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2022-009
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Last modified
2/8/2022 11:32:44 AM
Creation date
2/7/2022 10:33:54 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/11/2022
Control Number
2022-009
Agenda Item Number
8.O..
Entity Name
OHL, USA, Inc. and Subsidiaries
Subject
6th Avenue Milling and Resurfacing from U.S. 1/S.R. 5 to 21st Street
Project Number
IRC-1638
Bid Number
2022008
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Division 2 - Technical Provisions, IRC -1638 <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 ends, <br />valves, fire hydrants, air release valves, and sampling points, etc., by distances from <br />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 clearance <br />dimension at all conflicts or crossings. <br />5. Top of pipe elevation and horizontal location of all water and force main stub -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 shall <br />place temporary PVC stand pipes (tell -tales) at each of the one -hundred (100) foot <br />intervals and at all fittings and conflicts/crossings to facilitate the record drawing <br />survey. The tell-tale pipes shall be constructed of 2 -inch PVC pipe, shall be placed <br />on the top of the pipes to be surveyed, and shall be removed by the Contractor after <br />completion of the field survey 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 and <br />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 reference <br />points or baseline offsets, and elevation of stub -outs. <br />5. Show which services have twenty (20) foot length of DIP at water main crossings. <br />6. Show station and offset location of sanitary services' at property line. Particular care <br />in dimensioning needed in special situations, i.e., cul-de-sacs and locations where <br />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 and Page <br />Number. <br />PUMP / LIFT STATION: <br />Record Drawings shall show elevations for the top and bottom and diameter of wet well <br />along with invert of effluent line. Record Drawings should also indicate the make, model <br />number, horsepower, impeller and condition point of pumps selected and installed, shape <br />of wet well, location of control panel, location of pump out connection, float level settings, <br />any deviation from the plans, and serial number(s) of the pump(s). <br />Division 2 —Technical Provisions - 01025-29 <br />F:\PublieWorks\ENGINEERING DIVISION PROJECTS\1638 6th Avenue US -1 to 21st Street Resurfacing (SCOP)\t-Admin\Bids\Bid Documents\DIV 2_TECHNICAL PROVISIONS - <br />20201002.docx <br />
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