2000-318 - Laserfiche WebLink

Home Browse Search

Indian River County Task 03 - Roseland Area Stormwater Improvements WORK ORDER NO.8 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., VERO BEACH, FLORIDA, hereinafter referred to as the ENGINEER, this Work Order No. 8 is an extension of and hereby becomes a part of the MASTER AGREEMENT as follows: SECTION 1- PROJECT LIMITS AND DESCRIPTION These services will include final design, permitting, and construction plan preparation for the Roseland Area Stormwater project. The Roseland Area Stormwater Improvement Project consists of the construction of two (2) lakes, conveyance pipe and swales and control structures which will provide flood control and Stormwater quality treatment for a portion of Roseland lying east of the FEC. The limits of the work are the east Roseland Watershed north of the City of Sebastian, east of the FEC Railroad, south of the St. Sebastian River, and west of US 1, including connecting tributaries. The plans and specifications to be provided to the County for use in constructing the work, shall be based on the County approved conceptual plan (revision 4/17/00) as modified during the permitting process. The following work items will be installed by a combination of County forces and a Contractor selected through a bid process. In addition, CAI will provide technical assistance to the County in their preparation of a S.J.R.W.M.D. Cost Share Agreement for this project. 1. Project work items include: A. Swale/Pipe Conveyance System from 781h Court to 81" Ave. along the east side of 135'" Street and from 8e Ave. to Roseland Road on the west side of 135h Street. This conveyance system will route water to the south lake. B. The south wet detention lake consisting of: (2.8) ± acres of water surface area, two (2) ± acres of perimeter buffer, inlet structure(s) and an overflow structure. C. The north wet detention lake consisting of: (1.4)± acres of water surface area, (1.2)± acres of perimeter buffer, an inlet structure and an overflow structure. D. The control structures will be located in easements to be acquired by the county. The north lake overflow structure shall run north on an easement which will be centered on the east property line of parcel no. 21-30-384X()01-()000-000(14.1. 1 `CY\ 1:NGPROMCSWMWUMymin4xv�e•Ro lanJ\n(C-N'()RKORI)I:R ti() K-TA%K) &cc Page t of 6