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_ - <br /> - zG 10 0 20 4D <br /> /// SCALE. 1 INCH-20 FEET <br /> SCALE SHOWN IS WHEN PRINTED 22'.1- <br /> 71 <br /> 7 N <br /> �_ / LEGEND <br /> i / lj•, EXISTING CREEK <br /> _- _ — — — — —� END PROJECT / EXISTING ASPHALT ROAD <br /> STA:7+15.61 <br /> N:639529.2394 <br /> /�' ��/ j S _ = / _ /— oho / �/�• E: 1569484.5460 EXISTING GRAVEL DRIVEWAY <br /> / / STORM WATER CONVEYANCE / 0 9 S� //�� PROPOSED GRAVEL DRIVEWAY <br /> /� o ohti DITCH,SEE NOTE 7 / / oj20✓/ / - <br /> 2D5' EXISTING RIP RAP <br /> i zosl <br /> fY Q Yr �, }'k' // H�.�OH PROPOSED RIP RAP <br /> + 2055 2054 ' 00 +.-. 2049 �2049/ <br /> _ z°562°5, 2°6° _ r <br /> l. <br /> EXISTING BRIDGE <br /> /OH <br /> �' .:. EASEMENT <br /> / / off/ / 12"DUCTILE IRON <br /> STORM DRAIN PIPE LOT LINE <br /> SEE NOTE 8 — — —-2050- EXISTING CONTOURS <br /> oN �- N ry��ti�,�j/ •^/ � I �\ / � / /� / � j 2050 PROPOSED CONTOURS <br /> OHWM OHWM ORDINARY HIGH WATER MARK <br /> WL WL WL WETLAND <br /> OH On OH OVERHEAD UTILITY <br /> LOW PT.STA:5+41.09 r--rl ---r- ham EXISTING FENCE <br /> LOW PT ELEV:2051.74 2060 <br /> 20e0 <br /> PVI STA:5+11.16 YEN - - GRADING LIMITS <br /> PVI ELEV:2051.39 w�+ 2075 <br /> o <br /> 2075 K:20.00 0°1-N <br /> r LVC:95.60 oaf 2D7D NOTE: <br /> 2070 (D c ~ <br /> FINISHED GRADE M N J <br /> c C6 o � W 2065 1. SEE SHEET Cl FOR ADDITIONAL NOTES. <br /> Y 2065 + C <br /> N `c'N 2060 2. REFER TO SHEET C8 FOR ROAD SECTION DETAILS. <br /> s m zoso3. REFER TO GEOTECHNICAL PLANS FOR ADDITIONAL J <br /> 3.89% ] > <br /> s zoss m m W 0 89% / — zoss EARTHWORK AND GRADING INFORMATION. Q <br /> —————— ————— f- <br /> ------ ------ -- _ <br /> 9 y 2050 --- ------ ------ ----- _---- ---- -so <br /> 4. CONTRACTOR TO INCLUDE QUARRY SPACES TO PREVENT <br /> 1 —————— ——————— <br /> EXISTING GROUND 2045 STORM WATER FROM ERODING SLOPE. m <br /> W45 <br /> co <br /> w 1i zono 5. REFER TO STRUCTURAL PLANS FOR ADDITIONAL <br /> 2040 z INFORMATION REGARDING BRIDGE. <br /> = x <br /> 0 2035 () 2035 0 <br /> c <br /> H Q w p30 6. THE CONTRACTOR SHALL SEED AND REVEGETATE ANY <br /> g AREAS DISTURBED BY CONSTRUCTION ACTIVITIES THAT <br /> W30 <br /> c9 3+W 3+z5 3.50 3+75 4+00 4+2s 4+5D 4+76 5+00 5+25 5+50 5+76 6+00 6+2s 6+50 8*75 7+00 A25 ARE NOT SURFACED WITH CONCRETE,GRAVEL,OR N <br /> STATION QUARRY SPALLS. <br /> N <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. Q <br /> 8. DUCTILE IRON PIPE SHALL BE CLASS 52 MEETING <br /> m <br /> REQUIREMENTS OF ASTM A716. � <br /> 0 0 1 NAME OR INITIALS AND DATE GEOGRAPHIC INFORMATION <br /> m22t N.Wa1151reet,Salta$00 DESIGNED AMP LATITUDE 47'O5!)9_N__-___ TA N E U M CREEK R M 5 C 7 <br /> o IF THIS BAR DOES NOT COFFMAN Spokane,WA99201 CBM LONGITUDE 12a47'1D' ROADWAY PLAN 8e PROFILE <br /> n MEASURE 1" THEN -• ENGINEERS PW509.�328.2994 CHECKED _ BRIDGE DESIGN <br /> o DRAWING IS NOT PLOTTED rrman.own DRAWN KCM_ __ TN/SC/RG T1s1SDL/MI6E----_ SHEET 36 OF 45 <br /> N TO ORIGINAL SCALE. CHECKED CBM _ DATE FEDRUARY 202fi_____ <br /> d <br />