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A <br />SHEET FLOW <br />1/1 <br />N <br />DRAINAGE INLET <br />STAPLE <br />EROSION CONTROL BLANKET <br />OR GEOSYNTHETIC FABRIC <br />3 0" MIN LINEAR SEDIMENT BARRIER <br />10'-,-0" MAX �__._(TEMPORARY SILT FENCE SHOWN) <br />6 x 6" TRENCH <br />SECTION A -A <br />M <br />LLJ <br />Z 0 <br />L.Lj —J <br />0 <br />z <br />0 <br />EM E <br />FS10M <br />ROCKS (USE FOR <br />CONCENTRATED FLOW) <br />N <br />SHEET FLOW <br />POSTS FOR TEMPORARY <br />SILT FENCE (APPROXIMATE <br />LOCATION) <br />,..--LINEAR SEDIMENT BARRIER <br />(TEMPORARY SILT FENCE SHOWN) <br />sti <br />TEMPORARY DRAINAGE INLET <br />PROTECTION (TYPE1) <br />SyFFT <br />0 0 �0 <br />� <br />B — <br />x­ <br />SHEET FLOW <br />SURVEY <br />REVISION DESCRIPTION BY DATE SCALE <br />PREPARED BY <br />DATUM: <br />NO SCALE <br />HORIZONTAL: <br />DRAWN: F. DeMARCC <br />VERTICAL: <br />R <br />DESIGNED: R. GIBSON <br />0 1 2 <br />CHECKED: K. OAKS <br />`l - <br />INCHES <br />0 ia 20 30 40 50 <br />APPROVED: T. BARNARD <br />3 <br />( <br />I-- 1[� E No- <br />MILLI1tIlF48 <br />3'-0" MIN <br />10'-0" MAX <br />1�g <br />r 69 <br />EM Im Ez <br />PLAN <br />DRAINAGE INLET <br />EROSION CONTROL BLANKET <br />OR GEOSYNTHETIC FABRIC <br />LINEAR SEDIMENT BARRIER <br />J—(TEMPORARY SILT FENCE SHOWN) <br />STAPLE <br />SEDIMENT TRAP <br />ROCKS USE FOR <br />CONCENTRATED FLOW) <br />DRAINAGE INLET <br />EROSION CONTROL BLANKE <br />OR GEOSYNTHETIC FABRIC <br />(qFr.1 JPF WITH qTAPI Fq) I <br />NOTES: <br />1. SEE STANDARD PLAN T51 FOR TEMPORARY SILT <br />FENCE. <br />2. DIMENSIONS MAY VARY TO FIT FIELD CONDITIONS. <br />211 <br />EDGE OF SEDIMENT TRAP A <br />EM <br />M -16 GAUGE <br />STEEL WIRE <br />B <br />SHEET FLOW STAPLE DETAIL <br />POSTS FOR TEMPORARY <br />SILT FENCE (APPROXIMATE <br />LOCATION) <br />LINEAR SEDIMENT BARRIER <br />(TEMPORARY SILT FENCE SHOWN) <br />n <br />TEMPORARY DRAINAGE <br />INLET PROTECTION (TYPE 2) <br />(EXCAVATED SEDIMENT TRAP) <br />NO CHANGES <br />McHenry Ave Corridor Improvement Project <br />Date Accepted <br />AS -BUILT <br />Resident Engineer - Mauricio Rivers, P.E. <br />Revisions By 0 1 PR-A"*JCO June 8, 2021 <br />DATE SAKI JOAQUIN COUNTY PUBLIC WORKS <br />09-29-16 A <br />09-29-16 <br />TECHNICAL SERVICES, INC. CHENRY AVE CORRIDOR IMPROVEMENTS <br />09-29--16 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29--16 T 916414.5800 F 916.414,1557 WATER POLUTION CONTROL DETAILS <br />DRAWING <br />5S <br />.... <�- WPCD-3 <br />.T.RASHO . G-1 0 <br />01-- <br />No. C70999 <br />Exp. .0 06-30-17 WPCD-6 <br />0% C W <br />SHEET <br />Cafqj£ OF 84 ur 176 <br />all�lblll <br />