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NE 114, NE 114, SEC.24, T.28N, R.04E, W.M. <br />SNOHOMISH COUNTY, WASHINGTON <br />EX CB <br />RIM=528.9I' <br />"RCP(S)=526.46' <br />"PVC(N)=526.46' <br />EX CB <br />RIM=527.61' <br />CP(N)(S)=524.31' <br />SWPPPLEGEND <br />CLEARING LIMITS <br />SF SILT FENCE <br />PL PLASTIC COVERING <br />MU MULCH OR STRAW MATTING <br />VEG RETAIN NATIVE VEGETATION <br />�- EXISTING FLOW DIRECTION <br />S4 SOIL LOG 1 <br />X(� PROPOSED GRADING CONTOUR <br />SOIL LOG INFO <br />SL-i - NORTHEAST AREA OF SITE <br />0"-6" TOPSOIL <br />6"-24" GRAVELLY SILTY SANDY LOAM <br />24'-36" SILT LOAM TRACE CLAY <br />36" GLACIAL TILL <br />SL-2 - SOUTHEAST AREA OF SITE <br />0"-8" TOPSOIL <br />8"-28" GRAVELLY SILTY SANDY LOAM <br />28"-31" SILT LOAM TRACE CLAY <br />31" GLACIAL TILL <br />GRADING QUAN1Tf1ES <br />CUT. • 170 CUBIC YARDS <br />FILL: 170 CUBIC YARDS <br />FOUND 1/2" REBAR & CAP "LS 3XXX8 <br />AT O.1'N. OF CALC'D CORNER <br />(0712019) <br />COPYRIGHT o 2019 <br />Western <br />Engineers & (425) <br />Surveyors 356-2700 <br />)RS o PLANNERS < ENGINEERS <br />SOIL AM MAffWTLEGEND <br />R UNDISTURBED SOIL <br />A AMENDED SOIL <br />APPROXIMATELY 15 CUBIC YARDS OF COMPOST <br />FOR AMENDMENT OF Z421 SF. OF DISTURBED <br />VEGETATED AREA. REFER TO APPENDIX OF <br />STORMWATER DRAINAGE REPORT FOR FULL <br />DETAILS OF AMENDMENT REQUIREMENTS AND/OR <br />OPTIONS FOR OTHER AMENDMENT PROCEDURES. <br />DRARMELD NOTE <br />ACCORDING TO SNOHOMISH COUNTY <br />HEALTH DISTRICT RECORDS THERE <br />ARE NO KNOWN EXISTING DP41NFIELDS <br />WITHIN 100 FEET OF THE SITE. <br />CONTOUR &M7URESNOTE <br />CONTOURS AND EXISTING STRUCTURES <br />SOIL RETENTION AND AMENDMENT <br />SYMBOLS. ALL EXISTING TOPSOIL <br />SHALL BE STRIPED AND STOCKPILED <br />TO BE REAPPLIED WITH COMPOST <br />AMENDMENTS. SEE NOTES, THIS <br />z <br />SHEET ALONG WITH INFO SUPPLIED <br />o <br />IN APPENDIX III OF THE FULL <br />STORMWATER DRAINAGE REPORT <br />o v <br />o <br />w <br />TEMPORARY SILT FENCE TO <br />-----..--.... _....--- <br />I <br />0 <br />SCALE: 1 " = 30' <br />0 30 60 <br />SHOWN BASED ON SURVEY BY WEST. OUNDARYLnvENOTE CALL 811 TWO (2) <br />BOUNDARY LINES ARE SHOWN B USINESS DAYS <br />BASED ON A SURVEY BY WESTERN BEFORE YO U DIG <br />ENGINEERS & SURVEYORS. <br />00396900000600 <br />SITEADDRESS: <br />10103 1ST DRIVE SE <br />PFN 19-EVER[ WA 9R204 <br />S WPPP PLAN FOR: <br />AE CONSTRUCTION <br />NE 114, NE 114, SEC24, T.28N, R.04E, W.M. <br />SNOHOMISH COUNTY, WASIHNNOTON <br />DATE REV. BY DATE PROJECT MANAGER <br />LAND USE CONSULTANTS I NAT 08101119 1 T. SARKELA 1"=30' <br />CIVIL ENGINEERS o LAND SURVEYORS DRAWING FILE NAME CHECKED BY F.B. NO. JOB NUMBER SHEET NO. <br />*** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** 191821ABASEDWG TAS - 19-1821 A 2OF4 <br />