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File #: Item # 2016-196    Version: 1 Name:
Type: Resolution Status: Passed
File created: 12/6/2016 In control: Town Council
On agenda: 12/14/2016 Final action: 12/14/2016
Title: A RESOLUTION OF THE MAYOR AND TOWN COUNCIL OF THE TOWN OF CUTLER BAY, FLORIDA, AUTHORIZING THE TOWN MANAGER TO ISSUE A PURCHASE ORDER TO R.J. BEHAR, INC. FOR THE DESIGN OF THE SAGA BAY 1.2 SUB-BASIN WATER QUALITY IMPROVEMENT PROJECT AND PROVIDING AN EFFECTIVE DATE.
Attachments: 1. Manager Memo-Issuance of a Purchase Order to RJ Behar, 2. Manager Memo-Attachnent A-Saga Bay 1-2 Project Summary, 3. Resolution-Issuance of a Purchase Order to RJ Behar, 4. Resolution-Exhibit A-RJ Behar Proposal




M E M O R A N D U M

To: Honorable Mayor and Town Council

From: Rafael G. Casals, Town Manager

Date: December 14, 2016

Re: Issuance of a Purchase Order to R.J. Behar, Inc. for Design Services for the Saga Bay 1.2 Sub-Basin Water Quality Improvement Project.


REQUEST

A RESOLUTION OF THE MAYOR AND TOWN COUNCIL OF THE TOWN OF CUTLER BAY, FLORIDA, AUTHORIZING THE TOWN MANAGER TO ISSUE A PURCHASE ORDER TO R.J. BEHAR, INC. FOR THE DESIGN OF THE SAGA BAY 1.2 SUB-BASIN WATER QUALITY IMPROVEMENT PROJECT AND PROVIDING AN EFFECTIVE DATE.

BACKGROUND AND ANALYSIS

The Town adopted the Stormwater Master Plan for the purpose of identifying opportunities to protect surface water quality and reduce flooding within the Town. The Stormwater Master Plan was adopted via Resolution No. 08-50, which studied seventeen (17) sub-basins. This Stormwater Master Plan is comprised of the following components:

* A review of existing stormwater and drainage data, reports, and plans available through SFWMD, Miami-Dade County, and Town sources;
* A field inventory of existing drainage structures;
* A drainage atlas including the type, size, and general location of drainage infrastructure elements;
* Basin and Sub-Basin delineations based on available survey data and other sources;
* Hydrologic and hydraulic modeling analysis of the existing systems and their capacity to handle the 5-year/24-hour, 10-year/24-hour, 25-year/72-hour, 50-year/72-hour, and 100-year/72-hour storm events;
* Identification and analysis of alternatives for improvements needed to alleviate deficiencies identified in the hydrologic and hydraulic modeling phase; and

* Development of an optional Capital Improvement Plan (CIP) to implement the identified improvements

The Saga Bay 1.2 Sub-Basin is located north of SW 198 Terrace, south of SW 196 Street, east of SW 81 Court, and west of SW 78 Avenue. The design of this project will consist of preparation of roadway plans, drainage system analysis and improvements, util...

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