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HomeMy WebLinkAbout5/5/2004 - STAFF REPORTS (4) DATE: May 5, 2004 TO: Community Redevelopment Agency FROM: Director of Public Works/City Engineer Director of Community& Economic Development PALM SPRINGS VISITOR'S CENTER SEWER LINE EXTENSION RECOMMENDATION: It is recommended that the Community Redevelopment Agency approve the first amendment to the contract services agreement with David Evans and Associates, Inc., Agreement 469C, for an increase of $36,400.00, for an amount not to exceed $68,580.00, for professional engineering design services for the Palm Springs Visitor's Center Sewer Line Extension, City Project 03-09. SUMMARY: The Community Redevelopment Agency had previously awarded a contract to David Evans and Associates, Inc., to design a sewer line extension to provide sewer service to the Visitor's Center. During initial design, it was determined that sewer service can not be provided without the use of a wastewater lift station. Approval of this amendment to the design contract will allow staff to proceed with the design of plans for the future extension of sewer service to the Visitors Center and surrounding developable land. BACKGROUND: The Agency has programmed a capital project for extension of sewer service to the future Palm Springs Visitor's Center. Currently, the closest existing sewer service is located approximately 1,725 feet away at the corner of Junipero Road and San Marcos Way. This project will extend the public sewer main easterly approximately 375 feet within San Marcos Way to North Palm Canyon Drive (State Highway 111), and approximately 1,350 feet along North Palm Canyon Drive (State Highway 111) to the Palm Springs Visitor's Center. This project will involve coordination and approval through Caltrans as they have oversight and jurisdiction of North Palm Canyon Drive. On October 1, 2003, the Agency awarded a contract to David Evans and Associates, Inc., to provide the necessary design services to facilitate the project. After preparing initial sewer improvement plans, it was discovered that a ten feet drop in elevation between Junipero Road and North Palm Canyon Drive, along San Marcos Way, prevents the extension of sewer service to the northern sphere of Palm Springs without the use of a wastewater lift station. Currently, the City has five lift stations throughout the City, that grind sewage and pump it up and into a sewer main where it can flow by gravity throughout the rest of the sewer system. It is anticipated that the northern sphere of Palm Springs will be able to be serviced by a gravity sewer system that will feed into the proposed lift station, that will force the sewage up the grade differential and into the gravity sewer main in Junipero Road. C Palm Springs Visitor's Center Sewer Line Extension May 5, 2004 Page 2 The scope of services necessary to design a wastewater lift station was outside of the original scope of work included in the contract awarded to David Evans and Associates. After reviewing the necessary scope of work to design a wastewater lift station, and in consultation with staff from the wastewater treatment plant, the Engineering Department established an appropriate scope of services necessary to provide the Agency with plans for a wastewater lift station that will become part of the City's sewer system and the extension of sewer service to the Visitor's Center and future development in the northern sphere of Palm Springs. The increased design fees related to the contract amended will be funded from Merged Area #1 capital project account 8 1 1-81 91-651 48 (NPC Sewer Improvements). SUBMITTED: JU A"O)/� DAVID J. BARAKIAN JO S. RA ND Director of Public Works/City Engineer -rector of Community & Economic Development APPROVED: r DAVID H. READY a Executive Director ATTACHMENTS: 1. Resolution 2. Contract Services Agreement Amendment REVIEWED BY DEPT. OF FINANCE �7�„ J n-') FIRST AMENDMENT TO CONTRACT SERVICES AGREEMENT NO, 469C WITH DAVID EVANS AND ASSOCIATES, INC. FOR CIVIL ENGINEERING DESIGN AND LANDSCAPE ARCHITECTURAL SERVICES CITY PROJECT NO. 03-09 The following articles of Agreement No. 469C are hereby amended to read as follows: SECTION 2.1 Maximum contract amount is amended to Sixty-Eight Thousand Five Hundred Eighty Dollars ($68,580.00). EXHIBIT A is deleted and replaced with the attached Exhibit "A". EXHIBIT C is deleted and replaced with the attached Exhibit "C". EXHIBIT D is deleted and replaced with the attached Exhibit "D". ra -3 EXHIBIT "A" SCOPE OF SERVICES General Scope. The intent of this contract is to provide the Agency with civil engineering design services to accomplish preparation of plans, specifications and estimates(PS&E)forextension of sanitary sewer service to the Palm Springs Visitor's Center located at the northwest corner of North Palm Canyon Drive (State Highway 111) and Tramway Road. Extension of the existing 12-inch diameter sanitary sewer main at the intersection of Junipero Road and San Marco Way shall be made along an alignment that extends easterly approximately 375 feet along San Marco Wayto North Palm Canyon Drive(State Highway 111),and northerly approximately 1,350 feet along North Palm Canyon Drive(State Highway 111) to the Palm Springs Visitor's Center. The Scope of Services as detailed herein shall provide the Agency with a comprehensive set of civil engineering PS&E with which to facilitate future construction of the proposed sanitary sewer main extension. Additionally, the Agency shall be provided with civil engineering design services to accomplish preparation of PS&E for construction of a wastewater lift station located on the north side of W. San Marco Way between N. Junipero Avenue and N. Palm Canyon Drive. The wastewater lift station will initially receive wastewater flows from the Palm Springs Visitors Center,butwill be designed to receive additional flows in the future. The lift station will pump wastewater from its location to an existing sewer line along Junipero. The City's preferred equipment will be incorporated into the proposed design. The design of the proposed station will include the following improvements: Minor grading within the limits of the site Precast wet and dry well configurations. The proposed wet well will be sized to detain flows for acceptable pump start/stop intervals. The dry well will house the required pumping equipment. Check, gate, and air release valves and pressure gauges will also be included in the dry well. Backup generator transfer switch Potable water service within the site limits Electrical and control systems Collection and discharge piping within the limits of the site. Packaged portable hoist. The wastewater lift station shall be designed in conformance with the published specifications and details of the APWA Green Book, Desert Water Agency, and the City of Palm Springs. The wastewater lift station shall be designed to accommodate the future peak flow in accordance with the City of Palm Springs Sewer Master Plan, July 1993,with redundancy. The total dynamic head of the pumps shall be determined by the Contractor based on the design of the force main and a hydraulic model such as Cybernet or H2Onet or an Excel spreadsheet. It is anticipated that the station's vaults and wetwell will consist of precast manhole components and no structural analysis is anticipated on this project. Task 1.0 Proiect Management Task 1.1 Hold PDT Meetings. A Project Development Team (PDT) including representatives from the Agency shall be established after Notice to Proceed (NTP). A kick off meeting with the PDT shall be held as soon as possible after NTP. PDT meetings with the Agency's Project Manager and other representatives from affected agencies shall be held once a month, or as required. The team leaders and/or subconsultants shall attend PDT meetings as appropriate. Contractor shall prepare minutes for each meeting and distribute the minutes to all attendees and other interested parties. C U - 3- � EXHIBIT "A" TO CONTRACT SERVICES AGREEMENT Task 1.2 Progress Reports. Progress reports shall be prepared in accordance with Agency guidelines. Contractor's progress reports typically include: Schedule updates, including a comparison of planned completion, actual completion, and % billed; an Executive Summary; a list of outstanding issues; and a description of completed activities. Reports shall be prepared monthly. Contractor shall prepare monthly reports of expenditures for the project by task and milestone. These reports shall be included as supporting data for invoices presented to the Agency every month. Contractor shall also provide "Action Item" lists to keep all PDT members informed of project progress. Task 1.3 Project Schedule.After receipt of the Notice to Proceed(NTP), Contractor shall provide a detailed project schedule to the Agency for review and comment. Contractor shall revise the schedule throughout the project to reflect the then-current project status. Task 1.4 Kick-Off Meeting. This meeting shall include: a. Clearly defining work tasks to be accomplished. b. Finalizing the project schedule including critical milestones, and deliverables. c. Identifying and discussing existing project constraints and concerns. Task 1.5 Ca/trans Coordination. Contractor shall be responsible for ensuring all necessary and required coordination with the California Department of Transportation for plan approval and encroachment permitting for this project. Contractorshall meet with Caltrans District 8 Encroachment Permitting staff as necessary and required to process plans for approval and an application for an encroachment permit on behalf of the Agency. Task 2.0 Survev Task2.1 Research. Working with staff from the Agency and affected utilities, Contractor shall obtain copies of all available record documents that will define the existing design and right-of-way limits contiguous to the project. Copies of all documents used to establish the design and right-of-way shall be furnished to the Agency upon conclusion of the project. Documents to be obtained include: As-Built Drawings; Assessor Maps; Intersection Ties, Field Notes, Benchmark Data; Pertinent In-Progress Drawings; Existing Utility Drawings and Maps; Flood Zone Designations;Existing Geotechnical Reports; Right-of-Way Maps; Records of Surveys/Tract Maps, and any other available pertinent data or information. Task2.2 Topographic Survey. Contractor shall provide all necessary and required field topographic and/or aerial topographic surveying for the project. Task2.3Right-of-WayMapping. Contractor shall be responsible for all required right-of-way mapping based on record documents to determine existing public rights-of-way and easements of record. Task 3.0 Sewer Improvement Plans.Specifications &Estimate (PS&E) Task 3.1 Utility Potholing. Contractor shall be responsible for "potholing" all impacted utility lines and laterals as required,along the proposed alignment of the sewer line extension. For purposes of this contract, it has been assumed that a maximum of twelve (12) pothole locations will be required. Contractor shall be entitled to compensation for each utility pothole investigation performed, not to exceed the number specified in Exhibit"C". Additional utility pothole locations, if required, shall be considered upon an amendment to this Contract. Contractor shall be responsible for all encroachment permitting and coordination necessary to perform utility pothole investigations within Agency or Caltrans rights-of-way. Cam,- - EXHIBIT "A" TO CONTRACT SERVICES AGREEMENT Task 3.2 35%Submittal. Plans. Contractor shall provide to the Agency and Caltrans for concurrent review and comment Sewer Improvement Typical Sections&Details, and Sewer Improvement Plans&Profiles. A Standard Agency title block for plan sheets shall be used, to be provided by the Agency in digital Autocad format. The title block shall be revised as required by Caltrans to reflect Caltrans' review and approval. Submittal of plans for Caltrans review and comment shall be made directly to Caltrans, with concurrent submittal to the Agency. Engineer's Estimate. Contractor shall provide a preliminary estimate based on approximate quantities and historical construction costs for similar projects. Utility Coordination. Contractor shall be responsible for all utility research and utility coordination throughout the duration of the project. Contractor shall be responsible for obtaining"as-built"or"record drawing" plans of existing utilities within the project area, and for identifying utility locations on the plans. Contractor shall provide the 35% submittal to all impacted utility companies, and shall begin formal coordination to relocate or modify impacted utilities. Copies of correspondence with impacted utility companies shall be provided to the Agency. Contractor shall be responsible for ensuring utility impacts, adjustments, or relocations are accurately reflected in progress plans submitted for review. Task 3.3 65% Submittal. Plans. Contractor shall revise the 35% submittal (plans and engineer's estimate) to reflect all Agency and Caltrans comments. Submittal of plans for Caltrans review and comment shall be made directly to Caltrans, with concurrent submittal to the Agency. Engineer's Estimate. Contractor shall provide a detailed estimate of cost based on the 65% submittal. Special Provisions. Contractor shall prepare and provide to the Agency for review and comment technical specifications and special provisions for the project. The 2000 Standards for Public Works Construction, "Greenbook", shall be used, in addition to 2002 State of California Standard Specifications as appropriate. Agency standard "boiler plate" special provisions in Microsoft Word 5.0 format shall be provided by the Agency. Utility Coordination. Contractor shall provide the 65%submittal to all impacted utility companies and shall continue formal coordination to relocate or modify impacted utilities. Copies of correspondence with impacted utility companies shall be provided to the Agency. Contractor shall be responsible for ensuring utility impacts, adjustments, or relocations are accurately reflected in progress plans submitted for review. Task 3.4 100%Submittal. Plans. Contractor shall revise the 65%submittal(plans,technical specifications and special provisions, and engineer's estimate)to reflect all Agency and Caltrans comments. Submittal of plans for Caltrans review and comment shall be made directly to Caltrans, with concurrent submittal to the Agency. Engineer's Estimate. Contractor shall provide a detailed estimate of cost based on the 100% submittal. Final Utility Coordination. Contractor shall finalize all agreements in writing with all impacted utility companies. Notice shall be formally given of the Agency's intent to advertise the project for construction. All utility impacts, adjustments, or relocations shall be itemized, reviewed, and approved by the respective utility company prior to approval of 100% plans by the Agency. Contractor shall provide written confirmation of review and approval of the plans by the respective utility companies. EXHIBIT "A" TO CONTRACT SERVICES AGREEMENT Final Caltrans Coordination. Contractor shall finalize all coordination with Caltrans District 8 Encroachment Permitting staff. Issuance of an Encroachment Permit from Caltrans District 8 shall be required prior to approval of 100% plans by the Agency. Task 3.5 Final Approval Submittal. Contractor shall revise the 100% submittal (plans, technical specifications and special provisions, and engineer's estimate)to reflect all previous comments. Contractor shall provide an original set of mylar plans to the Agency for signature; and shall provide a print copy of the technical specifications and special provisions, stamped and signed by the Contractor, to the Agency for signature. A digital copy of plans in Autocad format, and a digital copy of the technical specifications and special provisions in Microsoft Word 5.0 shall be provided. An original, stamped, Engineer's Estimate shall be provided to the Agency. Task 4.0 Wastewater Lift Station Improvement Plans, Specifications & Estimate (PS&E) Task 4.135% Submittal. Site Layout. Contractor shall prepare an 8.5"x I V exhibit that shall include a schematic drawing of the site of the wastewater lift station, its proposed equipment, and the relationship to existing improvements. Equipment shall be identified using leaders with labels. Contractor shall obtain the Agency's approval of the site layout before beginning preparation of 65% construction drawings. Design Concept Memorandum. Contractor shall prepare a memorandum for the wastewater lift station's design and submit to the Agency for review and approval. The memorandum shall include approximately one page of text that describes the wastewater lift station, its capacities, and component manufacturers. Calculations shall be attached to the memorandum that justify the flow rate and total dynamic head of the proposed pumps. Contractor shall obtain the Agency's approval of the design concept before incorporating its contents into the 65% construction drawings. Task 4.2 65% Submittal, Plans. Contractor shall prepare 65%level construction drawings for the wastewater lift station in accordance with the Agency approved design concept memorandum. The plans shall add details,sections,keynotes,and electrical design to the approved design concept for a detailed Agency review.The wastewater lift station shall be defined in one set of construction drawings. The site plan shall be plotted at a scale that allows the entire site to be illustrated on one sheet. The civil and mechanical portion of the construction drawings is not expected to exceed six 24"x 36" sheets. Engineer's Estimate. Contractor shall provide a detailed estimate of cost based on the 65% submittal. Special Provisions. Contractor shall prepare and provide to the Agency for review and comment technical specifications and special provisions for the wastewater lift station. The 2000 Standards for Public Works Construction, "Greenbook", shall be used, in addition to 2002 State of California Standard Specifications as appropriate. Specific special provisions not included in these standards will be prepared using the MasterSpec program in an AIA format. Agency standard "boiler plate"special provisions in Microsoft Word 5.0 format shall be provided by the Agency. Site Visit and Comment Discussion. Contractor shall meet with Agency staff for one meeting to discuss the Agency's comments on the 65%submittal if necessary, as determined by the Agency. This meeting will also be used to conduct a field visit of the proposed site of the wastewater lift station. cca--: - 7 EXHIBIT "A" TO CONTRACT SERVICES AGREEMENT Task 4.3 90% Submittal. Plans. Contractor shall revise the 65%submittal(plans,technical specifications and special provisions,and engineer's estimate) to reflect all Agency comments. Engineer's Estimate. Contractor shall provide a detailed estimate of cost based on the 90% submittal. Task 4.4 Final Approval Submittal. Contractor shall revise the 90% submittal (plans, technical specifications and special provisions, and engineer's estimate)to reflect all previous comments. Contractor shall provide an original set of mylar plans to the Agency for signature; and shall provide a print copy of the technical specifications and special provisions, stamped and signed by the Contractor, to the Agency for signature. A digital copy of plans in Autocad format,and a digital copy of the technical specifications and special provisions in Microsoft Word 5.0 shall be provided. An original, stamped, Engineer's Estimate shall be provided to the Agency. Task 5.0 Electrical Design GeneraiScope. Contractor shall obtain an Electrical Engineer(EE)and shall provide an appropriate electrical design of a three phase electrical service and distribution system for a duplex pump station consisting of a wetwell/drywell pumping arrangement. Contractor and/or its EE shall coordinate with Southern California Edison for electrical service requirements. An automatic transfer switch will be designed to transfer power to a future standby generator in the event of a utility power failure. The Contractor and/or its EE shall design a system with conduits from the transfer switch to the location of a future standby generator to be furnished or installed by the Agency. An ultrasonic level transmitter shall be designed to monitor wetwell levels and to control the wastewater lift station pumps. Contacts in the transmitter will be configured to start and stop each pump.Additional high and low level alarm floats shall be designed to provide alarm backup to the ultrasonic level sensor. A CrosStar LiftStar wastewater lift station monitoring system shall be designed for remote monitoring and alarm notification. Status and alarm signals from the wastewater lift station will be monitored by the LiftStar system and displayed on a website created by LiftStar for the Agency.The LiftStar system will notify operators when a Critical alarm such as pump failure or when a high level condition occurs. Communication from the lift station to the LiftStar monitoring site will be provided by cellular telephone. The only site lighting that will be provided will be a wall-mounted light located in the drywell pit. Tasks to be Completed by Contractor's EE: • Telephone,e-mail and fax coordination with Agency as required to coordinate ideas and desig n strategies. Attend and participate in one design review meeting with Agency staff to discuss design review comments. Coordinate with Southern California Edison (SCE)for electrical service requirements. Prepare an electrical site plan to show equipment locations, site lighting and conduit routing. Prepare a single line diagram to show the 480V, 30-power distribution, electrical component sizes, conduit and conductor sizes. Design and coordinate with CrosStar to design the LiftStar monitoring system for remote monitoring and alarm notification. Prepare a panel schedule for all 120/240V loads. Prepare an electrical equipment rack elevation. w _ 3 O • Prepare electrical details and construction notes as necessary. Ir jW] �' �(// EXHIBIT "A" TO CONTRACT SERVICES AGREEMENT Prepare load and short circuit calculations. Prepare electrical and instrumentation specifications. Deliverables to be Provided., Contractor and/or its EE shall provide Agency with one set of reproducible vellums and technical specifications and special provisions for the electrical service and distribution system for a duplex pump station. Contractor and/or its EE shall provide limited utility coordination to provide electrical service to the site. Contractor and/or its EE shall establish contacts for utility service design, provide phone and email correspondence, send plans, load calculations and any other information requested by SCE in order for them to provide an electrical service plan for the wastewater lift station. Task 6.0 Project Advertisement& Bidding Scope. Contractor shall provide the Agency with assistance as required during the project advertisement and bidding period. Task 6.1 Pre-Bid Meeting. Contractor shall attend a pre-bid meeting to be scheduled in advance of the bid opening date. The Contractor shall monitor the meeting and field all questions asked by potential bidders. Contractor shall prepare minutes of the pre-bid meeting within two(2)days following the pre-bid meeting for distribution to all attendees by the Agency. Note,this scope of work is only required if the Agency determines that scheduling of a pre-bid meeting for this project is required. In the event a pre-bid meeting is not scheduled, the Contractor shall not be entitled to compensation for this task item of work as indicated therefore. Task 6.2 Bidding Interpretations. Contractor shall review and respond to all inquiries and questions, "Requests for Information" (RFI's), relating to the plans and specifications during project advertisement and bidding. Contractor shall respond to any and all discrepancies, errors or omissions within the plans through a formal written response to RFI's submitted to the Agency, for subsequent use in the issuance of an addendum, prepared and issued by the Agency. Task 6.3(Optional)Bid Review&Analysis. In the event the low bid for the project is 20%or more than the final Engineer's Estimate prepared by the Contractor,the Contractor shall obtain copies of submitted bids for review and analysis. Contractor shall compare the construction bids with the final Engineer's Estimate and identify specific construction bid cost-overruns. The Contractor, in consultation with the Agency, shall determine and be responsible for"value engineering" if construction bids are acceptable, or recommend re- bidding, as necessary. The Agency shall have the right to a final determination if re-bidding or value engineering is appropriate. Note, this scope of work is optional and will only be required if the low bid for the project is 20% or more than the final Engineer's Estimate prepared by the Contractor. In the event the low bid for the project is within below or within 20% above the final Engineer's Estimate, this task item of work shall not be required and the Contractor shall not be entitled to compensation for this task item of work as indicated therefore. END OF SCOPE OF SERVICES END OF EXHIBIT "A" e. --� - `� EXHIBIT "A" TO CONTRACT SERVICES AGREEMENT EXHIBIT "C" SCHEDULE OF'COMPENSATION Tasks listed below are identical to tasks identified in Exhibit A of this Agreement. Payments to Contractor shall be made no more frequently than monthly, and shall be based on costs per unit of work as indicated herein, Lump sum payments shall be made to Contractor based upon completion of tasks, or pro-rats portions thereof noted below, to a maximum of 75% of the lump sum task item fee until completion of such task item. Each request for payment shall contact Contractor's statement of the work or tasks completed or portion performed, with supporting documentation. The determination of payment due shall be made based upon the reasonable judgement of the Contract Officer. Sub-Task Total Task Total Lump Sum Lump Sum Task 1.0, Project Management --- $2,010.00 Task 1.1, Kick-Off Meeting $265.00 --- Task 1.2, Hold PDT Meetings $505.00 --- Task 1.3, Project Schedule Updates $200.00 --- Task 1.4, Project Progress Reports $920.00 --- Task 1.5, Caltrans Coordination $120.00 Task 2.0, Survey --- $11,340.00 Task 2.1, Research $520.00 --- Task 2.2, Topographic Survey $9,120.00 --- Task 2.3, Right-of-Way Mapping $1,700.00 --- Task 3.0, Sewer Improvement Plans, Specifications and Estimate (PS&E) --- $18,130.00 Task 3.1, Utility Potholing, 12 locations at$800.00 each $9,600.00 --- Task3.2, 35% Submittal $2,890.00 -- Task3.3, 65% Submittal $2,890.00 --- Task3.4, 100% Submittal $1,730.00 --- Task 3.5, Final Approval Submittal $1,020.00 Task 4.0, Wastewater Lin Station Plans, Specifications and Estimate (PS&E) -- $22,325.00 Task4.1, 35% Submittal $1,650.00 --- Task4.2, 65% Submittal $12,855.00 -- Task4.3, 90% Submittal $6,055.00 --- Task4.4, Final Approval Submittal $1,765.00 --- Task 5.0, Electrical Design $12,075 00 Task 6.0, Project Advertisement&Bidding --- $1,700.00 Task 6.1, Pre-Bid Meeting $220.00 --- Task 6.2, Bidding Interpretations $520.00 --- Task 6.3 (Optional). Bid Review&Analysis $960 00 Sub-Total of all Tasks of this Contract --- $67,580.00 Reimburseable Expenses (Not to Exceed, based on prior payment of verified project costs) $1,000.00 Grand Total of this Contract (Not to Exceed) $68,580.00 END OF EXHIBIT "C" EXHIBIT "D" SCHEDULE OF PERFORMANCE Task 1 shall be completed within 2 weeks of Notice to Proceed. Task 2 shall be completed within 4 weeks of Notice to Proceed. Task 3.1 shall be completed within 7 weeks of Notice to Proceed. Task 3.2 shall be completed within 5 weeks of Notice to Proceed. Task 3.3 shall be completed within 10 weeks of Notice to Proceed. Task 3.4 shall be completed within 13 weeks of Notice to Proceed. Task 3.5 shall be completed within 15 weeks of Notice to Proceed. Task 4.1 shall be completed within 2 weeks of approval of the First Amendment to the Contract Services Agreement. Task 4.2 shall be completed within 3 weeks of Agency approval of deliverables of Task 4.1. Site visit to be scheduled upon date mutually agreeable to Contractor and Agency staff. Task 4.3 shall be completed within 3 weeks of the Site Visit completed in Task 4.2. Task 4.4 shall be completed within 2 weeks of Agency approval of deliverables of Task 4.3. Task 5.0 shall be completed as necessary and consistent with Tasks 4.1 through 4.4, inclusive. Task 6 shall be completed as required by Agency. The Schedule of Performance for Task 3 items assumes a 2 week review time by Caltrans and Agency staff. The Schedule of Performance may be extended upon approval of the Contract Officer in the event Caltrans or Agency staff review times exceed the 2 week timeframe included in the Schedule. END OF EXHIBIT "D" Except as specifically amended by this Amendment No. 1, all terms and provisions of Agreement No. 469C shall remain in full force and effect. ATTEST: CITY OF PALM SPRINGS, a municipal corporation By: By: Assistant Secretary Chairman APPROVED AS TO FORM: By: Agency Counsel CONTRACTOR: Check one:_Individual_Partnership Vorporation Corporations require two notarized signamues: One signature must be from the Chairman of Board, sident,or any Vice P esident. The second signature must be from the Secretary,Assistant Secretary,Treasurer, ssisfan[Treat e , o ^l;hief Financial filler). By: By: otarizeSignature of Ch r an of Board, Notarized Signature Secretary, Asst Secretary, President or any Vice resident !, , Treasurer, IAsst treasurer or Chief Financial Officer Name: ►`•'t (� t� Name: , l 1" A Title: 1^ I Title: State 0 State of Count of �{ Coun o£ ,I' Ono- Ai efore me, ` �r I ont 9 `-before❑ L G ) personally appeared 1�'{sonally appeared personally known to me(or proved to me on the basis o satis actory personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s)is/are sub to the evidence)to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by die same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s),or the entity his/her/their signature(s)on the instrument die person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. upon behalf of which the person(s)acted,executed the instrument. WITNESS my hand and official seal. WITNESS my(rand and official seal. Notary Signamr I Notary Signatu: t/ Notary Seal: Notary Seal: OFFICUIL SEAL OFF101AL CINOY L.EOGIMAN CINDK L. Ef3(iIMAk NOTARY PUBLIC-OREGON NO?ARY PUBLIC-0REGON COMMISSION N0. 352941 tyry CDMMISSION IFXPIRES MAR294200G MY COMMISSION EXPIRES MAR. 1 2006 RESOLUTION NO. OF THE COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF PALM SPRINGS APPROVING THE FIRST AMENDMENT TO THE CONTRACT SERVICES AGREEMENT WITH DAVID EVANS AND ASSOCIATES, INC., AGREEMENT 469C, FOR AN INCREASE OF $36,400.00, FOR AN AMOUNT NOT TO EXCEED $68,580.00, FOR PROFESSIONAL ENGINEERING DESIGN SERVICES FOR THE PALM SPRINGS VISITOR'S CENTER SEWER LINE EXTENSION, CITY PROJECT 03-09 BE IT RESOLVED BY THE COMMUNITY REDEVELOPMENT AGENCY of the City of Palm Springs, that the first amendment to the contract services agreement with David Evans and Associates, Inc., Agreement 469C, for an increase of $36,400.00, for an amount not to exceed $68,580.00, for professional engineering design services for the Palm Springs Visitor's Center Sewer Line Extension, City Project 03-09, is hereby approved. ADOPTED this 5`"day of May, 2004. AYES: NOES: ABSENT: ATTEST: COMMUNITY REDEVELOPMENT AGENCY OF THE CITY OF PALM SPRINGS, CALIFORNIA By: Assistant Secretary Chairman REVIEWED AND APPROVED AS TO FORM: