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SP1030 - SP1033
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Last modified
7/15/2024 9:59:14 AM
Creation date
1/23/2016 12:04:45 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Pershing Avenue Resurfacing
Limits
Meadow Avenue to Hammer Lane
Year
1990
Project Engineer
Larry Violett
Roads Worked
Pershing Avenue
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP1030 - SP1033
Type
Resurfacing
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ADJUST MANHOLE DRIVEWAYS <br /> 0.00 � — 4 FRAME AND COVER Type Quantity <br /> 0.0 ' Location Quantity No. I S.Y. <br /> j = j Sta. 8+97t — Lt. 1 Ea. E 21 280 <br /> I : Sta. 8+97t — Rt. 1 Ea. <br /> CO <br /> Ea. <br /> Conform ASP TCO CRETE <br /> Sta. 23+35 — Lt. 1 Ea. kype B <br /> INTERSECTION DETAILS sf . Total Ea. <br /> Location Quantity <br /> Roadway 765 Tons <br /> PLANING ASPHALT Intersections 36 Tons <br /> CONCRETE PAVEMENT Driveways 21 Tons <br /> Conform ® E.P. Location Quantity Total 822 Tons <br /> Meadow Avenue 189 S.Y. <br /> St. Carlos 27 S.Y. PAVEMENT REINFORCING <br /> Rivara Road 53 S.Y. FABRIC <br /> Joan Avenue 27 S.Y. <br /> 4 Hammer Lane 167 S.Y. Location Quantity <br /> Variable depth Asphalt Concrete Sta. 22+95 to Sta. 25+93 (Lt) 132 S.Y. Sta. 8+95 to Sta. 22+95 3,733 S.Y. <br /> over existing paved driveway Total 595 S.Y. Sta. 22+95 to Sta. 25+85 1,160 S.Y. <br /> TYPE E Total 4,983 S.Y. <br /> o DRIVEWAY DETAIL SHOULDER BACKING <br /> m <br /> Q : Location Quantity r . ��D i.,. 'AW Av <br /> � <br /> sn ;� u, = <br /> A <br /> Sta. 8+60 to Sta. 26+08 99 C.Y. --" <br /> J &a!�pgr- <br /> f <br /> A <br /> A <br /> COUNTY O F SAN J OAQ U I N s NONE o. <br /> co�tUclaN DEfALS AND NOTES "" "�" "'�"� 4 of 4 <br /> Meadow Avenue to Hammer Lane 4 of 4 <br /> Drawn By Dote Pro)•at Eneln•*r Date Checked Dot* Submitted Dat. row Recommended Data <br /> pp 4Ha � x/90 l 1 7 p 4f90 llbr•aL daG�wn�+ J�o <br /> i I <br />
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