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2017-056B
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2017-056B
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Last modified
5/26/2017 10:10:21 AM
Creation date
5/16/2017 12:18:10 PM
Metadata
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Template:
Official Documents
Official Document Type
Contract
Approved Date
04/18/2017
Control Number
2017-056B
Agenda Item Number
12.F.1
Entity Name
Timothy Rose Construction
Subject
CR 512 Westbound Resurfacing
CR 512 Eastbound Resurfacing
Area
Roseland Road to US1 Easy St. to US1
Project Number
1139
Bid Number
2017034
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F. All Record/As-Built drawings shall be prepared in digital format (ACAD Civil 3D <br />2013) and shall utilize the digital de`sign drawings as prepared by the Project <br />Engineer as a base for the Record/As-Built drawings. It is the responsibility of the <br />Surveyor to request these files from the Contractor or Project Owner in order to <br />produce the Record/As-Built drawing set. <br />G. ALL improvements proposed to be constructed as shown on the approved <br />construction plans shall be field measured upon completion and shown on the <br />Record/As-Built survey. Any improvements that appear in both plan and profile <br />views shall show the Record/As-Built information in both views. <br />H. The following items are required to be shown on all Indian River County project <br />Record/As-Built drawings submitted to the County: <br />DRAINAGE: <br />1. Right-of-way Swale/Drainage _ All culvert inverts, elevations and station <br />offsets; inlet grate and bottom elevations; swale beginning and end bottom <br />elevations; and highs and lows along top of bank. Size of swale. <br />2. Pipe Culvert/PVC Sleeves — All inverts, pipe size, stations and offsets. <br />3. Outfalls — All pipe inverts, pipe size, elevations and station offsets, weir box <br />elevations, weir elevation, bleeder elevation and sizes. <br />4. Roadway/Off Site Drainage — All inverts, elevations and station offsets; <br />manhole top elevation; grate top elevations. <br />5. Retention Ponds — Provide perimeter elevations, grade breaks, depths and <br />calculated pond areas at control elevation and grade breaks above and below <br />water surface. Show as -built of typical cross section as shown on design plan. <br />ROADWAY: <br />1. Stations and offsets related to controlling baseline and elevations of all <br />structures, side street and major driveway radius returns (edge of pavement), <br />bends and/or change in direction of roadway alignment, minimum of 1000' <br />intervals along roadway alignment. <br />2. Elevations along Profile Grade Line (PGL), of all edge of pavements on each <br />side of Profile Grade Line (PGL), at medians at the high/low and PVI points <br />along Profile Grade Line (PGL). <br />3. All final Elevations to be plotted on PGL AND Plan & Profile sheets as <br />applicable. <br />4. Elevations of edge of pavement and flow line at curb inlets and on the adjacent <br />edge of pavement at curb inlets. <br />WATER, FORCE, AND RECLAIMED WATER MAINS: <br />1. Show size and type of material used to construct mains. <br />2. Show horizontal location and elevation of all tees, crosses, bends, terminal <br />ends, valves, fire hydrants, air release valves, and sampling points, etc., by <br />distances from known reference points. <br />01025-3 Technical Specifications <br />F\Public Works\ENGINEERING DIVISION PROJECTS\1139-CR 512 Wbnd Resurfacing -Roseland Rd to US 1-SCOP\Admin\bid <br />documents\Master Contract Documents\Technical Specifications REVISED.doc <br />
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