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HomeMy WebLinkAbout4.02 Bridge Approach Road4, 7 x 1+13.02 ,o4 ABAN DO 10' OF EX TIN EEVL IM TGO.T 1+4-- N +x N FILL WITH 3/4" GRAVEL TO —10', CAP WITH UT OFF STEEL CASING PLACE EXCESS EXCAVATION ON OL 0+28,38 - X1O0- .00 Op / \\-RocK SLOPE •Nk, k!x„ L RELOCATE U/G UTILITIES DEEPER AS �ss, NEEDED AT ROAD CROSSING 1 N NEW BRIDGE: • REMOVE EXISTING BRIDGE8 AND CONCRETE RIP—RAP, INSTALL ROCK RIP—RAP AS DIRECTED CONSTRUCT FISH HABITAT IMPROVEMENTS, WIDEN THE CREEK'S SOUTHERN EMBANKMENT, AND INSTALL ROCK RIP—RAP AS DIRECTED 5940 5930 5920 —4. Po 0) 0:1 W 0 0 5910 ,< 5900 5890 rn U, Lri 0 0 60.00' VC PVI STA =_ 0+�45.3e5 PVI ELEV = 5930.90 A.D. = —6.00 K = 10.00 t) 0 0 ELEV: 5927.90 1" = 30' HORIZONTAL 1" = 10' VERTICAL s -4\ LOW POINT ELEV = 5913.00 LOW POINT STA = 2+44.33 PVI STA = 2+24.33 PVI ELEV = 5913.00 A.D. = 1(0.00 40.0(.) VC • • \ LOW POINT ELEV = 5913.00 LOW POINT STA = 2+64.33 PVI STA = 2+84.33 PVI ELEV = 5913.00 A.D. = 10.00 460' VC4.00 ro MO 4 Ki co + rn 0 rn • • N BRIDE ORIGINAL GROUND •— PROPOSED GRADE cncq 0 0 > 100.00' VC PVI STA = 4+54.59 PVI ELEV = 5930.03 A.D. = —9.00 K = 11.11 PVT ELEV: 5930.53 1.00% MN= --- rn Ln J w co 0) CO U) IR N rn in I oo� OCi,. in ir9� I N, co CV inrn a;� I in� cv inrn t0 I �� c71 �rn N Ki0 In I I 5921.43 5919.9 5917.43 5913.9 4 r- rnin I 00 in 1 5913.02 5908.3 5913.04 5911.8 5914.59 5919.1 5917.57 _ 5921.8 5920.57 _ 5924.6 Pr) CV in I ) o 00 re) �� -4- 6 I oo c6 N06 �� �O NM �� I in Qj� NM �� I dj� NM �� 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 4.4"4:ZE N HYDRO ENGINEERS CONSULTING N �0 o(O CO - 0 N.N 0 0 0 t_)vi I cv 0 Z Z E CL 0 0 M ;00 � O Q_1Ca o O N 11) I() o0) . t,r) © 00 NO 0_ REVISIONS DATE BY ENGINEER P . B E LA U DWG FILE MAI N ROAD JOB 439-02 SHEET OF 8 24 SHEETS