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2016-064
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Last modified
5/4/2016 10:18:26 AM
Creation date
5/4/2016 10:18:25 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Second Amendment
Approved Date
05/03/2016
Control Number
2016-064
Agenda Item Number
8.F.
Entity Name
Carter Associates
Subject
Amendment No. 2 to Work Order No.1
Intersection improvements
Area
41st. St. and U.S.Highway 1
Project Number
1359
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gMcMAHON <br /> hicASSOCIATES, INC. <br /> 2090 Palm Beach Lakes Blvd,Suite 400001 West Palm Beach,FL 33409 <br /> p 561-840-8650 1f 561-840-8590 <br /> . . <br /> mcmahonassociates.com <br /> PRINCIPALS <br /> Joseph W.McMahon,P.E. <br /> March 17,2016 Joseph_J.DeSands,P.E.,PTOE <br /> John S.DePatma <br /> William T.Steffens <br /> Casey A.Moore,P.E. <br /> Gary R.McNaughton,P.E.,PTOE <br /> VIA E-MAIL ASSOCIATES <br /> John J.Mitchell,P.E. <br /> Christopher J.Williams,P.E. <br /> Mr.Patrick S.Walther,P.E. R.Trent Ebersole,P.E. <br /> Carter Associates Inc. Matthew M.K,P.E., P.E. <br /> � Maureen Chlebek,P.E.,PTOE <br /> 1708 21st Street <br /> Vero Beach,Florida 32960 <br /> RE- US-1 at 416'Street Signal Design Plan—Supplemental Agreement No.1 <br /> McMahon Project No.N15067.OP <br /> Dear Pat: <br /> McMahon Associates,Inc. (McMahon) is pleased to provide this supplemental agreement for the US-1 <br /> at 4161 Street Signal Design project, in Vero Beach, Florida. This proposal is for additional services <br /> related to a design modification to the traffic signal at US-1. <br /> This agreement is based on the assumption that all project baseline geometry, existing and proposed <br /> right-of-way, topographic, geotechnical, and sub-surface utility exploration (SITE) information <br /> necessary to complete the design will be provided by Carter Associates,Inc. <br /> In order to provide the proper design for the traffic signal supports, subsurface soil information must <br /> be provided by Carter Associates, Inc. Soil borings will be obtained in the .field by a Geotechnical <br /> Engineer, at all corners of the study intersection. The geotechnical information will be analyzed and <br /> the project Geotechnical Engineer will provide a standard report. This information will be utilized for <br /> the design of traffic signal mast arm supports. If right-of-way or other project constraints dictate that a <br /> proposed mast arm base must be placed in the vicinity of an existing underground utility, then Carter <br /> Associates, Inc. will provide the sub-surface utility exploration (soft dig) necessary to identify the <br /> utility conflict. If additional right-of-way or easements are required for the proposed signal equipment <br /> locations,Carter Associates,Inc.will obtain the necessary agreements. <br /> The Scope of Work includes the following tasks: <br /> SCOPE OF WORK <br /> TASK 1—MAST ARM DESIGN REVISIONS AT US-1 <br /> The original agreement scope of work for the design of a traffic signal at US-1/41st Street included the <br /> installation of one new mast arm due to conflicts with the proposed travel lane modifications. <br /> Corporate Headquarters: Fort Washington,Pennsylvania <br /> Serving the East Coast from 13 offices throughout New England,the Mid-Atlantic,and Florida <br />
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