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wilson & co. design slough12/21/87AGREEMENT for PROFESSIONAL ENGINEERING SERVICES between CITY OF SALINA, KANSAS and WILSON 6 COMPANY, ENGINEERS b ARCHITECTS Salina, Kansas THIS AGREEME/NT, made and entered into this Z/ day of Dua4.bo)/ , 1987, by and between the CITY OF SALINA, KANSAS, Party of the First Part, hereinafter referred to as the CITY; and WILSON b COMPANY, ENGINEERS 6 ARCHITECTS, with offices at 631 E. Crawford, Salina, Kansas, Party of the Second Part, hereinafter called the CONSULTANT. This Agreement consists of 3 pages. WITNESSETH: That for and in consideration of the services to be rendered and the payments hereinafter agreed to be made, it is mutually agreed as follows: Proiect Definition The project design will be for three specific items of construction as out- lined below: 1. A reinforced concrete box storm sewer from the north end of the Third Street Slough northeasterly to Second Street, thence northerly along the center portion of Second Street to Prescott Avenue, thence northeasterly to the Smoky Hill River. 2. Design that portion of Second Street disturbed by the storm sewer. 3. Design relocation of 6 -inch water line or 8 -inch sanitary sewer. SECTION I - BASIC CONSULTING SERVICES A. Scope of Services. 1. The CONSULTANT shall perform a flood routing analysis along the Third Street Slough to determine the available storage in the slough for sizing the reinforced concrete box storm sewer. This analysis does not take into account any overflow from South Salina that may enter the Fourth Street Drainage System. 2. The CONSULTANT shall prepare construction plans and specifications for construction of the reinforced concrete box storm sewer, reconstruction of the disturbed portion of Second Street and other street crossings disturbed by the storm sewer construction and the relocation of a 6 -inch water line, or 8 -inch sanitary sewer. The major portion of the concrete box storm sewer shall run approximately along the center of Second Street so as not to dis- turb an existing 66 -inch storm sewer under the south bound line. Connection 1 A s" to the concrete box storm sewer of an existing 18 -inch storm sewer, and pro- posed 60 -inch and 48 -inch storm sewers at the Crawford Street crossing shall be included in the construction plans. 3. The construction plans and specifications shall be assembled and bound as one project. B. The CONSULTANT agrees: 1. To complete the work as defined in the scope of services of this agree- ment within 150 calendar days after notice -to -proceed with the work exclu- sive of the time required for reviews and delays beyond the CONSULTANT's control. 2. To submit a final construction cost estimate. 3. Assist the CITY in filing the required documents for the approval of governmental authorities having jurisdiction over the project, if required. 4. Furnish the CITY with three (3) sets of completed construction plans, specifications and contract documents. 5. During the construction phase of the project, the CONSULTANT shall check contractor -submitted shop drawings for conformance to construction plans and specifications and will be available for consultation relative to required interpretations of the plans and specifications. 6. The CONSULTANT will conduct a final inspection of the project with CITY and Contractor representatives, if requested. 7. Furnish the CITY with reproducibles of the completed construction plans. C. The CITY Agrees. For all services described in Section I and designated to be performed by the CONSULTANT, payment by the CITY to the CONSULTANT shall be a lump sum amount of $60,325. Payment shall represent full compen- sation to the CONSULTANT for all payroll costs, expenses, overhead, fees and all other costs in connection with the engineering services described. The compensation for Basic Consulting Services shall be payable in three increments (15% Survey, 50% Preliminary Plans, 90% City Review Plans and Specifications) which is in proportion to services performed, upon written request from the CONSULTANT. A sum equal to 100 percent of the total fee for Basic Consulting Services shall be due following delivery of the final plans and specifications to the CITY. SECTION II - OTHER CONSIDERATIONS The right is reserved by the CITY to terminate this Agreement at any time, upon written notice, in the event that a given project is abandoned or indefinitely postponed, or the CONSULTANT fails to prosecute the work with 2 due diligence; provided, however, that in any case the CONSULTANT shall be paid the reasonable value of the services rendered up to the time of term- ination as mutually agreed upon. The parties hereto agree that should there occur a change of scope in the work, resulting in an increase of costs to the CONSULTANT over the original agreement, that this contract shall be subject to adjustment to cover the increase in the CONSULTANT's cost. This adjustment shall be negotiated in the same manner as the basic agreement including cost estimates, and executed as a Supplemental Agreement to the Original Agreement. It is agreed that this Agreement, and all contracts entered into under the provisions of the Agreement, shall be binding upon the parties hereto and their successors and assigns. IN WITNESS WHEREOF: The parties of the First and Second Parts have here- unto set their hands and seals the day and year first above mentioned. THE CITY OF SALINA, KANSAS Party of the First Part ATTEST By *404� —� WILSON 6 COMPANY, ENGINEERS 6 ARCHITECTS Party of the Second Part -kje 3 By Charles D. May, P.F.VManager Robert L. aier� Partner i J RESOLUTION NUMBER 87-3947 A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES BETWEEN THE CITY OF SALINA AND WILSON AND COMPANY, ENGINEERS AND ARCHITECTS FOR THE DESIGN PHASE OF THE EXTENSION OF THE SLOUGH DRAINAGE SYSTEM. BE IT RESOLVED by the Governing Body of the City, of Salina, Kansas: Section 1. That the Mayor and City Clark of the City of Salina are hereby authorized to execute an agreement for professional engineering services between the City of Salina. and Wilson and Company, Engineers. and Architects for certain design phase of theextension of the slough drainage system: - Adopted by the Board of Commissioners and signed by. the Mayor this 21st day of December, 1987. [SEAL] ATTEST: Stephen C. Ryan, Mayor I THE CITY OF SALINA, KANSAS DATE 3-16-88 PURCHASE ORDER NO. 10485 VENDOR NO. VENDOR PURCHASE ORDER Wilson 6 Co., Engrs 5 Architects Box 1640 Salina, Kansas 97402-1640 CHECK NO. DATE PAID FUND _ Capital Improvements SHIP TO 29 PYE DESCRIPTION AMOUNT Est. No 1 3rd St. Slough Drainage Project 9,048.75 This is your authorization to fill the above order. RETAIN THIS COPY FOR YOUR FILES, and return invoice for items shipped, to the City of Salina, Box 738, Salina, Kansas 87402-0738. NO BACK ORDER, such Purchasing Agent items will be reordered, if needed. VENDOR'S COPY Director of Finance CITY OF SALINA REQUEST FOR COMMISSION ACTION DATE TIME IZ ZI iS/ 4:uu r.n. AGENDA SECTION: Administration ORIGINATING DEPARTMENT: APPROVED FOR NO. 8 AGENDA: ITEM Director of Utilities NO. 7 BY: Dean Boyer BY: Resolution Number 87-3947, authorizing the Mayor and City Clerk to execute an agreement for professional engineering services between the City of Salina and Wilson and Company, Engineers and Architects for the design phase of the extension of the Slough Drainage System. The design phase of the extension of the Slough Drainage System involves the preparation of construction plans for a reinforced concrete box storm'sewer on Second -Street between Crawford Street and the old river channel at Prescott Street., The consultant will also perform flood routing analysis along the Slough from Cloud Street to Crawford Street to:determine the available storage in the Slough:; This available stormwater storage analysis will be required to correctly size the: - proposq.d storm sewer structure on Second Street. The proposed extension and expansion of the Slough Drainage System will greatly alleviate the flooding problems alonq Crawford Street between Front; Street and Second Street caused by the hydraulic constrictions at the north end of the Slough at Crawford Street. This project was recommended in Wilson & Company's South Salina Drainage Study. The, design phase of this project was included in the 1987 budget (Capital Improvements) and the construction phase is currently scheduled for 1989 in the 1988-1992 Capital Improvement Program. This construction project will be coordinated with the various phases of the Crawford Street reconstruction project. COMMISSION ACTION MOTION BY SECOND BY TO: AGREEMENT for PROFESSIONAL ENGINEERING SERVICES between CITY OF SALINA, KANSAS and WILSON S COMPANY, ENGINEERS 6 ARCHITECTS Salina, Kansas THIS AGREEMENT, made and entered into this day of , 1987, by and between the CITY OF SALINA, KANSAS, Party of the First Part, hereinafter referred to as the CITY; and WILSON 6 COMPANY, ENGINEERS 8 ARCHITECTS, with offices at 631 E. Crawford, Salina, Kansas, Party of the Second Part, hereinafter called the CONSULTANT. This Agreement consists of 3 pages. WITNESSETH: That for and in consideration of the services to be rendered and the payments hereinafter agreed to be made, it is mutually agreed as follows: Project Definition The project design will be for three specific items of construction as out— lined below: 1. A reinforced concrete box storm sewer from the north end of the Third Street Slough northeasterly to Second Street, thence northerly along the center portion of Second Street to Prescott Avenue, thence northeasterly to the Smoky Hill River. 2. Design that portion of Second Street disturbed by the storm sewer. 3. Design relocation of 6—inch water line or 8—inch sanitary sewer. SECTION I — BASIC CONSULTING SERVICES A. Scope of Services. 1. The CONSULTANT shall perform a flood routing analysis along the Third Street Slough to determine the available storage in the slough for sizing the reinforced concrete box storm sewer. This analysis does not take into account any overflow from South Salina that may enter the Fourth Street Drainage System. 2. The CONSULTANT shall prepare construction plans and specifications for construction of the reinforced concrete box storm sewer, reconstruction of the disturbed portion of Second Street and other street crossings disturbed by the storm sewer construction and the relocation of a 6—inch water line, or 8—inch sanitary sewer. The major portion of the concrete box storm sewer shall run approximately along the center of Second Street so as not to dis— turb an existing 66—inch storm sewer under the south bound line. Connection 1 to the concrete box storm sewer of an existing 18 -inch storm sewer, and pro- posed 60 -inch and 48 -inch storm sewers at the Crawford Street crossing shall be included in the construction plans. 3. The construction plans and specifications shall be assembled and bound as one project. B. The CONSULTANT agrees: 1. To complete the work as defined in the scope of services of this agree- ment within 150 calendar days after notice -to -proceed with the work exclu- sive of the time required for reviews and delays beyond the CONSULTANT's control. ' 2. To submit a final construction cost estimate. 3. Assist the CITY in filing the required documents for the approval of governmental authorities having jurisdiction over, the project, if required. 4. Furnish the CITY with three (3) sets of completed construction plans, specifications and contract documents. 5. During the construction phase of the project, the CONSULTANT shall check contractor -submitted shop drawings.for conformance to construction plans and specifications and will be available for consultation relative to required interpretations of the plans and specifications. 6. The CONSULTANT will conduct a final inspection of the project with CITY and Contractor representatives, if requested. 7. Furnish the CITY with reproducibles of the completed construction plans. C. The CITY Agrees. For all services described in Section I and designated to be performed by the CONSULTANT, payment by the CITY to the CONSULTANT shall be a lump sum amount of $60,325. Payment shall represent full compen- sation to the CONSULTANT for all payroll costs, expenses, overhead, fees and all other costs in connection with the engineering services described.. The compensation for Basic Consulting Services shall be payable in three increments (15% Survey, 50% Preliminary Plans, 90% City Review Plans and Specifications) which is in proportion to services performed, upon written request from the CONSULTANT. A sum equal to 100 percent of the total fee for Basic Consulting Services shall be due following delivery of the final plans and specifications to the CITY. SECTION II - OTHER CONSIDERATIONS The right is reserved by the CITY to terminate this Agreement at any time, upon written notice, in the event that a given project is abandoned or indefinitely postponed, or the CONSULTANT fails to prosecute the work with 2 due diligence; provided, however, that in any case the CONSULTANT shall be paid the reasonable value of the services rendered up to the time of term- ination as mutually agreed upon. The parties hereto agree that should there occur a change of scope in the work, resulting in an increase of costs to the CONSULTANT over the original agreement, that this contract shall be subject to adjustment to cover the increase in the CONSULTANT's cost. This adjustment shall be negotiated in the same manner as the basic agreement including cost estimates, and executed as a Supplemental Agreement to the Original Agreement. It is agreed that this Agreement, and all contracts entered into under the provisions`of the Agreement, shall be binding upon the parties hereto and their successors and assigns. IN WITNESS WHEREOF: The parties of the First and Second Parts have here- unto set their hands and seals the day and year first above mentioned. ATTEST -kje 3 THE CITY OF SALINA, KANSAS Party of the First Part By WILSON S COMPANY, ENGINEERS & ARCHITECTS Party doff/ the Second Second Part By C,i%621� t `-Wlk.4 E - Charles D. May, P.E.,rlHanager Robert L. Beier, P.E., Partner RESOLUTION NUMBER 87-3947 A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES BETWEEN THE CITY OF SALINA AND WILSON AND COMPANY, ENGINEERS AND ARCHITECTS FOR THE DESIGN PHASE OF THE EXTENSION OF THE. SLOUGH DRAINAGE SYSTEM. BE IT RESOLVED by the Governing Body of the City of Salina, Kansas: Section 1. That the Mayor and City Clerk of the City of Salina are hereby authorized to execute an agreement for professional engineering services between the City of Salina and Wilson and Company, Engineers and Architects for certain design phase of the extension of the slough drainage system. Adopted by the Board of Commissioners and signed by the Mayor this 21st day of December, 1987. Stephen C. Ryan, Mayor [SEAL] ATTEST: Robert K. Biles, City Clerk