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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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3. Show location, size and type of material of all sleeves and casing pipes. <br />4. Elevation and horizontal location of all storm sewers, gravity sewers including <br />laterals, force mains, water mains, etc. which are crossed; including <br />clearance dimension at all conflicts or crossings. <br />5. Top of pipe elevation and horizontal location of all water and force main stub - <br />outs. <br />6. Horizontal location of all services at the property lines. <br />7. Horizontal and vertical location of pipe including size of all mains and ground <br />elevation shall be obtained at one -hundred (100) foot intervals. Contractor <br />shall place temporary PVC stand pipes (tell -tales) at each of the one - <br />hundred (100) foot intervals and at all fittings and conflicts/crossings to <br />facilitate the record drawing survey. The tell-tale pipes shall be constructed <br />of 2 -inch PVC pipe, shall be placed on the top of the pipes to be surveyed, <br />and shall be removed by the Contractor after completion of the field survey <br />by the "As -Built" Professional Surveyor. <br />8. Location of fire lines. <br />9. Dedicated easement locations, identified by O.R. Book and Page Number. <br />GRAVITY SEWER: <br />1. Manholes: Elevation of top rim, bottom elevation and invert of each influent <br />and effluent line. <br />2. Show distance between manholes center -to -center and horizontal location by <br />baseline station and offset. <br />3. Show material size and type used to construct sewer mains. <br />4. Show length (center of manhole to end of stub) distances from known <br />reference points or baseline offsets, and elevation of stub -outs. <br />5. Show which services have twenty (20) foot length of DIP at water main <br />crossings. <br />6. Show station and offset location of sanitary services' at property line. <br />Particular care in dimensioning needed in special situations, i.e., cul-de-sacs <br />and locations where services are not perpendicular to wye. <br />7. Show invert elevation of sanitary service at property line. <br />8. Any and all necessary dedicated easement locations, identified by O.R. Book <br />and Page Number. <br />PUMP / LIFT STATION: <br />Record Drawings shall show elevations for the top and bottom and diameter of wet <br />well along with invert of effluent line. Record Drawings should also indicate the <br />make, model number, horsepower, impeller and condition point of pumps selected <br />and installed, shape of wet well, location of control panel, location of pump out <br />connection, float level settings, any deviation from the plans, and serial number(s) of <br />the pump(s). <br />01025-4 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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