My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2011-128
CBCC
>
Official Documents
>
2010's
>
2011
>
2011-128
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/9/2016 2:19:24 PM
Creation date
10/1/2015 2:39:23 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
05/24/2011
Control Number
2011-128
Agenda Item Number
8.G.
Entity Name
Masteller Moler Reed and Taylor,Inc.
Subject
Old Dixie Highway Topographic Survey
Area
Old Dixie Highway 69th Street to North of CR 510
Project Number
0934A
Supplemental fields
SmeadsoftID
9942
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
8
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
EXHIBIT " A " <br /> AGREEMENT FOR PROFESSIONAL SERVICES <br /> Work Order No . 2 <br /> ( Engineering/Survey) Continuing Professional Surveying and Mapping/GIS Services Contract # 1032 <br /> Indian River County Project # 0934A <br /> Survey Crew ( 2 men ) <br /> 32 hours @ $ 115 . 00 /hr . . . . . . . . . . . . . . . . . . . . . . $ 39680 , 00 <br /> TotalI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 $43760 . 00 <br /> II . Measure and mark even 100 foot stations along baseline for performance of cross <br /> sections . Cut and open cross section lines at even 100 foot stations as necessary to <br /> facilitate open view for performance of differential leveling to obtain elevations in <br /> obstructed view areas as required . Field locate and obtain west invert and structure <br /> size of all U . S . Highway 1 cross drains via drainage outfalls , (swales , ditches canals <br /> etc . ) . Tie to existing baseline as appropriate . <br /> Surveyor <br /> 2 hours @ $ 120 . 00 /hr . . . . . . . . . . . . . . . . . . . . . . . . $ 240 . 00 <br /> Field Supervisor <br /> 6 hours @ $ 90 . 00 /hr . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 540 . 00 <br /> Survey Crew ( 2 men ) <br /> 48 hours @ $ 115 . 00 /hr . . . . . . . . . . . . . . . . . . . . . $ 5 , 520 , 00 <br /> Total 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $6Y300 . 00 <br /> III . Field locate and record vertical ground elevation cross sections within and 25' <br /> outside of right of way at even 100 ' baseline stations and all distinct locations <br /> ( inverts , retention areas , swales , ditches etc . ) and changes in contour along the right <br /> of way corridor. Field locate and record vertical ground elevation cross sections 100 ' <br /> each way along side streets , 25 ' outside the existing rights of way at 50 ' intervals and <br /> all distinct locations ( inverts , retention areas , swales , ditches etc. ) and changes in <br /> contour along the side street right of way. Field locate and record vertical ground <br /> elevation cross sections 200 ' each way along County Road 510 , 25 ' outside the <br /> existing rights of way at 50 ' intervals and all distinct locations ( inverts , retention <br /> areas , swales , ditches etc . ) and changes in contour along the side street right of way. <br /> Field locate and record existing improvements and man made features within and 25' <br /> outside the existing Right of Way and 100 ' in each direction along side streets . <br /> Surveyor <br /> 3 hours @ $ 120 . 00 /hr . . . . . . . . . . . . . . . . . . . . . . . $ 360 . 00 <br /> Field Supervisor <br /> 5 hours @ $ 90 . 00 /hr . . . . . . . . . . . . . . . . . . . . . . . . . . $ 450 . 00 <br /> Survey Crew ( 2 men ) <br /> r Masteller, Moler, Reed & Taylor, Inc. <br /> 1655 27th Street, Suite 2 <br /> Vero Beach , FL 32960 <br /> Phone : 772-564-8050 <br /> �( Fax: 772 -794-0647 <br /> I e-mail : dt5243@bellsouth . net <br />
The URL can be used to link to this page
Your browser does not support the video tag.