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SP661 - SP668
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Last modified
7/15/2024 1:39:06 PM
Creation date
1/22/2016 11:45:34 PM
Metadata
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Template:
Small Plans - SP
Project
Foppiano Lane and Canepa Road
Year
1986
Project Engineer
Larry Violett
Roads Worked
Foppiano Ln., Canepa Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP661 - SP668
Type
Resurfacing
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I I <br /> 82329 <br /> Coast. <br /> I <br /> •Lireits o£ Clearing and G'iubbin9i Earthwor/r (Roadway Widening) GENERAL NOTES <br /> See sh/d. Sae Sh/d, <br /> /. Eacr000hments - A // existing encroachments <br /> Detai/s Detai/s (flees, shrubs, sprinkers, atc. ) shall remoin <br /> van. 7' _t <br /> in p/ace urnd <br /> unless othewise oteon the <br /> Widening /Z,t fxistin9 Roadway Widening ,blanc. <br /> C. Limits of Work - Where lawn Frontages <br /> uar. vac ore immediate/y adjacent To the <br /> pavement the limits of work (Clearing <br /> _ ____ _ __I and Grubbing ) will he restricted to /.0 <br /> 025'Aspho/t Concrete (rrp) outside the edge of The new pove/srept <br /> O.PT'Aspho/t Concrete 3, A roximale ,Earthwork Quantities - For <br /> •Limns of Ma;/box Existing Roadway. rnfoima lona/ use on y xcavo ron-Pf0 C. Y. <br /> Relocation <br /> TYP/CAL SECT/ON Emeclion o = 60e Y. <br /> X�Sections avai/ab/e upon request <br /> Sta. 04-12 fo Sfa. 19*00 <br /> i <br /> Const. Const <br /> Limits of C/eailnq and Grubbing, Limits of C/ear'ing qnd Grubbing, <br /> Earthwork (Roadway wideomq) Earthwork (Roadway wideniny) <br /> /O'— 4' — 4 2' <br /> I � Conform <br /> Con/'orm <br /> Ir <br /> lrai g sro �ld�' —olti__ <br /> m <br /> 3 —_ ______J _______J <br /> m <br /> SHOULDER 404M& / SHOULDER ACMIL 2 <br /> m Sta 0"12 to Sta. 16"00 (a 0 Rt) sta. 16 " 00 to Sta. /9"00 (It) <br /> m Sta. /6" 00 to Sta. 19" 00 (RI) <br /> zp COUNTY OF SAN JOAQUIN ND SCALE TYPICAL SECT/ON yid'4NEPAa LcasT ROAD Sheet f L <br /> to ZI7d <br /> Drawn By I Date I Project Engineer I Date I Checked By Date Approval Recommended By Date I DeFut Director Date <br /> J. S. 2/66 old Z/e6 $ d a t 2186 S. �iC. ti� z/n <br />
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