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Last modified
7/12/2024 9:01:59 AM
Creation date
1/23/2016 12:44:13 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Harding Way Improvements
Limits
Filbert Street to Report Avenue
Year
2001
Project Engineer
Jeffrey Levers
Roads Worked
Harding Wy.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP2531 - SP2542
Type
Improvements
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PLACE ASPHALT CONCRETE 48" DIA. STORM DRAIN 18" DIA. FRAMES AND GRATES <br /> (MISC. AREAS) MAINTENANCE HOLE <br /> Location Quantity Location Quantity <br /> Location Quantity Sta. 18+42 (Lt.) 1 Each <br /> Sta. 0+87 to Sta 1 +47 54 S.Y. <br /> Sta. 0+87 to Sta 1+42 30 S.Y. Sta. 23+58 (Rt.) 1 Each Sta. 18+92 (Lt.) 1 Each <br /> Total 84 S.Y. Stu. 21+07 (Lt.) 1 Each <br /> Sta. 21+59 (Lt.) 1 Each <br /> Total 4 Each <br /> PAVEMENT REINFORCING <br /> FABRIC 12" DIA. REINFORCED <br /> Location Quantity CONCRETE PIPE — CLASS 5 24" DIA. FRAME AND GRATE <br /> Sta. 1+62 to Sta 15+73 3,763 S.Y. Location Quantity Location Quantity <br /> Sto. 16+51 to Sta 23+53 1,872 S.Y. y <br /> m Total 5,635 S.Y. Sta. 11+00 (Rt.) 60 L.F. Sta. 23+58 (Rt.) 1 Each <br /> / Sta. 23+72 (Rt.) 1 Each <br /> a <br /> 24" DIA. STORM DRAIN INLET Total 2 Each <br /> N <br /> / n <br /> a Location Quantity <br /> * 12 DIA. ALTERNATE <br /> Sta. 23+72 (Rt.) , Each STORM DRAIN PIPE 18" DIA. STORM DRAIN INLET <br /> Location Quantity (Including Christy Curb Inlet) <br /> 18" DIA. STORM DRAIN INLET <br /> Sta. 110+30+00 (Rt.) 60 L.F. Location Quantity <br /> Sta. 18+67 (Lt.) 48 L.F. Sta. 1+00 17' (Rt.) 1 Lump Sum <br /> m Sta. 18+92 (X—Drain) 40 L.F. <br /> Location Quantity Sta. 21+33 (Lt.) 50 L.F. �L <br /> 0 <br /> Sta. 21+59 (X—Drain) 40 L.F. Allowable Alternate Pipe: <br /> Sta. 18+42 (Lt.) 1 Each Reinforced concrete Pipe — Class 5 <br /> m Sta. 23+44 (Rt.) 24 L.F. <br /> a Sta. 18+92 (Lt.) 1 Each Corrugated Steel Pipe (0.109' Thick) <br /> Sta. 23+70 (Rt.) 24 L.F. Cn oo�''y [[y� ;r _ <br /> ., Z) Sta. 21+07 (Lt.) 1 Each 386.0000 RECORlJ _ HIAVVIN11-i <br /> m Sta. 23+78 (Rt.—Lt.) 40 L.F. 1-lC LJ <br /> Sta. 21+59 (Lt.) 1 Each <br /> Total 4 Each Total 386 L.F. Cormobons By <br /> No QWVos By <br /> DM �z <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES Sheet No. <br /> U <br /> 2 <br /> i be ret ep Ork' 12 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMfrfEO DATE APPROVAL RECOAIAIENDED IM <br />
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