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TRENCH AND EMBED EROSION <br />CONTROL BLANKET OR GEOSYNTHETIC <br />FABRIC ADJACENT TO DRAINAGE <br />INLET (SEE NOTE 5) <br />DRAINAGE INLET <br />3'-0" MIN <br />i <br />10'-0" MAX <br />5� x X <br />x x xx <br />rah x x X <br />to <br />® SHEET FLOW <br />I <br />E <br />3 <br />v <br />0 <br />go <br />cS <br />N <br />r, <br />r <br />ci DATUM: <br />cr <br />0 <br />0 <br />P <br />i`o FIL.E NO.: <br />C� J <br />SECTION A —A <br />u <br />x xx <br />X <br />xx x x <br />x <br />x x x X x Q <br />SURVEY <br />EROSION CONTROL BLANKET <br />OR GEOSYNTHETIC FABRIC <br />STAPLE <br />LINEAR SEDIMENT BARRIER <br />(FIBER ROLL SHOWN) <br />MULCH OR OTHER SOIL <br />STABILIZATION PRACTICE <br />6" x 6" TRENCH <br />FLEXIBLE SEDIMENT <br />BARRIER <br />SPACING <br />TABLE <br />SLOPE OF ROADWAY (PERCENT) 0 <br />TO 0.9 1 <br />TO 1.9 2 <br />TO 2.9 <br />3 TO 4 <br />5+ <br />INTERVAL BETWEEN BARRIERS <br />50' <br />35' <br />30' <br />25' <br />20' <br />ANGLE FROM FACE OF CURB <br />70' <br />70' <br />70' <br />45' <br />45' <br />SUGGESTED BARRIER LENGTH <br />6' <br />6' <br />6' <br />6' <br />6' <br />EXISTING CURB OR DIKE <br />(BEHIND) <br />GEOSYNTHETIC FABRIC COVER <br />FOAM CORE (TRIANGULAR SHOWN) <br />CONCRETE NAIL <br />PAVEMENT SURFACE <br />.OW <br />J C V I I V IV ADHESIVE BEADS <br />FLEXIBLE SEDIMENT BARRIER DETAIL <br />(FOAM BARRIER SHOWN) <br />® LIMIT OF DRAINAGE LINEAR SEDIMENT BARRIER <br />w INLET PROTECTION (GRAVEL BAG BERM SHOWN) <br />Q <br />r�r3 CURB OR DIKE <br />zo DRAINAGE INLET <br />z� Xlf� <br />xx xx X XX <br />C7 x <br />xU Xxx x x x x x <br />�.0 x <br />xCONCRETE APRON <br />x(IF PRESENT, SEE NOTE 4) <br />© x <br />} x x WOOD STAKE FOR FIBER ROLLS <br />x SPACED 24" ON CENTER <br />xx POSITION JOINTS AWAY <br />FROM CONCENTRATED FLOW <br />x <br />x k <br />x —� A <br />SKEET FLOW <br />SECURE EROSION CONTROL <br />x x ik BLANKET OR GEOSYNTHETIC <br />O x FABRIC WITH STAPLES <br />(SEE NOTE 5) <br />x <br />x <br />X; <br />® xx x ,< --LINEAR SEDIMENT BARRIER <br />x, (FIBER ROLL SHOWN) <br />• MULCH OR OTHER SOIL <br />STABILIZATION PRACTICE <br />K X X xxx X „X <br />PLAN x <br />F� <br />TEMPORARY DRAINAGE INLET `® <br />PROTECTION (TYPE4A) <br />REVISION DESCRIPTION <br />10'-0" MIN <br />i ) <br />FLEXIBLE SEDIMENT BARRIER MUST BE <br />INSTALLED FLUSH AGAINST CURB OR DIKE FACE. <br />TRIM DIKE AS NECESSARY. <br />ADHERE LEADING EDGE OF HORIZONTAL FLAP <br />TO CURB OR DIKE FACE WITH ADHESIVE. <br />INSTALL CONCRETE NAIL WITH <br />WASHER AT LEADING EDGE OF <br />HORIZONTAL FLAP. <br />ANGLE FROM FACE OF CURB (SEE TABLE) <br />ADHERE TO PAVEMENT WITH (2)," <br />BEADS OF ADHESIVE AT LEADING AND <br />TRAILING EDGES OF HORIZONTAL FLAP. <br />PERSPECTIVE <br />INTERVAL (SEE TABLE) <br />MAX M MIN MIN <br />CURB OR DIKE�- <br />LINEAR SEDIMENT <br />BARRIER (TEMPORARY FLOW <br />SILT FENCE SHOWN) _J <br />DRAINAGE INLET 4'-0" <br />MIN FROM EDGE <br />OF TRAVELED WAY <br />PLAN ROADWAY <br />TEMPORARY DRAINAGE <br />INLET PROTECTION (TYPE 4B) <br />FLEXIBLE SEDIMENT BARRIER <br />BY DATE SCALE PREPARED BY DATE Q <br />No SCALE ' 0 0 <br />HnRl7C)NTAI F DPMARf`.Ci C3g--iQ--1 Ai e " G <br />NOTES: <br />1. SEE STANDARD PLAN T51 FOR TEMPORARY SILT <br />FENCE. <br />2. DIMENSIONS MAY VARY TO FIT FIELD CONDITIONS. <br />3. INSTALL A MINIMUM OF 3 FLEXIBLE SEDIMENT <br />BARRIERS UPSTREAM OF EACH DRAINAGE INLET <br />TO BE PROTECTED. <br />4. POSITION EROSION CONTROL BLANKET OR <br />GEOSYNTHETIC FABRIC AT EDGE OF CONCRETE <br />APRON AND SECURE IN TRENCH. <br />5. EROSION CONTROL BLANKET OR GEOSYNTHETIC FABRIC <br />IS NOT REQUIRED IF THE AREA ADJACENT TO <br />THE DRAINAGE INLET IS VEGETATED. <br />NO CHANGES <br />McH" Ave Ccrrldor Improve rrent Project <br />Date Aid <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Revisions By O, RZN&Xo Jane ®, 2021 <br />LINEAR SEDIMENT BARRIER <br />(GRAVEL BAG BERM SHOWN) <br />FLEXIBLE SEDIMENT BARRIER 00 <br />(FOAM BARRIER SHOWN) <br />r <br />ANGLE <br />(SEE TABLE) <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />2" <br />i_____--16 GAUGE <br />STEEL WIRE <br />STAPLE DETAIL <br />VERTICAL: Q - <br />DESIGNED: R. GIBBON 09-29- 1 6 �. <br />® 2 TECHNICAL SERVICES, INC. / <br />I I I I McHENRY AVE CORRIDOR IMPROVEMENTS <br />CHECKED: K. OAKS 09-29-16 2020 L STREET, SUITE 300 w; ; <br />INCHES SACRAMENTO, CA 95811 <br />0 110 20 30 as 5o T. BARNARD 09 -29-16 T 916.414.5800 F 916.414.1557 C' <br />I i � � APPROVED: q' • `. , ... <br />MILIMETS <br />WATER POLUTION CONTROL DETAILS <br />QQ,Q E�$/ <br />DRAWING <br />'• <br />WPCD-5 <br />WHO J. Q N `; Z <br />c� <br />OF <br />No. C70999 ? <br />* .Exp. 06-30-17 <br />WPCD-6 <br />��e•eC�V4`•ee�t` <br />qfF <br />SHEET <br />of ca��\D�� <br />86 OF 176 <br />FILE NO. <br />