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SP1193A - SP1203
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Last modified
7/15/2024 1:20:57 PM
Creation date
1/12/2024 8:35:10 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Corral Hollow Road Resurfacing Larch Road Resurfacing
Limits
I-205 (City Limits) to Larch Rd. (west)
Naglee Rd. to Tracy Blvd.
Year
1993
Project Engineer
J. Stewart
Roads Worked
Corral Hollow Rd., Larch Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP1193A - SP1203
Type
Resurfacing
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0 <br />MAI <br />NO RE <br />Conform ® E.P. <br />Existing Width <br />12' Min. <br />0.30' Asphalt Concrete over shaped <br />and compacted native material. <br />Existing A.C. may remain in place. <br />TYPE D <br />* 12' — Sta. 1 1 1 +73 Rt. <br />10' — Sta. 131 +43 Rt. <br />0 <br />R=Conform to <br />existing radius <br />Conform ® E.P. <br />�— Conform <br />Variable depth Asphalt Concrete <br />over existing paved driveway. <br />TYPE E <br />TYPICAL DRIVEWAYS <br />See Note Below <br />�Existing Surface <br />_______ <br />L-- 0.50' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: Width, length and locations to be <br />determined by the Engineer. <br />COUNTY OF SAN <br />Drawn By Date Project Engineer <br />ADJUST <br />WATER <br />VALVES <br />Location <br />Area <br />D <br />E <br />Quantity <br />Sta. <br />103+81 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />105+25 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />108+80 <br />17' <br />Rt. <br />1 Each <br />Sta. <br />111+13 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />113+79 <br />13' <br />Rt. <br />1 Each <br />Sta. <br />118+78 <br />13' <br />Rt. <br />1 Each <br />Sta. <br />121+16 <br />14' <br />Rt. <br />1 Each <br />Sta. <br />123+84 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />126+04 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />128+81 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />133+78 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />138+71 <br />14' <br />Rt. <br />1 Each <br />Sta. <br />142+89 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />143+28 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />147+64 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />147+71 <br />i 5' <br />Rt. <br />1 Each <br />Total <br />16 Each <br />PAVEMENT REPAIR <br />Location Quantity <br />99 sites throughout project 2,170 S.Y. <br />P LAN I N G ASPHALT <br />CONCRETE PAVEMENT <br />Location Quantity <br />Sta. 152+00 to Sta. 152+50 144 S.Y. <br />EARTHWORK <br />(Miscellaneous Areas) <br />Location Quantity <br />Sta. 100+13 to Sta. 152+50 Lt. 52.4 Sta. <br />Sta. 100+13 to Sta. 152+50 Rt. 52.4 Sta. <br />Total 104.8 Sta. <br />JOAQUIN Na SCALE <br />Date Checked Date /Submitted <br />6 19 Z 692 ,71�nr1u�l <br />Location Quantity <br />Sta. 100+13 to Sta. 152+50 1.152 C.Y. <br />SHOULDER BACKING <br />Location Quantity <br />Sta. 100+13 to Sta. 152+50 320 Tons <br />DRIVEWAYS <br />Type <br />Quantities <br />No. <br />Area <br />D <br />E <br />68 <br />18 <br />1,912 S.Y. <br />591 S.Y. <br />ASPHALT CONCRETE <br />(Type B) <br />Location <br />Quantity <br />Roadway <br />3,446 Tons <br />Driveways <br />514 Tons <br />Pavement Repair <br />800 Tons <br />Total <br />4,744 Tons <br />CONSTRUCTION DETAILS <br />AN D NOTES <br />Date Approv# R commended D q to <br />Jgh�9 J Fz <br />PAVEMENT REINFORCING <br />FABRIC <br />Location Quantity <br />Sta. 100+13 to Sta. 152+25 12,740 S.Y. <br />LARCH ROAD RESURFACING Sheet No. <br />Corral Hollow Rd. to Tracv Blvd. 1 11 of 11 <br />
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