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Last modified
7/15/2024 9:08:25 AM
Creation date
1/23/2016 12:21:00 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Valpico Road Resurfacing
Limits
Fairoaks Road to Chrisman Road
Year
1996
Project Engineer
Mahmoud Saqqa
Roads Worked
Valpico Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP1504 - SP1507
Type
Resurfacing
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Conform 0 E.P. <br /> �1 12' <br /> PAVEMENT REPAIR ASPHALT CONCRETE (TYPE B) <br /> Location QuantityLocation Quantity <br /> Existing Width 5 ±OSta.45+10(Lt.) <br /> 13 Sites Throughout Project 270 S.Y. Roadway 1,652 Tons <br /> 12' Min. Conform Intersections 108 Tons <br /> 0.30' Asphalt Concrete over shape Driveways 142 Tons <br /> and compacted native material. Pavement Repair 140 Tons <br /> Note: At Sta. 45+10(Lt.) the portion of exist. concrete driveway from edge of pavement to <br /> Total 2,042 Tons <br /> joint 5't North shall be removed & disposed of as directed by the Engineer. <br /> PLANING ASPHALT <br /> TYPED CONCRETE PAVEMENT <br /> Conform ® E.P. Location Quantity <br /> Roodwav <br /> Sta. 52+50 to Sto. 52+70 219 S.Y. ADJUST WATER VALVE <br /> p Intersections FRAMES AND COVERS <br /> 12' Fairoaks Road 22 S.Y. <br /> Leward Avenue 36 S.Y. LOCatl Quantit <br /> Hillview Street 36 S.Y. Sta. 26+84(Rt.) 1 Each <br /> R Conform to Total 313 S.Y. Sta. 48+19(Rt.) 1 Each <br /> existing radii Conform Total 2 Each <br /> i <br /> a <br /> 3 Variable depth Asphalt Concrete <br /> o` over existing paved driveway. <br /> v D <br /> c y Note: Paved frontages & driveways shall be slope to drain. Caution shall be taken so <br /> as not to change exist. drainage patterns. Resurfacing of exist. paved frontages SHOULDER BACKING <br /> 33 will be measured and paid as "Driveways (Type E)" <br /> Location Quantity PLACE MONUMENT <br /> TYPE E Sta. 25+85 to Sta. 52+70 732 Tons FRAME AND COVER <br /> Location <br /> Quantity <br /> f TYPICAL DRIVEWAYS <br /> Sta. 26+69.73 , Each <br /> m <br /> See Note Below <br /> Existing Surface <br /> DRNEWAYS <br /> PAVEMENT REINFORCING <br /> o —=t <br /> Type Quantity FABRIC <br /> No. I Area <br /> � 0.60' Asphalt Concrete D 3 168 S.Y. Location Quantity <br /> TYPICAL PICAL DRIVEWAYS` E 6 <br /> f�/ 852 S.Y. Sta. 26+00 to Sta. 52+50 6,478 S.Y. <br /> ti <br /> z Note: Width, length and location to be <br /> determined by the Engineer. <br /> SUMMARY OF QUANTITIESPairooks <br /> ALPICO ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN J OA Q U I i NO SCALE Road to Chrisman Road) 4 of 4 <br /> DRAWN I DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE I APOWLAECOMMENDED I DATE <br />
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