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P4 <br /> PL 7 30 15 0 30 60 <br /> _ - <br /> - PL <br /> SCALE: 1 INCH=30 FEET <br /> d <br /> SCALE SHOWN IS WHEN PRINTED 22'X34" <br /> _ <br /> PL" PL P1 i i i! <br /> PL PL <br /> LEGEND <br /> _� 1Do o / f� / ) CREEK <br /> o �/j <br /> ASPHALT ROAD <br /> Zo5y0 <br /> 55 Z <br /> A zDAe <br /> / � j \ � � GRAVEL DRIVEWAY <br /> H <br /> pt y i — i �/// i � / / > � I � � � �.`> RIP RAP <br /> PL — i— // / / / P4 H / P4/\ � z y r <br /> BRIDGE <br /> 0 <br /> EASEMENT <br /> P5 <br /> // °�� / _ / LOT LINE <br /> P4 d/ / /� <br /> off /� / / / L �\ 1 - — — <br /> -2050- — — — CONTOURS <br /> OHWM OHWM ORDINARY HIGH WATER MARK <br /> 2p53 / o�— /'� v;....j%. / \\ \ WLWLWL WETLAND <br /> I SEE NOTE 3 <br /> OH- -OH OH OVERHEAD UTILITY <br /> c H— FENCE <br /> P4 I 01\� �, ✓ �/ �( �WLr_ NOTE: <br /> / 1. SEE SHEET Cl FOR GENERAL NOTES. <br /> e`er- -2053 <br /> )I I> � — — .1 2. CONTRACTOR TO COORDINATE CONSTRUCTION OF <br /> ,M— q\ /� j — _toss- \ / I <br /> — — BRIDGE AND ROAD IMPROVEMENTS WITH UTILITY <br /> 20S6 / / \ PURVEYOR.COORDINATE SCHEDULING,ADJUSTMENTS <br /> _ -z mM oHwr+ °HW" <br /> OHWP4 OF UTILITY LINE AND ALL REQUIREMENTS WITH UTILITY <br /> / J ° �S� v onwM on PURVEYOR. <br /> WMHO - `h wmp 3. SEE NSD PLANS FOR EXISTING DRIVEWAY DEMOLITION <br /> °HW OI1Wlq HO <br /> ---1 AND PHASING. <br /> WMNO wMHO _-_._— WMHO WMNO WMHO WMI40 WMI40 <br /> 3 t`s y l i <br /> t <br /> ANE�M CR <br /> eH NM EEK <br /> °nWM . ° 1 WMHO ,d PROTECTION KEY NOTES Q <br /> ,d -- <br /> 0 <br /> w ll* i Ho =-- w"ANO �'�� ,d ,d _- Id <br /> P1 PROTECT EXISTING PAVEMENT. <br /> M <br /> enw WMHO WMHo P2 la -- la --- Td P2 PROTECT EXISTING GRAVEL. m <br /> N <br /> WMHO o d �d -- ld -T P3 PROTECT EXISTING BRIDGE. <br /> 32 �O o <br /> PROTECT OVERHEAD POWER POLE. � <br /> P5 PROTECT OVERHEAD AND UNDERGROUND UTILITIES. <br /> N <br /> P4 O <br /> ICY- N <br /> Q <br /> 2, m <br /> Ld <br /> 0 0 1 NAME OR INITIALS AND DATE GEOGRAPHIC INFORMATION <br /> ut 221 N.Wall Street,Suite 500 DESIGNED AMP__—_—_—_--LATITUDE 470509N ______ <br /> o IF THIS BAR DOES NOT -COFFMAN 5,a�e�e.WA992�, ------, TANEUM CREEK RM 5 DEMOLITION & PROTECTION <br /> h 509.328.2994 <br /> CHECKED CDM LONGITUDE 12D_47�D'W PLAN N MEASURE 1' THEN R <br /> DRAWING Is NOT PLOTTED E N G I N E E R S ww.ee6�a�.eere DRAWN HCM_________TN/SC/RG T,9NLSD�R,6E_____ BRIDGE D OF SHEET 32 45 <br /> CHECKED UA <br /> TO ORIGINAL SCALE. CBM DATE FEBRRY 2026 -- <br />