Laserfiche WebLink
A B <br />POST -SEE SID. <br />y 2 <br />or o <br />N <br />N < <br />o < <br />N tp �r <br />W <br />L.1 CL tD <br />� c 3 <br />D tojo 1( <br />t0 <br />3 CID. <br />of the silt fence to point slightly upslope to prevent <br />flowing around the ends of the fence. <br />manse in accordance with Standard Specifications <br />18.01.3(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 />W <br />H <br />0 <br />W uu uuuuuuuuuuuuuuuuuu u Or, <br />STATE OF / <br />MMnnnnpp❑❑❑❑❑❑MM WASHINGTON FINISHED y 3 <br />dV1111VQ REGISTERED FINISHED SURFACEC p - <br />vv�, LANDSCAPE AacNllEcr SURFACE <br />ANDRA L. SALISBURY- <br />CERTIFICATE NO. DOOM 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 u11Lm LCCaTIONs aPE PPPROx.) <br />ESCAPING THROUGH THE FENCE AT THE OVERLAP. <br />Pasco Bakodch d1 3122113 <br />SPLICE DETAIL riona PEsaa afar O S <br />(WOOD POSTS SHOWN) weAinpren smr� O.Psa_ nwsperaMm 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 (SGD) for the storm water structure it <br />Will service. <br />2. The BIGD shall have a built -In high -flow rellef system (overflow bypass). <br />3. The retrieval system must allow removal of the BIGD Without spilling the <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 />ORA NAGE GRATE <br />° RECTANGUTARGRATE SHOWN <br />D RETRIEVAL SYSTEM (TYP.) <br />SEDIMENT AND DEBRIS <br />d <br />OVERFLOW BYPASS <br />v D • �/9-° D BELOW INLET GRATE DEVICE Qr <br />Fi wnRER <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 />or— our Wye from or, <br />if D—ny <br />4",, EFirerfonds,1 pipe <br />Type 1 CB <br />ISO fl.0-1 <br />.„TypeCover <br />a <br />our firom pip. <br />branching Care <br />Plan <br />as —rY <br />36'— <br />poff—Md pip, <br />as to prevent point discharge andlor <br />' <br />grade boartl{ <br />feet along floWine) <br />Section A -A <br />amaire level. <br />NOT TO SCAd-E <br />Standard Dispersion Trench with <br />DEPARTMENT OF Notched Grade Board <br />ECOLOGY RvbatlMier <br />207B <br />State 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 be <br />crowned so that runoff <br />cad <br />drains off the pad <br />E%r,9P' <br />sm <br />F <br />O� <br />/r <br />F <br />ZT <br />Install driveway culverl <br />ti <br />it there is a roadside <br />ditch present <br />4"-8" quarry spalls <br />Geolez6le <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. DCG 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 />= Cr <br />Q H DO <br />W <br />W W <br />LLf) <br />N <br />W X <br />J <br />U <br />Q <br />N ~ <br />O <br />W <br />LLIW <br />� <br />Q W <br />Q W <br />1714 <br />6 <br />Z o W <br />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 7 <br />6/16/2023 <br />OF <br />I <br />5 <br />SHEET NUMBER <br />C05 <br />