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HomeMy WebLinkAbout04/21/1998, C3 - SANTA ROSA STREET BRIDGE DESIGN CONTRACT AMENDMENT r ADCOUncit 'Vnl 21, 1998 aacEnba Pwpmt 1=N,,.6a c3 CITY OF SAN LUIS OBISPO FROM: Michael D. McCluskey, Director of Public Wor Prepared By: Barbara Lynch Civil Engineer SUBJECT: SANTA ROSA STREET BRIDGE DESIGN CONTRACT AMENDMENT CAO RECOMAMNDATION 1) Approve the amendment to the agreement for the Santa Rosa Street Bridge and authorize the City Engineer to execute it. 2) Appropriate$ 2,660 from the unappropriatedbalance of the General Fund and$10,640 in grant revenue and move it to 400.9082.520.552 for Santa Rosa Street Bridge design services. 3) Direct Finance to encumber an additional $1,840 in 400.9082.520.550 and$14,800 in 400.9082.520.552 to Quincy Engineering. DISCUSSION: The Santa Rosa Street bridge over San Luis Obispo Creek was identified by the State of California Department of Transportation as deficient For the past year, a consultant worked to complete the design of the bridge and obtain the necessary permits for construction. The design is complete except for those things relating to conditions of the permits. The permits and right of way necessary for construction are still pending. Eighty percent of the design and construction costs will be funded through the Federal Highway Bridge Replacement and Rehabilitationprogram. The designers for the Santa Rosa street bridge requested additional funds to cover changes in the scope of work. Staff looked at the request for changes in scope to determine if they were valid. Staff determined there are three items considered"out of scope." The first item is a design feature called sill walls. These are used to limit the scouring of the creek bottom. The second is compliance with Army Corps of Engineers(ACE)requirements in order to complete our permit. The third item relates to additional effort needed to acquire a construction easement. Staff does not see a workable alterative to the additional work scope for the designers. Completion of the remaining work by City staff will only delay other projects in the Capital Improvement Program. Sill Walls The existing bridge walls are mostly exposed due to the erosion of the creek bottom. City records show the creek has scoured down about 2 meters (6 'h feet) at the bridge over the last 25 years. The new bridge is designed with deeper walls on either side. This depth allows the bridge to remain standing as the creek bed erodes. If erosion was severe,the bottom of the walls would be exposed and the roadbed behind the walls would fail. The bridge would not fail because piles, C3 r � 1 Council Agenda Report—Santa Rosa Street Bridge Design Contract Amendment Page 2 which go down into the bed rock, support the walls. In addition to the loss of the road bed, staff is concerned about the adjacent creek wall of the Frank Lloyd Wright building. The building sits at the comer of Santa Rosa and Pacific streets and is the only Frank Lloyd Wright building in the County. The footing for the creek wall built with the Frank Lloyd Wright building is exposed. Erosion of the creek bed will ultimately undermine this wall. Staff feels the sill walls have substantial benefits. The sill walls will give the new bridge long term protection by limiting the channel depth. They will also lessen the undennining of upstream improvements and natural creek banks. The new bridge walls could be designed deeper for protection in lieu of the sill walls, but that would not provide the benefit of limiting the channel depth. The sill walls are low in the creek with notches to allow for fish passage. The ACE indicated they are in favor of the sill walls because of the long term benefits; however, they also have concerns regarding construction. The sill walls were not in the original project scope. The consultant must design the walls. They must put together additional support information for the ACE to justify the construction of the sill walls and to discuss the impacts on the wetland habitat. Permits In the last year,the ACE increased the amount of biological information they require before considering a permit complete. Part of this is due to the placement of Steelhead trout on the endangered species list. The presence of endangered species or potential habitat means the City must have a Consultation with the Department of Fish and Wildlife (F&W)and National Marine Fisheries(NMF). The City is preparing additional biological information for the permit application to ACE and for the consultation with F&W and NMF. The permit and consultation are necessary to complete the construction of the bridge. The listing of the Steelhead took place after the consultant submitted their proposal. The ACE has also issued a revised set of permit conditions since the proposal submittal. The consultant must spend additional time reviewing the new biological information and incorporating it in the permit application. They will also need to be involved in the consultation with F&W and NMF. There is a possibility the ACE will require this project to go through an individual permit process. This is different than the normal permitting process for our construction projects. If the ACE requires an individual permit,the consultants agreement will have to be revised again. Significant effort is needed for individual permits. Until we get a complete permit application in, we will not know what the ACE determination will be. The consultant and staff feel we have a very good chance of getting the project through under the normal permit process. Ri t of Way The City is in the process of acquiring seven temporary construction easements. Most of these are for stream diversion in the creek during construction. A stream diversion consists of a pipe placed in the channel to move the creek water through the site. The pipe allows fish to pass through the construction unobstructed. We have reached an agreement with all but one property c-3-z r � Council Agenda Report—Santa Rosa Street Bridge Design Contract Amendment Page 3 owner. The owner is difficult to reach due to his own schedule and has concerns about the project. We are working with the owner continually. The time spent is beyond what could be anticipated for such an acquisition. FISCAL MACT: Design I Acquisition Total Current Balance * $6,1091 $ 9,716 1 $ 15, 825 Existing Contract Amount $108,710 $ 8,395 $ 117,105 Additional encumbrance from existing balance $ 1,500 $ 1,840 $ 3,340 Additional appropriation needed $ 13,300 $13,300 (20%City, 80%Federal) ($ 2,660, $10,640) New Contract Total: $ 123,510 $ 10,235 $ 133,745 *Existing contract amount for the design consultant has already been subtracted. Expenses relating to biological work do not currently show in the Finance records and are accounted for in a reduced encumbrance from the balance. ** The bulk of these funds will be needed for actual payment to property owners for easements and are not available for right of way agent services. This project is eligible for 80%reimbursement. The City will pay 20%of the additional costs. The additional appropriation from the General Fund Balance will not significantly impact the City's policy goal of a 20%fund balance. ATTACHMENT: Agreement Amendment with Exhibit A C-3-� AMENDMENT ONE TO AGREEMENT THIS AMENDMENT TO AGREEMENT is made and entered in the City of San Luis Obispo on this day of , 1998, by and between the CITY OF SAN LUIS OBISPO, a municipal corporation, herein after referred to as City, and Quincy Engineering hereinafter referred to as Consultant. WITNESSETH: WHEREAS, on December 31, 1996 the City entered into an Agreement with Consultant for design services for the Santa Rosa Street Bridge; and WHEREAS, the City desires to amend the scope of services to include additional design services as outlined on the attached work scope; NOW THEREFORE, in consideration of their mutual promises, obligations and covenants hereinafter contained, the parties hereto agree as follows: 1 . The scope of services and related compensation is hereby amended as set forth in Exhibit A attached hereto. 2. All other terms and conditions of the Agreement remain in full force and effect. IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed the day and year first written above. ATTEST: CITY OF SAN LUIS OBISPO, A Municipal Corporation By: City Clerk City Engineer APPROVED AS TO FORM: CONSULTANT By: it Atto hey C-3 -� Work Scope - Santa Rosa Street Bridge Amendment One to Agreement The following outlines the major elements necessary to complete the extra work. It is understood the Consultant will furnish other minor work associated with the extra work to make the project ready for construction under the conditions outlined in the original proposal and under this amendment. A. Add Sill Walls: A.1 . Hydraulic Analysis A.2. Design A.3. Incorporate sill walls in the contract documents including adjustments to previously designed elements. A.4. Provide additional coordination with or information for the City or permitting agencies with the understanding the City will furnish biological information. Review and furnish additional biological information to permitting agencies. TOTAL A. (not to exceed):.......... $ 6950 B. Complete Permits: B.1 . Coordinate with the City and the City's biologist, review and furnish additional biological information to permitting agencies. B.2. Furnish any information other than biological required by Army Corps of Engineers, Fish and Wildlife and other permitting agencies. B.3. Obtain Army Corps of Engineers permit for construction under the Nationwide Permit program and CRWQCB certification or waiver. B.4. Coordinate with the City and Caltrans and participate in the Fish and Wildlife and National Marine Fisheries consultation furnishing information as needed. TOTAL B. (not to exceed): .......... $ 7850 C. Complete Right of Way: C.1 . Complete temporary construction easement acquisition. TOTAL C. (not to exceed): .......... $ 1840 EXHIBIT A d-3'�