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2008-270
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Last modified
4/8/2016 2:16:23 PM
Creation date
10/1/2015 12:32:20 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
09/09/2008
Control Number
2008-270
Agenda Item Number
8.J.
Entity Name
Morgan Eklund Inc.
Subject
Work Order No.3 LAP Sidewalk Improvements
Area
Old Dixie Highway US1 to 69th St.
Project Number
0845
Supplemental fields
SmeadsoftID
7548
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Pagel of 2 <br /> EXHIBIT " B " <br /> Old Dixie Hwy - USI to 691h Street <br /> INDIAN RIVER COUNTY <br /> RIGHT OF WAY MAP CHECKLIST <br /> All Right-of-way projects shall adhere to Chapter 177 & 472, F . S . and Chapter 61G17 , <br /> F . A. C . as minimum and be certified as such . <br /> R/W Maps shall be prepared/submitted in the form of a certified R/W Map will all <br /> applicable certifications and criteria met. <br /> 1 . Cover sheet/Key sheet. (To be supplied by IRC in DWG . ) <br /> 2 . Survey notes and report sheet. <br /> 3 . Key sheet( s) <br /> 4 . Survey Control sheet. <br /> 5 . Subsequent R/W map sheets . <br /> 6 . Supply a Box or area for county acceptance and/or certification . <br /> 7 . Title Box of each sheet must contain : <br /> a . County <br /> b . State Road and/or County Road Number <br /> C . Designed , drawn and checked by (use names or initials) & date <br /> d . Scale <br /> e . Field Book References <br /> f. Sheet Numbers to be in numerical order ( 1 , 2 , 3 , 4 , etc. ) NOT ( 1 , 1A, 1B , 2 , etc . ) <br /> 8 . Any notes necessary to set out the type and/or purpose of the map shall be shown . <br /> 9 . Provide in survey notes - all relevant resources to prepare the Right-of-Way map . <br /> 10 . Show pertinent dimensions and bearings in the following fashion as the case may be : <br /> a . Plat — ( P) <br /> b . Computed — ( C ) <br /> C . Field — ( F) <br /> d . Deed ( D) <br /> 11 . Table of Ownerships shall show: <br /> a . Parcel Number <br /> b . Recording Data <br /> 12 . Show stations and offsets to all Right of Way Breaks, bends , PC 's, PT's , block corners ( per plat) . <br /> 13 . Show stations , deflection (or bearing ) of all intersecting section , %. section lines to baseline (either <br /> field or calculated as applicable) . <br /> 14 . Show monumented baselines and all references thereto. <br /> 15 . Verify that computed distances and bearings are supported by field measurements . <br /> 16 . Verify and/or monument significant elements of Baseline alignment shown , (i . e . curves , bearings <br /> and P . I . Stations) <br /> 17 . Ensure that significant elements of all curves are shown and are correct . Also show curve data on <br /> all sheets where they appear. <br /> 18 . Provide stations on the controlling baseline at the beginning , ending of RNV Project, 500 ' intervals , <br /> all w bends , PC 's , PT' s , PI ' s. <br /> 19 . Stationing in field minimum 500 ' beyond beginning and ending of project. <br /> 20 . Baseline (equate to intersecting State or County Jobs by Station and job number when available) <br /> as available . <br /> 21 . Projects shall be in NAD83/90 State plane coordinate system and bearings reference shall be <br /> shown and must be clearly stated . Values shall be place on key baseline monumentation . <br /> 22 . County/State lines <br /> 23 . Section <br /> 24 , Township <br /> 25 . Range <br /> 26 . Government Lots , Grants , etc. <br /> F:\Engineering\Capital Projects\0725- 2007 Annual Prof. Survey Contract\2007-2008 ProjectsWlorgan Eklund\Old Dixie US1 -69th <br /> St\Old Dixie ROW Survey check list 8-4-08 . doc <br />
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