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2017-027F
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Last modified
10/6/2017 11:00:52 AM
Creation date
3/21/2017 2:21:42 PM
Metadata
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Template:
Official Documents
Official Document Type
Contract
Approved Date
02/21/2017
Control Number
2017-027F
Agenda Item Number
12.F.1
Entity Name
Community Asphalt Corporation
Subject
Round Island Park Pavement Resurfacing
Contract & Specifications
Area
Round Island Park
Project Number
1619
Bid Number
201717
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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 /> 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\1619 Round Island Facility Paving\1-Admin\bid documentsWaster Contract <br /> Documents\Technical Specifications.doc <br />
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