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2012-101A
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2012-101A
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Last modified
12/28/2015 1:31:44 PM
Creation date
10/1/2015 4:28:13 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
05/22/2012
Control Number
2012-101A
Agenda Item Number
12.I.1
Entity Name
Timothy Rose Contracting
Subject
Contract Documents and Specifications
Oslo Road Phase 111 Roadway Improvements
Area
58th Avenue and 43rd Avenue
Project Number
0517
Bid Number
2012036
Supplemental fields
SmeadsoftID
11224
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IF 1 <br /> ill I, IF <br /> IF I I IF PF <br /> IF ill <br /> IF <br /> IF IF2: <br /> 3IF <br /> N <br /> TiI7F 'IF <br /> A Professional Surveyor and Mapper licensed in the state of Florida shall provide <br /> an adequate Record /As- Built survey as it relates to the regulations and standards <br /> established for said surveys . <br /> AND <br /> Field measurements of vertical or horizontal dimensions of constructed <br /> improvements shall be obtained so that the constructed facility can be delineated <br /> in such a way that the location of the construction may be compared with the <br /> construction plans . Clearly shows by symbols , notations , or delineations , those <br /> constructed improvements located by the survey . <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 , stations and offsets . <br /> 3 . Outfalls — All pipe inverts , elevations and station offsets , weir box elevations , <br /> weir elevation , and sizes . <br /> ;: ' 4 . Roadway/Off Site Drainage — All inverts , elevations and station offsets ; <br /> manhole top elevation ; grate top elevations . <br /> i <br /> 5 . Retention Ponds — Perimeter elevations , grade breaks , depths , and calculate <br /> pond area at control elevation and grade breaks above water surface . <br /> 6 . Roadway : <br /> r <br /> a . Stations and offset related to controlling baseline and elevations of all <br /> structures , side street and major driveway radius returns ( edge of <br /> pavement) , bends and /or change in direction of roadway alignment , OR <br /> minimum at 1000 ' intervals along roadway alignment . <br /> b . Elevations along Profile Grade Line ( PGL) , of all edge of pavements either <br /> side of Profile Grade Line ( PGL) , at medians at the high/low and PVI <br /> points along Profile Grade Line ( PGL) . <br /> c . All final Elevations to be plotted on PGL AND Plan - Profile sheets as <br /> applicable . <br /> d . Elevations of edge of pavement and flow line at curb inlets and on the <br /> adjacent edge of pavement at curb inlets . <br /> SURVEY CONTROL <br /> 1 . Install/re-establish : It shall be the contractor' s responsibility to hire a <br /> Professional Surveyor and Mapper as defined per Chapter 472 , Florida <br /> Statutes , to replace any horizontal and vertical control shown on the <br /> engineering plans that was destroyed during construction . <br /> 2 . New roadway alignment control points ( Survey Baseline or controlling line and all <br /> points as indicated on the plans or control sheet) upon final roadway completion . <br /> Include all intersections and side streets . State Plane Coordinates and <br /> elevations for all control points . <br /> 3 . Either if shown on plans or not : Any Public Land Corner or Governmental <br /> Survey Control point ( s ) , vertical control ( bench marks ) , property corners <br /> 01025- 14 Technical Specifications <br /> F :\Public Works\ENGINEERING DIVISION PROJECTS\0517-OSLO ROAD 43rd Ave to 58th Ave-Phase IIIWdmim\bid <br /> documents\Technical Specifications . doc <br /> Ild <br /> e IF <br /> Fleq <br />
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