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2012-227C
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2012-227C
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Last modified
1/7/2016 2:03:03 PM
Creation date
10/1/2015 5:01:43 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
12/18/2012
Control Number
2012-227C
Agenda Item Number
12.I.2
Entity Name
Dickerson Florida Inc.
Subject
Contract Documents and Specifications
66th Avenue Roadway Improvements
Area
SR 60 to North of 49th Street
Project Number
0545 & 0370
Bid Number
2013008
Supplemental fields
SmeadsoftID
11696
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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 ends , <br /> valves , fire hydrants , air release valves , and sampling points , etc . , by distances <br /> 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 clearance <br /> dimension at all conflicts or crossings . <br /> 5 . Top of pipe elevation and horizontal location of all water and force main stubouts. <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) <br /> foot intervals and at all fittings and conflicts/crossings to facilitate the record <br /> drawing survey. The tell-tale pipes shall be constructed of 2-inch PVC pipe , shall <br /> be placed on the top of the pipes to be surveyed , and shall be removed by the <br /> Contractor after completion of the field survey by the "As-Built" Professional <br /> 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 <br /> care in dimensioning needed in special situations , i . e . , cul-de-sacs and locations <br /> 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 and <br /> 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 /> 01025-14 Technical Specifications <br /> F:\Public WorksIENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)Wdmim\Bid Documents\Technical <br /> Cnnni�nnEinnn A^^ <br />
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