Laserfiche WebLink
, I <br /> 20 10 0 20. 40 <br /> SCALE: 1 INCH=20 FEET <br /> 3 1 I SCALE SHOWN IS WHEN PRINTED 22'X34' <br /> 11 3 3/ / I LEGEND <br /> 22 <br /> EXISTING CREEK <br /> ° BEGIN PROJECT / 1 w \ \ <br /> �I y� STA:0+60. Aa; v7 <br /> 3 70 EXISTING ASPHALT ROAD <br /> 3 N:639188.4701 <br /> EXISTING BRIDGE o ' I / E:1569101.9940 <br /> )1 I > F I PROPOSED BRIDGE <br /> o y \ I II 1\ EXISTING GRAVEL DRIVEWAY <br /> 3 �v ", I�� <br /> , <br /> x o— _off—o <br /> o END BRIDGE 1 \ s <br /> - 00 S <br /> \ STA:2+29.25 PROPOSED GRAVEL DRIVEWAY <br /> OH c�H �_ a 2055 Zo N:639356.3985 <br /> E: 1569091.1257t 1 \ <br /> off \ z0s0$e�s I 1 \` \� EXISTING RIP RAP <br /> a 2459 \ 1 1 . <br /> PROPOSED RIP RAP <br /> 0) <br /> 3 z9sa 1 I 1 >; 74 <br /> 0�> <br /> EXISTING BRIDGE <br /> 71 <br /> EASEMENT <br /> x BEGIN BRIDGE N E•••\ \\\\\.�\ <br /> �r\ <br /> LOT LINEm STA: 1+29.25\ \ SEE NOTE 7 SHT Cit. <br /> N:639256.4152 E7 \ zosa EXISTING CONTOURSE: 1569092.9523' °y NE <br /> �x <br /> g <br /> 2050 PROPOSED CONTOURS <br /> \ \ / ;.. v <br /> ° \ I \ I'. \ a ' ` — oHwrs oHWM — ORDINARY HIGH WATER MARK <br /> WL WL WL WETLAND <br /> of OII 0Il— OVERHEAD UTILITY <br /> 2090 EXISTING FENCE <br /> 20M Y v 0 Y <br /> a ap; N Qw N PVI STA:2+6 813 <br /> UN NN PVI ELEV:2060.84 s_ <br /> zoes GRADING LIMITS <br /> ' 1 rn <br /> 2085 + � NN K:8.00 <br /> mON mN m <br /> w Q w Q o Q LVC:23.60 zoso <br /> 0 20e0 Lo <br /> U)-i J Tn_I M 0 0 <br /> M1 M <br /> (7_w w 0 -w (D 2075 <br /> n 2075 N N N N FINISHED GRADE <br /> N PROPOSED BRIDGE 2070 NOTE: <br /> 2070 <br /> m w 2o5s 1. SEE SHEET Cl FOR ADDITIONAL NOTES. <br /> m 2055 <br /> 2.08 0.00% -0.94% zow n 2. REFER TO SHEET C8 FOR ROAD SECTION DETAILS. <br /> z <br /> r _ 3. REFER TO GEOTECHNICAL PLANS FOR ADDITIONAL <br /> a y2065 _____ ______ _____ ______ toss EARTHWORK AND GRADING INFORMATION. F— <br /> _ _ __ ----- ------ ----- <br /> EXISTING GROUND 2050 :E <br /> 2050 4. CONTRACTOR TO INCLUDE QUARRY SPALLS TO PREVENT m <br /> U 2045 STORM WATER FROM ERODING SLOPE. '^ <br /> U 2045 V/ <br /> 3 SEE NOTE 7 Z � 2040 5. REFER TO STRUCTURAL PLANS FOR ADDITIONAL <br /> 2040 —I = INFORMATION REGARDING BRIDGE. p <br /> U� <br /> N 2035 Q� zoas 6. THE CONTRACTOR SHALL SEED AND REVEGETATE ANY <br /> AREAS DISTURBED BY CONSTRUCTION ACTIVITIES THAT <br /> ' 2030 2030 C\l <br /> — a.zs o.00 azs 0+60 a+Ts 00 1.25 1.50 1+T5 2+00 2-2s 2.50 2.T5 3+00 3.25 3+50 ARE NOT SURFACED WITH CONCRETE,GRAVEL,OR O <br /> sTATION QUARRY SPALLS. <br /> PROFILE OF PROPOSED DRIVEWAY <br /> VERT SCALE:1"=10'HOR SCALE:1"=20' <br /> SCALE SHOWN IS WHEN PRINTED22'X34" 7. REFER TO HYDRAULIC PLANS FOR CHANNEL GRADING <br /> AND RIP RAP DETAILS. <br /> m <br /> W <br /> 11 <br /> n 0 0 NAME OR INITIALS AND DATE GEOGRAPHIC INFORMATION <br /> " °T°5•W TANEUM CREEK RM 5 C6 <br /> 221 N.Well Streei,Suiie 500 DESIGNED --------- <br /> rn AMP_____ _IA7ITUDE <br /> o IF THIS BAR DOES NOT -CO F F M AN Spokane,WA 99201 CHECKED CBM LONGITUDE 12047•,D"W ROADWAY PLAN 8c PROFILE <br /> ry MEASURE 1' THEN ph5D9325.2994 ------ <br /> p DRAWING I$ NOT PLOTTED E N G I N E E R S ww .1f..."m DRAWN KCM______—`TN/SC/RG T16NLS01R16E_----- BRIDGE DESIGN <br /> SHEET 35 GF 45 <br /> TO ORIGINAL SCALE. CHECKED CBM DATE FEBRjIARY 2026----__ <br />