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SP4755 - SP4759
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Last modified
7/9/2024 3:21:24 PM
Creation date
1/23/2016 1:19:31 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Elliott Road Resurfacing
Limits
Liberty Road to Sacramento County Line
Year
2010
Project Engineer
J. Clary
Roads Worked
Elliott Rd.
Red Lines
No
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4755 - SP4759
Type
Resurfacing
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N <br /> PAVEMENT REPAIR DRIVEWAYS (TYPE D) <br /> Location Depth Quantity Location Quantity <br /> / <br /> 0 95 Locations 0.5' 2,101 SY 17 Locations 188 SY 0.30' Asphalt Concrete over <br /> N <br /> Conform ® EP shaped and compacted native <br /> "�' EP <br /> —� <br /> PLANING ASPHALT CONCRETE PAVEMENT DRIVEWAYS (TYPE E) 1:1 4' <br /> m Location Quantity Location Quantity _,- Conform <br /> v <br /> CID <br /> Sta 00+75 to Sta 01+25 136 SY 9 Locations 169 SY <br /> Sta 26+89 to Sta 27+39 130 SY Existing Width <br /> ;0 12' Min <br /> P Sta 31+06 to Sta 31+56 131 SY Tvoe D <br /> Sta 32+28 to Sta 32+78 13o SY ASPHALT CONCRETE (TYPE A) <br /> Sta 55+96 to Sta 57+37 376 SY <br /> Location Quantity —Variable <br /> elxisting aved adrivewa rete <br /> o � Sta 70+58 to Sta 71+08 152 SY y Conform ® EP 9 P Y <br /> �'' m Total 1,055 SY Mainline 2,899 Tons —E <br /> Transitions 138 Tons R R 4' <br /> g m Driveways 55 Tons i <br /> CL Pavement Repair 700 Tons Conform <br /> ADJUST FRAMES AND COVERS Dike 3 Tons �► <br /> / Location Type Quantity Total 3,795 Tons Type E R =Conform to <br /> oexisting radii <br /> Sta 52+90 Monument 1 Each <br /> PLACE ASPHALT CONCRETE DIKE (TYPE C) <br /> Driveways <br /> Location Quantit <br /> EARTHWORK (MISC AREAS) Y <br /> Location Quantity Sta 66+00 to Sta 70+58 458 LF <br /> Sta 19+50 to Sta 25+00 (Lt) 6 Sta 4' Min Existing <br /> Sta 16+00 to Sta 22+00 (Rt) 6 Sta PAVEMENT REINFORCING FABRIC Surface <br /> Total 12 Sta Location Quantity <br /> Sta 01+25 to Sta 26+89 6,267 SY 0.50' Asphalt Concrete <br /> SHOULDER BACKING Sta 28+25 to Sta 31+06 686 SY <br /> unless otherwise noted. <br /> Location Quantity <br /> Sta 32+78 to Sta 55+96 5,665 SY Pavement Repair Detail <br /> Sta 57+37 to Sta 70+58 3,228 SY Note: Width (4' minimum). Approximate <br /> DSta 00+75 to Sta 71+08 619 Tons Total 15,846 SY dimensions used for estimating purposes are <br /> 4'kavailable upon request. Dimensions and locations <br /> are subject to change at Engineer's discretion. <br /> MSUMMARY OF QUANTITIES sheet No. <br /> o COUNTY OF SAN JOAQUIN NO SCALE & CONSTRUCTION DETAILS ELLIOTT ROAD RESURFACING 5 of 5 <br /> DRAWN BY DATE ROJECT ENGINEER DATE ,� CHECKED DATE APPR VA RECOM ENDED DATE <br /> J. Clary 02/10 y " [ . �t.SS •r►s 1�7.���• y/��/ro <br />
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