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T18N,S01,R16E, <br /> a <br /> r <br /> WETLAND BOUDARY „/ E o <br /> OVERHEAD z <br /> m <br /> POWER TO off °N�� 30 <br /> o BE oNl 100'-0"BK.TO BK.OF BRIDGE o <br /> es zs D.1 nnATory pH� BLOCK FACING(TYP.) <br /> PROPOSED GRADING o <br /> TYP DNS =r0 D-LINE STA.1+70.60 PROPOSED <br /> D (TYP.) _ BEGIN D C-LINE STA.305+12.88 o OVERHEAD <br /> c �OH,ot�� BRIDGE m r PROFILE GRADE POWER w M L N <br /> STA.1+29.25 m p LOCATION u1 N w N <br /> ' o n�0 3 w� &PIVOT POINT N ER �N o <br /> �eBS N <br /> _p m �_ m'HN mN>>N <br /> � <br /> Q W�� STRUCTURE w w <br /> O I \ <br /> s <br /> o m nw <br /> 4 1+ I 1+ao N 1+60 1+80 D-LINE <br /> 2`0° 2+20 2+ao \ 0.00% <br /> zfi oc m II o N1°02'47.90"W 2+60 0+r N II \ <br /> I END BRIDGE D-LINE PROFILE <br /> STA.2+29.25 <br /> 30 00 +eo ELEVATIONS SHOWN ARE AT THE TOP OF RIDING <br /> SURFACE ALONG D-LINE AND ARE EQUAL TO <br /> N PROFILE GRADE <br /> ' o <br /> BRIDGE RAILING CONTRACTOR <br /> 1 24�76 EXISTING oy- (BY DESIGNED BACKWALL p <br /> —BRIDGE \ OTHERS)(TYP.) (TYP.) °20 <br /> 0 3 80 PROPOSED <br /> y <br /> 4 EXISTING DRIVEWAY • DRIVEWAY <br /> 1 .. oy o <br /> p \ <br /> LEGEND <br /> PLAN — — —= GRADE INDEX CONTOUR <br /> — — = GRADE INTERVAL CONTOUR <br /> — _OH — = OVERHEAD POWER <br /> — _WL — = WETLAND BOUNDARY <br /> BRG.ABUT.1 BRG.ABUT.2 <br /> STA.1+30.74 STA. 2+27.74 <br /> ELEV.2061.23 ELEV.2061.23 <br /> I I <br /> BRIDGE RAILING -CONTRACTOR DESIGNED I BACKWALL GEOSYNTHETIC REINFORCED <br /> PROPOSED GRADE (BY OTHERS) SUPERSTRUCTURE SOIL ABUTMENT WITH BLOCK <br /> CONTRACTOR DESIGNED FACING(TYP.) <br /> GRADE BEAM(TYP.) EXISTING GRADE <br /> J <br /> " ------- ------ Q <br /> -- - --- <br /> ------------- <br /> MIN <br /> 3 DATUM FREEBOARD 100-YR DESIGN m <br /> WSE 2054.40 <br /> NAVD 1988 <br /> N <br /> ABUTMENT(TYP.) ^ <br /> �WNGWALL(TYP.) <br /> 3 <br /> O\ <br /> W36x GIRDERS <br /> LOADING: HL-93 <br /> REFERENCE LINE ELEVATION o <br /> o ELEV.2024.00 N <br /> SUPERSTRUCTURE BY } <br /> CONTRACTOR a <br /> cr4��' <br /> m <br /> � W00 NAME OR INITIALS AND DATE GEOGRAPHIC INFORMATION <br /> a7D6D9N _ TANEUM CREEK RM 5 BRIDGES2 <br /> � DESIGNED 5 H—___________LATITUDE221 N.Keall Street,Suife 500 --- -- <br /> ^ A�EG�2 IF THIS BAR DOES NOT ph 509.38.2 99201 CHECKED DMS LONGITUDE 120'47 10'w CO F F M A N ph 609.028.299A --- __ SITUATION & LAY <br /> OUT <br /> H ONAL 6 MEASURE 1' THEN <br /> o DRAWING IS NOT PLOTTED ENGINEERS www.c°fiman.com DRAWN DFP__-_______TN/SC/RG L8±!Z_S9l/_FU6E ___ DESIGN ,1�f <br /> G <br /> SHEET 'Y OF 45 <br /> CHECKED ffiffl RY g026___ <br /> TO ORIGINAL SCALE. HLc DATE <br />