My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2005-172
CBCC
>
Official Documents
>
2000's
>
2005
>
2005-172
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/19/2016 11:43:43 AM
Creation date
9/30/2015 8:47:21 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
05/17/2005
Control Number
2005-172
Agenda Item Number
11.I.3
Entity Name
ARCADIS G&M, Inc.
Subject
Intersection improvements at SR 60 and 43rd. Aveneue
Widening 43rd Ave. to 5 lanes
Area
SR 60 to 26th Ave.
Supplemental fields
SmeadsoftID
4950
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
14
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
The ENGINEER shall provide design survey services necessary to support and <br /> facilitate contemplated design and permitting activities associated wi h this project. <br /> 1 . Establish a project wide Horizontal Control Network for within the DESIGN <br /> LIMITS . <br /> 2 . Establishment of a project wide Vertical Control Network within the <br /> DESIGN LIMITS . All elevations will be referenced to NGVD 1929 datum. <br /> 3 . Field establishment and monumentation of survey baselines and references <br /> outside limits of construction to control future construction. <br /> A field survey will be performed throughout the project li its to establish <br /> the existing conditions in the field The field survey will inc de: <br /> A. Establishment of a survey bascl;ric ded to the state p 'ne cryo, dinatr <br /> system. <br /> Be Set permanent benchmarks outside proposed limits of construction <br /> tied to the national geodetic vertical control system. <br /> C. Obtain survey cross sections at minimum 100 foot tations and/or <br /> existing elevation changes to establish the ex sting vertical <br /> conditions at the project site. The cross-sections shat extend across <br /> the right-of-way at a minimum of fifty (509 feet to al outside the <br /> right-of-way. <br /> D. Obtain as-built conditions of all drainage structures at the project <br /> site <br /> E. Determine existing right of way lines. <br /> F. Locate by data collection method, above ground improvements per <br /> checklist provide by ARCADIS, including location and description <br /> of existing striping. <br /> 4 . Improvements within the DESIGN LIMITS will include above ground visible <br /> improvements such as existing buildings, pavement location, curbing, utilities <br /> (above ground locations only), drainage facilities, trees , sidewalks, fences, <br /> signage and guardrails within the right-of-way and twenty-live (25 ' ) feet <br /> outside the right-of-way. <br /> 5 . Final output will be in the form of a digital AutoCAD , releaw 20001 DWG <br /> file . All surveying will conform to the minimum technical standards set forth <br /> by the Florida Board of Professional Land Surveyors in Chapter 61G17-6, <br /> Florida Administrative Code, pursuant to Section 472 . 027, Flo da Statutes . <br /> 6 . Research and analysis of existing right-of-way information, field location of <br /> existing right of way monumentation and determination of the location and <br /> extent of existing right of way in the vicinity of the project location. <br /> 7 . In addition to the topographic design survey, a Right-of-Way survey will be <br /> Page 5 of 14 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.