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U <br /> E <br /> N <br /> O_ <br /> U <br /> O <br /> U <br /> Q <br /> E <br /> O <br /> E <br /> O <br /> T <br /> N <br /> E <br /> Y <br /> O <br /> _T <br /> U <br /> O_ <br /> U <br /> o <br /> L <br /> � 3 <br /> C� — <br /> 0 <br /> V) <br /> T � <br /> -Q U <br /> E <br /> E N <br /> O_ <br /> U- U <br /> O <br /> Ln <br /> co <br /> Q <br /> CD ° <br /> E <br /> O <br /> E <br /> o 0 <br /> C = <br /> CD I <br /> C <br /> N <br /> E <br /> M Y <br /> O T <br /> � o <br /> Q <br /> 0 <br /> n <br /> ° <br /> (n ° <br /> J � <br /> Q o <br /> W o <br /> 0 <br /> N <br /> U O <br /> O <br /> z <br /> 0 <br /> 0 <br /> z 3 <br /> o <br /> v� <br /> 0 3 <br /> W <br /> E <br /> U <br /> O <br /> U <br /> U <br /> E <br /> O <br /> N <br /> 2� U <br /> � O <br /> z <br /> Q <br /> � o <br /> o E <br /> ~ 8 7 6 5 4 3 2 1 <br /> z <br /> 0 0 <br /> Y fY FILTREXX® SILT SOXXTM FILTREXX® PYRAMID STAKING DETAIL <br /> z Q) <br /> o <br /> � c' 2 2"x2"x48+" HARDWOOD STAKES, WRAPPED <br /> ° 2" HEADWIDTH WOODEN ( ) <br /> LL Q STAKESPLACED 10' ON CENTER TOGETHER WITH 16 GUAGE WIRE, 10' O.C. <br /> V) <br /> ° <br /> 0 3 D D <br /> r i " FILTREXX® SILT SOXXTM 2"x2"x36" HARDWOOD STAKE, 10' 0.C., <br /> j (5", 8", 9", OR 12" TYPICAL) STARTING 5' FROM ANGLED STAKES----- <br /> AREA <br /> TAKESAREA TO BE PROTECTED <br /> Un o <br /> WORK AREA <br /> E <br /> i <br /> ° <br /> 0 <br /> 0 <br /> 0 <br /> Q <br /> O <br /> 4 <br /> U <br /> a <br /> i <br /> U_ <br /> C <br /> U <br /> Ln N <br /> Q <br /> :\•• <br /> N <br /> ° c SECTION VIEW <br /> 2" HEADWIDTH WOODEN 3"-6" DIAMETER <br /> O TYP. <br /> STAKES PLACED 10' O.C. AGGREGATE BASE 24' OR <br /> cn <br /> N .6.6 COMPOST SOCK CONNECTION/ATTACHMENT DETAIL M'�'rALLOl <br /> � yEO <br /> c`" � BY <br /> Q- <br /> V) <br /> AREA TO BE STAKE ALTERNATE STAKING OPTION <br /> PROTECTED a ` <br /> � E <br /> 00 E FILTREXX® SILT SOXXTM OVERLAPPING SECTIONS N z <br /> ° B STEEL PLATE WITH <br /> 0 0 B (5", 8", 9", 12" TYPICAL) FORM CONNECTION <br /> UNDULATIONS TO REMOVE <br /> CLOSED END SEDIMENT FROM TIRES FILTER FABRIC TIRE WASH RACK <br /> 6' PER DETAIL 2 <br /> c FLOW �z <br /> NOTES: <br /> 0 Q <br /> N <br /> U 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL <br /> \ /i��///////�//�//�//�/j�//�//�///\// ��///�//��/� PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC <br /> RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR <br /> i _v) WORK AREA <br /> STEEL PLATE DETAIL CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. <br /> > <br /> w2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE <br /> o ° ONTO PUBLIC RIGHT-OF-WAY. <br /> Q <br /> A TOP VIEW18" min A 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA <br /> C) <br /> .3 STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED <br /> NOTES: SEDIMENT TRAP OR SEDIMENT BASIN. <br /> THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE NAME DATE } to FlLTRFXX/NIFRNAr/ONA, <br /> 1 . ALL MATERIAL TO MEET FILTREXX®SPECIFICATIONS. DIMENSIONS ARE IN INCHES f i I I , e'XX® GRAFTON,FTON OH44ASIFRN RD. <br /> Q) <br /> TM PROPERTY OF FILTREXX INTERNATIONAL, LLC AND MAY NOT BE ANGULAR: BEND ± 21 DRAWN DAN 6/11/201 .o I.P.0 64T SYSTEMS 20 20260'44044 <br /> 2. SILT SOXX FILL TO MEET APPLICATION REQUIREMENTS. COPIED, REPRODUCED OR DIVULGED TO UNAUTHORIZED PERSONS TWO PLACE DECIMAL + .015 WWW.F,LrREXX.COM TIRE WASH RACK 2 STABILIZED CONSTRUCTION ENTRANCE <br /> E � - let nature do it. <br /> 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS WITHOUT THE EXPRESS WRITTEN CONSENT OF FILTREXX THREE PLACE DECIMAL ± .005 CHECKED <br /> N SIZE TITLE: FILTREXXOA SILT SOXXT & REV. N.T.S. <br /> DETERMINED BY ENGINEER. INTERNATIONAL IT IS PROVIDED SOLELY FOR THE CONVENIENCE OF ECO SEDIMENTTRAPP—DETAILS NC <br /> THE USER AND SHALL BE RETURNED UPON REQUEST. DO NOT SCALE DRAWING B <br /> DWG/PART NO. SHEET I OF I <br /> -0 8 7 6 5 4 3 2 1 <br /> v) <br /> o � <br /> ISSUE DATE DESCRIPTION ENGINEERS SEAL <br /> O � � 8/10/2020 1ST SUBMITTAL Kimley* HornCITY OF MANTECA CITY OF MANTECA <br /> te.GM QROFE�S/pyAPPROVED BY: <br /> HDIAL TWO IDRAWN BY ��o�� P of 00 yc� 765 THE CITY DRIVE, SUITE 200 <br /> WORKING e <br /> BEFORE ��(��� DAYS BEFORE JP C ORANGE, CA 92868 EROSION CONTROL <br /> YOU DIG 1,1111 YOU DIG CHECKED BY * RCE N0. 86160 * (714)939-1030 RCE # EXP CREN FQIaSRB <br /> CITY ENGINEER DATE C3 . 1 <br /> PREPARED R THE DIRECT SUPERVISION OF: PLAN DETAILS <br /> q c1V1�. �` 1311 E YOSEMITE AVE., <br /> TOLL FREERPUBLIC SERVICE BOO-227-2600 TH rF pF CA��F�� DATE: $/9/2.02.0 <br /> UNDERGROUND SERVICE ALERT RECOMMENDED JOHN POJCK, R.C.E. NO. 86160 EXP. 12/31/20 MANTECA, CA 95336 <br />