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2017-086A
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2017-086A
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Last modified
10/11/2017 10:49:06 AM
Creation date
7/12/2017 4:25:16 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
06/13/2017
Control Number
2017-086A
Agenda Item Number
8.C.
Entity Name
Indian River County Courthouse
Subject
Judge's Security Upgrade Project
Area
Courthouse
Project Number
IRC-1621
Bid Number
2017050
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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 />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 />01025-16 Technical Specifications <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1621 IRC Courthouse Judges Security Upgrades\1-Admin\Bid <br />Documents\Master Contract Documents\Technical Specifications.doc <br />
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