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30' DISTRICT <br />AFNE 20NT <br />1703025002," <br />1� <br />0� <br />h <br />120' DISTRICT <br />M-1 ZO <br />FINISHED GRAD <br />575.0 <br />0 <br />U v <br />576- <br />LINES <br />3025002 <br />TY TRANSIT EASEMENT <br />SW 1/4, NE 1/4, SEC 11, TWP 28N, RGE 4E, W.M. <br />L <br />C844 <br />1"V SEGMENEGM.' D <br />TED <br />WALL' <br />K6 <br />, <br />i <br />6 ; 4 "C67 <br />s','`'"•"',"',,`'"'``',`',,,, <br />l.1 <br />64 ' <br />GV1 <br />BANK 1 <br />DRIVE WAL KE N <br />GATE <br />GT <br />C 2 B <br />NM <br />`•'' SCREENING'S.'•,`. <br />rn <br />S <br />S� <br />CENTER OF SECTION 11, <br />TWP 28N, RN_ 4E, W.M. <br />BRASS CAP MONUMENT <br />\ PROPOSED <br />\ CURB TRUDED <br />\ x , <br />u S r <br />x <br />2�16� <br />x <br />\-- EXISTING <br />x t CHAINL.INK <br />FENCE <br />SUBSTATION <br />ROCK SURFACING <br />AREA <br />CURB <br />STEEL TOWER <br />TYP <br />GRADING AND DRAINAGE PLAN <br />1" - 20' <br />_ 9 <br />E <br />#G1 <br />gbh <br />CB42 6' PVC- <br />`b56 _ .. <br />s6d D.J <br />56S/ DRIVE <br />GATE <br />O <br />x -x. <br />LANDSCAPED <br />AREA <br />DRIVE <br />GATE <br />W/ BUILT IN <br />WALK-IN GATE f" <br />_ ....-FFI ....... - f <br />AA <br />LEGEND: <br />STORM AND SURFACE WATER DRAINAGE NOTES: <br />— <br />QUARTER SECTION LINE <br />—6" SD— <br />PROPOSED STORM DRAIN PIPE & SIZE <br />A. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT <br />STANDARDS AND SPECIFICATIONS AND THE LATEST REVISION OF <br />— — <br />— SETBACK LINE <br />----6' SD----- <br />PROPOSED PERFORATED STORM DRAIN <br />WASHINGTON STATE DEPT OF TRANSPORTATION STANDARD <br />PIPE &SIZE <br />SPECIFICATIONS AND STANDARD PLANS AS APPLICABLE. 0 <br />- — — <br />- ACCESS EASEMENT <br />EDGE OF PAVEMENT <br />B. ALL PIPE DIMENSIONS ARE TO CENTER OF CATCH BASINS UNLESS <br />- — — <br />- SUBSTATION EASEMENT <br />OTHERWISE NOTED. <br />- CoCLEANOUT <br />� <br />- - TCE <br />- TEMPORARY CONSTRUCTION EASEMENT <br />C. AC OR GPK ADAPTERS SHALL BE AT ALL PVC PIPE CONECTIONS <br />TO CATCH BASINS OR MANHOLES. <br />— <br />RIGHT-OF-WAY <br />- <br />D. GRADING OUTSIDE OF ROAD RIGHT-OF-WAY SHALL COMPLY WITH <br />. <br />------ 16------ <br />EXISTING CONTOUR <br />CHAPTER 70 OF THE UNIFORM BUILDING CODE. <br />—16 — <br />FINISHED CONTOUR <br />E. LOCKING FRAMES AND GRATES SHALL BE ON ALL CATCH BASINS <br />AND INLETS. <br />x— <br />EXISTING FENCE <br />F. 2'WIDE x P DEEP x 3/4" WASHED ROCK APRON ALL AROUND CB 40. <br />x— <br />PROPOSED FENCE <br />NARBECK WETLAND BOUNDARY, <br />PER CITY OF.EVERETT.GIS DATA <br />\ _ \BAST LINE, SWVa, SWVa, NE V4---- <br />.\ \ SEC 11, TY'P 28N, R4E, 'N.M. <br />co <br />1 V <br />o CR4 <br />1 • <br />�c <br />ADSCAPED <br />Q <br />2 <br />RIM 562.38 <br />�PQ <br />18' DI .81 <br />78' DIP <br />7 <br />----- ...... <br />, <br />!\�\C ANLINK���� <br />PERIMETER <br />v FENCE <br />x x x x x— <br />�-SIGNAL LOOP EASEMENT <br />AFN 201703025002 <br />DRAINAGE STRUCTURE SCHEDULE <br />DESIGNATION TYPE GRATE/RIM PIPE REMARKS <br />ELEVATION INVERT EL <br />1 <br />CBI <br />TYPE 1L <br />567.83 <br />565.97, S <br />SEE <br />3 <br />CB2 <br />TYPE 1 <br />567.60 <br />566.25 N <br />SEE 3 <br />3 <br />CB3 <br />TYPE 1 <br />567.62 <br />565.77 N <br />565.65 S <br />2 <br />GV1 <br />CUSTOM <br />567.65 <br />565.89 <br />SEE <br />3 <br />C841 <br />TYPE 1 <br />565.68 <br />562.12 W <br />561.4 SE <br />CB42 <br />TYPE 1L <br />566.25 <br />564.17 <br />C843 <br />TYPE IL <br />568.5 <br />565.4 W <br />564.17 E <br />566.90 W <br />CB44 <br />TYPE 1L <br />568.5 <br />567.82 W <br />566.90 E <br />CB45 <br />INLET <br />571.25 <br />S& 61E <br />CB46 <br />INLET <br />569.5 <br />567.17 <br />N&SE <br />C847 <br />INLET <br />569.5 <br />567.17 N <br />x <br />I <br />SF. CORNER <br />I W1/2, SWt/4, NEV4 <br />I <br />I <br />M- M ZONING <br />I <br />I CALL 48 HOURS <br />BEFORE YOU DIG <br />1-800-424-5555 <br />20 10 0 20 <br />1" = 20' SCALE IN FEET <br />�Lz <br />ORDER <br />100026553 <br />OPERATION <br />SCALE <br />NOTED <br />DFTR <br />DPA <br />CHKR <br />ENGR <br />APVD <br />DATE <br />t1 I�rzl,c <br />TWENTIETH <br />AVENUE <br />SUBSTATION <br />GRADING AND <br />DRAINA PLAN <br />��. <br />�e <br />1 1 S-76—K5 <br />