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/16 Indian River County Task 02 — Gifford Area Stormwater Improvements • WORK ORDER NO.4 TO THE PROFESSIONAL CIVIL SERVICES MASTER AGREEMENT BETWEEN CARTER ASSOCIATES, INC., DATED AUGUST 4,1998 AND INDIAN RIVER COUNTY, FLORIDA Pursuant to the Professional Services Agreement dated August 4, 1998, by and between Indian River • County, a political subdivision of the State of Florida, hereinafter referred to as the COUNTY, and CARTER ASSOCIATES, INC., (C,A,I.) VERO BEACH, FLORIDA, hereinafter referred to as the ENGINEER, this • Work Order No. 4 is an extension of and hereby becomes a part of the MASTER AGREEMENT as follows: SF;CTION I - PROJECT LIMI'T'S AND DESCRIPTION These services will include final design, permitting, and construction plan preparation for the Gifford Area Stormwater project, The Gifford Area Stormwater Improvement Project consists of the construction of a lake and swales which will provide floral control and Stormwater quality treatment fora porion of Clifford lying east of the one mile coastal ridge. The limits of the work is the east ( iifford Watershed north of 41" Street, east of the one rnile coastal ridge (approximately 26"' to 28'"' Avenue), south of 43" Street, and west of US Hwy. I, including connecting tributaries, The commiLtion package of plans and specifications to be provided to the County for use in con%trusting the work will include the following work items. The work will h: installed by a cornhimatinn of County foreea and a Contractor Sclected through a bid prows.,.. hr addition, CAI will provide technical assistance to the County in their preparation of a F.D.O.T. Joint Projcet Aprw rn+:nt 0.11.A.) for this project. I. Prole, t work items include: A. Swale/Pipe Conveyance Sysfvrn from 42sd Place south along 24" Avenue to the proposed wet detention hake. Note, from the south terminus of 24's Avenue wht-:rf-way, the Swale will traverm-- sonx- 3%t I.T. on private properties before reaching the 42" Street right -of -way - If Wut Dri ntion Lake t:r,ri%i%ting of four (4) f acres of water surface area. two (2) f acres of perimetcr buffer, and an overflow %tructure. C. Overflow discharge pipe conveyance system from the fake east along 41" Street to etre existing pips- under (I.S. Ifwy. Nn, 1. A jack and bore crossing under the F.E.C. Railroad is included in this segment of the work. 1). Swale/Pipe 0mveyance System along the western limits of the U.S. Hwy. No. I right of -way, The Swale/pipe system will extend approximately 2(XX) feet north from .11" Street. I., Off site mitigation plan irnprovernents to be constructed on the county owned properly near Vern Shores Subdivision. SECTION Ii - COUNTY 01-ILIC,ATIONS The COUNTY agrees to provide the ENGINEER with the following material, data or services as required in connection with the work to be performed under this Agreement: A. Currently available drainage studies, survey drawings, plans, calculations and other data pertinent to the project. B. Title information and title opinion relating to land necessary for the project. C. Landowner authorizations to inspect and enter onto the site(s). D. Landowner negotiations to acquire property, easements and/or right-of-way necessary for the project. J:\CYN\ENGPROAIRCSionnwirMgmtlmprove\IRC-WORK ORDr.R NOA-Gifford.doc Page 1 of 5