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W 32nd St Det Basin MSA Amend Contract DU~~E ~cJ<e-~ MEMORANDUM December 21,2005 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: W. 32nd Street Detention Basin Design and Upstream Ditch Improvements { A Fiscal Year 2005 appropriation established funding to design the improvements to the W. 32nd Street Detention Basin, conceptually presented in the Drainage Basin Master Plan. The Fiscal Year 2006 Capital Improvements Program budget includes $1,573,000 for construction of the improvements. In December 2004, the City Council approved an RFP for the improvements. Project objectives include a detention basin that incorporates features to minimize or ease maintenance activities required to keep the facility operating at an optimum level. The detention basin also must include an area to collect sediment and debris for easy removal. In February 2005, the City Council approved the selection of MSA Professional Services, I nc. to provide engineering and design services for the W. 32nd Street Detention Basin project and authorized the City Manager to enter into an agreement with MSA Professional Services for the project for the estimated fee of $105,582. If improvements are made to the 1.5 miles of creek between Carter Road and the W. 32nd Street Detention Basin, the sediment load to the detention basin will lower the detention basin maintenance costs. City Engineer Gus Psihoyos recommends City Council approval of an amendment to the contract with MSA Professional Services in an estimated amount of $15,500 to include the design of ditch improvements upstream of the W. 32nd Street Detention Basin to reduce the sediment load on the W. 32nd Street Detention Basin. I concur with the recommendation and respectfully request Mayor and City Council approval. ( ~/ . rll) l"h)~(( Michael C. Van Milligen - , - MCVM/jh Attachment cc: Barry Lindahl, Corporation Counsel Cindy Steinhauser, Assistant City Manager Gus Psihoyos, City Engineer D~~~E ~ck~ MEMORANDUM December 14, 2005 TO: Michael C. Van Milligan Xiv FROM: Gus Psi hoyos, City Engineer SUBJECT: W. 32nd Street Detention Basin Design and Upstream Ditch Improvements INTRODUCTION The purpose of this memorandum is to seek authorization to expand the scope of work associated with the design of the W. 32nd Street Detention Basin to include ditch improvements upstream of the W. 32nd Street detention basin. BACKGROUND A Fiscal Year 2005 appropriation established funding to design the improvements to the W. 32nd Street Detention Basin conceptually presented in the Drainage Basin Master Plan. The Fiscal Year 2006 Capital Improvements Program budget includes $1,573,000 for construction of the improvements. In December, 2004, the City Council approved an RFP for the improments. Project objectives include a detention basin that incorporates features to minimize or ease maintenance activities required to keep the facility operating at an optimum level. The detention basin also must include an area to collect sediment and debris for easy removal. In February, 2005, the City Council approved the selection of MSA Professional Services, Inc. to provide engineering and design services for the W. 32nd Street Detention Basin project and authorized the City Manager to enter into an agreement with MSA Professional Services for the project for the estimated fee of $105,582. In October 2005, the City Council approved the use of two wet ponds as part of the design of the W. 32nd Street Detention Basin project. The purpose of the wet ponds is to help meet the design requirement outlined in the RFP for a detention basin that incorporates features to minimize maintenance activities required to keep the facility operating at an optimum level. DISCUSSION Approximately 2,700 cubic yards of sediment is delivered to the W. 32nd Street Detention Basin each year. The wet pond to be constructed within the detention basin will prevent the sediment entering the basin from dispersing throughout the entire basin, thereby reducing maintenance costs associated with sediment removal. Reducing the sediment load to the detention basin will lower detention basin maintenance costs. Figures 1 and 2 are photos that shoJ the highly erosive nature of the creek that flows between the Carter Road and W. 32nd 'Street Detention Basins. I ESTIMATED FEE $6,000 $0 $3,500 $6,000 $0 TOTAL $15,500 RECOMMENDATION I recommend that an amendment to. the contract with MSA Professional Services to include the design of ditch improvements upstream of the W. 32nd Street Detention Basin be submitted to the City Council for consideration and approval. BUDGET IMPACT The estimated fees for the expanded scope are $15,500, which would be funded from the FY2005 Stormwater Ditch Remediation appropriation (CIP-7201004) in the amount of $266,500. Once designed, a creek improvement project would follow, funded from the same appropriation. ACTION REQUESTED I I respectfully request that an amendment to the contract with MSA Professional Services to include the design of ditch improvements upstream of the W. 32nd Street Detention Basin be submitted to the City Council for consideration and approval. attachments Prepared by Deron Muehring Cc: Dawn Lang, Budget Director Don Vogt, Public Works Director Deron Muehring, Civil Engineer II MSA Amendment No. 2 .:.I.....I:I....."I'...I..r.....S B R" ICE S I TRANSPORJ'AnOH. MUNICIPAL DEVELOPMEHr' ENVIRONMENTAL To: City of Dubuque Mr. Gus Psihoyos, PE 50 West 13th Street Dubuque, Iowa 52001 Date of Issuance: August 18,2005 MSA Project No.: 4920501A This is an amendment to the Professional Services Agreement dated April 25. 2005 and does acknowledge that MSA Professional Services, Inc. (MSA) is authorized to begin work on the following project: Project Name: West 32nd Street Detention Basin Channel Erosion Protection - Survey and Design The scope of the work authorized is: See Attachment A. The schedule to perform the work is: approximate start: approximate completion: October 15, 2005 November 30, 2005 The estimated fee for the work is: $15,500.00 This authorization for the work described above shall serve as the Agreement between MSA and OWNER. Any attachments or exhibits referenced in this Agreement are made part of this Agreement. Payment for these services will be on a time and materials basis. Approval: MSA shall commence work on this project in accordance with your written authorization. This authorization is acknowledged by signature of the authorized representatives of the parties to this Agreement. A copy of this Agreement signed by the authorized representatives shall be returned for our files. If a signed copy of this Authorization is not received by MSA within seven days from the date of issuance, MSA may stop work on the project. Date: MSA PROFESSIONAL SERVICES, INC. -17~?g~ ;C. Patrick R. Ready, Jr., PE T earn Leal;ler Date: II) / ZoO' I I 1605 Associates Drive, Suite 102 Dubuque, Iowa 52002 Phone: (563) 582-3973 Fax: (563) 582-4020 CITY OF DUBUQUE Gus Psihoyos, PE City Engineer 50 West 13th Street Dubuque, Iowa 52001 Phone: (563) 589-4210 Fax: (563) 589-0890 Page 1 of 1 G:\Projects\490s\492\4920501 \Contract\Contract Amendment #2.doc Attachment A Scope of Work Task 1 - Conduct Survey: MSA will conduct a topographic survey of the channel beginning at West 32nd Street, at the approximate upstream end of the proposed West 32nd Street Detention Basin, extending approximately 7,700 feet upstream. MSA will obtain topographic data for channel cross-sections at 100-ft intervals approximately 50 feet wide 25-feet in either direction from channel centerline and 10 feet deep. The survey crew will take a color photograph of each cross-section surveyed with the view facing downstream. The crew will also complete a Manning-n estimate worksheet for each cross-section. The topographic survey will identify underground and overhead utilities, property boundaries, easements, rights-of-way, and buildings within 75 feet of the centerline of the channel. Where easily identifiable, the survey will identify the limits of manicured lawns. MSA will also survey four bridges located along this alignment. Bridge surveys will include dimensions of height and width of opening dimensions, length, upstream and downstream inverts, material type, and any additional dimensions required to define the capacity of the structure. A color photograph showing the inlet and outlet of each structure will also be collected. Additionally, a cross- section running through the saddle-point where flood-flows would overtop the roadway, bridge deck, or similar, will be collected similar to that collected for the channel cross-sections. Estimated Cost: $6,000 Note - The survey encompassing the entire length of channel will be done after leaf drop. Task 2 - Conduct Hydraulic Analysis MSA will construct an HEC-RAS model of the channel system including all surveyed cross-sections. The model will be used to determine 25-yr and 100-yr flood elevations and channel velocities. The 25-yr event is the standard erosion control event. The 1 OO-yr event will be evaluated because the increase in the depth of flow between the two events is likely not great; providing 1 OO-yr erosion protection may not require a significant additional cost. Flows for the HEC-RAS model will be determined using the existing HEC-HMS model prepared by HDR during the 2001 Drainage Basin Master Plan. Rainfall events simulated using the HEC-HMS model will be SCS Type II distributions. MSA will complete channel stabilization designs according to the design guidelines identifies in the following publications, "Loose Riprap Protection, USDA" and "Streambank and Shoreline Protection Engineering Field Handbook, USDA & NRCS." MSA will develop an improved conditions HEC-RAS model to verify that changes to channel geometry and roughness will not adversely affect flood elevations along the project corridor and that proposed stabilization practices are adequate for erosion prevention. Estimated Cost: $3,500 Task 3 - Prepare Plans and Specifications: MSA will prepare construction plan sheets including alignment and cross-section drawings. MSA estimates 5 plan sheets for alignment drawings, 10 plan sheets for cross-section drawings, and 2 plan sheets for details. In addition to identifying the locations of cross-sections, alignment drawings will identify underground and overhead utilities, property boundaries, easements, rights-of- way, and buildings within 75 feet of the centerline of the channel, and the limits of manicured lawns. Cross-section drawings will identify the existing channel geometry and will show the proposed geometry of the channel with rip-rap stabilization. Detail drawings will include typical sections for rip-rap installation. Estimated Cost: $6,000 . . DU~~E ~~~ MEMORANDUM August4,2005 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: P!'!!;!~ Ortlers to Public Improvement Contracts A change order for a public improvement contract is technically an amendment to the contract, which would require City Council approval. Corporation Counsel Barry Lindahl is recommending that the City Council adopt a formal written policy for i.)~j;l~g~ d.tdets. City Engineer Gus Psihoyos is recommending that qh!i!fj!rl~ OrtlElrs be approved by the City Manager, as is current practice. He further recommends that when q~hg~ 6rtlers exceed 10% of the amount budgeted for the project, or $100,000, whichever is greater, that a report be submitted to the City Council. For any material change in the contract, however, City Council approval of the change order would be required. I concur with the recommendation and respectfully request Mayor and City Council approval. /11J Lr,;, j)zJL Michael C. Van Milligen MCVM/jh Attachment cc: Barry Lindahl, Corporation Counsel Cindy Steinhauser, Assistant City Manager Gus Psi hoyos, City Engineer 5UB~E ~<k~ MEMORANDUM August 5, 2005 FROM: Michael C. Van Milligen, City Ma~r> Gus Psihoyos, City Engineer ~./ TO: SUBJECT: Change Orders to Public Improvement Contracts INTRODUCTION The City of Dubuque does not have a formal written policy regarding approval of change orders for public improvement contracts. The attached resolution delegates the authority to approve change orders to the City Manager. DISCUSSION A change order for a public improvement contract is technically an amendment to the contract, which would require City Council approval. Corporation Counsel Barry Lindahl is recommending that the City Council adopt a formal written change order policy. The proposed policy provides that change orders will be monitored by the City Manager or his designee on a project. When change orders exceed 10% of the budgeted amount as approved by City Council, or $100,000, whichever amount is greater, the City Manager must provide an informational memorandum to the City Council concerning the details of the change order or change orders. The explanation of the change order will include the status of the project and all change orders. The policy also include unit price bid items when they exceed the above limits This process will not require the contractor to discontinue work until the informational memorandum has been presented to the City Council. When a material change in the project occurs or the type of work changes substantially from what was originally approved by the City Council, approval of the change order by the City Council rather than by the City Manager. The policy also requires that when the project is completed, all quantities and costs must be presented by the City Manager for final City Council acceptance. , The final payment schedule will show how the final quantities changed from the original enginee(s quantities. ACTION TO BE TAKEN The attached resolution authorizing the City Manager to approve change orders to public improvement contracts and providing the procedure for such change orders should be submitted to the City Council for consideration. Preparer: Barrv A. Lindahl. ESQ. Address: Suite 330 Harbor View Place 300 Main Street Dubuque. IA 52001 Telephone: (563) 583-4113 RESOLUTION NO. 389-05 AUTHORIZING THE CITY MANAGER TO APPROVE CHANGE ORDERS TO PUBLIC IMPROVEMENT CONTRACTS AND PROVIDING A PROCEDURE FOR SUCH CHANGE ORDERS NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: 1. After award of a public improvement contract by the City Council, the City Manager or the City Manager's designee may approve change orders subject to the following procedure. All change orders shall be monitored by the City Manager to note the point in time when the change orders equal 10 percent of the budgeted amount approved by the City Council for the project or whenever the total for all change orders exceeds $100,000, whichever amount is greater. Once change orders totaling such amount have been issued, for any subsequent change order the City Manager shall provide an informational memorandum to the City Council containing an explanation of the change order and the status of the project and change orders issued to date at the next City Council meeting. The City Council may modify the $10,000 limit in the resolution approving a public improvement contract. Work on the project shall be allowed to continue during the time the City Manager is preparing the informational memorandum. 2. The foregoing procedure shall apply to unit priced contracts when it becomes apparent that there will be a change in the number of units that will have the effect of increasing the contract by the amounts specified above. 3. Notwithstanding the foregoing provisions, a change order shall be submitted to the City Council for approval when it involves a material change in the quantity or type of work to be done under the contract. 4. Once a project has been completed, the total quantities and costs shall be presented by the City Manager to the City Council for acceptance and payment. Such quantities shall include the quantities from change orders as well as the final, as-built measured quantities. Passed, approved and adopted this 15th day of August ayor .2005. Attest: Jeanne F. Schneider, City Clerk F:\USERS\lslBCklelLindahllRellolutions\AulhorizlngCItyMa~rApproveChangeO_.Jl111.doc