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•f z" 0 30 15 0 30 60 <br /> SCALE: 1 INCH=30 FEET <br /> SCALE SHOWN IS WHEN PRINTED 22'X39' <br /> LEGEND <br /> EXISTING CREEK <br /> ' s EXISTING ASPHALT ROAD <br /> EXISTING GRAVEL DRIVEWAY <br /> e , <br /> / 0H <br /> CH/ <br /> o PROPOSED GRAVEL DRIVEWAY <br /> EXISTING RIP RAP <br /> PROPOSED RIP RAP <br /> �o <br /> o <br /> EXISTING BRIDGE <br /> OM-3L <br /> OM-3 12"X 36" ° <br /> 12"X 366" SEE NOTE 3 EASEMENT <br /> SEE NOTE 3 ° <br /> o� LOT LINE <br /> _ \ 0 / OHWM OHWM ORDINARY HIGH WATER MARK <br /> NOTE: <br /> / wLwL—wL WETLAND <br /> y <br /> 1. REFER TO ROADWAY PLANS,SHEET C8 FOR ROADWAY <br /> WL---_WL,� / TYPICAL SECTIONS AND SURFACING. off off—oH OVERHEAD UTILITY <br /> �_�❑ ❑ ❑ ❑—, EXISTING FENCE <br /> 2. REFER TO STRUCTURAL PLANS FOR PROPOSED BRIDGE <br /> STRUCTURE CONSTRUCTION. SIGN <br /> 3. CONTRACTOR TO INSTALL OBJECT MARKER SIGN AT END <br /> �—lM 1M"_�M ^r i <br /> ¢ OF BRIDGE ON EACH SIDE(TYP.4)SIGN MATERIAL AND <br /> INSTALLATION SHALL COMPLY WITH MUTCD OM-31-OR <br /> o WM �� oHwM HWM �M OM-3R(12"X36").SIGN POSTS SHALL BE TYPE ST-1 SIGN <br /> °N SUPPORT PER WSDOT STANDARD PLAN G-24.50-05.REFER <br /> OM-3R _�_____ -— TO SHEET C11. <br /> " OM-31- \ 12"X 36" <br /> ° r SEE NOTE 3 °"wn1 <br /> 12"X 36" onwr� <br /> SEE NOTE 3 I -, ! oHWM / WMHO -WMrO WMHO -- WMHO fF-WMHO <br /> o C <br /> oHWM M M REEK _ �o <br /> _I <br /> OHWM' o _ —IANEU -- WMHo <br /> 0 <br /> WMHO - - ` - (n <br /> � WMHO ° <br /> o I\ \ <br /> o WMHO <br /> N <br /> ��} N <br /> N <br /> fw <br /> 2 N� <br /> LL <br /> Z m <br /> LLI <br /> N <br /> n 0 0 1 NAME OR INITIALS AND DATE GEOGRAPHIC INFORMATION <br /> AMP__ LATITUDE 470509N TA N E U M CREEK R M 5 <br /> 221 N.Wall Streel,Suite 600 DESIGNED ----- <br /> o IF THIS BAR DOES NOT ACOFFMAN SRokene,WA99201 CHECKED CBM ----_—_--LONGITUDE LZD_a7110"W SIGNAGE PLAN <br /> H MEASURE 1" THEN ENGINEERS ,�„5°.9.028.2994 _ ______- _ _- _ BRIDGE DESIGN ffinen.com DRAWN KCM TN/SC/RG T78NLSD�RI6E SHEET 38 OF 45 <br /> DRAWING IS NOT PLOTTED -- --- <br /> rn TO ORIGINAL SCALE. CHECKED CBM ___DATE FEBRUARY 2026_--_— <br />