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� DRAINAGE INLET GRATE <br />LINEAR SEDIMENT BARRIER <br />DUMP STRAPS (2 EACH) <br />/ (FIBER ROLL SHOWN) <br />UFi1NG LOOPS (2 EACH) CURB OR DIKE <br />RRAVFI-FILLED BAG <br />SEDIMENT FILTER BAG <br />EXPANSION RESTRAINT <br />CATCH BASIN <br />SECTION B—B <br />SEDIMENT FILTER BAG DETAIL <br />cc <br />0 <br />0 <br />0 <br />E LINEAR SEDIMENT BARRIER <br />3 (TEMPORARY SILT FENCE SHOWN) <br />cc <br />0 <br />i <br />CURB OR DIKE <br />.y <br />U <br />a <br />/ <br />Cyy <br />T <br />go <br />N <br />N <br />8 <br />r SURVEY <br />vDty.T: L,C•,1. <br />c. <br />- - <br />C <br />0 <br />�3 <br />i FILE No. : <br />rl. 9 <br />SECTION A —A <br />10'—O" MIN <br />ii <br />A <br />LINEAR SEDIMENT BARRIER <br />(TEMPORARY SILT FENCE SHOWN) <br />CURB OR DIKE <br />DRAINAGE INLET <br />PAVEMENT SURFACE <br />FLOW <br />SEDIMENT FILTER BAG <br />CATCH BASIN <br />10'-0" MIN <br />>~ <br />`FLOW <br />— DRAINAGE INLET IMTH <br />B JBSEDIMENT FILTER BAG <br />B <br />PLAN ROADWAY <br />TEMPORARY DRAINAGE INLET <br />PROTECTION (TYPE5) <br />REVISION DESCRIPTION BY DATE <br />V <br />-0 <br />MINUll <br />-_ <br />TEMPORARY DRAINAGE <br />INLET PROTECTION(TYPE 6A) <br />(CATCH BASIN WITH GRATE) <br />(PLACE ONE BAG AT EACH END) <br />RIGID PLASTIC BARRIER <br />(EXTENDS BEYOND GRATE) <br />PAVEMENT SURFACE <br />yes <br />CATCH BASIN <br />,500 t.X <br />SIpEWA� <br />GRAVEL —FILLED BAG <br />(PLACE ONE BAG AT EACH END) <br />FLEXIBLE SEDIMENT BARRIER <br />f (RIGID PlAS11C BARRIER SHOWN) <br />CURB INLET <br />PERSPECTIVE <br />TEMPORARY DRAINAGE <br />INLET PROTECTION (TYPE 6B) <br />CURB INLET WITHOUT GRATE <br />NOTES: <br />1. SEE STANDARD PLAN T51 FOR TEMPORARY SILT FENCE. <br />2. DIMENSIONS MAY VARY TO FIT FIELD CONDITIONS. <br />SCALE PREPARED BY DATE P SAN JOAQU I N COUNTY PUBLIC WORKS <br />HORIZONTAL. ND SCALE F. DeMARCO 09-29--16 <br />DRAWN: <br />?.' y <br />VERTICAL: <br />DESIGNED: R. GIBS®N 09-29-16 TECHNICAL SERVICES, INC. �'; M j:-` McHENRY <br />° 2 CHECKED: K. OAKS 09-29-16 2020 L STREET, SUITE 300 <br />I I I I �'• ,..,,•,:>.;: � • <br />INCHES SACRAMENT,, F916.414.1557 <br />. 11414s. WATER POLUTI ON CONTROL DETAILS <br />T. BARNARD 09-29-16 T 916.414.5$00 F 916916.1557 �' • • tiP <br />° 10 2° 3° � 5° APPROVED: T4• • .. _ <br />i I � � I I ��F•QRN <br />MIIIIMET .. g <br />Am <br />FILE NO. <br />NO CHANGES <br />McHenry Ave Corridor Improvement Projed <br />Date Accepted <br />AS —BUILT <br />Rosidert Engineer - Meurim Rivera, P.E. <br />Revisions By 01PIZA-)CO June 8, 2021 <br />DRAWING <br />SSf <br />WPCD-6 <br />:RASHO J. GI05QN'. <br />OF <br />? No. C70999 <br />* :.Ex p, 06-30- ; 7•.,. <br />WPCD - 6 <br />SHEET <br />aF c AUFo���� <br />�F <br />87 176` <br />