may need to be staged in Trabuco Creek, the following agencies will be provided with copies of this mitigated negative declaration for review and approval. • United States Army Corps of Engineers • California Department of Fish and Game • San Diego Regional Water Quality Control Board • United States Fish and Wildlife Service • National Marine Fisheries Service (National Oceanic & Atmospheric Administration) • County of Orange 11. PREVIOUS ENVIRONMENTAL DOCUMENTATION: None 12. CONSULTATION: • United States Army Corps of Engineers • California Department of Fish and Game Initial Study/Environmental Checklist -9- City of San Juan Capistrano, California • San Diego Regional Water Quality Control Board • United States Fish and Wildlife Service • National Marine Fisheries Service • County of Orange • City of San Juan Capistrano (William Ramsey, AICP, Principal Planner) • City of San Juan Capistrano, General Plan. • City of San Juan Capistrano, Title 9, Land Use Code. • City of San Juan Capistrano, Environmental Review Guidelines. • U.S.G.S. Topographic Quadrangle, San Juan Capistrano. 13. SUMMARY OF ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED:Based on the analysis provided in section 14, environmental issues that would have a Potentially Significant Impact Unless Mitigated, include: ❑ Aesthetics ❑ Agricultural ® Air Quality ❑ Biological Resources ® Cultural Resources ❑ Geological ❑ Hazards ❑ Water ❑ Land Use& Planning ❑ Mineral Resources ❑ Noise ❑ Population& Housing ❑ Public Services ❑ Recreation ❑ Transportation ❑ Utilities Systems 14. F,NVIRONMENTAL CHECKLIST This section analyzes the potential environmental impacts which may result from the proposed project. For the evaluation of potential impacts, the questions in the Initial Study Checklist (Section 2) are stated and answers are provided according to the analysis undertaken as part of the Initial Study. The analysis considers the project's short-term impacts(construction-related), and its operational or day-to-day impacts. For each question, there are four possible responses. They include: 1. No Impact. Future development arising from the project's implementation will not have any measurable environmental impact on the environment and no additional analysis is required. 2. Less Than Significant Impact. The development associated with project implementation will have the potential to impact the environment;these impacts,however,will be less than the levels or thresholds that are considered significant and no additional analysis is required. 3. Potential!�Significant Unless Mitigated. The development will have the potential to generate impacts which may be considered as a significant effect on the environment,although mitigation measures or changes to the project's physical or operational characteristics can reduce these impacts to levels that are less than significant. Initial Study/Environmental Checklist -10- City of San Juan Capistrano, California 4. Potentially Siznifcant Impact. Future implementation will have impacts that are considered significant,and additional analysis is required to identify mitigation measures that could reduce these impacts to less than significant levels. l O O C C i 2 eo a''vii %n z 14.1 AESTHETICS. Would the project: a. Have a substantial adverse effect on a scenic vista? ❑ ❑ ❑ b. Substantially damage scenic resources, including, but not limited to trees, rock outcroppings, and historic building along a State-designated scenic ❑ ❑ ❑ highway? c. Substantially degrade the existing visual characteror quality of the site and El ❑ Elits surroundings? IR d. Create a new source of substantial light or glare which would adversely affect El El Elday or nighttime views in the area? a) The proposed project is limited to construction along Rancho Viejo Road, which is a main thoroughfare through the City of San Juan Capistrano in an urbanized section of the City. The proposed project would have no impact on any scenic vista. b) The proposed project site is not located in a state scenic highway. The proposed project would not damage trees and rock out-croppings within the proposed project site. There are no historic buildings within the proposed project site. The proposed project will have no impact on scenic resources, trees, outcroppings and historic buildings. c) The proposed project would have no impact on the existing visual character or quality of the site and it surroundings, because the project is a two buried pipelines. d) The proposed project site would not create a new source of light or glare to the project site. The proposed project will have no impact to the day or nighttime light in the area, because the project consists of two buried pipelines. Initial Study/Environmental Checklist -11- City of San Juan Capistrano, California T C T C C �1u u tL A1C N C n'mEz° 14.2 AGRICULTURAL RESOURCES. Would the project: a. Convert Prime Farmland, Unique Farmland, Farmland of Statewide Importance as depicted on maps prepared pursuant to the Farmland Mapping ❑ ❑ ❑ M and Monitoring Program of the CA. Resources Agency? b. Conflict with existing zoning for agricultural use, or a Williamson Act El El ElContract? c. Involve other changes in the existing environment which, due to their location or nature,could result in conversion of Farmland,to non-agricultural ❑ ❑ ❑ M use? a) —c) The proposed project is limited to existing City street right-of-way within an urbanized, residential section of the City. The project involves neither construction nor staging on designated "farmland." The nearest farmland is located to the west of the proposed project site on the other side of Interstate 5 (City's General Plan Figure COS-4 Vegetation Communities). The proposed project would not impact any farmland or grassland. E a'rnE a°vmi� � y2 Z' 14.3 AIR QUALITY. Would the project: a. Conflict with or obstruct implementation ofthe applicable air quality plan? ❑ ❑ ❑ M b. Violate an air quality standard or contribute to an existing or projected air E] El ® El violation? c. Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under the applicable federal or ❑ ® El El ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? d. Expose sensitive receptors to substantial pollutant concentrations? ❑ ❑ ❑ M e. Create objectionable odors affecting a substantial number of people? ❑ ❑ ❑ M a) The proposed project would not conflict with or obstruct implementation of the Air Quality Management Plan (AQMP) for the South Coast Air Basin (SCAB). Since the AQMP is based on growth projections reflected in the City's adopted General Plan Land Use Element, and the proposed project provides recycled water service for projected growth in the City, the proposed project would be consistent with the AQMP. Also, the proposed project would not generate growth and therefore does not conflict with the local AQMP. Initial Study/Environmental Checklist -12- City of San Juan Capistrano, California b) The equipment that is anticipated to be used during the construction may include a hand operated jack hammer, a backhoe, dump trucks, pick-up trucks, a portable diesel generator, a telescoping fork lift, and a manlift to reach approximately 20 foot from the concrete creek floor, and potentially a crane. The proposed project would result in short-term emissions during construction only (e.g. dust, construction equipment exhaust), no long-tern increases in emissions would result from the proposed project. Construction emissions of"criteria pollutants" would be substantially less than the emission thresholds established by AQMD based on an analysis of the construction phase using AQMD's "urban emissions" (URBEMIS) air emissions model: Pollutant Total Project SCAQMD Threshold Exceeded? Emissions Thresholds(lbs/day) Yes/No Carbon Monoxide(CO) 72.3 550 No Reactive Organic Gases 8.6 75 No (ROG) Nitrogen Oxides(NO,) 55.8 100 No Fine Particulate Matter 4.5 150 No (PMio) c) The proposed project will result in a temporary increase of criteria pollutants for which the project region is in non-attainment under the SCAQMD's Clean Air Plan. However, because of the temporary nature of the proposed project construction and the limited amount of construction equipment required for the proposed project, emissions will be less than significant. However, because the SCAQMD is a non-attainment area under the Federal Clean Air Act, any reduction in construction emissions would improve the overall air quality of the region. Consequently, air quality impacts from construction emissions will be less than significant with mitigation. d) No schools, assisted living facilities, nursing homes, senior housing or similar sensitive receptors are situated within close proximity of the project. Consequently, the proposed project would not expose sensitive receptors to substantial pollutant concentrations, because of the temporary and limited nature of the proposed project construction. e) No aspect of the construction or operation of the water pipeline would emit odors. Consequently, the proposed project would not create objectionable odor impacts. Mitigation Measures AQ-1 Vehicular Emissions Control To minimize emissions of criteria pollutants (including carbon monoxide, nitrous oxide, and reactive organic hydrocarbons), all construction equipment and vehicles shall be maintained in good condition and tuned per manufacturers' specifications and per SCAQMD rules. To the Initial Study/Environmental Checklist -13- City of San Juan Capistrano, California satisfaction of the City's project manager, the contractor shall verify that all equipment has been maintained in good working order according to the manufacturer's specifications. To minimize emissions of criteria pollutants (including carbon monoxide, nitrous oxide, and reactive organic hydrocarbons), construction equipment shall be fueled at a specific designated area. If practical, electricity required for construction activities shall be obtained from nearby existing power lines. If temporary power is not readily available, the project will use propane- or butane- powered generators. Diesel- or gasoline-powered generators shall only be used as a last resort. AQ-2 Fugitive Dust Control To control fugitive emissions, the construction supervisor shall have the authority and responsibility to implement the following: • Enclose, cover, or water twice daily any exposed soil stockpiles. • Suspend all excavation and soil stock piling operations when instantaneous wind speeds reach 25 mph; and cover all exposed soils. • Cover all trucks hauling sand, dirt, silt or other loose materials. • Sweep adjacent paved roadways at the end of the day if visible soil material is carried over to adjacent paved roads. 14.4 BIOLOGICAL RESOURCES. Would the project: a. Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive,or special ❑ 11 Elstatus species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or the USFWS? b. Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans,policies,regulations E] El ® El by the California Department of Fish and Game(DFG) or U.S. Fish and Wildlife Service? c. Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act(including,but not limited to,marsh, El El Elvernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? d. Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory ❑ ❑ ® ❑ wildlife corridors, or impede the use of native wildlife nursery sites? Initial Study/Environmental Checklist -14- City of San Juan Capistrano, California J c m 6 E o Z e. Conflict with any local policies or ordinances protecting biological resources, ❑ ❑ ❑ such as tree preservation policy/ordinance? f. Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan,or other approved local,regional,or ❑ ❑ ❑ state habitat conservation plan? a) The proposed project would not have a substantial adverse impact, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or the U.S. Fish and Wildlife Service or the National Marine Fisheries Service. The proposed project would be constructed within the existing City street right-of-way in an urbanized, residential section of the City. b) The proposed project would not have an adverse impact on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, and regulations or by the California Department of Fish and Game or US Fish and Wildlife Service. The proposed project would be constructed in an existing City street easement within an urbanized, residential section of the City, because there is no riparian habitat or other sensitive natural community identified within the proposed project area. The 200 foot section of the project over Trabuco Creek is located at least 35 feet from any natural habitat. Should the installation of water pipe on the Trabuco Creek bridge require the placement of equipment in the concrete-lined channel, equipment would be limited to a man-lift placed in the concrete lined portion of the existing channel. Work attaching pipe to the underside of the bridge would be completed in not more than ten (10) working days and be temporary in nature. Noise impacts to the riparian habitat are anticipated to be short-term and limited to the use of the man-lift and hand-operated, power tools. The use of impact wrenches or similar equipment which would potentially result in noise impacts to the habitat area are not required. Impact would be less than significant. c) There is no federally protected wetland designated within the proposed project area. The proposed project would not adversely impact federally protected wetlands either individually or in combination with the known or probable impacts of other activities through direct removal, filling, hydrological interruption, or other means. The proposed pipeline will cross Trabuco Creek at the Trabuco Creek Bridge. The pipeline will be hung under the bridge. At this point Trabuco Creek has a concrete bottom and sides. As such it does not qualify as a wetland according to the U.S. Army Corps of Engineers 1987 Wetland Delineation Manual (WTI 1995). To qualify as a wetland, an area is required to demonstrate three characteristics, hydrology (flowing water), hydric soils, and wetland obligate vegetation. The portion of the creek in which equipment may need to be placed is concrete lined and does not have natural soils or vegetation, and so does not qualify as a wetland. Initial Study/Environmental Checklist -15- City of San Juan Capistrano, California d) The proposed project would not interfere substantially with the movement of any resident or migratory fish or wildlife species or with established resident or migratory wildlife corridors, or impede the use of wildlife nursery sites because it is not located within the wildlife nursery sites or migratory wildlife corridors. e) The proposed project would not conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance because the proposed project would not impact any biological resources. The proposed project would be constructed along an existing city street within the street right of way. There are no biological resources or large mature trees that would be impacted within the proposed project's planned construction area. f) The proposed project would not conflict with the provisions of an adopted Habitat Conservation Plan, Natural Conservation Community Plan, or other approved local, regional, or state habitat conservation plan because the proposed project would not impact any biological resources. The proposed project would be constructed along an existing city street within the street right of way. The proposed project is not located in nor would it pass through any open or natural areas that could under the protection of any local NCCP or HCP, such as the South Orange County NCCP. Nor is the City of San Juan a member of the Southern Orange County NCCP. Ea'ya''m� .�yE Z 14.5 CULTURAL RESOURCES. Would the project: a. Cause a substantial adverse change in the significance of historical resource as defined in§ 15064.5 of CEQA? b. Cause a substantial adverse change in the significance of an archaeological resource pursuant to§ 15064.5 of CEQA? c. Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? El El El Z d. Disturb any human remains, including those interred outside of formal cemeteries? El El El E a) There are no designated historic resources within the proposed project limits. And so, the project would not have an impact on any historical resources listed or eligible for listing on the National Register of Historic Places, the California Register of Historic Resources, or a local register of historic resources. b) According to the General Plan Cultural Resources Element, Figure CR-1 entitled "Locations of Prehistoric and Historic Archeological Resources," the project area is situated outside the primary area of historic resources. However, the City has not been comprehensively assessed and so, unknown and un-discovered sites may exist beyond the resource area limits established by the Initial Study/Environmental Checklist -16- City of San Juan Capistrano, California Cultural Resources Element. Because the project involves excavation within an area adjoining Trabuco Creek, and because the areas adjoining creeks have served as pre-historic encampments for Native Americans, excavation could potentially disturb sub-surface cultural resources and mitigation is necessary: CR-1: The construction plans and specifications will provide that the contractor shall retain the services of a RPA (Register of Professional Archeologists)-certified archeologist who will monitor all grading and excavation for potential impacts on cultural resources including archeological, paleontological, and historic resources. Also, the contractor will provide an executed contract for services with a RPA-certified archeologist including a scope-of-work which provides for comprehensive monitoring; a contingency for assessment, recovery, and/or evaluation; and the preparation of a technical memoranda or report following the completion of monitoring. CR-2: If during construction, historic and/or cultural resources are encountered, the monitoring RPA archeologist may cease any grading and/or building construction activities, subject to approval by the City's Environmental Administrator(EA), to allow for preliminary assessment, evaluation of any cultural resources, and/or recovery. The archeological monitor or Environmental Administrator (EA) may allow grading activity to proceed at other locations on the project site which would not interfere with the assessment of uncovered cultural resources. CR-3: The construction plans and specifications will provide for the archeological monitor to prepare and submit a technical memorandum or cultural resources report which details archeological monitoring efforts, findings, analysis, and conclusions consistent with City Council Policy 4601 and subject to review and approval of the City's Historic Preservation Manager. c) There are no known paleontological resource identified within the proposed project limits as shown by the City's General Plan Figure CR-2, and therefore, the proposed project would not impact any unique paleontological resource or site. d) There are no cemeteries within or adjoining the proposed project limits. The proposed project would not impact any human remains, including those interred outside of formal cemeteries. Initial Study/Environmental Checklist -17- City of San Juan Capistrano, California C O LV � 1C LIG V a°'v, E a'inL 14.6 GEOLOGY AND SOILS. Would the project: a. Expose people or structures to potential substantial adverse effects,including the risk of loss, injury,or death involving(i.)rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist, or based on other substantial ❑ ❑ ❑ evidence of a known fault (Refer to DM&G Pub.42)?;or,(ii)strong seismic ground shaking?; or, (iii) seismic-related ground failure, including liquefaction?; or, (iv) landslides? b. Result in substantial soil erosion or the loss of topsoil? ❑ ❑ ❑ c. Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on-site or off-site ❑ ❑ ❑ landslide, lateral spreading, subsidence, liquefaction or collapse? d. Be located on expansive soil,as defined in Table 18- 1-B of the 1994 UBC, El ❑ Elcreating substantial risks to life or property? e. Have soils incapable of adequately supporting the use of septic tanks or El El 11alternative waste water disposal systems where sewers are not available for the disposal of waste water? a) The proposed project site limits are not located within an area designated on the Alquist-Priolo Earthquake Fault Zoning Map. However, the State Seismic Zone Maps indicate that portion of the project limits are situated within an area subject to liquefaction. Further, the City's General Plan shows the area between the Trabuco Creek and Via Escolar as a potentially high liquefaction hazard area. (Source: City of San Juan Capistrano, General Plan, Safety Element, Figure S-2, Seismic Hazards). However, due to the nature of the proposed project, it would not have adverse effects of loss, injury or death due to strong seismic ground shaking, seismic-related ground failure, including liquefaction, inundation by seiche, tsunami, or mudflow, landslides, or flooding (including flooding as a result of the failure of a levee or dam). b) The proposed project will require trenching for the pipe installation in Rancho Viejo Road, an existing paved City street, and therefore the proposed project will not result in substantial soil erosion or the loss of topsoil. c) The proposed project limits are not located on unstable strata or soil, nor would soils become unstable as a result of the proposed project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse (City General Plan figure S-1 Geology Hazards). d) The proposed project is not located on an expansive soil creating substantial risks to life or property. The northern reach of the proposed project site is located on major alluvial valleys and the southern reach, including Trabuco Creek is located on the Capistrano and Monterey Initial Study/Environmental Checklist -18- City of San Juan Capistrano, California Formations (Source: City of San Juan Capistrano, General Plan, Safety Element, Figure S-1 Geological Hazards). e) The proposed project would be constructed in an existing City street alignment within an urbanized, residential section of the City Yee C. E.; � E 14.7 HAZARDS AND HAZARDOUS MATERIALS. Would the project: a. Create a significant hazard to the public or the environment through the ❑ ❑ ❑ routine transport,use, or disposal of hazardous materials? T.7 Create a significant hazard to the public or the environment through reasonably foreseeable conditions involving the release of hazardous ❑ ❑ ❑ materials into the environment? C. Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or ❑ ❑ ❑ proposed school? d. Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, ❑ ❑ ❑ would it create a significant hazard to the public or the environment? e. For a project located within an airport land use plan or,where such a plan has not been adopted,within two miles of public airport or public useairport, 1:1 El Elwould the project result in safety hazard for people residing or working in the project area? f. For a project within the vicinity of a private airstrip,would the project result 1:3 El 1:1in a safety hazard for people residing or working in the project area? g. Impair implementation of or physically interfere with an adopted emergency El E] Elresponse plan or emergency evacuation plan? T.— Expose people or structures to a significant risk of loss, injury or death involving wildland fires,including where wildlands are adjacent to urbanized ❑ ❑ ❑ areas or where residences are intermixed with wildlands? a) The proposed project would not create any hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials. The proposed project is the installation of a recycled water pipeline within an existing City street with the use of minimal equipment coated steel pipe and PVC pipe. b) The proposed project would not create any hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the likely release of hazardous materials into the environment. The proposed project is the installation of a recycled water pipeline within an existing City street with the use of minimal equipment. Initial Study/Environmental Checklist -19- City of San Juan Capistrano, California c) The proposed project is not anticipated to emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school. The proposed project is the installation of a recycled water pipeline within an existing City street with the use of minimal equipment. d) The proposed project is not located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment. The proposed project is the installation of a recycled water pipeline within an existing City street with the use of minimal equipment. e) The proposed project is not located within two miles of a public airport or public use airport, and therefore the proposed project is not anticipated to result in a safety hazard for people residing or working in the project area. f) The proposed project is not located within the vicinity of a private airstrip, and therefore proposed project is not anticipated in a safety hazard for people residing or working in the project area. g) The proposed project would not impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan because the project is the installation of a recycled water pipeline in an existing city street. The construction work would temporarily affect one lane of the two existing, northbound lanes of Rancho Viejo Road. The contractor will be required to provide appropriate traffic control during the two-month construction period to assure unimpeded traffic flow along the affected section of Rancho Viejo Road. h)The proposed project is not anticipated to expose people or structures to the risk of loss, injury or death involving wildland fires. The proposed project is the installation of a recycled water pipeline within an existing City street alignment with the use of minimal equipment. -a =� z eoE 14.8 HYDROLOGY AND WATER QUALITY. Would the project: a. Violate any water quality standards or waste discharge requirements? ❑ ❑ b. Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g.,the production rate of ❑ ❑ ❑ pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? Initial Study/Environmental Checklist -20- City of San Juan Capistrano, California _e` E Z' c. Substantially alter the existing drainage pattern of the site or area including through the alteration of the course of a stream or river, in a manner which ❑ ❑ ❑ would result in substantial erosion or siltation on-or off- site? d. Substantially alter the existing drainage pattern of the site or area,including through the alteration of the course of a stream or river, or substantially ❑ ❑ ❑ increase the rate or amount of surface runoff in a manner which would result in flooding on or off site? e. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial ❑ ❑ ❑ additional sources of polluted runoff? f. Otherwise substantially degrade water quality? ❑ ❑ ❑ g. Place housing within a 100-year flood hazard area as mapped on a Federal Flood Hazard Boundary or Flood Insurance Rate map or other flood hazard ❑ ❑ ❑ delineation map? h. Place within a 100-year flood hazard area structures which would impede or El El Elredirect flood flows? i. Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or ❑ ❑ ❑ dam? j. Inundation by seiche, tsunami, or mudflow? ❑ ❑ ❑ k. Result in an increase in pollutant discharges to receiving waters considering water quality parameters such as temperature,dissolved oxygen,turbidity and other typical stormwater pollutants(e.g.heavy metals,pathogens,petroleum ❑ ❑ ® ❑ derivatives, synthetic organics, sediment, nutrients, oxygen-demanding substances,and trash)? 1. Result in significant alternation of receiving water quality during or following El El E]construction? m. Could the proposed project result in increased erosion downstream? ❑ ❑ ❑ n. Result in increased impervious surfaces and associated increased runoff? ❑ ❑ ❑ o. Create a significant adverse environmental impact to drainage patterns due to changes in runoff flow rates or volumes? ❑ ❑ ❑ p. Tributary to an already impaired water body, as listed on the Clean Water Act Section 303(d)list? If so,can it result in an increase in any pollutant for E] ❑ Elwhich the water body is already impaired? q. Tributary to other environmentally sensitive areas? If so,can it exacerbate ❑ El ❑ already existing sensitive conditions? Initial Study/Environmental Checklist -21- City of San Juan Capistrano, California zee '_� 4 a=X Z r. Have a potentially significant environmental impact on surface water quality El El Elto either marine, fresh,or wetland waters? s. Have a potentially significant adverse impact on groundwater quality? ❑ ❑ ❑ M I. Cause or contribute to an exceedance of applicable surface or groundwater ❑ ❑ ❑ M receiving water quality objectives or degradation of beneficial uses? u. Impact aquatic,wetland, or riparian habitat? ❑ ❑ ❑ M v. Potentially impact storm water runoff from construction or post construction? ❑ ❑ ❑ M w. Result in a potential for discharge of stormwater pollutants from areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance (including washing), waste handling, hazardous materials ❑ ❑ M ❑ handling or storage, delivery areas, loading docks or other outdoor work areas? x. Result in the potential for discharge of stormwater to affect the beneficial El El ❑ uses of the receiving waters? y. Create the potential for significant changes in the flow velocity or volume of El El Elstormwater runoff to cause environmental harm? z. Create significant increases in erosion of the project site or surrounding El El Elareas? a) The proposed project would not violate Regional Water Quality Control Board water quality standards or waste discharge requirements because the proposed project will not generate waste water, proper BMPs have been incorporated into the proposed project description should work in Trabuco Creek be required. b) The proposed project would not substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level because the proposed project is the installation of a recycled water pipeline within an existing City street with the use of minimal equipment and does not directly or indirectly access or utilize ground water. c) The proposed project would not substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner, which would result in substantial erosion or siltation on- or off-site because the project involves placing a pipe within an existing City street. The work required to place the recycled water pipe line under Trabuco Creek Bridge would require minimal equipment and would not change the drainage pattern. Additionally the project would be implemented during the season of lowest flows and therefore no diversion of water around the equipment would be necessary. Initial Study/Environmental Checklist -22- City of San Juan Capistrano, California d) The proposed project is not expected to substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on or off site because the proposed project is the installation of a recycled water pipeline within an existing City street with the use of minimal equipment and does not directly or indirectly alter the existing drainage pattern of the site or substantially increase the rate or amount of surface runoff. e) The proposed project is not expected to create or contribute runoff water, which would exceed the capacity of existing or planned stormwater drainage systems to control because the project involves placing a pipe within an existing City street where existing or planned stormwater drainage systems would not be utilized. 0 The proposed project is not expected to substantially degrade water quality, because the proposed project will not generate wastewater and proper BMPs have been incorporated into the proposed project description should work in Trabuco Creek be required. g) The proposed project would not place housing within a 100-year floodplain, as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map because the project involves placing a recycled water pipeline within an existing City street. h) Some equipment required for the proposed project may be temporarily placed within a 100- year floodplain, where the alignment crosses the Trabuco Creek. (City of San Juan Capistrano General Plan Figure S-3). However, the work would be performed during the dry season and no high flows are anticipated, and proper BMPs have been incorporated into the proposed project description should work in Trabuco Creek be required. i) The proposed project is not located near a levee or dam, therefore the proposed project would not expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result or the failure of a levee or dam. j) The proposed project is not expected to cause any inundation by seiche, tsunami, or mudflow because activities would not create vibrations,disturbances,or other conditions of causality to bring about seiche, tsunami, or mudflow. k-1) The proposed project would be implemented during the season of lowest flows and would not discharge wastewater to the receiving waters. The proposed project is not expected to result in a substantial increase in pollutant discharges to receiving waters considering water quality parameters such as temperature, dissolved oxygen,turbidity and other typical stormwater pollutants (e.g. heavy metals, pathogens, petroleum derivatives, synthetic organics, sediment, nutrients, oxygen-demanding substances, and trash. However, the project could result in small amounts of construction debris resulting from drilling hangers into the underside of Trabuco Bridge that could be washed into Trabuco Creek. Project plans and specifications would require containment and clean-up plans for this debris.Therefore,the proposed project is not expected to result in significant alteration of receiving water quality during or following construction. Initial Study/Environmental Checklist -23- City of San Juan Capistrano, California m) The proposed project would not result in increased erosion downstream. The construction of recycled water pipeline would be performed during the dry season and no wastewater is projected to be a part of the proposed project. Proper BMPs as described in the project description would be implemented to prevent the increased erosion downstream. n) The proposed project would be an underground placement of a recycled water pipeline along an existing City street alignment, therefore; the proposed project is not expected to result in increased impervious surfaces and associated increased runoff. o) The proposed project would be performed during the dry season and therefore, no increase in flows are anticipated. Therefore the proposed project would not create a significant adverse environmental impact to drainage patterns due to changes in runoff flow rates or volumes. p) The proposed project is a tributary to Pacific Ocean Shoreline, Lower San Juan, (California Water Watershed No. 90120000). This reach is listed in 2002 CWA Section 303(d) List of Water Quality Limited Segment for bacteria indicators. However the proposed project is not expected to result in an increase in bacteria or other pollutants for which the water body is already impaired because the proposed project would not wastewater discharges, and proper BMPs have been incorporated into the proposed project description should work in Trabuco Creek be required. q) The proposed project is not a tributary to other environmentally sensitive areas, and it is not expected to exacerbate already existing sensitive conditions. The portion of Trabuco Creek crossed by the project alignment is concrete lined, and no sensitive habitat would be affected. r) The proposed project is not expected to have a potentially significant environmental impact on surface water quality to either marine, fresh, or wetland waters. The proposed project will not generate waste water which would be discharged to surface waters and impede their quality, and proper BMPs have been incorporated into the proposed project description should work in Trabuco Creek be required. s) The proposed project is not expected to have a potentially significant adverse impact on groundwater quality. The proposed project is not expected to generate wastewater discharges. t) The proposed project is not expected to cause or contribute to an exceedance of applicable surface or groundwater receiving water quality objectives or degradation of beneficial uses because the proposed project is not expected to generate wastewater discharges to impede the groundwater quality or generate waste water which would be discharged to surface waters. u) The proposed project would not impact aquatic, wetland or riparian habitat. The proposed project will not generate waste water which would be discharged to surface waters to impact aquatic, wetland or riparian habitat. In addition the proposed project's alignment would cross Trabuco Creek along the Trabuco creek bridge. At this point the creek is lined with concrete with Initial Study/Environmental Checklist -24- City of San Juan Capistrano, California concrete sides. There is no wetland, or riparian habitat within the proposed work area, and proper BMPs have been incorporated into the proposed project description should work in Trabuco Creek be required. v) The project would be performed during the season of lowest flows; therefore, the proposed project would not potentially impact stormwater runoff from construction or post construction. w) The proposed project is not located near a material storage facility, vehicle or equipment fueling area or facility, vehicle or equipment maintenance (including washing)facility, waste handling facility, hazardous materials handling or storage facility, delivery areas, loading docks or other outdoor work areas. Therefore, the proposed project is not expected to result in a potential for discharge of stormwater pollutants from the above areas. x) The proposed project is not anticipated to result in stormwater discharges because it would be performed during the lowest flows season. Therefore, the proposed project would not result in the potential for discharge of stormwater that could affect the beneficial uses of the receiving waters. y) The proposed project would be performed during the lowest flows of the year and therefore the proposed project would not create the potential for significant changes in the flow velocity or volume of stormwater runoff to cause environmental harm. z) The proposed project would be performed during the lowest flows of the year and wastewater discharge is not a part of the project. Proper BMPs to prevent erosion would be implemented at the site. The proposed project would not create significant increases in erosion of the project site or surrounding areas. TC T- qC q % ri �mE �o'e g 00E 14.9 LAND USE AND PLANNING. Would the project: a. Physically divide an established community? ❑ ❑ b. Conflict with any applicable land use plan,policy,or regulation of an agency with jurisdiction over the project(including,but not limited to the General Plan,specific plan, local coastal program,or zoning ordinance)adopted for the purpose of avoiding or mitigating an environmental effect? c. Conflict with any applicable habitat conservation plan or natural community ❑ 11 conservation plan? a) The proposed project would be constructed in the Via Escolar and Rancho Viejo street alignment. The proposed project would not physically divide an established community Initial Study/Environmental Checklist -25- City of San Juan Capistrano, California b) The proposed project would not conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect. The adjacent area around the Trabuco Creek is general open space, (City of San Juan Capistrano General Plan Figure COS-1 Open Space Resources). c) The proposed project is not expected to conflict with any applicable Habitat Conservation Plan or Natural Communities' Conservation Plan. The proposed project is the installation of a recycled water pipeline along an existing urban street. And no HCP or NCCP is in force within the Project alignment. J E eoE Mme gmE o 14.10 MINERAL RESOURCES. Would the project: a. Result in the loss of availability of a known mineral resource that would be of El El Elvalue to the region and the residents of the state? b. Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land ❑ ❑ ❑ use plan? a)There is no known mineral resource classified MRZ-2 by the State Geologist within or adjacent to the proposed project area therefore the proposed project would not result in the loss of availability of a known mineral resource classified MRZ.-2. b) There is no known locally important mineral resource within or adjacent to the project site therefore the proposed project would not result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan. Tom' TMJ C ��e g!E omE ' C °o0E 14.11 NOISE, Would the project: a. Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable ❑ ❑ ❑ standards of other agencies? Initial Study/Environmental Checklist -26- City of San Juan Capistrano, California J i E i y ti 6 Z' b. Exposure of persons to or generation of excessive groundborne vibration or ❑ ❑ ❑ groundborne noise levels? c. A substantial permanent increase in ambient noise levels in the project ❑ El ❑ vicinity above levels existing without the project? T A substantial temporary or periodic increase in ambient noise levels in the ❑ ❑ ® ❑ project vicinity above levels existing without the project? e. For a project located within an airport land use plan or,where such a plan has not been adopted,within two miles of a public airport or public use airport, EJ EJ 0 would the project expose people residing or working in the project area to excessive noise levels? f. — For a project within the vicinity of a private airstrip,would the project expose people residing or working in the project area to excessive noise levels? a) The proposed project is not expected to expose persons to or generate noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies. The working schedule will be 8:00 AM-6:00 PM weekdays consistent with the City's noise ordinance provisions. The equipment for the construction may include a hand operated jackhammer, a small backhoe, a small dump truck, pick-up truck, an portable diesel generator, a telescoping fork lift, and a manlift to reach approximately 20 foot from the concrete creek floor. The project may require the use of a crane. The noise level generated from the construction and equipment would not exceed established noise level standards because of the minimal amount of equipment to be utilized and that it is anticipated that at any one time only one or two pieces of equipment would be in operation. b) The proposed project would not expose persons to or generation of excessive groundbome vibration or groundborne noise levels because of the minimal equipment to be used and that the equipment will be small because of the small scope of construction c) The proposed project would not substantially permanently increase ambient noise levels in the project vicinity above levels in the project vicinity above levels existing without the project. The project construction is temporary in nature and water being carried by pipelines creates no significant noise. Construction will move along the alignment limiting noise exposure at any one location. d) The proposed project would cause a temporary or periodic increase in ambient noise levels in the project vicinity. However the temporary increase in ambient noise would not violate local noise standards. The project construction is temporary in nature and construction will move along the alignment limiting noise exposure at any one location. Initial Study/Environmental Checklist -27- City of San Juan Capistrano, California e) The proposed project is not located within an airport land use plan. The closest airport to the project site is John Wayne Airport (Costa Mesa) which is located 21 miles northwest of the project site. f) The proposed project is not located within the vicinity of a private airstrip. C T 'wC V A GwE o 14.12 POPULATION& HOUSING. Would the project: a. Induce substantial population growth in an area,either directly(for example, by proposing new homes and businesses or indirectly(for example,through ❑ ❑ ❑ extension of roads or other infrastructure)? b. Displace substantial numbers of existing housing, necessitating the ❑ ❑ ❑ construction of replacement housing elsewhere? c. Displace substantial numbers of people, necessitating the construction of El 11 1-1replacement housing elsewhere? a) The proposed project would not induce substantial population growth in an area, either directly or indirectly, because the proposed project is the installation of a recycled water pipeline consistent with the City's adopted Water Master Plans. b) The proposed project would not displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere, because the proposed project limits are within the alignment of an existing City street right-of-way. c) The proposed project would not displace substantial numbers of people, necessitating the construction of replacement housing elsewhere, because the proposed project limits are within the alignment of an existing City street right-of-way. T C V �oE Y me � eoE 14.13 PUBLIC SERVICES. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities,the construction ofwhich could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Fire Protection? ❑ ❑ ❑ Initial Study/Environmental Checklist -28- City of San Juan Capistrano, California =21 w w J C V � e q 6 45 G t o � � � a E a mE = me 0 ^eE _ z' Police Protection? ❑ ❑ ❑ Schools? ❑ ❑ ❑ Parks? ❑ ❑ ❑ Other public facilities? ❑ ❑ ❑ a-e) The proposed project would not result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, including fire or police departments, schools, parks or other public facilities (City of San Juan Capistrano General Plan PSU-1 Schools, Library and Fire Station), because the proposed project is the installation of a recycled water pipeline within the alignment of an existing City street. 14.14 RECREATION. Would the project: a. Would the project increase the use of existing neighborhood and regional El El Elparks or other recreational facilities, such that substantial physical ED deterioration of the facility would occur or be accelerated? b. Does the project include recreational facilities or require the construction or expansion of recreational facilities, which might have an adverse physical ❑ ❑ ❑ effect on the environment? a) The proposed project would not increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated, because the proposed project is limited to the installation of a recycled water pipeline within the alignment of an existing City street and will not traverse any public parks or parkland. b) The proposed project does not include recreational facilities or require the construction or expansion of recreational facilities that might have an adverse physical effect on the environment (City of San Juan Capistrano General Plan Figure COS-3 Parks, Trails and Recreational Facilities and Figure PR-1 Parks and Recreational Facilities), because the proposed project is the installation of a recycled water pipeline within the alignment of an existing City street. Initial Study/Environmental Checklist -29- City of San Juan Capistrano, California mm- L mE E o a'w E %n , ,w � Z 14.14 TRANSPORTATION/TRAFFIC. Would the project: a. Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial ❑ ❑ ® ❑ increase in either the numberof vehicle trips,the volumeto capacity ratio on roads, or congestion at intersections)? b. Exceed, either individually or cumulatively, a level of service standard established by the county congestion/management agency for designated ❑ ❑ ❑ roads or highways? c. Result in a change in air traffic patterns,including either an increase in traffic ❑ ❑ ❑ levels or a change in location that results in substantial safety risks? d. Substantially increase hazards due to a design feature(e.g,,sharp curves or ❑ ❑ ❑ dangerous intersections)or incompatible uses(e.g., farm equipment)? e. Result in inadequate emergency access? ❑ ❑ ® ❑ f. Result in inadequate parking capacity? ❑ ❑ ❑ g. Conflict with adopted policies, plans, or programs supporting alternative ❑ ❑ transportation (e.g., bus turnouts, bicycle racks)? a) The proposed project would not cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system,because the proposed project is the installation of a recycled water pipeline within the alignment of an existing City street. However, the proposed project has the potential to temporarily impact normal traffic flow along Rancho Viejo Road within the project area because during the construction phase one north bound lane of Rancho Viejo Road would be closed. To minimize the affects of the closure, the contractor shall prepare and submit to the City's traffic engineer for approval a traffic control plan that shall include the use of a flag man during heavy traffic times to minimize delays and increase the safety for residents and other commuters turning into and out of neighbor streets along the construction route. The impacts to traffic would be less than significant with the implementation of a traffic control plan that includes the use of a flagman. b) The proposed project would not exceed, either individually or cumulatively, a level of service standard established by the County Congestion Management Plan for designated roads or highways, because the proposed project is the installation of a recycled water pipeline within the alignment of an existing City street. Temporary closure of one northbound lane of Rancho Viejo Road would cause some temporary increase in local traffic only. c) The proposed project is not expected to change in air traffic patterns, including either an increase in traffic levels or a change in location that result in substantial safety risks, because the Initial Study/Environmental Checklist -30- City of San Juan Capistrano, California proposed project is the installation of a recycled water pipeline within the alignment of an existing City street. d) The proposed project would not increase hazards to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses, because the proposed project is the installation of a recycled water pipeline within the alignment of an existing City street. e) The proposed project has the potential temporarily impact emergency access to local neighborhoods because during the construction phase one north bound lane of Rancho Viejo Road would be closed. To avoid temporary impacts to emergency access along Rancho Viejo Road, the contractor shall prepare and submit to the City's traffic engineer for approval a traffic control plan that shall include the use of a flag man to ensure that emergency vehicles are not impeded in accessing neighborhoods along the construction zone f-g) The proposed project would not result in inadequate parking capacity and it would not conflict with adopted policies supporting alternative transportation, because the proposed project is the installation of a recycled water pipeline within the alignment of an existing City street. T C C q T T W a a ' c s V ¢ E m m E Z 14.15 UTILITIES AND SERVICE SYSTEMS. Would the project: a. Exceed wastewater treatment requirements of the applicable Regional Water E] El F-1Quality Control Board? b. Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities,the construction of which could ❑ ❑ ❑ cause significant environmental effects? c. Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause ❑ ❑ ❑ significant environmental effects? d. Have sufficient water supplies available to serve the project from existing El El E]entitlements and resources,or are new or expanded entitlements needed? e. Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's ❑ ❑ ❑ projected demand in addition to the provider's existing commitments? T- Be served by a landfill with sufficient permitted capacity to accommodate the El El Elproject's solid waste disposal needs? g. Comply with federal,state,and local statutes and regulations related to solid El El Elwaste? a) The proposed project would not exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board. The proposed project is the installation of a recycled Initial Study/Environmental Checklist -31- City of San Juan Capistrano, California water pipeline within the alignment of an existing City street and would not generate waste water. b) The proposed project would not require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects. The proposed project is the installation of a recycled water pipeline within the alignment of an existing City street designed to improve the current recycled water delivery system. c) The proposed project would not require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects. The proposed project is the installation of a recycled water pipeline within the alignment of an existing City street hence it would not result in an increase in storm water. d) The purpose of the proposed project is to expand the use of the recycled water and domestic water in the City of San Juan Capistrano and hence would enhance the City's ability to deliver water. e) The purpose of the proposed project is to expand the use of the recycled water in the City of San Juan Capistrano; therefore, there would be no impact to the local wastewater treatment provider. f) The purpose of the proposed project is to expand the use of the recycled water in the City of San Juan Capistrano and is the installation of a recycled water pipeline within an existing City street alignment; therefore, there would be no impact on the local landfill. g) The proposed project complies with federal, state, and local statutes and regulations related to solid waste. " m gym- Vim°' 14.16 MANDATORY FINDINGS OF SIGNIFICANCE. Would the project: a. Does the project have the potential to degrade the quality ofthe environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to decrease below self- sustaining levels, threaten to ❑ El eliminate a plant or animal community,reduce the number or restrict the range of a rare or endangered plant or animal, or eliminate important examples of major periods of California history or prehistory? b. Does the project have the potential to achieve short-term,to the disadvantage ❑ 0 Of long-term, environmental goals? Initial Study/Environmental Checklist -32- City of San Juan Capistrano, California r _ t Ipt' IC L V t d c. Does the project have impacts which are individually limited, but cumulatively considerable(accumulatively considerable means the project's Q 0 El El incremental effects are considerable when compared to the past,present,and future effects of other projects)? d. Does the project have environmental effects which will have substantial ❑ El El adverse effects on human beings,directly or indirectly? a) As a result of the above analyses it was determined that the proposed project does not have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory. b) As a result of the above analyses it was determined that the proposed project is not designed to achieve environmental goals in the short-term to disadvantages of the long-term environmental goals. The purpose of the proposed project is to expand the use of recycled water in the City of San Juan Capistrano. c) As a result of the above analyses it was determined that the proposed project would not have impacts that are individually limited, but cumulatively considerable. d) As a result of the above analyses it was determined that the proposed project is not expected to have environmental effects that would cause substantial adverse effects on human beings, either directly or indirectly. 16. PREPARATION. The initial study for the subject project was prepared by: Psomas • Ms. Daneh Manouchehri, Environmental Scientist • Ms. Jennifer Campbell-Young, Sr. Biologist • Dr. Brad Blood, Senior Project Manager Initial Study/Environmental Checklist -33- City of San Juan Capistrano, California 17. DETERMINATION. (To be completed by lead agency) Based on this initial evaluation: [ ] I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. [x] I find that although the proposed project could have a significant effect on the environment,there will not be a significant effect in this case because the mitigation measures described herein have been included in this project. A MITIGATED NEGATIVE DECLARATION will be prepared. [ ] I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. 18. DE MINIMIS FEE DETERMINATION (Chapter 1706, Statutes of 1990-AB 3158) [ ] It is hereby found that this project involves no potential for any adverse effect, either individually or cumulatively,on wildlife resources and that a "Certificate of Fee Exemption' shall be prepared for this project. [x] It is hereby found that this project could potentially impact wildlife, individually or cumulatively,and therefore fees shall be paid to the County Clerk in accordance with Section 711.4(d) of the Fish and Game Code. 19. ENVIRONMENTAL ADMINISTRATOR DETERMINATION(Section 9-2.201 of SJC Municipal Code): The initial study for this project has been reviewed and the environmental determination, contained in Section V. preceding, is hereby approved: William Ramsey, AICP, Environmental Administrator 20. REFERENCES /SOURCE DATA - California Natural Diversity Database Rarefind 3, 2006 California Department of Fish and Game - California Department of Conservation, California Department of Survey, Index to Official Maps of Earthquake Fault Zones, http://www.consrv.ca.gov/CGS/rghm/ap/Map index/index.htm - California Stormwater BMP Handbook, Construction, January 2003 www.cabmphandbooks.com Initial Study/Environmental Checklist -34- City of San Juan Capistrano, California - County of Orange General Plan, Resources and Development Management Department, http•//www.ocplanning.net/docs/GeneralPlan2004 - City of San Juan Capistrano General Plan Document, 2002 http://www.sanivancayistrano.ora/govt int.asp?I13=234 APPENDIX Proposed Project Construction Diagrams 11\L hl\V IV 11\VI 1 VVIVII�R.7 1 IV •x /11 LIl L11\L FOR CITY OF SAN JUAN CAPISTRANO CITY COUNCIL MEMBERS DAVID M. SWERDLIN, MAYOR WYATT T. HART, COUNCIL MEMBER SAM ALLEVATO, MAYOR PRO TEM JOE SOTO, COUNCIL MEMBER DIANE BATHGATE, COUNCIL MEMBER UTILITY CONTACT8 BNEET INDEX ME CONTRACTOR WXL Nom'ME FOLLOMNG UTILITIES AT LEAST IN 46 HOURS PRIOR TO ANY EXCAVATION IN ME PUBLIC RICNT-OF-WAY c 4F' DES ncm 201dum ME GAS COMPANY 1 USON.NJSG M .CA OHM SALT 3 9 NOTES ABBREVIATIONS. D LOCATION CIO MA` 2 CONTACT.- (800)227-2600 PACIFIC501. PROJECT LOCATION PLAN AND PROFILE STA 113+oD TO M+GO 3 102 CANCER ROAD ROOM 1331, TUSnN CA 92660 OGNTACP. BILL S WEY(714)2%-4 3 e } PLAN AND PROFILE STA 2010G lG SO400 4 SAN DEN GAS i ELECTRIC COMPANY 9HT GU 0.N1 M PRCOU STA 30+00 TO 10+00 S 662 GRIMM DE LOS MARES SMI CEMENTE CA ON72 RAN AND PROMS$iA b+CO 10 SO+OI 6 CONTACT: DAVID DOWNE(949).161-8010 RAN AND PROINE STA 50+00 1O 80+00 ] CDA CABLE SERMCE PLAN AND PROFILE STA S"00 TO T94C6 6 N947 AVENIDA DE LAS BANDERAS,RANGING SANTA MARGARITA,CA OHM a PORN AND PROFNE STA 70+00 TO 80+00 9 CONTACT: STERE DONONA(969)346-2813 MMT 3 R.W AND PROFILE STA 80+W TO 85+29.36 10 MOULTON NIGUEL WATER DISTRICT IGU METERING;VAULT DETAILS T HIM CORDON RD.LAGUNA NIGUEL,92663 CONTACT: RAY M(OG'NELL(949)Nt-1l>J y '� CONNECTION DETAILS 12 M15CE ME CITY Oi SAN AN CAPISTRO IL LAANEW3 OETNL3 IJ PUBLIC MEANS DEPARTMENT 6 F }, ELECTRICAL RAN 14 32400 PA4,O AOELAl10, SAN LIN CAPISTRANO,CA 926)5 SALT 9 f C c RPF SUPPORT DETAILS IS CONTACP. MINE SON(949)167-4311 J T11E ON O SAN LAN NG DEPARTMENT n 4 ENGNEOANG AND MINDING N MAN TIT ✓ SNCO P'. (9 AO49W 31 SAN LAN CIPISMANO,CA 92675 A �• W c RANO 8YN8OL LEGEND CONTACT'. (940)103-31]1 SALT 2 F E%ISTNG SECTOR 4212/4217 O ME GOVERNMENT CODE REWIRES A DC ALERT CC _� AR WAC IDENTRCATION NUMBER WE WOOD BEFORE A PERMIT TO EXCAVATE YILL T - -- BLOW ORF BE VAUD.UNDERGROUND MA ALEFT TOLL FREE 1-6W-422-4133 _ CABLE l.V. 0"ROAD UHF TWO WORNING DAYS BEFORE YOU 010. E T ON --CONMERUNE O RPE WAY U9NMs ANN 1J(1 DUAL CONSTRUCTION NOTE CONTOUR ONES «MrFTn nY.AA 9MT 9 W I3 DUAL WE NUMBER _ aR✓P w Trp ELEACTRC PpWERUNE, M1RIFA SALT f "R3 G2 La sMT �EIEC�TRWY95 TEST STATION Q MEC MYOMIT eNRM a,N a 0 _ GAS ONE •GAunpx, RNnwM«qaR M.USA DsnA«natlRn DISTANCE s BEARING cru OUT VICINITY MAP - KARENPROPETI LINE aYi ANPn YRAtis".91.1 m to a«N«. mw PwIR PpNm TIME Bs OMI YUNn t4 at OM1.were sits. M4 elnt«PYI Tt«m YeY RI Man qq NN nP1lfy N.T.S. __W RGM O WY SITE MAP SE7MCE METER +[NEW UNE N.7.5. ABOREVLATEM `. SSIE�MUD+�FmwE MAN iNOI EWE NOTICE TO CONTRACTORS AC.P ASBESTOS CEMENT RPE ELEC ELECTRIC PO PUSN-ON A 4 NT CONNECTION r..,. SOL BORING AM AIR/VAWUM RELEASE V&VE DEV. ELEVATION P.V.0 POLWNK CHLORIDE RPE SEORII DRAIN NE CONTRACTOR AGREES TM AND 3NALL ASSUME SME AND COMPLETE B.C. BEGINNING OF WRYE EIL EXISTING RID. RACIAL RADIUS STREET UPR RESPONSIBILITY FOR JO/ATE CONDITIONS WRING ME COURSE OF CONSTRICTOR B.F.V. BUTTERRY VALVE TIP TOME IRON PIPE MAEAD R.CB. RDNFORCEE CONCRETE BOIL MUM eGRE ONES TOM OF MIS PROJECT.INCLUDING SAFETY OF AL PEI AND PROPERTY; MAT MIS E.B. BEOMNMC a TROUBLE F.L. ROW UNE R.C.P. MWREINTIq®CONCRETE PIPs 9 VALVE GA L ` REQUIREMENT SMALL ORLY CONIMUWM,Y AND NOT BE DATED TO NORMA MORNING B.D. BOTTOM!ASSEMBLY FLG RANGE A EECnON R/T RECYCLED-WAY - SEWTR(�TC S B.O.P. CABLE: EL PIT F.O GAS GI1AOE R.W. RECYCLED TATER OWNERAND MAT THE CONMACTORARMUES SPI&L MRNN INC L LABI AND RNOLDE& 11E WATER LINER, DOMESTIC S OWER ANG ME ENGINEER NMMI£SS FROM ANY AND ALL ONON,REEK ON CAN CATIDi CAME IELETTSON Me. GRACE G OAS R.W.V. SLOPE T REO¢GAZE v&VE EX ELED,IN CR UE W IMM MINING F OM! ME ANCE NE WORN ON MIB PROJECT. C((.B. C AkT INEN "GI GATE VN&AN SO ELQ£ WATER LINES.RECYCLED ENE GIN FON NE EX C9AND SCE NEGLIGENCE O ME OWAf OR CILWC CONCR}MONTM LINED AND CW1ET I.M MOIDEONTK SORE SCNFDIIM g TIE ME15ORENGINEER, ME EMSIENCE AND/MOVE PLAINS LOCATIONS DE OF UNCfAGA COIL CONCRETE I.O. INSEE pTIOC1ER S.O. WEFT GRAN UTILITIES OR SI AVAILABLE S MOW ON MERE PLW6 CORE O MR LE A CONST, CONSTRUCT IX}. MMVRSECMOI SNE. WIEET ARE N EM AVAILABLE ORGIOOBOC RECONS, R TNR BEST IL WR NNOS WO MORE C.T.S. CaRROMGR tESi STATION MV. INVERT SPECS. ♦DECRIUMpR3 City of San Juan Capistrano ARE NO EXISMNG UNDERGRpUNO U15 ROQ W STO rAMEES E7QPT AS SNOW ON 9 THESE PLANS THE CONTRACiDR 13 REWMW 1O TAME WE PRECAUnONANY C.V.W.p. MIN ROD NEE MAZER pSTALT MM LRISGNTON ST. SWEET DATUM STATEMENT: MEASURES TO PROTECT ME UMUTIES OR STNUCMMES SIgWN Ano ANY UTUMES C� CUL AID WFTFT1 LF. LUMP FEET STA. STATION E CewllneUs I Dew an MF 191.MM CaPFNlnat4 SLWtsm OR STRUCTURES NOT OF RECORD OR NOT STOW ON MESE PVNS AND IS DELL OERETER O RPE ALIGNMENT LS MANUFACTURER SAW 5103. MLENNSTANDARDS i 2m4 M. 100.1 n4T(ippL35 AdHsMinl). All REKONSIME FOR TIE PROTECTION W WY DAMAGE TO MESE UTUTES OR DIP DIA DIAMETER MFlL M WNCTNREA NP. Neck E ,{ ,m wd;the IIIaMe* U,I,�U BTINCNRES CONTRACTORWALL ERI Y ALL CONpTIOS AND DIMENSIONS AND WI 1"p RPE MR MAIM IRON ARE MREID a RUs mm RECYCLED WATER SUPPLY SYSTEM eA 0.999932]4 STALL REPORT ALL OIgEP.WOE3 M ME ENGINEER PRIOR TO COMMENCEMENT O WORM. D.W. DOMESTIC WATER A W MECHANIC& NT CONNECTION T.P. TOP OF PIPE OPERATION WATER ON WA} FAMUMS EA, EAGR M.N,WO. MQIL}ON MWEL WATER DISTRICT U.S.A. UNDERGROUND SERVICE AER! TITLE SHEET ALL MAMMXTAION OF EMSnNG CATS VALVES ON OXER ON OWNED TATER FACILITES E.B. END OF BRIDGE No/0 NUMBER PENT. VERnCK BASS NO b"eIIIOY Moir Nirim Me Naw a,M4 E4«M4s WUisn SHALL PERSONNEL N LY. DO BY CIN OF SAN LAN C WOWS I TBuIO , AT MPANTMENr E.O.D. EG D,¢a P.C. POINT a ONKUND MINE w/ ONANUC CgRNECTVN N _ (019) 7-ONLY, D(M VIRE S15 TO PUBLIC MOMS INSPECTOR, ALRE VICINITY AND LOCATION MAP O.C. hWMW Mei.NS1SS]YW.m Nims—m Rc�slSaf Su,nr 3—SSM. 049 LBO ME NON- RKANC EMM NIS RREMNREYENT AILBEBE BORNETSMELY BY E.P. EOGs O PAVEMENT PL PLAIN ONNEEMECnON WAR, WATER ONE QINSTALL FRUST BLOC(FEN CITY OF SAN.JAN CAPISTRNO w G IJ NSTALL 12'CAl STEEL RFT 0.200 BELOW GROUND. 60LF. •• •••••••" ••• "•""'•• ••"`"'•`^• 2. MEQT`5WALLAOgNU R`G NSHEI:VnwNLw n/an rwcn I PVInnn�r ulurt vec�Mv^aaa. STANDARD H0. 0.-14 MO W-15. ]. NY EXISnNG UH OR COUNTY TRAVEL WAYS IN MALIGN EXCAVATOR IS NIDE IN BE CALLED FOR INSPECTION TWO WINNING DAYS BEFORE STMT OF © INSTALL 12'dtAc S1FR ARE 9P BEXO(WIG • WIG). BEA. CONJUNCTION NM THIS PROJECT SHALL BE RESURFACED CUMIN TWO WEEKS W]Mf AT(949) w]-wlt. 2. ME INTO ME E L ME RECYCLED WATER MON SMALL OINSTALL 12'RESUENT WEDGE GATE VALVE PER PTY OF 4 EA. AFTER ME EXCAVATION IS NAGE,OR AS DIRECTED BY ME AGENCY HAVING CONFORM 10 ME MDUUnONS FOR TALE CON5IDUCTON OF SM JUAN CAPISTRANO STANDARD NO. W-IJ( RG) ® INSTALL 12'TENDED STEEL 0.200 VOGL,L.4'. PER DETAIL®I EA. JIPoSUCTON ]. A PRF-CONSTRUCTION CONFERENCE OF REPREYNTAMES FROM RECYCLED WATER SYSTEM WITHIN ME DISTINCT WN HIGH TRAFFIC LID, SONONG PER DETAIL 1 AFFECTED AGENCIES AND ME CONTRACTOR SHALL BE HELI ON v 4 NOT USED - 4. ALL NOWN SHALL CONFORM TO ME STATE CONSTRUCTION SAFETY ORDERS ME JOB SITE 24"Win ROOM TO ME STMT OF WON. J. ALL CONSTMT PRESSURE RECALLED ND OONESTIC WATER 13 MAIN UNE PIPING INSTALLED ON MIS PROJECT SHALL BE O 5 CONNECT M EXISTING 12'RECYCLED WATER PER DETAIL G I L5. ® INSTALL 12' 1 6'AMY COATED DIP REDUCERRG•RG). I EA, 5. CAPISTRANO VALLEY WATER DISTINCT HAS OBTAINED A PEROT FROM ME CITY 1, ME WATER SYSTEM IS TO BE INSTALLED AFTER CURS AND IDENTIFIED IN ACCORDANCE WM ME OISTRICYS 6PEGIFIGTIONS. ( OF SN JUN GARSMNO. THE CONTRACTOR SHALL FOI ME CITY REWIRE- GUTTER IS PLACID, OR STAKED BY ME APFUCANT'S © INSTALL UTILITY VAULT SERIES SPECIAL 6' 1 12' • T e 1 EA. 49 _ NEAR FOR EXCAVATION NO PAVENdT REPIACEMfMi IN ME ROADWAY. SORVEYOR AT A MINIMUM SO FWT STATIONING.IF HOT CUMIN 1. WANING TAPES SNAIL SE USED O ALL CONSTANT PRESSURE MMES METERING VAULT OR APPROVED EOU AL PEA DETAIL 11 HOT USED A AUATWAY. MAN UNE RRNG CARRYING Nd-POTABLE OR DOMESTIC NARK. O INSTALL 12"POLY COATED DIP - w'M:ND (MJ v MJ). JO EA B. ME CONTRACTOR SHALL NOTIFY ME OGNEETONG INSPECTOR AT(114) 49}1171 5, ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR 5. AMONG TAKES SING BE A MAMMA OF J INCHES IBM AND AT LEAST 21 HOURS PMd TO STARTING CONSTRUCnON. SIDEWALK SMALL BE REMOVED CGAX LEMS Y AND REINSTALLED AT SHALL RUN CONTINUOUSLY FOR ME ENTIRE LENCM OF ML O NOT USED _ DO TIC NATER NOTES GJANTITY ME PROPER LOCATION. AT NO COST TO ME CITY. CONSTANT PRESSURE MAIN UNE PIRNG. ME TAPE SMALL BE 12" J. PAVING PER MESE RMS SHALL HOT COMMENCE UNTL ALL IJNDERGRWNO WORN IS O TO IB'ABOVE ME TOP O ME PPE INSTALL 1.5" A 7 UNE AND BOX ATI OTBE SAN BEA. ® INSTALL I6'PVC(C-905, 66 (C-905,CSS 200). TRENCH 10 L.F. COMPLETED. 6. ALL MMX UNE VALVES SHALL BE MAINTAINED WIG AS TO BE JUAN CAPSTRNO STANDARD D N0, 0.-2, LOCATION TOO BE AND BEDDING PER GTY O SM AIN CARSTRNO 0. ALL PAVING REIOVEO SMALL BE SAW Wi AT ME ENGINEERS DIRECTION.MINIMUM ACCEMAS HALE DURING TRACT ES OF GOWN MO ALL.VALVE 51d 6. ER PIANO TME FOR ME CONSTANT PRESSURE RECYCLED STMDARO N0. W-0. WPM OF CUT� 1-1/2 INCHES. TOPS HAVING OVER WI INCHES O COVER DULL REWIRE AN MATER PRANG SHALL WATER'W IX COLOR MIM ME WORDS VERIFIED BY Ch O SAN ALAN LMISTRANO. E%RAISON PER DRAWING N0. W-9. CNnON: RECYCLED ICOL RPMPAN N WALL 1-INCH- 10 INSTALL 12'PWT COATED DIP ME(FLO•P.Q. 1 EA. SI INSTALL 16' RESUENT AMC DATE VALVE PER CITY I EA S. ME CONTRACTOR SHALL BE RESPONSIBIE FCR PRONGING AND MAINTAINING HILI LETTER$BLAB IN ENT. IYPNNTING SMALL BE OF SN JUAN CAPISTRNO STANDARD NO. W-9 A W-13 WARNING SIGNS DEVICES UCHTS ANO/OR FUG MEN IN ACCORDANCE ON ME 7. ME CLEARANCES FROM ME TOP OF ME RPE AND ME CONTINUO!ANG PERMANENT. 7 WISHED SURFACE SHALL HAVE A MINIMUM AS NOTED ON ME 11 INST&L 12'EPDXY UNED AND COATED STEEL PIPE CL200 (RG. X RG)WIM HIGH TRAFFIC U0.BONDING PER DETAIL IJ W.A.R.C.H.HALO BOOK. APFFOVED PLANS 7 KTEGNATELY MNSMISSON/DISTRIBUTION PIPING M ME TO BE HUNG ON MIDGE PER DETAILS ON SHEET 15. 220 L.F. © _ 1p. NY TRENCH WM EMCEEING Y IN DEEM SHALL RE0.NRE A PERMIT FROM ME RECWAED WATER SYSTEM.INCLUDING SEDNEE UNES VALVES, NOT USED S, ALL FIRE HYDRANTS SHILL BE SIT WITH ME BOTTOM RANGE AND ONO MPURTENNCES CAN BE COLORED Kill PANTONE CKFORNIA STATE DfPARMOr O'IHOUSTRIAL SAFETY 4 INCHES MOVE ME CONCRETE PAD OR SIDEWALK. 5220. AND EMBOSSED OF BE INTEGRALLY STAJJ D MANED 12 CONNECT TO CASTING W WATER PER DETAIL® I L.S. © NOT USED - CAUTION: RECYCLED WATER-DO HOT DRINK,OR BE INSTALLED IO PRIOR U.S.A.NY ENGAVAAT ALL 422-413 MUST BE NOTRED BY TELEPHONE. 9 ALL WATER MANS 4'THROUGH 12"SMALL BE PRESSURE GLASS WTH OR A PURPLE POLYETHYLENE NNVL CORM,COLOR TO BE I] INSTALL 12'•6'P0.T COATED DIP ECCENTRIC REDUCER 1 EA. ® CONTACT SDIG ALERT AT(60.) 422-N3J' On v ), NOT USED 200, PVC(C-90.)AND FCR 11' AND LARGER SHALL BE CLASS 23S, PANMNE 5120. 4 PVC(C-90.5)UNLESS OTHERWISE KORO. 12. ALL MEXd BAGIFILL 91/11 CGWRACMO A_ WTO MIS SATSFACTIE O ME SOLS B. ME RECALLED WATER SYSTEM SHALL T INSTALLED T SS NOT USED - OF SAGA NO IN ATCD IMPRA TC _ pF CO PACM NEdNILK HALL BE USED. 11 INSTALL 6'DESUENi WEDGE GAR VALVE,RINGED, NRS 2 EA. 10. NO TMS OR OTHER CONNECTIONS SMALL BE MME w EXISTING MNNTNN A SEPARATION FROM ME DONESTC FALTER SYSTEM AS WM HMOWIHEEL(RC v RG). ® O BACHFlLL 5 OR EQU INPHNT W SELF CONPATONG MAXIMAL SMALL BE USED. CRY WALTER MAINS PRICK TO CGNWCTINC IG ROM SYSTEM, SHOW ON DETAIL W-12. NOT USED TYPE IIT ON OR TE EARN SHALL BE UTILISO FOR ALL CONCRETE IN PRESSURE TEST ON ME NEW WATER E TESTS IN SYSTEM. CONTM.i WIM ON SIR EMM MATEAI&S. IS INSTALL D COUPLING ADAPTER, DIRESSER SME 127 OR 1 EA © TAPPING SLEEVES SMALL BE PRESSURE E OF IN AN APPROVED 9. ALL'VALVE CNS'ON OFF-SLE RIME WO WATER O.OD'ES APPROVED EWAL(FTG•P0. J INSTM1STANDARD THRUST BLOCK PER CITY OF SAN JUN CARSTRNp ]EA. ARM T IN ME FIELD.E IN IN NEE TAPPING OF ME CITY AIN UNE . SHALL BE TRIANWLIM IN SHAPE WM ME MGRD'RE ISTR STNOARD N0. W-11 6 W-15. 13. WHEN GROUND WATER R ENCOUNTERED DURING TRENCHING. A MINIMUM O 1 FOOT FRIGR TO }PRONG ME NAPM UNE. TMRNG O NE MANN UNE CASs MERLON, L W-IJ RFD MO MARKED PER ME OISTBCTS' IB INSTALL 12'MINIMUM COMPACTED 3/4'ROCK BASE. I L.S. O N0. 2 POG(SHALL BE PLACED BENEAM NY ARE TO ME SATRACTION O SMALL NOT PROCEED UNLESS A Gtt INSPECTION R FgESENT STANDARD DETAIL W-I]. ® HOT USED ME DISTRICT ENGINEER. 17 INSTALL 8'SEXSVS TURN METER W-2000 DA,OR APPROVED 1 EA, ® - 14. ME THEM MD LOCATION OB IN NY A MARCH O ME AV GR STRUCTURE M WHERE METERS EP WAREN BOXES ARE LOCATED WMIH RSAND 10. ALL MAN UL VALVES SMALL BE HAVING OVER R RING48-1 MALT EWAL PER SPECIFICATION 207-27. NOT USED SMIOYIR ON MESE BANS HERE GRTNXfD BY A MARCH O ME AVMLAGE ME ANGLE FERN STEPS SHALL AI LOCATED MAT ME METERS AXED COVER TO HA ILL VALVE SRM TOPS HAVING OVER D TO 10 INSTALL AM INLINE FN MWF1 AMC 15IOA OR 4PPDOVED EQUAL 1 EA. NOT USED _ RECORDS. APPROVAL OF MERE BANS BY ME CITY OF SM JUN CARSFANO BOXES DULL BE PARALLEL ND RUSH,RESPECTIVELY, WIM UI COVER TO HAVE N E%TER W INSTALLED AND RNMED 10 ME DOES NOT CONSTITUTE A REPRESENTAMON AS TO ACCURACY OR COMPLETENESS O ARO FINISHED STREET SURFACE, A RETAINING WALL MAY BE REQUIRED VALVE OPERATING NUT PER W-B. LOCATION OR ME EXISTENCE OR ME NOREMSRNCE O MY UTILITY PIPE OR MWNO ME HERR BO%. 01 NOT USED - STRUCTURE WMR ME UMTS O MIS PRO.ECt ME CONTRACTOR IS REQUIRED 11. ME TOP R ME NON-PoTMRE RPE SHALL IAN:•UANCEI 19 INSTAL ARGUE MST STATION PER DETAIL 1J 1 EA. TO TAKE ILL DUE PRECAUTIONARY NEMS TO PROTECT THE UTILITY LINES NOT O I Z.CO ME APPJCMT N WA FURNISH MAIM ANO INSTALL AND SERVICE OCLEARANCESEMI TALON LE FINISH STREET CIIFIED FO IN COPUMLE ® INSTILL 12'CMLAC STEEL PIPE CL 200 5400E(RG v WTD). I LS. ® NOT USED - RECORD OR NOT SHOWN ON MESE PLANS CONNECTIONS BOXES. WATER NMNS MO NF1W MO NANISM/ W T ME STEMS O CLEARANCES AS SPECIFIED FOR ME DOMESTIC INSTALL METIER BOLES. WATER SYSTEMS O EQUAL 92E PER STANDARD WATER NOR LOOM -PFA PLAN @ NOT USED - t!. ME CONTRACTOR Al XM LEAVE MY TRENCHES OPEN OVER NIGHT TRENCHES. NUMBER 7. DULL BE PROPERLY BACKFILLED OR CONMED WIN STEEL PLATES,. 1J. CURBS SMAIl A RS SERVICES. WM A'0.'INDICATING LACATIONS 21 INSTALL GALVANIZED STEEL LATTER WM LADDER-UP,AT 1 EA. ® - O ALL DOAESTC WALTER SERVICES 12. CI dCIMACHMENT PERMITRIOR FROM ME RK HAVING AUHMBRA A-3400 OR APPROVED EQUAL ATTACH AT TOP, 1 NOT USED I6. INGRESS AND DURESS TO EMSTIHG ESTABLISHMENTS SHALL BE KEPT OPEN TO JJRISGICF-WnOK 15 REWIRED NTOR N NY WgBC CUMIN PUBLIC BOTTOM. AND TWO INTERMEDIATE POINTS TO VMLT NO ME SATISFACTION O ME CITY ENGINEER. 14. INDIVIDUAL PRESSURE ME HAVING DULL IC REWIRED BY ME BIdT-O-WAY GR EASEMENT. ! NSTALL Y AIA NG VACUUM RELIEF VALVE ASSEMBLY J EA. PWMNNG WOGS D THE PTY HAVING JURISDICTION IF STATIC BADE RINGS. PER PTT O SM AIN CARSTRMO STANDARD NO. W-TIL 17. FOR DEMURS AND STREET CLOSURES TIE CONTRACTOR SHALL NOTIFY ME ON PRESSURE REACHED W Pg GR MORE. 13 SEE SUBRCTION 50.7 NEIEIH, AND STANDARD DRAWING © INSTAL SUBMERSIBLE SUMP PU BARNES MODEL R511A OR 1 EA. ONGNC R(714)193-1171,ME GRAND COUNTY SHERI DEPARTMENT(714) N0.0.-12' w INSTALL 2'BLOW-OF ASSEMBLY PER CITY O 6N JUN 2 EA. I3. ALL 3/6' THROUGH IN NERDS AND CUSTOMER SERVICE VALVES CUT TE TEE NOTCP EG APPROVED EQUAL PER pETMI O 624-6000, RI ME GRANGE COWRY ORE ICTPMMNT()I4)8J1-0072 AT(EAST DULL BE FURNISHED NO INSTALLED BY ME CITY FOLLOWING RECOPY i CNHSTRMO STANDARD NO.W-11, l2 HOURS PINOR TO STREET IJA9UAE GR DETOUR. O APPLICATION AND DEPOSIT. ME CONTRACTOR SMALL EXPOSE ALL CONTRACTOR SMALL LOCATE N.J.EXISTING ACP COLLARS AND ® INSTALL 6'SCH.60 PVC MR VE UNE PER OCTAL 15 ILS. ANGLE METER STOWS AND PRLPERY LOCATE ME HERR BOXES TO REMOVE ONE ANLL JOINT OF W OR 12' AO AS REWIRE. ME ® PROTECT IN PUCE EXISTING WRB AND WTRR. 11.5. 16. ME CONTRACTOR SHALL ADHERE TO A STANDARD QTY ARniOVID TRAFFIC CWTR0. MAN PRIM TO REQUESTING INSTALLATION O ME METERS AND NEW B'OR 12"N REWIRED RE5UENi WEDGE GAR VALVE INSTALL 2'SCH. 40 PVC SUMP DSCHMGE PIPING. 1 L.S. PLAN' CUSTOMER SERVOS VALVES BY ME OTY SMALL WE INSTALLED BY USING 6'OR 12'AS REWIRED FLEX, ® INSTALL TEMPORARY 2'SLOW-OFF ASSEMBLY PER CITY OF I EA. CWPUNGS(LONG BARREL TYPE)WIN SS-]M HARDWARE AN © INSTALL 1F•IF SUMP ON GRAM NO FRANC, AdMBRA I EA. SN JUN CAPISTRNO STANDARD NO. W-5. 19. STAnMNG BEFORE TO ME CENTERLINE O STREETS UNLESS OMERNSE KORO 16. ANY CITY WATER USED SHALL BE ORDER)WM A CONSTRUCTION RAICiW0.YYER(WC 200.)OR EWAL,COATED HUTS AN METER OBTAINED FROM ME GTY, ME USE OF JUMPERS IS ALLOWED PER CM SPECS, AND W GR 12'DI OR C-90.LL 20.SPWL NO. A-200. 69 HOT USED _ 20. NO DEMURS OR LANE CLOSURES SHALL BE DONE BEFORE 8,30 AM OR CONTINUEDBY PERMIT ONLY. METEK MUST BE INSTMAED PRIOR TO OCGIPMCY LENGTHS WT TO FIT AS REWIRE, ALL MATERIAL SMALL BE ® INSTALL J6' DIAMETER MANHOLE MANE AND COVER TRAFFIC 1 EA AFTER 3:50 PM ON MONDAYS THROUGH FRIDAYS.NO LANE CLOSURES ON DETOURS OF DERNIT O APPROVED BY ME PUBLIC WORKS INSPECTOR PRIOR TO >0 PROTECT EXISTNC CATCH BASH IN MO. 1 LS WLL BE DONE ON SATURDAY,SUNDAY,OR LEC&HOLIDAYS. INSTALLATION. RATED FOR H-20 LOADNG. O 17. AN ENCROACHMENT PERMIT FROM ME ON HAVING JJRSDCnON ACP NOTES © INSTALL WALL PENETRATION PER OETMLe 1 LS. T NOT USED - IS REWIRED PRGR TO MY WORK CUMIN ME PUBLIC RICHT-O- CNTRACTOR SHALL LOCATE ALL EXISTING ACP COLLARS AND WAY, OR EASEMENT, REMOVE 1-FULL JOINT O PIPE TO PROVIDE ROOM FOR ME NEW ® INSTALL 6'UP SHOW(RG x RC),LENGTH .PER PLAN. 3 EA. ® INSTALL BLIND RANGE FOR FUTURE CONNECTION PER DETAL 12 1 EA. IB ME EXISTENCE AND LOCATION OF MY UXDEAGRWNO UTILITIES TEES.CONTRACTOR MAY NOt WT ACP UNDER MT CIRCUMSTANCES. O REMOVE WHO RANGE AND FRUST BLOCK AND CONNECT L5. OR STRUCTURES SHOWN ON MER PLANS WERE OBTAINED BY A ALL MAMMAL SNAIL BE APPROVED BY ME NRK OAKS ® INSTALL SEHSUS 1Wd-REAP AUTOMATED METER TEEMING IEA. 4 AINWID WATER EEARGVEOU QUANMY SEARCH O ME AVAILABLE RECONS. APPROVAL O MESE PANS INSPECTOR PRIOR TO INSTALLATION, SYSTEM PER MANUFACTURER SPECIFICATIONS. TO EXISTING 12' WATER(ROPE AS REWIRED)PER OEtNL e ® BY ME CITY O SN JUAN COMMAND ONES NOT WMANTEE ME INSTALL THRUST BLOAT NEW ARM STANDARD NO. W-12. 3 EA ACCURACY COMPLETENESS O ME LOCATION,OR ME EXISTENCE OR DIP PITTING COATING NOTES ® INSTALL ADJUSTABLE PIPE SUPPORT PER DETAL U 2 EA Q INSTALL 14'POLY GUAM OR 11,25'SEND(NJ •MJ). 2 EA. NONEXISMNCE O MY UTILITY PIPE OR STRUCTURES CUMIN ME INSTALL I RESIIFNT WEDGE GTE VALVE NO WIND 3 E0. LIMITS OF MIS PROJECT. ME CONTRACTOR IS REWIRED TO TME ME E%TERIGR SURFACE O ALL WC111E IRON PIPE AND FITTINGS 31 INSTALL 6'SCHEDULE 60 PVC SO'SEND, 4 EA %S INSTALL 10' v 12'POLY COAMD OR REDUCER(FLG v RG). I EA STANDARD NO.W-B(RG•RG), Md.WE PRECAUTIONARY MENS NECESSARY TO PROTECT MOR SHALL K PROTECTED ON A MINIMUM W-ANLL MY FILE UTILITY UNES SHOW AND NOT SHOW ON THESE PLANS. THICKNESS O SHOP APPLIED P0.YUREMME COATING NOT USED - ERDDE NDTEE QUANTITY ® INSTALL NCTAVUC COAPTING ADAPTER,!MIEN SLIIR 912 OR I EA. P0.MREMANE COATINGS SHALL BE NARES COAMM, APPROVED EWK. 19. ALL MLLOW ORATE BOLTS AND NUTS SMALL BE STAINLESS PROTEC II PW,OR MACSGR CHEMICAL.COR WIPE II ABRASION. ® INSTALL 12'AMY COATED DIP - 119'BEND(MJ•NJ). 4 EA. Q EXISTING BRIDGE EXTERIOR CONCRETE GADERSTEEL- ® INSTALL 6"SMOOL(FILE 1 VOL LIDNCM PER RAN. ZEA NUR).316 WIN RVOROP I(TRPAC 2000 ON EQUAL.GUAM OR EWAL P0.NREMME COATING SMALL BE MPIED N STRICT ACCORDANCE AN ME COATING MANUFACTURER'S WRITTEN © INSTALL 2'AIR AND VACUUM RELIEF VALVE ASSEMBLY 12 EA O 12'EPDXY UAW AND CGMD STEEL PIPE - NSTWCTION INCLUDING RECOMMENDATIONS FOR SURFACE FEW CITY OF SM JJM CAPISTRANO STANDARD N0. W-W INSTALL 12'F B'POLY COALED DIP ECCENTRIC REDUCER I EA_ PREPARATION MO PRMXG O THE DUCTILE IRON. Q 1"I 14MR.T CONCRETE ANCHOR, DO NOT USE EXPANSION I I.S (RG v RG). ® INSTALL NO 5 STANDARD ALSO W-Y1 ANCHORS.g PER CTY SAN ALAN tl EA ANCHORS. SEE NOTES CAPISTR ® INSTILL 6'RINGED PRESSURE SUSTAINING VALVE.CLA-V& I EA. e 79 1"•STAINLESS STEEL U-BOLT./STAINLESS STEEL NUT 8 I L.S. MODEL'AG-0158NC, WM UNIT SWITCH ASSEMBLY MODEL € ® INSTALL 12' MNSTGN MIL ING OBA IRON 21M MM 2 EA. WASHER %105LOW OR APPROVED EWAL S MEGA-SOND COATING AND 55-316 NUM AND SOLES. NUTS SHAT WE GUAM WIN RUOROR0.MlR(TRIPAC 2000 OR EOUAL). ® L 414x1 W 10'-0'CO 1 L.S. INSTALL V 1 V CONCRETE BOX FOR MUCH DEAD DEVICE I EA. INSTILLATION ON FABRICATED ALUMINUM OR STEEL ERNE a Q IHSTML 12'EAU%Y LINED AND COATED STEL-9O BEND 2 EA BI L 414.10 IC-0'W I LS. COVER AND RECTANGULAR LID,PER NNW SPECIFICATIONS. p (FID v )' ® AT I L5DIAMETER).Q PRECAST CONCRETE GRADE RINGS(3'DIETER).QUANTITY I LS. ® PROTECT IN RACE EXISTING CURB NO W1TED. 1 LS_ AS NECESSARY. City OF San Juan Capistrano " ® r I STAINLESS STEEL B0.i./STAINLESS STEEL NUT A ILS 5 INSTALL IY DIP SPOOL(FED•RG). LEXGM .PER PLAN. i EA. WASHER ® INSTALL LIFTING EVE PER DETAIL 1J ZEA. © INSTAL 1v COMOREAM)N STOP ASSEMBLY TM1'2B V STVEEI I EA. HOT-OP GALVANIZE ALL STRUCTURAL MEMBERS 1 L.S. ® INSTALL If POLY COATED UP- 45'BOND(PO F Po), 1 EA, RECYCLED WATER SUPPLY SYSTEM-i (MIP.YIP)ON BRASS PUG MEN MINING STANDARD NO. W-3. ®OP PLAN Ib111N 1 L5, INSTALL AN PVC(F9 W' ARMLMSS STA DARD NO 'DS LF. NOTES ABBREVIATIONS,FRENCH AND BEDDING PER MN1S M,PURI N0. W-It, 4 N IXSTAI 12'DIP SPOM(RG v RE),LENGTH AS ACQUIRE. 2 EA. ® L4v4.1 HdRONTK SPACE N 30'W MAX N AT NMS AND END I LS LOCATIONS OF PIPES. IPI INSTALL NJ SCUD SLEEVE LONG BODY COURJNG. 2 EA, N AND LEGEND © REMOVE R REPLACE E%.ORVEWAY PER PTY STANDARDS. ILS. INSTALL it'ROILY COATED DIP- � 4 22.3'WEND(Pp 1 PO). 1 fA. N S 220 _. _,. _ _.. . ........ . _ .:._ ----- -- ... .-._...._ ..._ , - - ._ ... ... _._.._ ........ . ,... - -_-.. .. ' .. .. Maw . . .. ..... . 200 . .... ... _ . ..-. ... . . _.._ ...... ... _._._ ..... ...... _.... ._._. _... __. ._-. ._:__ .._ -_.- .-... ... °..... 200... -' - DOMESTIC WATER PROFILE ' . . '..... .,. .... ... :_:.. _.. _. . ......... ...- _.. ., _,..:. .. _..-tvRxe Mlnex-1•AxT oP nxx-sxaner..... .......... :..: . .. ..._ . ........ _ ....... .: 240.p i .. .. .. -:.: i . r [ 240 Ed WWAM - ----_— s �.$i NW _... 220 77� ,.. _balr z w wz 2, id N - W � LAi vJvii 200 x s 200 PROFILE :... - - : NSTA 1000 LF_DP Jr PLD 0000 ! .. NORIZ. 1••40' _...._ _.... __ ...... RECYCLED--WATER--PROFILE ....... _..�. _. ° . ...... _.._.. _,.. _._ .. . _. _.. VERT. 1••10' 21 22 28 24 28 28 27 28 29 80 CONSTRUCTION NOTES RECYCLED WATER NPROVEMENTS O INSTAL 12'POC(C-".O-MM 200.PURPLE). t NCH AND BE W PER OV OF SMI MAN CAPISTRMIO S ANDMD NO.W-a. 0 INSTAL RNUST SLOP(PER a W OF SAN LM CAPISRtANO nANDMD NO. 11-14 AND W-1S © NSTALL 12'RESIUWT WEOOE GALE VM.OE PER aW OF SAN JUAN CAPI9R ANO STMDMR NO.W-13(PLO x RG) WIN WON TRAFFIC UD.BONDING PER MAL e 13 24'SD. _, .. - + Ol INSTALL 1r POLY C =DIP-45'BEAD(MJ x MJ). E%.WRB NNppTT��pp p . .. IY'WATER x IX TElBHWE.. ' . . " i PR°ECTT - ® IPEA Ott 2O'SMI LM CAPISIRAXO SAL D ASSEHBLW-18. CAN VAULT _ _ __ N ; 1 O _ VMp.T ICM4 RtANO&MIST DARDANNO.YW-1 PER dTY OF WLAN MQ �. u, •_ W w ` - � Zx+00 1 29+00 0' Z W 22+007 3 23400 2 +00 25400 2 +00 *I N W Z :. f 5 .... 1 p 5I. @(SFE'NOTE 1) _ r iD. R/WRANCHO VIEJO ROAD 4 4P m 9 Y a GRAPHIC S ' 1'-40' City of San Juan Capistrano CURVE DATA TANA -WCYCM RECYCLED WATER SUPPLY SYSTEM PPE o R IMff DATA/!CI®AE - FEaYa® 12" RW AND 16" DW LINE NOTES 2 „• 9B3.9B n3xr mmi I 19 L 14G PS MDE STA 20+00 TO STA 30+00 1)E00511NG STREET E PER PM DE LW W INC. CONSRNCRON CRANNGS REl£ASE DAIS JMUMY 25.1995. 3 13Rr1Y xx83.99' 1359.x9' )xJ.4V 5 N IYWIV E 10058' ZO 9 I N 14VYO'E 358.24' iA 240--- ..... ..... -- -_- . i _ . . _ . - .o .8 220 -. ___ m _.. -_ .. _. . __ , ._ - 8 m Zl� b.8 +� +s� +0+� , .. wv'e -�,v �s NW.... 220 : . ... n > .OS SUS O ^iQM< T - .. zw ..ln.. ... _. _. .206___' _..-_ t`_._ . _ .-._...._- .-...--- ------ _.... _ ..,..... -----------.-__ _............. ......... .. . ------ --200-_-_. __..._. .....----.--- ..... .. ... .. . .._. ... ... i .. . _ WSTALL 1000 L$OF 17 PMT:CBOD. !. ,.. , ..... .. .. :. . .-. PROFILE .. !.. _. ...:. f :... . _ . .. HORIZ. 1'•40' - :.. . . __.. _ ..- ...... _.. VERT. 1'•10' 10 11 12 19 14 15 M 17 18 19 20 CONSTRUCTION NOTED RECYCLED WATER IMPROVEMENTS y 1O INSTALL tY PVC(C-900, CLASS 200,PURPLE). %` I TIENCH AND SENDING PER CITY M SAN MAN OMMANO •Ik STANDARD NO.W-8. HSTALL 12'POLY COATED DIP-W BEND(NJ x NJ). IX 12'WATER IX B-WRIER 3 !- 3 HBTALL THRNO.UST BLOCN PER CITY w SM! JUAN CAPIMANO Rd. 2 - W-14 MD W M /� MAPHIC SCALE 1--40' STMDMD O - VA\ 8 4. ABANDONED!r WATER e u OO INSTALL 12'RESIUENT WLDGE DATE VALVE PER OTY 6 �G��i IX 1h81'�WANMlE 8� n M1 HIGH 1RA£T1C UD. SENDINNIGG PER DETNL 1J A�) / U ]NyE� IX CAS 4V X f < m K CURB �5 CONNECT TO EASDNG lY fRC WATER ox e �A IX R%W 3 + > 8 INSTALL UTUTY VALULT SENES SPECIAL W x 17•Y AS.NFOUINED f-0AN -_g yT E%1ELEPNf O YERANIC VAULT ON APPROHD EWAL PER DETAL 11 F VAULT O9 INSTALL 1.5 M 2'SERNCE UNE AND BOX PER QTY 0P SM <S _EK. Li JUAN C WRM0 nANDMD NO.W-2,LOCATON TO BE QZ VERIMED BY Ott 6 SM JUAR CAgSIRMO. 'nT (SEE NOTE 1 4 II B n 2'SETtNCE" '_"T +V PER--�2 _ © CIN OFuSM JUA11 CARSRiMO STMDARD NNO.LW-18. ' x EPL --_ _1 .. „= - ':.. moi' ® INSTALL Y BLOW-OET ASSEMBLY PER CITY M SM XAN RdOVE A REPLACE - - - - BY OW( t . .,. .. .. .�-_ .. -^" V CAPISIRARO STMO E N0. W-11. -__ BY DT9 --;--, �;r._.. : �i-_Jy ___- rI"'d.._ �__.� �__ e -w�= + _.. © REMOVE!REPLACE IX IXSAEWAY PER PTY STMDARDS. .. _ � . AS REWIRED is W MNWD WATER IMPROVEMENTS --- x _ Tn ® N15TALL THRUST BLOC(PER NNW STANDARD NO.W M .IX Y SEANCE IX R/W .. 2 W ® INSTALL lY 9 WEDGE GALE VALVE PER MM > -- - .-. �� _• ,�.;- �h srArDARo NO. w-8(Ftic.RG). g ' . ...... .. •....... ...... . .. .. U ® MSTALL 12'POLY COATED UP- AR•BEND(P0 x PO} m�9j <ry 2 ST. E(SLE NOTE 2) C 1® MENM AN PVC(L-900. MM 200.PURPLEO 1 3 9 -� RANCHO VIEJO ROAD INSTC AND BEDDING(C- PER MM STMDARD No.W-11. 5 (1a 114 ALL 12'PMY C 71)UP- MT BEND(PO x PO). PPE DATA/sQiwLEi - RECYCLED City of San Juan Capistrano q BEMONG DISTARCE 1 N 3700'23'E 8.76' CURVE DATA TABLE -RECYCLED 2 NORTH 179.58' RECYCLED WATER SUPPLY SYSTEM qPE D R L T 3 EAST 21.89' 12" RW AND 16" DW LINE I NOTES 838'04' 2665.5Y 1 417.98' 2W.4r 4 N 742'21'E n 55' STA 10+00 TO STA 20+00 1)EAMING SRiEET Q PER PAR50N DE LEUW. INC.CONSM)CMIN MAMNGS RDE.lSE DAIS JANUARY 25.19BS 5 N 1354'191 E 100.5W O a �----. w 240 . w_^ z . . . _ .. < $ .. , _... m.�.< <.� jFwtt .. g J � II .._ ♦>s < ._. _ ". _ PUI11iROT"MIT O1_1199PRDM " DOM 71 `WR PROFI - " ,. .__. -• 220 • - FlNSHED RAGACF' —— , —_— — _.... .220 . .... s , � 01.0119 _ 280 280 �.� _ ry w m X<a - e V~iw 240 .. m _ »M 240z La . ". w H $ ... Q _ PROFILE NUML TODO LF.DF,Y PKC 01190 HORIZ. 1'•40' -RECYCLED - :. . . .. _. _.._._.. VERT. V-10' 80 31 32 33 34 35 30 \37 SS 80 40 "\< eA CONSTRUCTION NOTES vRECYCLED WATER IMPROVEMENTS �p O NSTALL,z-PVC(C-90Q CLASS 200.PN W. TRENCH AND FIEDONO PEA qtt OF SAN JUAN CAPISTRANO���0 lE1IPXOE STANDARD 010. W-& TFy�DN ` p ® NSTALL Y MR MID VACUUM RE VM.W AS4MBLY STREET R/W \ CII® + PER Ott OF SAN JUAN CWRANO STA4DARD NO.W-19. Im On G5 p NTURG NDIryARTCAry p »- qF lI6S FP6ilgC7: W EX CATV �\" _ Elf-IDL4IEFIE- T.J "�' ,--•- __ , qNp /'{\ 4< S DOMESTIC WATER IMPROVEMENTS G '__: ,F _ -'-T-i �-:Y�..•m-.� .. " 'T��3 k'xTSiPYI,_ _ W ® N D SO)DIN PYL(Cl9 Of' lSS zoo). mENa AND GING PER dtt SAR LAR CAPI51RAN0 STANDARD x0. w-a m V J1+o0 a 010.O. qtt N STANDARD BL=PEA 6 SAN JUAN CARISIRANO W-14 t W-15. 0101E 1) T .... ... i+ ® NSTALL Y AIR AND VACUUM 1010' VALVE ASROIBLY B Z y., _ t PER tltt OF SAR LAN CAPISIIRARO STARDARO 010.W-18. INSTALL 2'&L OT ASSEMBLY PEA qtt OF RAN LAN Fes- s, SiRARO STANDARD NO. W-11. 5 Q.-- ,.u...u.. _ u :: �q% ,..�.. _.. . ,..,.. .,._ ,., ., ., ,.. ..._ _ ... ..... _ .. ® MOMLT IN PIACE EXISTNC gIRB AND OJTIER. .. .... .. _ ."... .. . . .. . ... . -— _ ® NSTALL TEMPORARY Y BLOW-OPT ASSEMBLY PER Cl Y OF ... .. ... .. SAN LAN CAPIS,RANO WANDARO NO. W-S �ST. f(SEE NOTE z) - - _ -��_-- SNIIi E IRE Now z) Q PROTECT M"NC CATCH BARN IN PLACE RANCHO VIEJO ROAD m p 9 p INSTALL BUND R W FOR M1 CONNECAON PFR DETAIL 12 GRAPHIC SCMM' 1'-40• CURVE DATA TAPE - DOMESTIC 6 PIPE A R L T City of San Juan Capistrano # 5 1J4YIz' 06)5.01• 155).)5• T624J' CHIVE DATA TAILS - RECYCLED RECYCLED WATER SUPPLY SYSTEM s PNE A R L T 12" RW AND 16" DW LINE ; NOTES "w'Y 86BJw Imw 6J4v 1 UWUARY z INC.CON 1 o STA 30+00 TO STA 40+00 EIOSAHG STREET f PARSON G LEUW, SIHUCMN DRAWINGS DAM TE 5. 995. - -.. .+ _- 7-7 f _. ar -. . ... : s gea - ; 6a o o ��_.. PUNI .N Ia- mxr 220 t+ m '. $ + 220 40 0 zg .._ • _ ..-_ ...... ,._ 'DOMES71C WATER- PROFILE .... ....8 3 • ..... ..... E 8� .226220 _ S`0.011g -.y - Fl PPUFS NOTA PART OF IFN,,I m"= 246 _ 280 - - 8 f1W91E0 SURFACE 0 POINTaoly r + 200 a s Om , _-.. e _.. n 220 � ? 2c NW 220 216my D� 8 - 240 _ , .. ... ...-_ _-.._ • _ _ .- -.-. Fm __g NS7AIL Sm LF.DF 1Y Pw C m ` _ --------.-_ 20f1 - �_. 200 .. 220 - _ .xsrNL TDD LF:a 1r 1hC o-uaD - C M 220 . .. _ _ PROFILE ... _ .. _ __._. i ....... :.... . .... 1. • ..... - - HORIZ. 1'x40' __ VERT. 740' 40 41 42 49 44 48 48 47 47 48 49 80 %O5 1 { p { ee O IX e•wA1En� Al CONSTRUCTION NOTES r RECYCLED WATER NIPROVEMENTS (D INSTALL 12'PVC(C-M,CASs M.NRPIE), 51 85 s Y. TWTICH AND BEW NG PER aW CP WI MAN CMISiRNIO J W O J '�^.aZS a .. '_ •� W STMDMO NO.W-41, R S IX CANIX CAS ,.;_ V—a .. .pY^ N: A F� O INVAl5IANDAD NO wa µ�tlN DG SAN mm CAN NO N :_ :.. IX IELEPHOHE v<i . . -� `•.p: �, �,» ] © INSTALL 17 I UMT WUSGE GATE VALVE PER Ott OF EX CURB '♦�� H 1-- IX CAS R/W io - �•%'�� SM ANM CAHSIRMO S ANDMD NO. W-13(FyG x RG) WTN NIGH TRNTIC W.BONDING PER DEWL(v� O NSIALL IT POLY COATED DIP-W BEND(MJ x MJ). 1W E" ..� x-�� ��- .mom M.', x - A]JW 1 - ( NSTALL 1S'OR Y G VIOE UNE AND BOX PER(AW OF SM w�m rQ 2 .OOa-� _ �� OO _ . - "'-"-�-- '' —. ..�. -•� .. T+ c •"VAN BY�GNOOFrSW'�AX CMISIRµOAROH TO K ^ J1JOG 3 1 42a0D ... 43+W NyOD' 8" 00 -��l n +".. F © WSIALL Y NR MD VACUUM RELIT VALVE ASS &Y PER aw M SAN XAN CAPISIRMO STMDAI81 K.W-16. NSIALL Y BLOWOFF ASBENBLY PEA CN OP 6M AM CAHSRiMO STMDMD NO.W-11. D4A1E8TIC WATER NAPROVEMENTa 6W �j(SEE NOM 2) INSTALL 18'PVC(C-90%aA55 z°O).1RENa1 m ♦ AND BEBONG PER LTN W SM ANM CAHSFRMO h RANCHO VIEJO ROAD S MDMD E 51 INSIALL 16'RESIUENT WDGE GATE VALVE PER aTY OF,SM JUAN cWSMANO STNAARU N0.W-9 A W-13. fRAHBL SCAIE 1'�b' F CURVE DATA TAME - DOAEBTIC (RC x RC)WIN NM TRAFFIC UD.BONgNG PER DETNL 13 N PIPED R L T © INSINL RNUST MOat PPR Ott OF SNI.LM CW5INMO IF STMDMD N0.W-11 A W-15 5 13R21z' ee]5.81' 1SSTJ5' 78213• City of San Juan Capistrano © 1X5171 2'AR AND VAODUM REVD"VALW:ASSEMBLY g B 189tlW 1{)B.BT 891.Jtl 3Wt1Y PER aIT OP SM WAN CARSIRMO SIANDAAD NO W-16. B 11WOr 11]TNW' 98563• 1{225' ® INSTALL r BLOW-OF ASSEABLY PFR aIY OP SM ANM RECYCLED WATER SUPPLY SYSTEM $ CAPISTRNIO SIANDARD N0. W-11. s wFvs DATA TAKEMISM.0 12" RW AND 16" DW LINE ` ® PROTECT IN RAO:EOSING GAWU AND GUTTER. NOTES HPE 5 R T O PRO ECT E]OfiTNG CAIDI BASIN N PLACE 8 ' szrlr eeuae D.b " STA 40+00 TO STA 50+00 1)El0.5RNG SREET PEA PAR50I of IFLw INC. WIISDiUCRON ORAWNGS RF rxc DATE JMUMY 25 1895 © MMM BG I TAME AND TER KDXOUlIN ) Ca1NE Z CIS) 16'DO'OO' 2NLLBB 319.09' ro FN51Nc 19'WATFR(ROPE AS REWIRED)PER OEINL 19 O In ------ -mW .._. _. _.... ... 200 --.� .. - (.. _ __ ----- ` ... '- _. _ ___ - OD .... -------- ----------- ..... i_ ... .__ - _ _ _ - MNE my A PAl T W TIR IRYiFI tt . _.. .. _ .... _ --T DOME5TIG WATER PROF+LE-- .. RI65 SURFACE ._._. .-.. .. _- . -, ... ___ . . +.....: . - 7 ... I.. Ra iH-.i n` �_ N � NY N - il� �F. 'm '.. OYmW' n ... : : •- �N. _. ��- -_ Pad< a.. x _ 1 PROFILE RETAL I LF:iT IT T+AC C900'- ORZ. CY. W. F7 ...__..".._.._._ _.. -....- . _..-_- ....".-"..._ . _..___ -.. .. { VERIT. 1'•10' 80 81 82 83 84 88 58 87 88 89 80 81 CONSTRUCTION NOTES - o RECYCLED WATER BAPROVEAIENTB + O1 INSTALL 12'PAC(C-900.CLASS 300. PURPLE). .. /� TRENCH AND BEDDING PER CIW OP SAN AN1 CAASiNN10 STANOMO No.w-8. V/ co O IX CATS <y EX +NRB 1_Q O NDINO. BLOCK PER OTY 6 SAN JUAN CAPISIIRINO O EX WATER STANDAANDA, `.. i -�., Kr V1✓� RD NO.W-11 AND W-11 EX GAS IX 1FIFPRONE INSTALL IT P0.v COATED DIP-48'BEND(MJ x MJ). O IX 7 CAN 8 ... 9 INSTALL 1.S OR 2-SEANCE UNE AIR)BOX PER Ott OF SAN A- ? Km �. ARV $ �' Z W O JJAN CAPISIRANO s ANOARD NO.W-z LOCAnIX1 TO BE E Ll YE)BFlED BY CITY OF wALN CAPISIRMIO IPER QTT2MR AND OSAN MAN CAPISTRANO ADN APISTRRANO STANDARD FNOO..LW-16. INSTALL 3'BLOW-OPT ASSTLBLY PER tltt OF SAH ANI ASIR d e" . .. . .'-' � •'"" ��* ., ... CAANO STANDARD NO. W-11. 56iDQ ED n - _ ." Y^ sr £(sEE NOTE aD B -" @(50 Noir 1) _ 1 1 �x. - sliaD to . T :.R R/W VIEJO ROAD RANCHO GRAPHIC SCALE 1--b City of San Juan Capistrano i CARVE DATA TAINU - RECYCLED RECYCLED WATER SUPPLY SYSTEM 71 1 R IE T PFE DATAISC1EDIL E - RECYCLED " N NOTES 11DD'o,. 11 %, 38!95' ,43.92. rAAWRI OIWMNW 12 RW AND 16 DW LINE 8 1)""NO 51REET E PER PARSON DE L Pff.INC. CONSTRLICDON DRAINNGS RELEASE DATE JANUARY 25,1995 10 9'10'53' ,881.39' 33243' ,88.61' N 36-�W W 1113' O STA 50+00 TO STA 60+00 91.N cnxsi¢.¢u T ——r .,v...— -- 11 nvY1T• 2011.63' 3112(Y tsT w FWWn a z j . .... ... I( ... . ..... INTIA NOT A PART. TNM ... . . - i QUMaj. -K PROFILt 220 J ._ L Rnlsxm SURFACE j . ... . . .. . Sg-t � .... ... F'P 220 - .... .... . _G m m m �o f } _l _ ` — - ±B' sLMEtD EMnXC MBS m m m + .. . ..C.^. ...r 7- TA ABN9969+55,21 :." LW 200 .' 92.87 IHV N.00.cxr . . ...... ` .... .., (+ 3 B m = zr'H mm �1 .�n <m G� sR I R I�€ a_ WNZ G 7�g7 om< : G< m"GN �< +y,m^'d,' �> "dmm +ym� . �7iimT;W G mow- k 0 } ] " a" gvc + m �K '+k"° ri +�' +3 #3F:RN io .. 2 I .... ). .. ) ) .. ) <19 �bm 3 SNw oA w 4 . ... c ., .. NSTALL TSS Lf 01'!It PVL C-900 G w am ,Uy+�S LE a trmtY casa 12•9rmaAss zas. . ... N< ] . . PROFILE M:Z(`I ED ` U2 P l.F- Ixs7Au 215LP.w 12 ciaeC s PIPE. HORIZ. V-40'I�sALL a LR W 12 Danc s1EEL PPE RSTIU..2d Ls a 1z' c- VERT. 1'•10' 80 81 82 88 84 88 Be 87 88 8E 70 CONSTRUCTION NOTES BECYCLED WATER MNROVERENTS „EX 8• WA }9 O1 INSTALL 12•PVL(C-200.4A95200.4A95 200.PURR£), �X. // 78 TRENCH AND BEDDING PCITY W SAN JUAN GARMANO 10- WATER PLACE ? } a p z STANDARD NO. w-8. O z a ) ) K p n OS INSTALL WU9 BLOCK PER DTY Q SAN JUAN CAPIMANO IX p Y m STANDARD Na W-14 AND W-IS QURe m Y "` all w IX anTv + 2 Isw"LLu,vi2cwso nAwB NUENT WEDGE GATE o w�-Tarn( aTY�G) JJ- WN HIM TRAFFIC UD.BMOMG Prn DETAL v IX B•WALE^ Q Q IX WNER o =e > m ~p + 1] O ... .... IXELECIgICK.l:. F pi r 1. �1 +A a �J W9TALL 1T P%Y COALED MP- t5'BEND(MJ v MJ). + - - / Apl T - -<`-k+•r - �- _- _ :- - - �'�Gomm " m INSTALL 1Y EPOV UNFD COATED STEEL PIST=0D TO _ .c 11 BE HUNG ON BRIDGE PDEFNLS ON SHEET 15, INVANODE LEST nANNI PER DETAIL y W M N ® INSTALL 12•POLY COALED DIP- 11X'BEND(MJ x M.). . t .m..vn, { a -, _ E%IBIW0.BR CE A W INSTALL 2•NR MO VACUUM REL[E VALVE A SEMBLY T2 s - Bt#N 42#M i . 6};00. - 6 QU .. W ... .... Si. f(SEF NOTE 2) . _- _ a. _-,z ya 1 ' zml N PER qtt M 6N AM!CAPISIRANO STANDARD NQ W-IS. W 2 A .. A _ .. .. ... . ... .. -' O INSTALL 2•BLOW-OFT A55EMBLY PER aW M SAN XAN N= i- _. •; _ sF •.-•v: 'ar..r -s' ...,az ". . _ -- CANSMANO STANDARD Na W-11. INV_ .,n.�..._. ..- _ MEGA-BOND ND TRAX9TIM COUPLING F U IAM 2910 MIH SH """ r IX CAN MEGA-BMD CMRNG AND 316 XU1S 80.15.NU ALL .. ..__ _. ., .... BE COATED MN HDMMOLYMrn(TRIP 2AC 000 M EDEIAL). ' n '• R .. + N EX t2•WATER . EX 2t•SD. R/YI u mm R IX B•WATER m> `. + ® INSTALL 12•EPON1'UHEO AIN HATED STEEL-8V BEND(RG v RC). .. $ ...-.... ..... ....- ... ..... N- m �' C' m \. ® PROTECT IN PLACE EOMRNG CURB AND QUT . 4 Q REHOV£k REPLACE EX OMVEWAY PEA OTY 51ANGMOS RANCHO VIEJO ROAD �CREE R/W- © INSTALL 12• EXPANSION JUNT MEW IRM r -TEND 3 `CRFFJ(R/W 2-9NGLE BALL MTH MANSON MTH EPMY CWTNG INTERIM 2 AND&LOR M1H M-316 HUM AND BOLLS NUTS SH 1 BE 6 PPE DATA/SCHEDL E - RECYCLED w O q w OMATED LAYING LENOIH ySOLYYEA(IMPAC 2000 M EQUAL). 6 PIPE J BEAMNG DISTANCE GRAPHIC SCAit: 1•-40' CONTINUED BELOW LEFT 'g N 1411701•E J}604' N B6TY00'E Sams RECYCLED WATER IMPROVEMENTS (CONTD.) N W4B'001 W 10D.14' ON NSTALL 12•CMI S PIPE=00 BELUN GROUND. City of San Juan Capistrano i f H JWB'00•E li)Y O INSTALL tY CYLMC S1EII RPE 90'BEAD(MD N 4 WW W 6692' O2 RECYCLED WATER SUPPLY SYSTEM b INSTALL 12• RANGED S1EE1 C1200 9'0:.4 L+4', PER DETAIL N 48`0 E W 6m} W1B'ar 12" RW AND 16' DW LINE e NOTES N 4B' 00,44* R ,)"nNG SWEET Q PER PARSON DE LEUW,INC. CMSTRUCRM DRAWINGS RF cA6 DATE ANUMY 26,896 N 411700•E 4.ar zSTA 60+00 TO STA N 4R48 70+00 g ` }9.9r o £ ar w - 220 220 O .. ... .. . ... .._--_ _ .+... .. . ..... DID — O + 5.9.0059 7 NW { W Zwav { I .. } .. . .. . . . _ 2 ... i. .. ...... ... .. 200 N> l n Z I� 200 . iB ALL'IODD LF.OF 12' 0900 : .. . ... ..... .. ......... . I PROFILE HORIZ. 1'•40' VERT. 1'•10' 70 71 72 78 74 75 78 77 78 78 80 CONSTRUCTION NOTES RECYCLED WATER EAPROVEMENTS �j O1 INSTALL 12'PVC(C-900.CRASS 10%PURPLE). b ` TRENCH AND BEDDING PFR CITY OF SAN JUAN CA%51RM10 9 E%CATV FX B•WATER CC STANDARD NO.W-6 '$ EK CURB ry/JWW i�' Oy INSTALL THRUST POLY(PER OTY OF SAN LAN CAPI5 mo 5 ... .. �R/VE STANDARD. V IX 6A5 O INSTALL 12N POLY COATED DIP-43•BEND(NJ x NJ). ( INSTALL .5.1OR 2.SERNCE UNE AND BOX PER CITY OF SAN CAWLAN CAP STANDARD N2,LOCARON 10 BE •. - —.... ...._ -,--- ..., f �IX F]ECIRICM V£PoREO BTy aCIwTY 0.W-OF SMI LMI CARSIRANO. 35+ ,� '� IN ALL 2•BLOW-07 ASSEMBLY PER CITY OP SAN LAN 1 J - ..� C r • _— �_ 51RANG mANDAJO) m -- ' - .... Y. , ^ r,g__ :: L ~ j 7 .. .. ® PROTECT IN PLACE EMSRNC CURS AND OUTIER. Ex CABLE_, C .. � .R/W N `5 FX 1C WATER IX IEIEPHONE IX.6 WATER .. ... .. .. �` 71 'a ` ..L _, N IX 24'WATER -- RANCHO VIEJO ROAD IX 24'WATER Inn Yo O 4O GRAPI9C SCALE 1•.46 City of San Juan Capistrano PPE DATA/edmULE % PPE a BEMONG DISTANCE CURVE DATA TAME N WQ0OG'W 25.04' RECYCLED WATER SUPPLY SYSTEM PIPE e R *1157.2WRw N 5.4600•w ST.+B• 12" RW AND 16" DW LINE NOTES 17 22MB'ST 295O.OS N 48DI'S0'W 51.18' 8 1)EMmNG STREET T.PER PARSON DE LEUW.INC.COIBNWIDTIDN D WNGS RF11i15E DATEJANUARY 25. 1995 o STA 70+00 TO STA 80+00 ° 2)OLD 57ETT 9 PER C MANS RIGHT OF WAY NAP NO. TR-n. 240 zj4p I IX 6'RE4NMF0 WNTER ( . I I m i o T— — — — _J s.o.D149 h" 220 m .o m .. . . .. . .. g>�$ > M A> + 1 t Pw 20v w _W - ' ^< mg+ E 2 N 1H^� E ... . . .. ...... ... ... ........ _ . ...... ._ ....... ............ •• f t . ....... L�_yJ .Gr ...... J SAN m.�o� J ........ a ....... .. .. ... .. .... ...., f . . ...... _C. .. T J 4 I{ - MSTALL 535 L .OF 1T PN)090D { H PROFILE VERT. V-10' 80 81 82 88 86 88 88 87 BB Be BO IX EiEc.� Oe CONSTRUCTION NOTES IX CAN + CO RECYCLED WATER IMPROVEMENTS IX Ot INSTALL IT PW(C-900.CLA99 200 PURPLE). • V STANCH AND E PER dtt OF SAN LAN CAPISIHAXO IX 18'WAIFR 3 STANDNA NO..W-8a. 2 O NISTAL 1T P Y WASED DIP- 90•BEND(NJ A MJ). B'WAIFR CURB . . , O� SEJ.ER S.D.BOX 4'.4' \ b V O MSTALL 1HRIISF BLOB(PFD tltt 01,SAN JUAN CAASRLWO U STANDARD NO. W-14 AND W-15. DRAP ELECReCA WC SCALE 1--Q.8•GAS }�g i 16"WATER (� INSTALL 12'POLY CWTED DIP-45'BEND(NJ x NJ). iWAM -^' •- -- t '-' r b r 188' CLAAAD RAM O9 INSTALL IS OR T SEANCE UNE AND BOX PEN dtt OG SAN LAN c SIRANO STANDARD NO,W-2.LOCATION TO BE _ NRIMED BY dtt OF SAI JUAN CAPISIRAIO. •x %--' v..,...•Wt ._ :.__... ..x tl _._ JY- -.. _..__ ..._. a ;tr _ .._. .. ^s' ? ._ 12 CDNNECT TO EASING 8'WA1FR PER DETAL 12 u 18 ,... _-. -- :...,._,.t. _n y�� - .- - - © ftl ALL Y AR AND VACUUM RMU VA-W ASSEM%Y W -- "�' m.n 'x$ xx- a- •• « -(SEIgNOIE 2) : PER dtt Of SAN LAN CAPISDEANO STANDARD NO.W-15. ns $ - '^`^• x+`x- _. - ® INSTALL BLOW-DEF AA 11 PER CITY OF SAN LAN N _;,,' � •` .* ...... n -_—. CAPISIRAN NO+O STANDARD N0.W-11. U IX-TEIERNONE .. EX �N m 2t'WASER" $$ 66 ..., +m IX CAN d r ' ib 9 2m 1 RANCHO VIEJO ROAD N City of San Juan Capistrano PPE DATA/80IWDUIE PIPE BEARMG dSSANCE CWVE DATA TAME N 2114'49'W 195„F• RECYCLED WATER SUPPLY SYSTEM PIPE A R L T N OSD'J2'E SB,• 12” RW AND 16" DW LINE P 18 2202YJT b.OY 115).28NOTES ' SB8.1 B' N B93T2B'W J.9J• k • 1) STING SIREEi E PER PARSON M LEUW.INC. CONSSRUCl10N DRAWINGS RE PAs DATE JANUARY 25 1995 9 i FASTA 80+00 TO STA 85+29.38 2)dD 9IPF£i @PFA CAIMANS PodIT('F WAY WP Mfl 1R_Ti n _... .. IX BIKE PATH .•' •. LWDSCAPMC 6 .. .•. y -_.... � EDGE OF B9R PATH 2'-0. ,. TH HIGH 1RALF1C IID. BONgNG PER DET •.1S __" W ALL __................._-______ -____ !,. • dSWARGE TO FX WTIFR. WT FWSI W OURB FACE METERING VAULT OR APPROVED EQUAL x T Ofi INSTALL UTWTY VAULT PRECAST SPECIAL B'x 1 9]WES ETEM ----�_ _, - �,_ .• " .� ` 1S RUiTALl-leAG).X e'POLY COALED DIP ECL41118C REDUCER INSTALL 6'RESUENT WEDGE GATE VALVE,FlAHGED.NRS _._ - _.... .... ` _ 1 IB I �31 ..... T ' _. _. _.... 8' 4 WTH NAHDWIEII(RG x RC). •+ 31 ro � TYP, 18 INSTAL.12'MINNUM C PACIFD 3/a•Rd](BASE. REOCAM '1 a 17 WISTALL w SENS15 TURBD YEIER)m-2DOO OR,OR APPROVED /0 1{ 1 Y-0' EQUAL PER S9ECIFlCADOx 20)-3>. 1S "CC..11 — Ems.u8.m' 18 12' IB INSTALL MC INURE GAN MODEL ANC 150A OR APPROVED EQUAL- INSTALL QUALINSTALL GALVANIM S LADDER MDI LADDER-UP. OO ALHAMBRA A-5100 OR APPROVED EQUAL ATTACH AT TOP, 2'-S• BOTTO.AND TWO MIEfWMATE PUNTS TD VAULT AND 1a MW. -2a• I� UtADE RINGS B 17 L-21' 1� L B L�12' "`� L-Ba F.F.EI£V.22).06' ® INSTALL WBMERSIBLE 9JYP . BARNES MODEL SE511A OR �" L-15' L-15' APIROVEp EQUAL PER DETALL o J1 TO BE�� INSTALL 8'SCH. 80 PVL AIR 13T UNE PER DE AH- 13 :: __...... _.. -..._. �. W15TAL1 Z.551. b PVC SJYP gSUfARUi PI%NG 1 t 12 0' 1� IX GAS TO BE 18 ©5 INSTALL 1B"x 18'sump MT1 IRATE AND MME, A HAMBRA 21' 1 RELOCATEp NO. A-2010. ©6 INSTALL S8'UMIEIFA MANHOLE FRAME AND COVEN 1RAFFlC IX BIHE PATH 8-lY RAM FOR H-211 LOIONG SECTION B-B 3 ® INSTALL WALL PENEINADON PER DETUL G Ile-1' 11 ® INSTALL V UP 5P0.Y(RG z RC). LENGTH-PER PIAN. METER REAgHG INSTALL SDR MA TOUCH-READREAD WTUTATEO SYSlE4 PER ARUFALNRER SPEOFlCARONS EX.CURB ... __. ® INSTAL L ADJUSTABLE PIPE SUPPORT PER DE AX. a 1] PLAN VIEW 3+ INSTALL 6•sWmuLE m PVC 9D BEND. INSTALL PER OTY 01`BAN JUAN CAPISTRANO STAND W-16. ® INSTALL 12"UP SPOOL(RG v RG).LENGTH-PER PLAN. ® INSTALL Y CORPOtATION STOP A59NBLY Will T'BALL VALVE: 6-xY IP DOUBLE STRAP BRONZE SAVO E WTH 2'OURP STOP (MIP x RP)WTH BRASS PWG PER MMW1 STANDARD NO.W-3 G RECONSTRUCT E)OSTINC AC BIKE PAM PER REQUIREMwTs OF cslc MNWD WATER IMPROVEMENTS EX�AM F7 BPV 1 6.56' 17.}. ... ...... INSTALL 8'UCTAWC CWRINC ADAPTER,SLIM GLAIR 912 OR APPROVED EQUAL ® RSTAL-6-UP SPOOL(RG x WPI C).LENGTH PER AN. _—r ® INSTALL 12'x 6'POLY COATED UP EO MC REDUCER(RG x RG) 1B' ® INSTALL 8'MNGED PRESSURE SISTNNNG VALVE,Q -VAL YODEL SOG-USEKC, WTH UMIT WlUH ABSENBLY MCUFL X106LOW OR APPROVED EWAL T L-2{' 14 14 ® INSTALL 1'x 1'CONCRETE BOX FAL ALUMINUM DEAD 00DEVRX ROTH FR L-AS L-I5' L-5' 31 1 LAND RECTN1WLAR UD.PPER YNWD USxEQFlCADONS FRAME COVER RE IBM 1 1 1 ® PRECAST CONCWTE GRADE MNGS(S DIAMETER).QUANRTY -2a' AS NECESSARY. T_0• Q F1EV.328.55' ® INSTALL UFTING EYE PER DETNL e T3 7 2-6. 31 1 t8' bM MRO CSJC 30L-2e S F.F. DEv 227.08' .0 . . z 18 m� X F.F.ETF'22¢.56 City of San Juan Capistrano ,a• RECYCLED WATER SUPPLY SYSTEM e SECTION A-A /1 VAULT DETAILS 8 NOTES SCALE: 1/3'-l' N _ ,)ENSRNG STREET t PER PARSON DE IEUW,INC CONSTRUCOOW DRAWRGS RELEM E DATE JANUARY 25.1995. .. IX 12'11W DP _..._._...___ _..._...... . _._.. ___ .._.......-_._____-_ 3 INSTALL THRUST BLOCK PER CIV'6 BAN LM CMISINARO STANDARD NO,W-14 AND W-1S 4 5 © INSTALL 12'RESUENT WEDDE DATE VALVE PER QTY K SM LM CAPISRMO STANDARD NO. W-13x PLG) EY-tYM UNA WRWT MxA 1]A.BINDING PER mE 7 INSTALL 1r P0.Y COATED DIP TEE(HA X FI13 G. STA 16+00 - 11 INSTALL 12•EPO%Y UNED AND COATED STEEL PIPE CL200 41 10 1 A 32+I8.88 _ _ TO BE HUNG ON BRIDGE PEA DETA63 ON SHEET 15 BEGINING OF DOMESTIC CONSTRUCTION ` 5 APPROVED D U&( G ADAPTER DRESSERS E 127 DR 1 15 DETAIL AT RANCHO VIEJO ROADsrA1s+655.69 MPROVIL EQUAL(RG x Po) STA 32+27.12 a INSTALL ANODE TEST STATION PER DETAIL 13 16+00 DWDOMESTIC CONNECTION DETAIL AT ® INSTAL Ir q STEEL PIPE CLOD SPOOL( G x WD)- MNWD CONNECTION NOTES SCALL: N.T.S. 1z RANCHO VIEJO ROAD LENGTH-PER PUN. STA 48+77.92 ® MSTALL r AR AND VACUUM 10JU VALVE AS4ARLY 1. CONTRACTOR AND TIE qtt X SMI LAN GPIBR ANO SHAG - 32+48.69 DW PER Ott OF SAN JUAN CAPISTRANO STANDARD NO. W-16. SUBMIT A REQUEST M NRITNG FOR SPIT DOWN M tr RW PIPELINE AT LEAST FOUR(4)'A S PRION TO BEGINNING CON51RUC11ON� SCAE H.T.S. 1T INSTALL 2'BLOW-OFF ASSEMBLY PER qtt OF SNI LAR OMPLEIED TO TIE SATWACTON OF THE qtt FMGI . CAPISTRANO STANDARD NO, W-11. 2 NL NNW VALVES SHALL BE OPERATED BY MNWI KIMONO- ® INSTALL 12'MANSION CQUPLMG EBBA IRON 1100 WIN ONLY. MEGA-BOND COATING AND SS-316 NUTS AND BOLTS NUTS SIAL E%9®fE BE COATED WTH FWONOPoLWER(THIPAC 2000 M EQUAL} ]. NO FAQUTYCA S(ALL BE BAC 2 TO UNNL INSPECTEDINSPE BY MAW) PFASgMEL CAL(W9){25-SS32 TO Stl[WL£M9'Ecnd. Z,D 3© MBTNI 12'EPDXY UN®ND MATED SnF1-M1'BEND(RG x RG). 4. THE EXISTING 12•RW PIPEUXE SIAL BE RE UIWIED TO 41 INSTAL 12•DP Sb (RG x PES LENGTH AS REQUIRED. SEWCE WTIM TWO(2)CALENDAR DAYS OF SHUT DOWN. ` ' R/'M FdERIDGE.._. {3 INSTALL 1r FLEXIBLE EIIPNISpN TH MEGA ON FTE%-TEND .. MARNG2-314�BALL. ADF1 HTfLO WTI SS-316 n D BO XY VIA ESCOLAR CONNECTION DETAIL ----- roATMG MTERIITR Aro ETgERIOR OATH ss-]16 XMTs,vD BaTs STA 10+00.00 J 1 1 BTA 6"SSA �' ] MUM'HAL BE GOATEE WTI f1ADROPOLYYER(IMPAC 2"OR 12 SCNE N.T.S. Y 11-- 15 � © INSTALL 12'dLet STEEL PIPE L1100 BELOW CRQUND. •L-T SIA 68458.]1 IX 6'DV B•ItW _ _ © INSTALL 12•Cld t STEEL PIPE 90'BEING(WILD a 1&0J 4] EX o � INSTAL 12*RANGED SME1=00 SPOIX L-4'. .....! IX9M6Aq: . .._ E1fl { - - ® IXSTAl IY%6'PoLY COAIEE DIP RI1Lmt(FGD z F1D). A � 4fa- DOMESTIC WATER IMPROVEMENTS ` eAMFW WXWwNDMc STING as ' ® wsrALL le•PSD(c-9Os,cuss=). TPENcH aDxD mdwwruM � SECTION A—A SMI�ARO NDO.�'8. a SAN LAN cAPIsrRARD s--.Doze GIAAc SCALE: X.Li _ _____— © wSTAl TIIINST BLOgf FFR Litt OF SAN LAN CM151RIW0 CONNECTION DETAIL AT STANDARD NO,W-14 AND W-15. TO MISSON NUS GIL 44 .."+ •` ® INSTAL TEMPONMY r BLOW-OM ASSEMBLY PER qtt OF OM—PIPE BRIDGE CROSSING ELEVATION STA 8N HILLS DR. sw LAR CAPSTNMO STANDARD NO. W-S STA 69+55.71 B STA 85+29.38 /� INSTALL WHO FLANGE FOR FUNRE CgINECnON. •] SCALE: N.T.i 12 SCALL N.T.S. 13 © REMOVE BLIND BINGE AND THRUST NUM AND CONNECT TO USING 12-WATER(ROPE AS REQUIRED). n_ © INSTALL 16'P0.Y COATED DIP 11.25'BEND(MJ x MJ) 45 11 V O INSTALL 18'z tY POLY GOATEE DP REDUCER(FGD z fLG) SUOPE_M EDl.OWB®4E..._.._..... __. MNWD WATER IMPROVEMENTS ® INSTALL THRUST TU%M FER MNWD STANDAR NO.W-12 INSTM x 11...... _._......__ >_.... % STANDL 11'O.W-5(UG x GALE VALVE PER WNW ] STA 67+45.28 11 STANDARD NO.W-B(FTA x RC). 4 a IX WI 1® M ENGH Ir PVT(C-BOO:gA55 200.STANDARD N � IRENd AND BEADING PER MNWI STANDARD NO.W-11. 19 L- 2S - 11 INSTALL MJ SgID SLEEVE LONG BODY CDIPUNG. STA 67+1U6T B B `4 GMUWC PTE S- �o _ _ City of San Juan Capistrano SECTION B-B SCAE: N.Li D"A Esq RECYCLED WATER SUPPLY SYSTEM dmG PPE ! CONNECTION DETAILS s BRIDGE CROSSING ELEVATION 9 STA 67+45.26 0 oio 'SID. WT. STEEL RPE WWALL _ F o n TIE FlElb I t/a'POLYEMYTENE I � 7°� 14 SAM-IIP ROD 3/18' 2'RADIUS •I 3/{'NUT- TACK WELDED PPP < - TO PUTS O 2 PLACES w.) )/B'DIA.PULLINGPULLING�r IRON LET1 RECESS —STA 7/8' RPE rc SADDLE SUPPORT. ANW FlG 2 W SG x 8'CLTHIMAPPROVED EQUIVALENT POLYURETHANE 0]NT CONC, PA - ASSBCOMPANION IANCE ELGALVISANCHOR BOLTS WITH . t SEALENT CWC ENCASEMETT-CC 8'PYD SCH. BO PPE DRILL o { r _ ' N ARMORS .,.�.: GROUT n d S O 1 DIM. WEEP HOLE I .� .... DRNN ADJUSTABLE PIPE SUPPORT a LIFTING EYE i TON CAPACITY 3 SCUE N.T.S. 3 DRY PACK GROUT +; u� ^�i SLOPE DOWN $CME N.T.S 13 ,M BIKE PATH A\EE SVBDRAIN -�- PIPE PENETRATION DETAIL AIR VENT ASSEMBLI� 2 STEP I STP 2 STEP 3 HANDLE �� SCARE N.T.S. GRAPHITE 13 SCALE; N.Ts. 13 STARTING FOWLER METAL POWDER msC ARGE TO m 3 METAL CSC CUT1ER PFR DETAIL@ ��Ej M WAPHITE MOLD Ytlr IN AREAS WHERE NO CURB OR BEM EDSTS, CLEAN SURFACE TO STRIP NSIUTON IN AULTHEO IS 3-G fl ANI STEURSEL AND W11Et, AND PETAL FROM LERE r INSTATE ONE 3'GALVANIZED SIFFL POSTHOLD AT ONE ETI WRBUTY OBRA PADYELLOW)N ANO CLEAN WTH MOM OP OPENING SLES OPERATION AT ONE CORNER I CWWEIE NC ON TRARIC FRIW WERATW MND 2' OCH. BO PVC DRAIN LINE a SIDE. GRA IST, 24'W ABOW G 2' IGNITE STARTING PONDER UNION BELOW GRADE AND,EXIENO s MOVE WADE NARKED W TEST VELD CAP 40�MINMSCAP CONCRETE PAD 3'SQUARE x B' STEP 4 2' SS PIPE BRAMET O S'O.C. CAUTION CAUTION CAUTION CAUTION THIM IN UNPAVED AREA WLY SRIF e BONED G1HOgC PROIECTIW UNE BELOW- WRSTY 05 TRAPTTC4 2' PVT:BALL VALVE BUIRED CATHODIC PROTECTION UNE VALVE BOX Z'PVC WEIX VALVE SEE DUAL LLFT UNION FMO E SLAG CONNECTION MY,COVER ACOWNEC�IIW SEE NT ETR CEMENT MORTAR Y PRE-FORIAED SEE NOTE 4 ALHAMBRA FOU MY A-2010 GRATE WARNING TAPE POLYETHYLENE 8'MSE,MINA LRD. \\/ : \ ° \\/\\�\ (LENGTH{'' APPRO%.) AND FRMS W MPROVED EQUAL WRNN1E11 CWIWUWR.Y LENT: CAUTW.BONED ZATHOOC PROTECTION UNE BELOW IN BLACK \/j 5 LEAD TERMINAL BLOCK'BIG 4OyR SIOWry 5 FOR HORIZONTAL 9UIffACES,FOR VFRTCM SRffACES FINK W TEST STATION'BY GOTT 2' MMIUFACTUNNG BLUE W COLOR ALLSIDNEE IS SHALL B. SUBMERSIBLEARNM DEL PIWP. • 40 PVC RPE 2 ME WE FIDS COATING BE B NOTES MMT,MINIMUM. BARNES MODEL SE511A. 3.REMOVE EOSTNG GOATEE AS PONE MOMNIM RPE 10 D GRIND HEAD-ISFT,ROW-20 GPM INSGHT METAL CLEARN STEEL BY LERE BRUSM MEMOS AND E TO WAlEt11WT COMECTIW BWQR PETAL NG TOLE IN NSTALL NCE USING THE REMOVE E%ISIING YWTM CLEAINIS AS REWIND TO A180-AM WELDING PROCESS IN ACLORpANCE ETI ERICO ENW.SPED NOTES .5 1. CONTRACTOR TO RIPPLY ALL 7 SCI. GO PVC RPE, PRIOR BLOND. TW.HGRIND W STEEL ETI ALLOW B R YW A180-ADS. 1,550 FlT11NG5 AND BRAOQTS REgJIRED TO ROUTE THE ONE BRUSH WET1CO MID ESS 110 BNWT METAL SLACK L O LOOP {. ALL E2 GOAT METAL f51RUC1ME, MALE,G WIID)$HALL BE COVERED IXRMN PIPE FROA THE VAULT TO THE CURB FACE. PPoW 1D Wf1TXNG.ATTACK W1X6 TO PPE USING ETH 2 COATS Ti PCM E MO RT ELASLING AL EOD CAP. RESTORE IX A EFROC WELDING NG SPES IN TON A 16CE ( ALL QUIRES) RPE COATING MTI CEMENT MORTAR,FlLLWG ALL QUIDS. 2 SUMP PUMP TO BE INSTALLED PER MANUFACTURER'S LElH EWGO ENGINEERING 9�EgFlCATW A 18PA05. RECOMMENDATIONS. GOAT EAM WELD LETT A ROYSION'HANDY CM'NO 2 µT STRAND W.MRE IN ACCORDANCE WTH EXOTHERMIC WELD SUMP PUMP & DRAIN PIPING DETAIL 5 WED COVER AND RESTORE RPE COATING IN ASIIM B-8, WTI MOPE NE UUTON COMPLYING ACCORDANCE MTH WEMICATONi 12'CLLMC RECLAIMED WATER WTI ASTM D-124B WAGE E5.THE CARE RIALS SCALE N.T.S. SCALE N.T.S. 13 BE SURFACE PRINTED WTI THE CONDUCTOR SIZE GST IRdI THE MMUFACMRR, AND HMWPE GATIOCC TRAFFIC COVER PROTECTON LABS'.NO SPLICES PERMITTED. YANfED'W IESY /2)STRAND W.ONE N ACCORDANCE LETT /SHY B-IL ETI HMWPE INRIUT E LOWLYING ETI ASM D-124B GRADE THE CO GHT O SHALL BE SURFACE MPRINTEDANUFACTURER, ETH TIE CWOULTN TIMMYCHRISTY VA SIE,THE MANUFACTURER,AN0'HYWHE 1RAFf1C VALVE BOX PERUSED PROTECTION CABTC.NO SPLICES VO.D. PERNITED. SOLD COPPER REMO.E EXISTRG MORTAR COATING AB REWIRED TO BUS TERMINII FADUTATE INSTALLATION.OEM SURFACE WTI WK INSTALL S)HIQi P MODE C ANODE D E LB.(130 BRUSH METHOD AND WIND TO BNGIT METAL PRIOR TO U BAGGED)HIW INN ZNC MODE BACG.INA WEIXXG ATTAIN CORES 10 RPE USING IXOIHERYIL BAf]61LL W CALgUM.BENTWNE AXp GIPSJM, WTI NO.12 W 140 PROCESS IN A ANCEWTH DRUM BRASS TAG(lYP) SOLD COPPER LEAD NRE.BURY ANODE IX YERTCAL ENGINEERING WEORCATW A 180-AOS.GOAT UW STMPED M SHOWN WTEER PPFOORR TTOA A MFlOOE 1H A MN.W 20 CALLOxS OF WED WTH A ROYSTON 'HANDY CAP•W.2 WELD COER ctzn WA TAKING CMETO DOME THAT ALL EXPOSED METAL IS 12* VALVE8ity of San Juan Capistrano y N.T.S.x.T.s BE 3LEM PERNPIPE8!I-ARRGGR�D�� FM PIPE DETAIL 16'SMALLER�1ff APART. N.T.S. RECYCLED WATER SUPPLY SYSTEM VALVE BONDING DETAILS , MISCELLANEOUS DETAILS ANODE TEST STATION WIRING DIAGRAM B SCALE: N.T.S. 3 N ! SCALE: N.T.S. 1] Z O t04 BARE COPPER a�OBO: (x iNFONA cD aan9lGFxB w. p ? -'' 3£NOTE s ` e 3/a•C-TY.o/12 IX BIKE PAIN UTIIMAA�W-uz 12O0.M M MPWVEM `. Tn'L(i`..N 3 MAL V 4 RAN AyTMI "TFAN SEE NOTES S) PROMDE WEA HER YAOOF 9N dEs NEM HATaI WI NNG ONE FOR LIGHT CWTROL AND ORE FSR VINT FAN CONTROL(MANUAL l : f MOTM sTm;m). 4) MMX BREAI(W SHALL 9E 42000 NC �� _ _- _ MINIMUM.BR.WW OIKUIT BRE S INIAL p/I+i _ .--"3/CCn'4rr .__ __ __ _ BE IN MRIM RATm. ' -. - B) WE WCL SEAL AT C(NWIT SL]MCE 2 G-1 TO TRY. MILL 1/4' qNp CONNECTOR `. 2 'f IN BOTTOM W BOX MFID IIdE _ a4B•/JT a _ _ _ LJ -__-_ r ._. --.�.v + __. NOTE i • _ _• _-_ ... --�✓'w �_ 1 � _ ' - ..... EX 1E1F/GIRL£ M ILASF�MMER TO CL .: ...... �ro BE NELOCA= t :T V Bm INCN LUDING 1RIDI !6B]C01% __ _ _ V� PFA SW dEW-GA`'!EIECIWC GQ > ::: � _- t � � "_ -•.. . f R - MCCATEM - [SAI CROm CURB - - gP - -^— METER VAULT — SITE PLAN ''-1' 4 SCALE NIS 14 SEAM(£,NOTE sTOMCE k MIMFUNG M CIRINET MIMR% MODE1 No.MEUCV310D aCONBUITeM ui a�MATC o STANDARD ABBREVIATIONS iz°w�av°cER M .lypA aRWIT BREAKER RIPPER NUMBER M TRIP RATWO AfF A��fEGSAm ROCy MOP :) (LONER NLRUDETf a NU191t O POLES G CQIDU17 140/340V.10.SW,IOM Ws C.O. CONDUIT ONLY CONTACTOR IN RELAY COL lET1ER M D OATH IX FYIBD2121 20A 2M 2DA NG 1P 1P TP 1P 'O NUMBER Is DEBIGNARCM Fi MON. FEE£OR FOOT MTRWCTTTIW GAG OR' IP OIC Y G MIX e -. . GFM (ROAD FAULT WIFARUPIFIR CIRCUITY FWA1 IOOiE sNTOH.lml L POE,SNCL[1NROX Nat• NWEs OR NCI T UPHT No CR/ NaRFA RELFP gECPTA sD WME A ORIMORT M TURF V VOLTS WINAm MAN ORW1T WP Wi TINCEPOGF ellA k MIXINO A00 —T— TFIERRONE CONDUIT. '-�-__ - BRMW MMJlT SIEAIEEAS WATER RRNG TO SUMP MMST LT h COdMT SENDING.DOWN �J PUMP FM CD RE UIUDFAGRWND M c MALm 00N01PT NON—IRlw TP a• TO sPN, SINGLE LINE DIAGRAM GROUT HTS �CQlCXT ANISHm MAX .P - YMUK YOTat STARTER _ N $M L a DT jr City 0f San Juan Capistrano 04 111 TY EAa — — _ oNEcnaN e a ( e fWA�MT ' B"R"°"° RECYCLED WATER SUPPLY SYSTEM r CCRUDUIT - — ..-- - ----- --- - ''-- TO URLITY CONIXT GRalro RODELECTRIC PLAN � TUB OUT I. TO VAULT Z S SERVICE & METERING CABINET ELEVATION a o 4.4.4 0 VY-O"M E:QSlING HAN6jFt I--- L 044 0 10`-0`OC �ONORETE DE0( PLATE IZ-XI2'�/8- SL.AB SO w ----------- ----- r,sx�S��l f�� W7 h HAN ------ --------\ ------------- 79 54 HOT-UP GA-VANIZE All STRUCTURAL MEMBERS PLATE j.+4j MIN BRAM 0 WOC MAX&AT TURNS AND END 0 r MIN ZMA 12' IN MIN S OF PIPE& ;H ------ 7WNA� 1 3/4'.(TYP.) NV HMIZ SEISMIC MIN 1/4 w BRAX MIN T 81 54 BO-T THRU SUPPORT AND FLANGE MAXI-BU-TS SHA�BE MANUF�AMRED BY DRIU.CO ELM WEB SITE, AVAII-ABUE IN WST COAST FROM: DAMS TOOI-COMPANY VARIES 71�549-7725 54 64 w Ir MAX SO AS IT m THE MM-SO.T SHAU-BE INST�IN TIME STEPR (F'OR ADOTTION& A- NOTCH ANW.E INFORMATION ON INSTA�TION&REMOVAL REPEIt TO THE IMES SITE) S-2 IIZ* ADMST 1/4 TO 1/—TO U.EAR NOTE& MAINTAI 1. A HOUE IS DRIUUM IN CONCRETE WTH A�BIDC MT. DMU�RESAR RE'= I N TOP UEG REQUIRED EATER ST.OR DIAMOND mial MT. 1. HORIZ ffi� NOT SHM FOR U.ARITY NCRMA-TO ME r,— I THE HOUE S UNDERCUT USING A�O UNDERCUTTING T00- SE=N �VATICIN 3 THE H� S OUEANED Ol'CONCRETE WST AND DEEMS USING APPROPRIATE 2 3. CONCRETE ANCHORS 311 2 (m) MEANS SUCH AS A BRUSH.UL-FREE COMPRESSED MR OR BY V�UMINQ p! 4. THE ANQiOR IS SET By DRAWNG THE SlUID AND Q)NIM NUT INSIDE THE 3 EXPANSION SLEEVE FOMUNG THE EXPANSION�TO EXPAND -ATERM�Y WITO THIE UNDERCUT PORTION OF THE Ham TT ELEVATI & THE MATERIM-TO BE FXSTENEID IS=ATED AND THE STUD TENSON0. LMER PIPE SUPPORT -NM= 1. M�MATERIAI-AND 110ORK SHM1�F`OFNI M THE AIM SPEM�Tlffi,UTEST EDITION,FOR THE DESIGN.FABRICATION 1. HOT-DIP GA-VANIZINC SHAll CONFORM M THE REQUIREMENTS OF ASTIM AND ERECTION OF'�STED.FOR BUIUMNGS. STANDAR A1�89 WTH AN AMERAGE WEIGHT PER SQUARE FOOT OF 2 z STRUmRAI-STEE]-SHAu CONFORM TO ASTM AzM. w SO OUNU� AND NOT UESS THAN 1.8 OUINCES PER SQUARE MT. I SOt.T WACING SHAI�BE 3 INCHES.UNLESS NOTED OTHERWISE. I AREAS M GA-VANIVNG DAMAGM)BY M3-ONG OR BURNING.OR OTHERWSE V-O' IO'-W lw-r 101-W [IAMAGEO.SHAL-BE REPAIRED AND RE-WATED. 4. MINIMUM EUBE UsTma(DISTANa�UENTER U,ST M NEAREST EDGE OF�TE OR STRUCTURAl-EI-EMEMT)SNAIL BE 11 I AU-ASSEMBLIES SHAl BE HOT-UP GA-VANIZED AFTER FABRICATION. INCHES FOR I INUH DIAMETER BO-TS UNLESS NOTED OTHERIMSE. TYP HORTZ SPACE WAUNG 4. All S1RUC7URM-MEMBERS AND CONNECTORS IN CONTAU MTH SOIL SHAU- 5. &1 STEEL MEMBERS SHAll BE SHOP HOT-DIP CA-VANIM AFTER FABRICATION. BE STAINUESS STEIU,TYP 316. PIPF S(IPPQRT qPACING 211*-0' 4 15 q cNEEx EX BRIDGE I t—, - 5 &oKm mm -—-—-— - --—-—-—-—-—- --—-—-—-—-—- ----------- ------- 4 COA"— TO SHT. a'M STEEL ME, 12 fOR DETAI-S PROMME HOMZONT 1. SUPF'ORTS ON EITHER SIDE OF P-AN9FS PER DETAL�D EI-EV.201.17--- cm�PIK PETER TO SHT/ CMI� - --------.... TO SHT. 12 FOR DETAI� WE 12 FOR M7AA-S + TO MA ESMMt City of San Juan Capistrano RECYCLED WATER SUPPLY SYSTEM PIPE SUPPORT AT THE BRIDGE PIPELINE LEVATION z PLAN ECTIONS & DEfAILS OL 2 S ml 32400PASEOADFLANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 (949)493-1171 SAMALLEVATO DIANE SATHGATE (949)493-1053 rAx WYATT HART www.sonjuancapistrano.org 1776 JOE SOTO DAVID M.SWERDLIN November 16, 2005 PSOMAS 3187 Red Hill Avenue Costa Mesa, CA 92626 Attention: John R. Thornton, Vice President/Principal Dear Mr. Thornton: The City Council approved a Personal Services Agreement related to providing plans and specifications for the Recycles Water Supply System project on November 15, 2005. An original executed agreement is enclosed for your records. Thank you for forwarding documentation confirming current compliance with the terms of insurance under your agreement with the city. Please keep in mind that should this documentation lapse, all work under this agreement must stop and all payments will be withheld until we receive proper evidence of insurance. You may proceed with work under this agreement in coordination with the project manager, Eric Bauman, Water Engineering Manager (949) 487-4312. Thank you, Meg nah n, CMC Cii lerk _c C., c: auman, Water Engineering Manager Amy Amirani, Public Works Director San Juan Capistrano: Preserving the Past to Enhance the Future wm.y�d�' 11/15/2005 AGENDA REPORT D7 TO: Dave Adams, City Manager QtP FROM: Amy Amirani, Director of Public Works SUBJECT: Consideration of Agreement for Recycled Water Supply System (PSOMAS) (Project A5 of the Recycled Water Master Plan) (CIP# 755) RECOLMMENDATION: By motion, approve a Personal Services Agreement with PSOMAS in the amount of $143,698 for Civil Engineering Design Services for the construction of a 12-inch pipeline connection to the Moulton Niguel Water District system. SITUATION: Staff is requesting approval of a Personal Services Agreement with PSOMAS for the construction of a connection to the Moulton Niguel Water District (MNWD) recycled water system near the intersection of Rancho Viejo road and Via Escolar, a metering facility near the aforementioned intersection. This project includes the construction of approximately 7,500 lineal feet of 12-inch diameter pipeline in Rancho Viejo Road from the metering facility to the City's recycled water distribution system (Attachment 1). The water purchase agreement with Moulton Niguel Water District is discussed in a separate item presented on November 15, 2005, for the Council's Consideration. The pipeline from the meter to the existing recycled water system will reach planned recycled water service areas identified in the City's master plan. In addition to the construction of this project, and in order for the City to fully implement the use of recycled water, the conversion of non-domestic water services to the recycled water service will be necessary. The cost of the conversion is included in the fiscal year 2005/06 budget under CIP 789. Staff will solicit a separate project for consideration at a later date. The Scope of Work for this project includes preparation of engineering drawings, technical specifications, and bid documents for construction of the meter and pipeline connecting the MNWD recycled system to that of the City. The work associated with this project includes evaluation of alignment alternatives, determination of easement requirements, survey, environmental study, geotechnical evaluation, final engineering design, and other tasks related to the construction of water system improvements. Agenda Report November 15, 2005 Page 2 Staff solicited five engineering firms to submit proposals to provide services as required: AKM Consulting Engineers, Dexter Wilson, Huift-Zollars, PSOMAS, and HDR Engineering. Dexter Wilson and HDR, after reviewing the issue, declined to make a proposal on the grounds that they could not adequately staff the project. Three proposals were received. The proposals are listed in the table below with the time and cost proposed by each firm. Firm Time to Complete Design Cost Estimate PSOMAS 3 Months $143,698.00 AKM Consulting Engrs 4 Months $197,362.00 Huitt-Zollars 3 Months $369 The proposals all provided the work requested in the RFP. Staff recommends accepting the proposal by PSOMAS. COMMISSIONIBOARD REVIEW AND RECOMMENDATIONS: The Water Advisory Commission reviewed this item at its meeting of September 27, 2005, and recommends award of the contract to PSOMAS. FINANCIAL CONSIDERATIONS: The FY 2005/2006 Capital Improvement Projects budget CIP No. 755 has $1,000,000 for this project. ENVIRONMENTAL CONSIDERATIONS: The preparation of engineering drawings, technical specifications, and bid documents for the meter and pipeline are not subject to review under CEQA. When the design is complete staff will recommend a finding that the project is categorically exempt from environmental review pursuant to Section 15301(b) (Operation and minor operations to existing public utility services). NOTIFICATION: PSOMAS AKM Engineers Huitt-Zollars Agenda Report November 15, 2005 Page 3 RECOMMENDATION: By motion, approve a Personal Services Agreement with PSOMAS in the amount of $143,698 for Civil Engineering Design Services for the construction of a 12-inch pipeline connection to the Moulton Niguel Water District system. Respectfully submitted, Prepared by, j4W I O*Vot-�� �rl� 't'::4611" Amy Amirani, Eric Bauman Director af Public Works Water Engineering Manager Attachments: 1. Location Map 2. Personal Service Agreement Recycled Water Supply System connection to MNWID System ,,, A l' , �\ � " and Meter on Via Escojar- B 7L 7. 12' Pipi,line in T Ranch Viejo Rd. -------- ------- connection to CSJC System Hills Dr., ATTACHMENT 1 , PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made and entered into this day of 1 2005, by and between the City of San Juan Capistrano (hereinafter referred to as the "City") and PSOMAS, (hereinafter referred to as "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide plans and specifications for the Recycled Water Supply System Project; and WHEREAS, Consultant is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by Consultant shall consist of those tasks as set forth in Exhibit "All," Described as PSOMAS's letter to clarification to its proposal dated September 20, 2005, Exhibit "A2" described as PSOMAS's proposals for the Recycled Water Supply System Project, and "AY described as the City of San Juan Capistrano's request for proposals dated August 19, 2005, attached and incorporated herein by reference. Consultant warrants that all of its services shall be performed in a competent, professional and satisfactory manner and in accordance with the prevalent standards of its profession. Section 2. Term. . This Agreement shall commence on the effective date of this Agreement and services required hereunder shall be completed by no later 120 days from the date of Notice to Proceed. Section 3. Compensation. 3.1 Amount. Total compensation for the scope of services for this Project shall not exceed One Hundred Forty Three Thousand, Six Hundred Ninety Eight Dollars ($143,968.00) 1 ATTACHMENT 2 as set forth in Exhibit "B," described as PSOMAS's Fee Proposal, attached and incorporated herein by reference. 3.2 Rate Schedule. The services shall be billed to the City at the hourly rate set forth in Exhibit "C," attached and incorporated herein by reference. Included within the compensation are all the Consultant's ordinary office and overhead expenses incurred by it, its agents and employees, including meetings with the City representatives and incidental costs to perform the stipulated services. Submittals shall be in accordance with Consultant's proposal. 3.3 Method of Payment. Consultant shall submit monthly invoices based on total services, which have been satisfactorily completed and specifying a percentage of projected completion for approval by the City. The City will pay monthly progress payments based on approved invoices in accordance with this Section. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. 3.4 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to City. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of City, and shall obtain no rights to any benefits which accrue to City's employees. Section 5. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will 2 be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Changes to Scope of Work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the proposed construction site, including the location of all observable utilities, and is aware of all observable conditions there; and (3) it understands the facilities, difficulties and restrictions of the work under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. Section9. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work Product. At the completion of the contract period, Consultant shall have delivered to City at least one (1) copy of any final reports and architectural drawings containing Consultant's findings, conclusions, and recommendations with any support documentation. All reports submitted to the City shall be in reproducible format. All services to be rendered hereunder shall be subject to the direction and approval of the City. 3 Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. City's reuse of such materials on a project other than the Recycled Water Supply System shall be at the City's sole risk. Section 13. Indemni . Consultant agrees to protect, defend and hold harmless City, its elected and appointed officials and employees from any and all claims, liabilities, expenses or damages of any nature, including attorneys' fees, for injury or death of any person or damage to property or interference with use of property to the extent resulting form the negligent or other wrongful acts, errors and omissions commifted by Consultant arising out of or in connection with the work, operation or activities of Consultant, its agents, employees and subcontractors in carrying out its obligations under this Agreement. Consultants liability hereunder shall be limited to the grater of Consultant's fee or $50,000. Section 14. Insurance. Insurance required herein shall be valid for a minimum of one year, or term of contract, whichever is longer, and it shall be provided by Admitted Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VI I or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. If subject to a general aggregate, such aggregates shall be at least $1,000,000. 4 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non- owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self-retention amount, and an additional insured endorsement to the Consultant's general liability and umbrella liability policies to the City Clerk's office for certification that the insurance requirements of this Agreement have been satisfied. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the Clerk of the Board's office for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancellation/Termination of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 14.7 Terms of Compensation. Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City and Consultant shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to the other party In addition, this Agreement may be terminated for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Public Works Director To Consultant: PSOMAS 3187 red Hill Avenue Costa Mesa, CA 92626 Attn: John R. Thornton, Vice President / Principal Section 17. Aftorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. Section 18. Dispute Resolution. In the event of a dispute where the amount in controversy does not exceed the greater of the consultants fee or $50,000 arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by 6 binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. CITY OF SAN JUAN CAPISTRANO By: Wyatt Hart, Mayor CONSULTANT By: _ � �A A— — �oR. Thornton, 4 Vice President / Principal ATTEST: Margaret R. Monahan, City Clerk APPROVED AS TO FORM: John R. Shaw, City Attorney 7 " SOMAS September 20, 2005 Via email Mr. Eric P. Bauman, P.E. Water Engineering Manager THE CITY OF SAN JUAN CAPSITRANO 32400 Pasco Adelanto San Juan Capistrano, CA 92675 Subject: Engineering Services for Recycled Water Supply System Project Dear Mr. Bauman: This letter is to confirm our telephone conversation on Tuesday September 20, 2005 and amend and clarifies our proposal dated September 19, 2005. • Task 5 —Final Design...for the alternative of hanging the pipeline on the easterly side of Rancho Viejo bridge, our proposal includes the following regarding structural analysis: We will design pipe supports for the pipeline running parallel to the existing concrete bridge. Pipe supports will be designed to provide lateral seismic restraints to the pipeline. This scope of work does not include structural evaluation of the existing bridge for support of the new pipeline. We are assuming that the pipe will be located on the exterior side of the end bridge-girder and under the bridge walkway and we are also assuming that no concrete coring will be required. • Professional Services Agreement—Section 14.6 - The original language proposed in the RFP is acceptable to PSOMAS. • Professional Services Agreement—Section 18 — The following is acceptable to PSOMAS: In the event of a dispute where the amount in controversy does not exceed the consultant's fee or$50,000 which ever is greater arising between the parties regarding.... Thank you for providing us the opportunity to propose on this project. Please call Mike Swan or me if you have further questions. Very Truly Yours, PSOMAS -k" 3187 RcdHi11Avcnuc S.itc 250 C.m W,.,CA 91616 John R. Thomtori P.E. Vice President/Principal 714.751.7373 714.545M83 F.� �"...'x.. EXHIBIT A-1 P S 0 M A S Infomiation anni Engineering Solutions September 19, 2005 Mr. Eric P. Bauman, P.E. Water Engineering Manager THE CITY OF SAN JUAN CAPISTRANO—PWD 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject: Engineering Services for the Recycled Water Supply System Project Dear Mr. Bauman: Psomas is pleased to provide the following proposal for Engineering Services for the Recycled Water Supply System project for the Rancho Viejo Road Pipeline. We understand that the City of San Juan Capistrano proposes to construct a connection to the Moulton Niguel Water District's System, a metering facility, and a pipeline from the metering facility to the City's recycled distribution system. Psomas has assembled an experienced team of engineering, survey, environmental, geotechnical and structural professionals who will address each of these critical elements. As you will see, we offer an outstanding project team with the technical qualifications, experience, staff resources, and enthusiasm needed to meet the requirements of the City and ensure a successful project. Michael Swan, P.E.,will head our team of expert staff. He has over 33 years of experience in project engineering and management of diverse public works projects throughout Southern California. As Project Manager for this assignment, Mr. Swan is committed to provide competitively priced and quality professional services to meet the City's needs. Non-Collusion Statement Psomas hereby certifies that this response is genuine and not sham or collusive or made in the interest or in behalf of any person not herein named, and that Psomas has not directly or indirectly induced or solicited any other vendor to put in a sham response or any other person, firm, or corporation to refrain from responding, and that Psomas has not by any manner sought by collusion to secure for himself an advantage over any other vendor. 3187 Red Hill Avenue Suite 250 Costa MEsa,CA 92626 EXHIBIT A-2 714,545,8883 Fax �.psonnaszorn 315 0 M AS Mr.Bauman,P.E. September 19,2005 Page 2 We believe the Psomas Team provides the right combination of experienced staff, project understanding, and local knowledge to successfully undertake this project for the City. Should you have any questions regarding this submittal, or if I can be of any additional assistance,please call me at(714) 751-7373. Respectfully submitted, PSOMAS Jo Tho P.E. Vice President/Principal "I)�i)4 Enginmring SemM�r�e Reqded�wr SuP*S���Jw Table of Contents 14�—21 A, 4" Project Understanding and Approach Scope of Services Project Schedule Project Experience Firm Profile Relevant Project Experience Tearn Qualifications Organization Chart Msum6s Professional Services Agreement Fee Proposal (provided in a separate sealed envelope) PSOMAS Project Understanding and Approach 4111-w Project Understanding The Rancho Viejo Road recycled water pipeline at first glance appears to be a simple and straightforward project consisting of approximately 7,500 lineal feet of 12" diameter pipe. The entire pipeline alignment from beginning to end runs in public rights-of-way along Rancho Viejo Road and a portion of Via Escolar. The street itself is wide with four traffic lanes and moderate traffic most of the day. The issues and concerns on this project that we have identified are as follows: The location of the pipeline alignment within Rancho Viejo Road continuing onto Via Escolar The crossing of Trabuco Creek Where to connect into the Moulton Niguel Water District (MNWD) pipeline and locate the required metering facility along Via Escolar. Approach Pipeline Alignment The pipeline alignment can be kept in the public right of way, either in the street,bike trail, or existing easements.There is a bike path parallel and adjacent to Rancho Viejo Road for most of its length. The pipeline alignment could follow the bicycle trail ogging into the street in those areas where the bicycle J trail does not exist. This could greatly reduce traffic impacts along Ranch Viejo Road.Alternatively, the pipeline could be constructed completely within the street section from its connection point at Mission Hills Drive to the vicinity of Via Escolar. Slightly southerly of Via Escolar,the CSJC has an existing asbestos cement pipe in a I 0-foot wide easement behind a small corm-nercial roadside center as shown in the RFP documents as alignment Option B. The RFP suggests that we investigate using this existing pipel ine. The existing pipeline is believed to be at least 25 years or older and will require, at a minimum,pressure testing and flushing to determine its suitability for use. The easement is narrow with a significant cross slope at the ground surface making construction of a new pipeline difficult. It might be possible to micro tunnel parallel and adjacent to the existing pipeline, or PSOMAS Page I Ersineering Ser�ces for the R�Ied Waw Sup*Systehh P�ied use alternative technology, such as pipe bursting, to install a new pipe. The alternative to Option B is to continue along Rancho Viejo Road to the intersection of Via Escolar, then turning easterly on Via Escolar to the point of connection with the MNWD pipeline facilities (optional). The obvious advantages of staying in the street are the relative ease of construction and having access to the pipeline for future maintenance. On first review, the Option B alternative will be difficult and costly Options A and B will, however, be thoroughly investigated in the preliminary design phase of this project. Connection to MNWD Pipeline Facilities We will facilitate meetings with NfNWD and CSJC staff to determine the ideal location and type of metering facilities desired by W;'�. It is anticipated that NU%T'� and CSJC are desirous of a two-way type meter.The location of the metering facility is somewhat dependent upon the alignment analysis of Options A and B, discussed earlier. MNWD will want a facility that is functional and easily accessible for meter reading maintenance. Options for above ground versus below grade in a vault will be discussed with MNWD and CJSC staff, and any SCADA requirements will also be addressed. Trabuco Creek Crossing Psomas has obtained and reviewed bridge plans for Rancho Viejo Road at Trabuco Creek, and also visited the site. There are at least five alternatives for crossing Trabuco Creek, none of which are simple. These alternatives include the following: Boring and jacking or micro tunneling under the Creek Hanging the pipeline on the pedestrian/bike/equestrian trail bridge P Using an existing utility casing stub in the abutments of the Caltrans freeway bridge just west of the Rancho Viejo Road bridge o Installing the pipe within the Rancho Viejo Road bridge (under structure and between girders) Hanging the pipe on the easterly side of the Rancho Viejo Road bridge Each of these alternatives has its own set of issues and concerns; however, based on current knowledge, we have identified the following: To bore and jack or micro tunnel under the Creek will present a number of right-of-way and permitting issues and will require excavation of large bore/tunneling pits. It will be necessary to obtain easements from the adjacent property owner(s), as well as time consuming environmental permitting. It is also likely that this will be a costly method for crossing Trabuco Creek. PSOMAS Project Understanding and Approach I Page 2 k �qded Waw Supp�Syqem P�jed �11411 011121 Easterly of the Rancho Viejo Road bridge is a pre-fab steel frame pedestrian bridge from which it might be possible to suspend the pipeline. Our structural engineer indicates that, based on his experience, these types of bridges are designed for minimal loads and a complete structural analysis of the bridge would be required.After such an exhaustive analysis, the likely conclusion would be that this pre-fab bridge would no support the pipeline adequately. Additionally,because of the type of construction of the bridge, it would be difficult to hide or minimize the visual impact of the pipeline being supported from iridge structure. Therefore, it is likely that suspending the pipeline from the pedestrian bridge will not be feasible. Caltrans has two bridges: one for northbound and one for southbound traffic on Interstate 5. The northbound or easterly bridge has an empty pipeline crossing location within it with utility casing stubouts in the abutments for an additional pipeline or other conduit(s). Caltrans does not normally issue longitudinal pipeline encroachment permits but it is worth inquiring as to this possibility. If it were possible to use the existing casings, it would still be necessary to close at least one lane of the freeway in order to construct and install the pipeline at each bridge abutment in order to use this existing casing. The Rancho Viejo Road bridge currently has existing conduits attached to the westerly outside edge of the bridge. There are possibly two alternatives using this bridge for the recycled water pipeline crossing. The first 5 alternative would be to install the pipeline between two internal girders of the bridge. One 12-inch water line was already ...... installed in this manner, but the bridge was designed and constructed with a casing for this pipeline. A second pipeline "I Y between another pair of girders would, however, likely require an in-depth structural analysis since it would be necessary to core or cut holes through several diaphragms as well as both bridge abutments and add structural reinforcement to the area around these cuts. The second alternative for hanging the pipe on this bridge is the most attractive of all alternatives that have so far been reviewed. This alternative would consist of running the pipeline down the bike trail then coming out of the ground and attaching the pipeline to the easterly side of the PSOMAS Project Understanding and Approach I Page 3 e�mg Se�kes for�e R��d.d Wa�S�pi,Sy�P,�� E-g- bridge, as illustrated in the adjacent photo. This is not likely to require any extensive structural analysis, would be relatively easy to construct, and is probably the lowest cost alternative. This alternative would not be the most aesthetically pleasing, but the pipeline could be painted to match the bridge concrete to minimize the impact.All these alternatives, however, will be analyzed in the preliminary design. Once the alignment is determined and the preliminary design is completed, we will then begin the next critical stage—final design. Geotechnical services will only be used if, during the preliminary design, areas of concern are identified, or it is decided to use the Option B alignment, when we approach Via Escolar. No traffic control plans will be prepared as this is assumed to be the responsibility of the Contractor. In summary, the key elements of this project are as follows: Select a pipeline alignment that is conducive to minimum pipeline construction costs Conduct a detailed utility search to identify the optimum pipeline alignment Develop cost-effective and practical means of crossing Trabuco Creek P Prepare a technically sound design addressing site-specific conditions for the pipeline and its alignment and metering facility location PSOMAS Project Understanding and Approach Page 4 Lngneering Ser�cw for�e W.er'U'p,'yn�ftj� Scope of Services Scope of Services The Scope of Work presented in the RFP as Exhibit A is well written and very complete. We accept and will follow the RFP Scope and, therefore, will not repeat it here. We will only highlight important points and summarize work activities. Task I — General Administration Meetings and Presentations Task I will be performed in accordance with the RFP Exhibit A and will generally consist of the following: Conduct kick-off meeting with CSJC staff and Project Team Prepare and submit minutes of the kick-off meeting and any subsequent project meetings o Prepare a work plan for the preliminary design and final design phases Coordinate the work plan with CSJC staff, collecting and reviewing any available plans, specification, reports and other data applicable to the project Meet periodically with CSJC staff for informal progress reviews Submit monthly progress reports Prepare and submit CEQA documentation CEQA documentation is presumed to be in the form of a mitigated negative declaration (MND). We are assuming that CSJC will provide an appropriate tiering document(Recycled Water System Master Plan) to support the NIND. We will prepare a project description; however, we do not propose any new field studies. The NIND will include an introduction,project description, CEQA check list, discussion of issue areas and mitigation for impacts, significance after mitigation, cumulative impacts, and findings of significance. We will include analysis and impacts for issues by reference from the tiering document to keep the MND brief and to the point for the project. We will respond to one round of consensus comments only and prepare the final document. We presume that the CSJC will prepare the NOT, NOP and NOD for the proposed project. We also assume that attendance at a public scoping meeting and attendance at council meetings will not be necessary. We also assume that the CSJC will prepare any response to comments from any public comments received on the project. We also assume from the RFP that a NIND has been determined to be the appropriate environmental document for the project, PSOMAS Page I E�g7,�g Projea Task 2 Preliminary Design Task 2 will be performed in accordance with the RTP Exhibit A.A draft preliminary design report (PDR) will be submitted to CSJC Staff for review and approval along with a work plan for the final design. The PDR will include those items listed in Exhibit A of the RFP. As already discussed in the Approach, the key issues will include the pipeline alignment alternative analysis, including a review of the Option A or Option B sub-alignment near Via Escolar and, most importantly, an analysis of crossing Trabuco Creek. Our staff will review the PDR with CSJC staff,respond to any comments, and revise the document as necessary. The approved PDR will then be used as the basis for the final design of the project. Task 3 — Survey and Right of Way Psomas will provide those services indicated in Exhibit A of the RFP, including the following: o Detailed research of cadastral records prior to survey o Field surveying including: o* horizontal and vertical control o aerial control and monuments o* calculation of recorded centerlines o right of way and key boundaries o flying " scanning " topographic mapping o aero triangulation oj� QA/QC of photograrnmetrics and mapping field survey surface visible utilities and dip manholes detailed utility search within right-of-way area and survey support for any required utility pothole investigations It is assumed that the actual digging of any utility potholes will be performed by CSJC. If required to complete final design and after all utility research, we will identify any utilities that should be potholed by the City or their potholing Contractor. Psomas can also prepare and file any necessary easement documents; however, the cost of this service is not included at this time since it is impossible to identify how many, if any, documents are necessary. PSOMAS Scope of Services I Page 2 41;Ito Task 4 Geotechnical Investigations In accordance with the RFP, geotechnical investigations may only be required in those areas where the pipe travels outside the roadway.Additionally, Option B will require geotechnical evaluation if selected as a viable alternative. We will evaluate existing geotechnical data and information available for the selected pipeline alignment during development of the PDR. We will present our finding to CSJC and determine the extent of geotechnical services that might be required. We do believe that some services will be needed to identify any perched groundwater or other subsurface conditions that might be encountered during construction and could potentially cause construction change orders. Based on our understanding of the project, we have prepared the following scope of services for the geotechnical evaluation.As requested in the RFP, we have also prepared an optional scope of work that includes review of design plans relative to the geotechnical aspects of the project and additional geotechnical exploration and analysis in the final stage of the geotechnical evaluation. Our proposed scope of services will include the following: Project coordination and planning, including permit acquisition and scheduling the subsurface exploration. Review of readily available background materials, including published geologic and seismic hazards maps, published literature, in-house information, stereoscopic aerial photographs, and reports and/or plans provided by the client. The seismic and geologic conditions affecting the area will be evaluated for their potential impacts on the proposed construction. Performance of site reconnaissance to locate proposed borings for utility clearance and coordination with Underground Services Alert for underground utility location. o Providing limited traffic control, including lane closures, in general accordance with the W.A.T.C.H. manual. o Performance of a subsurface evaluation for Routes A and B, consisting of drilling, sampling, and logging of five small-diameter exploratory borings up to a depth of approximately 15 feet below the existing ground surface, or refusal. The borings will be drilled with a truck-mounted drill rig utilizing hollow-stem augers. The purpose of our borings will be to observe the subsurface soil and groundwater conditions along the alignment, and to collect samples for laboratory testing. The borings will be backfilled with the excavated soil and capped with concrete. PSOMAS Scope of Services I Page 3 P'Jw Performance of laboratory testing on selected, representative soil samples. Laboratory tests will include evaluation of in-situ moisture content and dry density, gradation,Atterberg limits, shear strength, sand equivalent, and soil corrosivity� Compilation of data and analyze the information obtained from our background review, subsurface evaluation, and laboratory testing. Our geotechnical analyses and recommendations will include excavatability and compaction requirements of the on-site soils, temporary stability of the trench excavations, shoring pressures, modulus of soil reaction, pipe bedding guidelines, and corrosion potential of the on-site soils. Prepare a geotechnical report presenting our findings, conclusions, and recommendations for design and construction of the proposed water line. (Optional) Geotechnical Evaluation in the Final Design Stage The following tasks will be performed as an optional scope of work for geotechnical evaluation in the final design stage of the project. Review of project plans at 30 percent final design level for conformance with the project geotechnical recommendations in our initial evaluation. The review will include geotechnical evaluation of the actual size and locations of the planned pipeline, proposed excavations, and the design and constructability of the new water line. If changes to the design of the pipeline are proposed, additional subsurface exploration consisting of two additional small-diameter, exploratory borings will be performed to evaluate if the recommendations provided in the initial geotechnical evaluation are applicable for the new conditions. The exploratory borings will be advanced up to a depth of approximately 15 feet (or refusal) using a truck-mounted, hollow-stem auger drill rig. The borings will be logged by a representative from our firm, and bulk and relatively undisturbed soil samples will be collected at selected intervals for laboratory testing Geotechnical engineering analysis, and revision of the geotechnical evaluation to address the new project conditions, as appropriate. L The following assumptions have been used in preparation of the geotechnical portion of this scope of services: There will be limited traffic control required for the drilling. Lane closures to perform the borings will be marked out with road signs and traffic cones. Access to the site for subsurface exploration will be provided, and the site is accessible to truck-mounted drilling equipment. PSOMAS Scope of Services I Page 4 R�,d�W.1�1 S�W�SM�.�i�d P Permits to drill along the alignment will be provided at no cost to Ninyo & Moore or Psomas. o Our geotechnical evaluation will not include any sampling, testing, or chemical analysis of hazardous materials, should they be encountered during geotechnical drilling at the site. These services can be provided, if warranted and if requested, as an additional scope of work. Task 5 — Final Design Final design will consist of those tasks indicated in the RFP Exhibit A. We will prepare preliminary and final construction plans, specifications, and opinions of probable construction costs.At this time we anticipate the final contract plans will include the following drawings: Title sheet, project vicinity map and general notes—one (1) sheet Notes—one (1) sheet Pipeline plan and profile (I"=40' horizontal; I"=4'vertical) eight (8) sheets Trabuco Creek crossing details—one (1) sheet(assume having pipe on easterly side of Ranch Viejo Road bridge) Details of connections at Mission Hills Drive and MlIWD connection and meter facility—two (2) sheets No traffic control plans will be prepared as this will be the responsibility of the construction Contractor. Three (3) sets of drawings and specifications will be submitted to CSJC for their review at the 50 percent and 90 percent stages of completion. We will incorporate CSJC's comments into the design documents. We anticipate that there may be several meetings during the final design phase. These meetings will be documented with appropriate meeting minutes. Construction drawings will be prepared using AutoCAD in accordance with CSJC PWD Digital Submission Standards and specifications in Microsoft Word. An electronic copy of the AutoCAD files will be submitted to CSJC, also in accordance with PVY'D Digital Submission Standards. Copies of all geotechnical reports and structural calculations will also be provided Task 6 — Permits Psomas will identify and obtain any applicable permits as necessary for construction of the proposed pipeline with the exception of an alternative crossing under Trabuco Creek,which would be an Optional service outside the scope of this proposal. permit costs will be paid by CSJC. PSOMAS Scope of Services I P,g,s Engneerng Ser�es for tre Re�d�Water Supp�/SWem Frrjea Task 7 Construction Bidding Through Contract Award We will provide those services indicated in Exhibit A of the RFP. Our Project Engineer and Project Manager will attend a pre-bid conference at a date and time to be set by CSJC.Additionally, we will interpret the construction contract documents, as requested and needed, and prepare any addenda to the construction contract bid documents when required. Psomas will assist CSJC in answering questions, as appropriate, during the bid process and make recommendations to CSJC concerning contract award. Task 8 — Construction Engineering Support We understand and agree with the Scope of Work for Task 8 in the RFP Exhibit A. We understand that CSJC will arrange separately for a construction manager to provide general contract administration for construction of the project and that we will not be responsible for guaranteeing the contractor's performance or that of the construction manager. We will provide office engineering and consultation, as necessary, and coordinate with the construction manager and construction contractor. We will also prepare supplementary sketches and details as necessary to resolve field construction problems that may be encountered. We will review all construction shop drawings, fabrication and mill testing of equipment and materials for complete and stict conformance with the contract plans and specification documents. We will submit to CSJC two(2) copies of all preliminary and final shop drawings that have been reviewed for conformance. We will prepare construction"record" drawings based on marked up documents and drawings received from CSJC's inspection staff. We will submit one(1) full size original mylar reproducible set of construction "record" drawings and an electronic copy of the AutoCAD file to CSJC in accordance with the PATD Digital Submission Standards. Project Schedule We have prepared a project schedule in accordance with the schedule in the RFP and discussions with City staff indicating that the requested two-month design schedule is more flexible now. Essentially, the proposed schedule has design completed by the end of December 2005. This assumes we have a contract in place and a notice to proceed by or before October 5, 2005. Our proposed schedule starts on October 5, 2005, with a kick off meeting that week. We have included five (5) CSJC reviews as indicated in the RFP, Exhibit A Scope of Work. The CSJC reviews must be expedient, and are scheduled for five working days each in order to complete the final design by the end of December. This schedule is achievable but somewhat tight and does not allow for delays in obtaining data from or coordination with CSJC, and other agencies or interested par-ties. PSOMAS Scope of Services I Page 6 City Of San Juan Capistrano Recycled Water Supply System Project Ranch Viejo Road Pipeline -1-1��-1-ID)Ib I IDWJ 1 10130 J 1 Februar, M.rch J--1,1J-A-II'ZU, 1 11/27-1_1214 1 Iv, 1 I&lu —1Q2--I-,I/ZU-I'.. �5-- 1 W2_t 2/lg_l--W6,_IN5 =Now ED MMMw --------------- PSOIMS Task MC R".. MM�I,M..b.gs su.�, August 19, 2005 <<MrMs)) <(Name)> <(Surname)) <(Firm)) ((Address)) ((City>), ((St>> ((Zip)> Subject: Request for Proposal (RFP) to Provide Engineering Services For the Recycled Water Supply System Project Dear (<MrMs)) ((Surname)): The City of San Juan Capistrano (CSJC) is requesting proposals to provide engineering design and construction services for the Recycled water supply system Project. The attached map shows the general location of the proposed new potable water pipelines. Your firm is invited to submit a proposal for the preparation of design plans, technical specifications, bid documents, and construction services for this project. A detailed Scope of Work (Exhibit A), Proposal Requirements (Exhibit B), Additional Information (Exhibit C), Sample Consultant Services Agreement (Exhibit D) pertinent to preparation of the proposal are attached. Bid documents shall be prepared using the City of San Juan Capistrano Public Works Department's (PWD) standard contract documents. Final submission of all design and analysis material to CSJC shall be in accordance with CSJC's Digital Submission Standards, a copy of which is attached as Exhibit E. Proposals made in response to this request must be delivered to: Mr. Eric P. Bauman, P.E. Water Engineering Manager The City of San Juan Capistrano — PWD 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Proposals must be delivered no later than 3:00 PM on September 6, 2005. Three (3) copies of the proposal must be included in the submittal. One (1) copy of the associated fee proposal shall be submitted in a separate sealed envelope. EXHIBIT A-3 RFP —Professional Engineering Services Recycled Water Supply System Project August 19, 2005 The entire submittal package shall be clearly marked "Proposal to Provide Engineering Services for the Recycled Water Supply System Project". CSJC reserves the right to reject any or all proposals. CSJC reserves the right to select the firm which appears most likely to provide the services under the conditions that would be in the best interest of CSJC. CSJC will hold a Pre-proposal Conference on August 29, 2005 at 9:00 AM with prospective Respondents at its office (see address above). Attendance, at the Pre-proposal Conference is optional. If you have any questions regarding this Request for Proposals, please call me at (949) 487-4312, or email me at ebauman(a)sanauancapitrano.org. Sincerely, Eric P. Bauman, P.E. Water Engineering Manager Enclosures: Exhibits A, B, C, D, and E W:\ENG\CPTL�PIPE-LINES\RWSS\rfp\RWSS-CVR.DOC - 2 - EXHIBIT A RECYCLED WATER SUPPLY SYSTEM PROJECT SCOPE OF WORK Introduction The Scope of Work for this project includes preparation of engineering design drawings, technical specifications, and bid documents for construction of the Recycled Water supply System Project. The Recycled Water system improvements are identified in the Recycled Water Master Plan dated January 2000 prepared for CSJC by AKM Consulting Engineers. In order to serve the recycled water demands forecasted in its service area, the City of San Juan Capistrano (CSJC) proposes to construct a connection to the Moulton Niguel Water District's (MNWD) System, a metering facility, and a pipeline from the metering facility to the CSJC recycled distribution system. The work associated with this project includes an evaluation of alignment and potential conflicts, a route survey suitable for the pipeline design, determination of easement requirements, final engineering design, and other tasks related to the following elements of the water system improvements: 1 . A connection to the MNWD system, and placement of a metering facility in a location and designed to a standard acceptable to MNWD. 2. Approximately 7,500 L.F. of 12-inch diameter pipe along Via Escolar, through an existing easement to Rancho Viejo, and down Rancho Viejo to Mission Hills Drive. TASKS The Scope of Work for this project consists of the following tasks: Task 1. General Administration, Meetings, and Presentations Task 2. Preliminary Design / Preliminary Cost Estimate Task 3. Surveying and Rights-of-Way Task 4. Gootechnical Investigation Task 5. Final Design/ Final Engineer's Cost Estimate Task 6. Permits Task 7. Construction Bidding through Contract Award Task 8. Construction Engineering Support For each element of the project, work to be completed under each task is described as follows: Task 1. General Administration, Meetings, and Presentations 1.1 Coordinate efforts of the project team and sub consultants, if any; monitor the project schedule and budget; administer the contract with CSJC. RWSS—RFP—SPCS.DOC Page 1 of 14 1.2 At the commencement of the project, hold a "kickoff' meeting with CSJC staff to discuss the scope and parameters of the project. Specific goals to be accomplished will be identified and an effective strategy to accomplish the project goals will be developed during this meeting. A memorandum will be prepared by the Consultant to document the project goals and execution strategy and any deviations from the contract. 1.3 At the beginning of each design phase (preliminary and final) of the project, prepare a work plan to set forth the significant milestones and deliverables to ensure compliance with the project goals and execution strategy. The Consultant shall present a written list of information required and the dates needed by to maintain the design schedule. Meet with CSJC staff for presentation and review of the work plan. 1.4 Collect and review all available plans, specifications, reports, and operating data applicable to this project. 1.5 Arrange for and participate in informal meetings with CSJC staff to review progress of the project work and exchange ideas and information. One meeting per month, with the Consultant's project manager is anticipated. 1.6 Prepare and submit monthly progress reports summarizing the actual work performed, project issues, and status of the project schedule and budget. 1.7 Meet with CSJC staff and representatives of utilities, government agencies, and affected residents and business owners to determine requirements to be included in the construction documents. 1.8 Prepare and submit minutes for each significant project meeting summarizing the participating personnel, key discussion comments and decisions, documents delivered or received, and action(s) required. 1.9 Prepare and submit CEQA Documentation, the standard checklist and Mitigated Negative Declaration (MND) documents for review and approval by the City of San Juan Capistrano Planning Department. CSJC staff will process the MND and file approved Negative Declaration with the County Recorder. Task 2. Preliminary Design 2.1 Prepare a preliminary design report and preliminary drawings as required to establish agreement on scope, parameters, performance requirements, constructability, traffic impacts, and general disruption to the area. The draft preliminary design report shall be submitted to CSJC staff for review and approval with the work plan prepared above. As a minimum, the technical report will address the following subjects: a. Evaluation of the suitability of the planned pipeline alignments — Route A running in Via Escolar down to the intersection of Via Escolar and then south on Rancho Viejo, vs. Route B running in an easement running from Via RVVSS—RFP—SPCS.DOC Page 2 of 14 Escolar to Rancho Viejo Road, bypassing the intersection of Rancho Viejo and Via Escolar, the traveling south on Ranch Viejo; b. Evaluation of Right of Way and Easement requirements; c. Conflicts with utilities and structures; d. Groundwater or unstable soil; e. Preferred materials for construction; f� Traffic and pedestrian control; g. Areas where construction work is limited or controlled; h. Operation and maintenance concerns; i. Permit requirements; j. Description of the recommended improvements; k. Construction schedule; and 1. Construction cost estimate for recommended improvements. CSJC has the necessary easement for the segment between Via Escolar and Rancho Viejo, the remainder of the pipe and facilities will be in the public right of way. 2.2 Meet with CSJC staff to review comments on the draft preliminary design report and preliminary drawings. Respond to comments, revise the draft as necessary, and submit three copies of the final preliminary design report to CSJC. The final preliminary design report will be used as the basis for final design of the project. Task 3. Surveying and Rights-of-Way 3.1 Provide the necessary field design surveys for the preparation of construction drawings and specifications. Surveys will determine pipeline alignment topography, contours, and utility locations along the pipeline alignment. The proposed pipeline route is congested with other utilities presenting potential conflicts. CSJC will arrange for potholing as requested by the Consultant. 3.2 Provide the services of a land surveyor to set horizontal and vertical controls and locate existing street right-of-way, and critical property corners along pipeline alignment, and to provide additional records on right-of-way and property information as required. 3.3 Conduct engineering alignment surveys to gather topographic and utility information, surface features, and pothole located subsurface features along the pipeline alignment. 3.4 Review available information from CSJC records to produce the anticipated locations and elevations of critical underground utilities. 3.5 Contact utilities as necessary to obtain available information to identify anticipated locations and elevations of existing underground utilities. 3.6 Conduct a review meeting with CSJC staff upon completion of detailed surveys to obtain approval of final alignment. 3.7 Prepare, submit and file necessary easement documents to correspond to agreed upon final alignments. RWSS—RFP—SPCS.DOC Page 3 of 14 Task 4. Geotechnical Investigation In general, the pipeline in this project will be installed within existing roadways and under acceptable conditions for water distribution pipes. The only areas requiring serious geotechnical investigations are those in which the pipe travels outside the roadway. Option B will require geotechnical evaluation, and should be specified in the proposal and given as a specific item of the cost proposal. Specific tasks for any required geotechnical investigation shall include the following: 4.1 Provide geotechnical engineering services, which would include exploratory work, laboratory and field testing, professional guidance in tests to be made at test locations based on preliminary drawings and designs, and professional interpretation of exploratory and test data. 4.2 Initial geotechnical exploratory work will include, but not be limited to, soil borings; penetration tests; sounding subsurface explorations, laboratory tests of soils, rock formations, and other geophysical phenomena; and other field tests, laboratory tests and analyses which are required to provide design information. 4.3 Provide an initial geotechnical report by a geotechnical engineer or geotechnical firm interpreting the data on the exploratory work and testing and setting out the site conditions that can be anticipated from this initial exploratory work. 4.4 After the final design has reached the 30 percent completion level, review final geotechnical investigation evaluating the initial geotechnical investigation, field and laboratory test results, and the initial geotechnical report. The final evaluation shall be based on the actual design, including sizes, locations, and loading of facilities; types, extent and procedures of excavations; and shall consider both design parameters and constructability. If, in the opinion of the review professional or Consultant, additional geotechnical data are required for the preparation of the final report (include an optional item), the data shall be provided by the geotechnical engineer. The final report shall indicate the anticipated performance of the subsurface material to be encountered on the project both during and after construction, under the loading conditions, use, and types of excavation anticipated. Task 5. Final Design 5.1 Prepare detailed drawings, technical specifications, and bid documents for competitive bidding for the proposed construction work. Construction documents shall include the following: a. Title sheet including: location map, vicinity map, emergency contact phone numbers and signature blocks applicable to the project; b. General site plan with appropriate general excavation, shoring and miscellaneous notes; c. Symbols and abbreviations; RWSS—RFP—SPCS.DOC Page 4 of 14 d. Plan and profile drawings for the installation of water main(s), service meters the metering facility, valves, air-vacs, blow-offs, and related appurtenances, including related details; e� Plans showing all record and survey information regarding utilities, obstructions, and appurtenant data; and f. Soil log, boring plan and profile sheets related to geotechnical investigation requirements, as required. Acceptable piping materials are PVC, concrete mortar lined and coated (CML&C) pipe with a cathodic protection system. The pipeline will pass next to an existing CML&C pipeline with an impressed current system which can be used for cathodic protection. 5.2 Prepare technical specifications, bid documents, and other contract documents for competitive bidding for the proposed construction work and for the materials and equipment required. The City of San Juan Capistrano Public Works Department (PWD) Standard Specifications and Contract Documents shall be used. The existing Standard Specifications and Contract Documents are in WordPerfect 10.0 format. When specifications do not exist, the Consultant shall develop specifications as necessary for this project. An original hardcopy set of technical specifications, bid documents, and contract documents shall be provided to CSJC for reproduction. Final submission of all design and analysis material shall be in accordance with the PWD Digital Submission Standards. 5.3 The Consultant shall be responsible for final design of the proposed water pipeline and all engineering work required for the construction of the water pipelines. The final design drawings shall be prepared such that each project element may be bid as separate bid items. Drawings shall be prepared on 24" x 36" mylar sheets using computer generated drafting, The Consultant's standard construction details that are applicable to the project may be used. Project drawings shall be signed and sealed by a professional engineer registered in the appropriate discipline in the State of California. Plans shall be drawn to a horizontal scale of V = 40' and a vertical scale of 1 = 4'. Detailed plans shall be drawn to a scale of 1" = 8' or larger. An electronic copy of the AutoCAD file shall be given to CSJC in accordance with the PWD Digital Submission Standards. 5.4 Traffic control plans are to be provided by the contractor. 5.5 Provide three (3) sets of the drawings and specifications to CSJC for review at the 50, and 90 percent stages of completion. Consultant shall resolve and incorporate CSJC staff comments into the design documents. The Consultant shall prepare meeting minutes to note all comments for distribution. 5.6 Prepare a construction cost estimate of the proposed work covered by the final plans and specifications. Task 6. Permits 6.1 Obtain permits as needed for construction of the proposed pipeline. Permit costs will be paid by CSJC. RWSS_RFP_SPCS.D0C Page 5 of 14 Task 7. Construction Bidding Through Contract Award 7.1 Attend a pre-bid conference at a date, time, and place set by CSJC. 7.2 Interpret the construction contract documents as requested and needed. Prepare and issue addenda to the construction contract bid documents when required. 7.3 Assist CSJC and answer questions as appropriate during the bid opening. 7.4 Make recommendations to CSJC concerning contract award. Task 8. Construction Engineering Support 8.1 CSJC will arrange separately for a Construction Manager (CM) to provide general contract administration for construction of the project. The CM will provide a resident engineer on a full or part-time basis, as required, who shall observe the contractor's construction progress, attend meetings with CSJC and the contractor regarding project schedules, interpretation of the contract documents (requests for inform ation/cla rification (RFI/RFC)), construction changes and irregularities; provide progress digital photographs and reports and final construction report and assist in quality assurance, and in achieving conformance with the contract plans and specifications. On-site construction inspection services will be provided by CSJC staff. The Consultant will not be responsible for guaranteeing the contractor's performance or that of the CM. 8.2 CSJC will arrange separately for a Construction Manager (CM) to coordinate notification proceedings with the contractor for the benefit of CSJC's affected customers and/or properties, and assist CSJC with respect to temporary shutdown of the involved utility interruptions of normal utility service and diversion of traffic, as required to construct the new facilities. 8.3 The Consultant is to provide office engineering and consultation, as required and coordinate with the CM's management of the construction contract. 8.4 Prepare supplementary sketches and details as required to resolve field construction problems that may be encountered. 8.5 Review all construction shop drawings, fabrication and mill testing of equipment and materials for complete and strict conformance with the contract plans, specifications and documents. Consultant shall assure itself that any deviations or substitutions submitted by the contractor shall be equal to or of better quality than specified in the contract documents. Consultant shall make its recommendation and approve with CSJC staff all substitutions and receive CSJC's concurrence prior to approving any substitution. Consultant shall submit to CSJC two (2) copies of all preliminary and final shop drawings that have been reviewed for conformance. RWSS—RFP—SPCS.DOC Page 6 of 14 8.6 Prepare construction "record" drawings based on marked-up bid documents and drawings received from CSJC's inspection staff. Submit one (1) full-size original mylar reproducible set of construction "record" drawings and an electronic copy of the AutoCAD file to CSJC in accordance with the PWD Digital Submission Standards. RWSS—RFP—SPCS.DOC Page 7 of 14 EXHIBIT B RECYLCED WATER SUPPLY SYSTEM PROJECT PROPOSAL REQUIREMENTS Although no specific format is required by CSJC, this section is intended to provide guidelines to the Consultant regarding features, which CSJC staff will expect to be included in the proposal. At a minimum, the proposal shall contain the following information: 1. Content and Format Organize and present proposal in a neat and logical format, relevant to these services. Consultant's proposal shall be clear, accurate, and comprehensive. The proposal is expected to be for complete engineering services. The Consultant is expected to know what must be done to produce the requested design and construction documents. If a work item must be done, but was not specifically called for in the scope of work, make this clear in the proposal. Proposals will be judged by their preciseness. The proposal shall use a 12-point minimum size font and shall be a maximum of 30 pages, including the transmittal/offer letter, but excluding the fee proposal and resumes of key personnel. The purpose of these restrictions is to minimize the costs of proposal preparation and to ensure that the response to the RFP is fully relevant to the project. The proposal should include the following: a. Signed transmittal letter or statement of proposal/offer b. Approach to the project, including a description of the scope of services, specific work tasks and activities, and concepts for conducting the work; c. Descriptions of similar projects by the Project Manager and key staff to be used on this assignment; d. Team organization including an organization chart or diagram; e. Brief resumes of key staff with descriptions of their specific experience and capabilities; f. Project schedule indicating the time frame for completing each task contained within the scope of work; and g. An analysis of the estimated hours that each member of the project team will contribute for the individual tasks in the scope of work, along with hourly rates, estimated direct costs, and a total fee for the project. RWSS—RFP—SPCS.DOC Page 8 of 14 2. Transmittal Letter/Statement of Proposal/Offer The proposal shall be signed by an individual authorized to bind the Consultant and shall contain a statement that the proposal is valid for 90 or more days. 3. Scope of Services A detailed description of the Scope of Work and the methodology for its completion shall be included in this section. The work plan should discuss any specific issues, constraints, or anticipated problems that should be anticipated during the project, and provide a suggested approach for their resolution. It should explain the work tasks associated with each element of the project, plus any other tasks that are needed for the sake of completeness or enhancement, 4. Qualifications and Experience Describe the qualifications and experience of the firm, key staff, and subconsultants that will perform the work. The consultant and subconsultants shall demonstrate competence to perform these services. Qualifications should be based on direct experience on recent projects that are similar in scope and size. Projects listed should be those that key staff named for this project was responsible for performing services. Include a brief description of these relevant projects and a client reference and telephone number who may be contacted by CSJC. 5. Project Team The proposal shall include descriptions of the specific experience and capabilities of the designated Project Manager, Project Engineer, Technical Advisors, and other support staff related to the previously outlined scope of work. Key personnel shall include the Project Manager, Project Engineer, Technical Advisors, and other support staff. The Project Manager and Project Engineer assigned to the project shall not be reassigned without the prior written approval from CSJC. Include the identity and qualifications of all subconsultants. 6. Schedule Meet the following mile stone dates: August 29, 2005 Pre-proposal Meeting September 6, 2005 Proposals Due September 27, 2005 Contract Award Recommendation to WAC October 4, 2005 Contract Award Recommendation to City Council October 5, 2005 Notice to Proceed November 30, 2005 Completion of Final Design The chosen consultant shall furnish a project schedule that identifies, in graphical format, the timetable for completion of tasks, activities, and phases associated with the scope of work for the project. Include a brief discussion of any key assumptions used in preparing the timetable and identify any critical tasks and/or events that could impact the overall schedule, including review periods. RWSS_RFP_SPCS.D0C Page 9 of 14 7. Fee The fee proposal shall be included in a separate sealed envelope and shall be in the matrix format shown at the end of this exhibit. An electronic file of the cost matrix is available from CSJC upon request. Modifications of the cost matrix may be made by the Consultant as required, however, the fee proposal shall follow the general format shown herein. The Consultant shall be responsible for the accuracy of the cost matrix and fee proposal. The proposal shall include the estimated hours that each member of the project team will contribute for the individual tasks depicted in the scope of work. Cost and billing schedule of current hourly rates for each of the project team for the individual tasks in the scope of work. Include the identity and estimated costs of all subconsultants, reproduction costs, and other direct costs. For budget purposes, and as a basis for later contract negotiations, provide the total not- to-exceed fee, including all labor, subconsultants, and direct expenses, separately for each element of the project, as well as for the entire project. The selected Consultant shall not exceed the upper limit fee without prior approval from CSJC. CSJC will not approve a cost extra unless it specifically requests additional work or effort well outside the scope of work for the project as defined in the RFP. 8. Non-Collusion Statement The proposal shall include a statement of non-collusion or conflict of interest. RVVSS—RFP—SPCS.DOC Page 10 of 14 EXHIBIT C RECYLCED WATER SUPPLY SYSTEM PROJECT ADDITIONAL INFORMATION This exhibit contains additional information and requirements pertaining to the engineering services described in this request for proposal. 1. Schedule The Consultant selected must be able to begin work immediately upon award of contract and must be able to maintain the level of effort required meeting the proposed schedule. 2. Disclaimer This request for proposals does not commit CSJC to retain any consultants, to pay costs incurred in the preparation of proposals, or to proceed with the project. CSJC reserves the right to extend the due date for the proposal, to reject any or all proposals, to negotiate with any qualified proposer, and to appoint more than one firm to provide services on given elements or portions of the project. 3. Withdrawal of Proposals Proposals may be withdrawn if written notification of withdrawal of the proposal is signed by an authorized representative of the firm and received at the designated CSJC office prior to the closing time for receipt of proposals. Proposals, including accompanying materials, will become the property of CSJC. Proposals will be held in confidence to the extent permitted by law. After award of a contract or after rejection of all proposals, the proposals will be public records subject to disclosure under the California Public Records Act. (Government Code Section 6250 et seq). CSJC reserves the right to request additional information from proposers prior to the final selection, and to consider information about a firm other than that submitted in the proposal or interview. 4. Site Inspection Consultant is urged to make site visits and examinations so as to become thoroughly familiar with the conditions affecting their evaluation process. Failure to make such additional investigations will not be the grounds for additional claims or for extension of time under the contract, and will not relieve the Consultant of responsibility for meeting all requirements of the request for proposal. 5. Digital Orthophoto RWSS—RFP—SPCS.DOC Page 11 of 14 The City has a digital orthophoto. The Consultant may use this information during the design process fro supplemental information, but is directed to rely on its survey information for its design work. 6. Insurance Requirements The successful Consultant will be required to obtain insurance coverage in the amount of $1,000,000 for claims covered under Workers Compensation, General Liability, Automobile Liability, and Employers Liability for Death, Bodily Injury, Personal Injury, and Property Damage. In addition, the successful Consultant will be required to carry Errors and Omission Insurance in the amount of $1,000,000. 7. Consultant Evaluation & Selection Process CSJC may select for contract negotiations the firm that, in CSJC's judgment, will best meet CSJC's needs, irrespective of the comparison of fees and costs estimated by the proposers. CSJC's consultant evaluation and selection process is based on the following criteria. a. Understanding of the project requirements, including identification of critical elements and key issues; b. Technical approach and work plan for the project, including innovative approaches; c. Qualifications and experience of the Project Manager, Project Engineer, other key individuals, and subconsultants; d. Results of reference checks. Reference checks will only be conducted for a short list of firms or the top rated firm. e. Clarity of the proposal. f. Compliance with proposal requirements. g. Level of effort in hours required to complete the work, fees, and schedules. CSJC may elect to interview a short list of qualified firms or to interview only the top rated firm based on the proposals submitted for the project. CSJC staff will negotiate a contract with the best-qualified firm for the desired consulting services at compensation, which the staff determines, is fair and reasonable to CSJC. Should CSJC staff be unable to negotiate a satisfactory contract with the selected firm, negotiations with that firm will be formally terminated. Negotiations will then be undertaken with the next most qualified firm. Failing to reach an accord with the second most qualified firm, CSJC will terminate negotiations with that firm and continue the negotiation process with the next most qualified firm until an agreement is reached. RWSS_RFP_SPCS.D0C Page 12 of 14 EXHIBIT D RECYLCED WATER SUPPLY SYSTEM PROJECT SAMPLE CONSULTANT SERVICES AGREEMENT A sample copy of CSJC's professional services agreement is attached. Include in your proposal any proposed modifications to the standard terms and conditions. If there are no exceptions, a statement to that effect shall be included in the proposal. While CSJC negotiates such changes with consultants, CSJC will consider your proposed modifications during consultant selection and retains the right to reject any portion of your proposed modifications. RWSS—RFP—SPCS.DOC Page 13 of 14 EXHIBIT E RECYLCED WATER SUPPLY SYSTEM PROJECT CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT DIGITAL SUBMISSION STANDARDS A copy of the City of San Juan Capistrano Public Works Department (PWD) Digital Submission Standards to be used for this project is attached. RWSS—RFP—SPCS.1)0C Page 14 of 14 ' PSOMAS 7 Information and Engiuming Soluti, September 19, 2005 Mr. Eric P. Bauman, P.E. Water Engineering Manager THE CITY OF SAN JUAN CAPISTRANO— PWD 32400 Pasco Adelanto San Juan Capistrano, CA 92675 Subject: Fee Proposal for Engineering Services for the Recycled Water Supply System Project Dear Mr. Bauman: Our fee estimate as shown on the attached Cost Breakdown and Summary tables totals $143,698. This fee proposal is good for 90 days from the date of this letter and we are open to negotiation with the City if some elements of the work can be adjusted to better fit the City's needs. The City requested a breakdown of work between Element No. 1, which is only the connection to the MNWD system and a metering facility; and Element No. 2, which is the rest of the project including approximately 7,500 L.F. of 12-inch diameter pipeline. It should be noted that all the survey and geotechnical work have been included in Element No. 2, even though a portion of the work is applicable to Element No. 1 as it would be difficult to estimate the proportion of the work related to Element No. 1. The cost of the CEQA documentation, which is approximately$10,500, is also included in Task 1 of Element No. 2, whereas a portion of this cost could also be assigned to Element No. 1, if required. If these design cost elements need to be split out for cost sharing purposes with MNWD, we can always pro-rate these elements in some mutually agreeable manner for the City. It should also be noted that the geotechnical elements of the cost could all be determined to be optional items based on the precise alignment recommended in the PDR. If it is determined that Option B is not the most feasible or if the existing pipeline is to be utilized without a need to trench in this casement area, then the borings behind the Firestone Tire dealer would not be needed. The scope of work in the RFP indicates that the portion of the pipeline alignment within existing roadways is "under acceptable conditions for water distribution pipes", however, we should at least consider making three to five borings along the alignment to confirm this, to determine depth to groundwater and to develop trenching recommendations to avoid potential change 3187 Hed Hill Avenue Suite 250 Costa Mesa,CA 92626 714.751.7373 EXHBIT B714.545.8883 Fas �Psrnnasxom PSOMAS Mr. Bauman,P.E. September 19,2005 Page 2 orders during construction. Additionally, we have included geotechnical Task 4.4 as an option as requested in the RFP. The different levels of geotechnical work is therefore shown as optional with different subtotals at the bottom of the spreadsheet so that we are responsive to what the City has requested and so that we can determine which options to include at the appropriate time as we move forward with the design. We have quotes from Ninyo &Moore, our geotechnical sub-consultant for all of the options and can therefore, authorize them to proceed with any of the options and even add or reduce the number of borings and obtain adjusted costs, if necessary, as we have done this with them in the past and have a strong relationship with this firm. If you have any questions or would like to clarify or discuss any of scope and fee items, feel free to call. We look forward to working with you on this interesting project that should greatly benefit your residents. Respectfully submitted, PSOMAS Jo Thornton, P.E. c 'r, e President/Principal City of San Juan Capistrano Recycled Water Supply System Project - Rancho Viejo Road Pipeline Fee Proposall - Part I Cost Summary Cost Summary 6y Oemtht Task 1. General Administration, Meetings, and Presentations $1,100 $22,080 $23,180 2. Preliminary Design/Uti(ity Research $4,210 $16,610 $20,820 3. Surveying and Rights-of-Way $0 $23,508 $23,508 4. Geotechnical Investigation (includes Tasks 4.1 - 4.3) $0 $12,770 $12,770 4.4 Optional Additional Geotechnical $0 $6,430 $6,430 S. Final Design $8,860 $36,390 $45,250 6. Permits $980 $980 $1,960 7. Construction Bidding through Contract Award $940 $4,020 $4,960 B. Construction Engineering Support $1,670 $3,150 $4,820 -------------------------- -------------------------- -------------------------- L TOTAL $17,760 1 $125,9381 $143,6981 PSOMAS City of San Joan Capistrano Recycled Water Supply System Project-Rancho Viejo Road Pipeline Fee Proposal-Part 2 Cost Breakdown F-PaLff- Project CEQA/ project 2-Person Staff TechniciarV Charg CADOI sub�- QA1QC Manager Permit Engneed Field C, Engineer/ Clerical Total Dinei Specialist Surveyor Photogrant Envron. I Labor Consultant Scieflua UPS Cost Coal Cost Average Hourly Billing Rat. $200 $190 $150 $125 $209 $115 $85 $6(l No.I-Co...ctio.to MNWD System&Meter 1. General Administration,Meetings,and Presentations 0 2 0 4 0 01 0 2 E $1 100C $C $1 DO $1,100 2. Preliminary Design/1-hility Flussearch 1 2 of 16 a 4 12 0 35 $4,060 $0 $150 $4,210 3. Surveying and Rights-of-Way(included below) 01 0 0 0 0 0 0 0 0 $0 $0 $0 $0 4. Geowchnical investigation 01 0 0 0 0 a 0 0 0 $0 $0 $0 $ S. Final Design 21 6 0 32 0 12 16 8 76 $8,760 $0 $100 $8,860 6. Permits 0 1 0 4 a a 2 2 9 $980 $C $0 $980 7. Construction Bidding through Contract Award 0 2 0 4 0 0 0 1 7 $940 $0 $01 $940 B. Construction Engineering Support 0 2 0 8 0 2 0 1 13 $1,670 $0 $0 $1,670 Subtotal Element No. 1 3 is N 0 is 30 14 148 $17,410 $0 $350 $17,760 No.2 -7,SOO If Pipeline 1. General Administration,Meetings,and Presentations 0 20 52 44 0 8 34 17 175 $21,930 $C $150 $240BO 2 Preliminary DesignIUcifiry Research 4 a 0 48 0 24 40 8 132 $14,960 $1,65C $C $16,61E 3. Surveying and Rights-of-Way 4 5 0 44 32 12 0 4 101 $15.SS8 $7.200 $75C $23,508 4. Geotechnical Investigation(Includes 4.1-4.3) 0 2 0 4 0 0 0 2 E $1,000 $11.770 $0 $1 Z770 4.4.Optional onal Geotechnical 0 2 0 0 0 0 01 0 2 $380 $6,050 $0 $6,430 S. Final Design a 16 0 130 0 4G 90 0 284 $33,140 $2,750 $500 $36,390 6. Permits 0 1 01 4 0 0 2 2 9 $960 $0 $0 $980 7. Construction Bidding through Contract Award 0 3 0 1 20 0 0 8 2 33 $3,870 $0 $150 $4,020 8. Construction Engineering Support 3 0 16 0 4 0 2 2.5 $3,150 $0 $0 $3,156 ----- --------- Subtotal Elernent No.2 16 60 52 310 32 88 174 37 769 $94,968 $29,42011 $J�550j $125,938 TOTAL 378 32 106 204 51 917 $112�378 $29,420 $1,900 $143,698 11 71 1 1 �18 Cost with..Geote,imical $124,498 Cost without Task 4A Geotechnical $137,268 AssumptionsJNotes Kick-off meeting,s.rveym&geouchnical investigation,pre-bid meetin&up to one(1)addenda and aft CEQA mks Included in Element No.2 Bid support Is for one 4-week bid period All Geotechnical Investigators could be determined to be opd..af.depending on pipeline alignment selected and preparation of preliminary design report and review with City staff. Ge.tachnical Costs assume 5 borings,2 of which may require limited access rig(behind Firestone dealer). Also,optional geotechnical would include up to 2 additional borings after review of final alignment Meeting to review PDR(Task 2.2)combined with Status Rpt.No.I mqg. PSOMAS PSOMAS Water Fee Schedule Effective January 1, 2005—December 31, 2005� CLASSIFICATION RATE Regional Director, Group Leader, Senior Consultant $215 - $240 Project Director, Team Leader, Technical Manager $190 - $215 Senior Water Resource Consultant $170 - $190 Sr. Project Manager $170 - $190 Project Manager $150 - $195 Principal Engineer/Analyst $145 - $175 Senior Environmental Scientist/Planner $120 - $165 Senior EngineerlAnalyst $120 - $160 Senior GIS Specialist $120 - $195 Engineer/Analyst $ 85 - $120 Environmental Scientist/Planner $ 90 - $115 Asst. Engineer/Analyst $ 80 - $110 Staff Environmental Scientist/Planner $ 75 -$105 Technician/CADD $ 70 - $100 Engineering Aide/Researcher $ 60 - $ 80 Administrative Assistant/Analyst $ 65 - $ 95 Expert Witness Testimony— two times normal rate Hourly rates include direct labor, overhead, fringe benefits and fee. REIMBURSABLE EXPENSES Mileage for field travel is charged at .4851mile andparking expenses incurred byoffice employees are charged at cost. Prints, messenger service, subsistence and other direct expenses will be charged at cost plus ten percent The service's of outside consultants or contractors wilt be charged at cost plus fifteen percent. SPECIAL EQUIPMENT Standard computer and technology costs are incorporated into the hourly rates shown above. Survey and other specialty equipment will be charged at a per unit per day rate. EXHIBIT C VAX* LL 32400 PASEO ADEII-ANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 SAM ALLEVATO (949)493-1171 DIANE BATHGATE (949)493-1053 vAx fSi WYATTHART wwwsunjuancapistrorno.org 177 JOESOTO DAVID M.SWERDLIN NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on November 15, 2005 in the City Council Chamber in City Hall, to consider: "Consideration of Agreement for Recycled Water Supply System (PSOMAS) (Project A5 of the Recycled Water Master Plan)(CIP# 755)" — Item No. 137. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, November 14, 2005 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Eric Bauman, Water Engineering Manager. You may contact that staff member at (949) 487-4312 with any questions. The agenda, including agenda reports, is available to you on our web site: www.san'uancapistrano.org. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: council-agendas(-a)san'uancapistrano.org. Meg Monahan, CMC City Clerk cc: PSOMAS; AKM Engineers; Huitt-Zollars; Amy Amirani, Public Works Director; Eric Bauman, Water Engineering Manager Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future Q* Printed on tervi,led paper