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- pl �— 30 15 0 30 60 <br /> PI- <br /> - _ <br /> SF SILT FENCE PL _ <br /> i � PL SCALE: 1 INCH 30 FEET <br /> _ PL — P-' .�j _j SCALE SHOWN IS WHEN PRINTED 22'X34- <br /> P� i� e�PL // NJ T <br /> W WATTLE �- PL -' /, _-- <br /> 05 <br /> LEGEND <br /> / i i/ i _ `__ - - - / - - oaA ✓%�I /I / EXISTING CREEK <br /> EXISTING ASPHALT ROAD <br /> r �i EXISTING GRAVEL DRIVEWAY <br /> VL <br /> i <br /> PL - �_%p-�i - // r , k /=off / / / PROPOSED GRAVEL DRIVEWAY <br /> ow <br /> EXISTING RIP RAP <br /> MENEMPROPOSED RIP RAP <br /> EXISTING BRIDGE <br /> / ° <br /> o�/ G / \ t - - -- EASEMENT <br /> / o 1� y \ \\ \ LOT LINE <br /> i <br /> 20s0- - - EXISTING CONTOURS <br /> NOTE: 2050 PROPOSED CONTOURS <br /> 1. REFER TO SHEET Cl FOR GENERAL NOTES. oHwM oHwM ORDINARY HIGH WATER MARK <br /> 2. CONTRACTOR TO TAKE WHATEVER MEASURES ARE <br /> IV, NECESSARY TO CONTROL SITE EROSION AND wLwLwL WETLAND. <br /> TRANSPORTATION OF SEDIMENT OFF THE SITE./ �w /� �// / I� `� MEASURES REQUIRED MAY INCLUDE SILT FENCE AND offoHoH OVERHEAD UTILITY <br /> i� <br /> -7M ROUGH GRADING OF TEMPORARY SWALES TO SERVE AS ❑� EXISTING FENCE <br /> M�m \ - / Sc \\ SEDIMENTATION PONDS DURING CONSTRUCTION. <br /> o wN --- oy CONTRACTOR SHALL INSPECT AND MAINTAIN THESE GRADING LIMITS <br /> 113, MEASURES AFTER RUNOFF EVENTS. <br /> / OWN <br /> OHwM <br /> ____ __—--—--- 3. TEMPORARY EROSION CONTROL AND WATER POLLUTION WATTLE <br /> W WATTLE r O t OHWA- OryWM /—— �` __ -- MEASURES SHALL COMPLY WITH THE WSDOT —X—X—X—X— SILT FENCE <br /> CS I A' ( oNWM / —-- TEMPORARY EROSION AND SEDIMENT CONTROL MANUAL <br /> WMNo - WMHo -- NMNo -- WMyO -_ WMHO AND WASHINGTON STATE DEPARTMENT OF <br /> SF SILT FENCE TRANSPORTATION EROSION AND SEDIMENT CONTROL <br /> s C5 J /'' ° STANDARD DRAWINGS,SHEET C5. <br /> M <br /> UM <br /> a ONw <br /> CREEK <br /> WMHo 4.- � REFER TO THE WSDOT TEMPORARY EROSION AND <br /> WMHo -- �M�O - - I-- - - - TEMPORARY CONCRETE WASHOUT <br /> d <br /> +AwM ,d SPECIFICATIONS <br /> W_ SEDIMENT CONTROL _ <br /> n _ o ' , .WMHo r � �d - id -- � , -�- <br /> REGARDI G <br /> WMHO I _ — ____.. <br /> WMHo 1d_-- Id <br /> 5. CONTRACTOR SHALL ACQUIRE GENERAL CONSTRUCTION (/7 <br /> �d PERMIT,STORMWATER POLLUTION PREVENTION PLAN <br /> ° , \ UTILIZING BEST MANAGEMENT PRACTICES,AND A NOTICE p <br /> a a <br /> WMHo 55 OF INTENT IN ACCORDANCE WITH PERMITTING <br /> N <br /> REQUIREMENTS PRIOR TO CONSTRUCTION. <br /> to <br /> d , 04 <br /> 6. SEE NSD SITE PREP AND TESC PLANS FOR MORE <br /> Sh <br /> INFORMATION. N <br /> °i <br /> m <br /> W <br /> L� <br /> N O m 11 NAME OR INITIALS AND DATE GEOGRAPHIC INFORMATION <br /> 221 N.Wall Street Suite Sao DESIGNED AMP_--_—_--LATITUDE TA N E U M CREEK R M 5 EROSION 8c SEDIMENT C 4 <br /> o IF THIS BAR DOES NOT A CO F F MAN Spokane,WA992o1 CHECKED CBM ---LONGITUDE 14D_4Y1Q"w CONTROL PLAN <br /> MEASURE 1" THEN ph 509.328.2994 <br /> o DRAWING IS NOT PLOTTED E N G I N E E R S ,,,,.w.�oKmap.c«„ DRAWN KCM __ 7N/SC/RG ?1aN1s01R16E__--_ BRIDGE DESIGN <br /> SHEET 33 of 45 <br /> CHECKED <br /> TO ORIGINAL SCALE. CBM RUARv <br /> _ DATE FEB 2M-----__ <br />