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of the silt fence to point slightly upslope to prevent <br />flowing around the ends of the fence. <br />enance in accordance with Standard Specifications <br />18.01.5(15). <br />ever be placed in low spots or sump locations. If <br />ated in low or sump areas, the fence may need to be <br />,as the Project Engineer approves the installation <br />ng parallel to mapped contour lines <br />4" x 4" PT <br />POST <br />1'. x 4" <br />CEDAR <br />SLATS <br />CI <br />O <br />22 <br />W <br />H <br />0 <br />�ww <br />U, <br />.1. <br />Ha�0wr <br />oazwi <br />aoo�— 1 <br />Damon <br />zU <br />aUU'Qw <br />ro.. U <br />w1 <br />o woo <br />w I19 <br />Ubm�o <br />p�ZW <br />D <br />U, <br />Q a <br />W <br />W <br />J <br />2 <br />o w <br />yi <br />m <br />O to <br />� b <br />M — <br />f� <br />W uu uuuuuuuuuuuuuuuuuu u � <br />Mnnn❑❑❑M wABTSAH NI oo�RON \\ r\\r\ I \ ,/ � ,/. FINISHED / G 3 � 3 <br />r,V1111VQ REasreaeo FINISHED SURFACE C p — <br />uv LANDSCAPE ARCHITECT SURFACE <br />>�> <br />ANDRA L. SALISBURY Y <br />CERTIFICATE NO. 0008ao Li Li Li O y <br />v <br />r^SILT FENCE WOOD FENCE DETAIL C CALL 811 <br />STANDARD PLAN 1.30.15-02 NTS CO3 2 BUSINESS DAYS <br />SHEET 1 OF 1 SHEET BEFORE YOU DIG <br />SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH <br />TOGETHER TO PREVENT SILT LADEN WATER FROM APPROVED FOR PUBLICATION NNDERGROIIND unLm LCCaTIONs aPE PPPROx.) <br />ESCAPING THROUGH THE FENCE AT THE OVERLAP. <br />Pasco Bakodch N 3122113 <br />SPLICE DETAIL InIna PEsaa afar O S <br />(WOOD POSTS SHOWN) weABNLen — B.PsanwednarsperaMm QPa\ OF WA�QO,9 4 <br />SILT FENCE A <br />PER STD PLAN 1-30.15-02 CO2 <br />NITS <br />1. SI- the Below Inlet Grate Device (SIGD) for the storm vat —.duce it <br />Will service. <br />2. The BIGD shall have a built -In high -flow rellef system (overflow bypass). <br />3. The retrieval system muslallowremoval ofthe BIGDwahoutspillingthe <br />collected material. <br />��1II 4. Perform maintenance in accordance With Standard Specification 8.01.3(15). <br />DRAINAGE GRATE I 5MTRIM <br />GRATE FRAME <br />e' Q ORA NAGE GRATE <br />p - RECTANGULAR GRATESHOWN RETRIEVAL SYSTEM (TYP.) <br />SEDIMENT AND DEBRIS <br />OVERFLOW aYPAss <br />BELOW INLET GRATE DEVICE Qh <br />FILTER" <br />A A BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP) <br />e D e D e D <br />INLET PROTECTION B <br />NTS CO2 <br />Figure V-4.5: Standard Dispersion Trench with Notched Grade Board <br />w <br />if race—iry <br />Type 1 CB <br />laid P,V.v.1 <br />• <br />�t... <br />. <br />„ <br />Type 1 CB w1sclic! <br />pillion out Wye rrom pipe <br />ED. 0 other <br />branching ClEns <br />Plan <br />as --ry <br />7 g.d.T �t, <br />Sir <br />p\�I <br />mff,.t,d pip, <br />as W prevent mint discharge andlor <br />%RG <br />Illi� <br />grade board! <br />/\ <br />3. TNmCN and trade licand RI <br />4.4" <br />filterflabric <br />34, "'hadl <br />4. Support post spacing as required by <br />Section A -A <br />"ains level. <br />NOT TO SCAd-E <br />Standard Dispersion Trench with <br />DEPARTMENT OF Notched Grade Board <br />ECOLOGY R-Wed Me, 207E <br />Stat• of Washington <br />DISPERSION TRENCH D <br />NTS CO3 <br />G <br />Driveway shall meet the <br />requirements of the <br />permitting agency <br />It Is recommended that <br />the entrance he <br />crowned so that runoff <br />oyd <br />P <br />drains off the pad <br />E.Arv\\OQ <br />I' <br />S� <br />F <br />D� <br />.rr <br />F <br />ZT <br />Install driveway culvert <br />ti` <br />it there is a roadside <br />ditch present <br />4"-8" quarry spalls <br />/ <br />Geolez5le <br />12" min. thick..—_ <br />Provide full width of <br />Ingress/egress area <br />STABILIZED CONSTRUCTION ACCESS <br />PER DOE FIG II-3.1 <br />NTS CO3 <br />I J <br />OTHERS. DOG CANNOT BE HELD LIABLE <br />FOR ACCURACY, CONTRACTOR SHALL <br />FIELD VERIFY GRADES, UTILITIES,8 ALL <br />OTHER EX FEATURES a CONDITIONS. IF <br />CONDITIONS ARE NOT AS SHOWN —F <br />PLANS CANNOT BE CONSTRUCTED AS <br />SHOWN, CONTACT DCG PRIOR TO <br />CONSTRUCTION. <br />U) <br />12� <br />ILLI <br />W <br />W <br />J <br />� <br />U) O <br />= O <br />Q H N <br />W W CT) <br />DO <br />rn <br />N <br />W X <br />J <br />U <br />Q <br />~ <br />04ULI <br />O <br />W <br />LLIW <br />� <br />Q W <br />Q W <br />1714 <br />o <br />6 <br />W <br />Z N <br />qZ W <br />Z <br />LC <br />W <br />W <br />C <br />J <br />i <br />c <br />PROJ. MANAGER DO <br />DESIGNED BY: SO <br />DRAWN BY: GR <br />-HECKED BY: DO <br />SCALE: ASSHOWN <br />DATE: <br />REV. <br />SHEET <br />4 � <br />6/16/2023 <br />of <br />6 <br />SHEET NUMBER <br />C05 <br />