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Last modified
7/12/2024 8:36:00 AM
Creation date
1/23/2016 12:56:36 AM
Metadata
Fields
Template:
Small Plans - SP
Project
French Camp Road Resurfacing
Limits
Austin Road to Jack Tone Road
Year
2005
Project Engineer
Jeff Levers
Roads Worked
French Camp Rd.
Red Lines
No
Supplemental fields
Cross Ref
SP3091 - SP3096
DocCategory
Improvement Plans
Type
Resurfacing
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70't French Camp Road 47't <br /> Sta. 450+29 46'f 32't ' Sta. 449+73 (41' Rt.) 4' Min. <br /> (61' Lt.) Construct I Construct 18" Dia. S.D.I. See Note Below Existing <br /> 18" Dia. S.D.I. Place Asphalt Concrete , (Grate Elev. = 80.70') Surface <br /> � <br /> (Grate Elev. <br /> (Miscellaneous Areas) <br /> = 80.80') I Salvaged Backfill - — — — — — — — - <br /> - - — ---------- -r--------,,_ Material (Typ.) - - - - - - - - - - <br /> 0.80"' . <br /> 1.5' Min. Cover <br /> 0.80' Asphalt Concrete <br /> 6" Dia. Drain Note: Width (4' minimum). <br /> S=Level Approximate dimensions used for estimating purposes <br /> \�\ � Hole. (Typ.) are available upon request. Dimensions and locations <br /> 12" (Typ.) Place 116 L.F. 12" Dia. R.C.P. 6" (Typ.) are subject to change at Engineer's discretion. <br /> 6" 040 � (Class IV). Refer to S.J. Co. "o <br /> 2' Improvement Standard No. PAVEMENT REPAIR DETAIL <br /> R-29 for Trench Backfill 1-1/2" x 3/4" Clean <br /> Crushed Rock (Typ.) <br /> STORM DRAIN INLET (S.D.I.) EQUALIZER <br /> N Sta. 449+73 (41 ' Rt.) to Sta. 450+29 (61' Lt.) <br /> S NOTE: <br /> a Resurfacing not shown <br /> for clarity. Lone Tree Road , <br /> D 28'± 29'± <br /> 3 �' Conform Variable depth Asphalt <br /> N 15't 15't ® E.P. Concrete over existing <br /> M Sta. 450+29 (61' Lt.) paved driveway <br /> Construct 18" Dia. S.D.I. Place Asphalt Sta. 450+85 (50' Lt.) EP <br /> K (Grate Elev. = 80.80') Concrete (Misc. Adjust Exist. S.D.I. <br /> �'' I Areas) Frame and Grate <br /> (Grate Elev. = 80.80') 00 R R <br /> 0.80 <br /> :1.5' Min Cover iii ii R = Conform to LConform <br /> 2 i ii i i1 I <br /> existing radii <br /> S=Level <br /> r� 12" (TYP ) �� DRIVEWAYS M <br /> Place 57 L.F. 12" Dia. R.C.P. u__� _u <br /> 6" o °°� (Class IV). Refer to S.J. Co. <br /> o 2' Improvement Standard No. <br /> �--� R-29 for Trench Backfill <br /> W STORM DRAIN INLET (S.D.I.) EQUEQUALIZER <br /> M Sta. 450+29 (61 ' Lt.) to Sta. 450+85 (50' Lt.) <br /> o <br /> COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS FRENCH CAMP ROAD RESURFACING Sheet No. <br /> Q (Austin Road to Jack Tone Road) 5 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> 04 <br /> Vincent e2 m;01 1?hIA6IIIIJ <br />
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