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�1 = <br />1NLET O1`j�3?" <br />ZALET OF0"I, <br />TOP V I EA <br />L 3" X 2 1/2" X 3/8" RIVET, <br />SPOT WELD OR TACK WELD O 1/8" <br />POI NTS OR BETTER TO C. M. P. <br />1/4" STEEL CHECKERED PLATE <br />OPTIONAL OPENING <br />2'-0°� <br />35 <br />DETAIL A5 <br />PER CAL -TRANS STD. PLANS DRW6. NO. P75A <br />CALK SEAL W/ PLIABLE MIXTURE OF SAND, <br />M. <br />P. <br />CMP <br />PORTLAND CEMENT S EMULSIFIED ASPHALT <br />I L <br />6RADED <br />36 <br />1RENT, 3-5 PARTS <br />SAND,51 <br />C <br />C W M <br />AS SHOWN <br />ON THE PLAN. <br />3 <br />1112PARTS ASPHALT.) <br />EMULSIFIED <br />} <br />PROPOSED 20' ACCESS <br />ROAD <br />QZ.oQv <br />THICK <br />30 <br />35� <br />SEF PLAN <br />ROCK. <br />v Z�� <br />FOR SIZE <br />Z <br />o =g <br />OU <br />.., <br />c_ cc,:) <br />W M <br />Z <br />17 3 <br />18, AS <br />m <br />V <br />25 <br />7.0' <br />TYP <br />6" 3'-0" 6" <br />0 <br />30 <br />4'-O" DIA. <br />W <br />a <br />20 <br />SECTION V I EA <br />DETAIL A5 <br />PER CAL -TRANS STD. PLANS DRW6. NO. P75A <br />O. <br />M. <br />P. <br />INLET <br />17E7A <br />I L <br />S,ALE:1"=2' <br />6ROOT A SOLID CONNECTION <br />TO THE PROPOSED O.M.P. <br />INLET. <br />TYPICAL 5" x 24" OPENING <br />AS PER THE O.M.P. DETAIL. <br />O. M. P. INLET AS <br />PER THE DETAIL ABOVE <br />s. <br />��LlT <br />SS !� <br />TRANSITION FROM "V" SHAPE <br />TO A 24" WIDE BOX SHAPE IN <br />5' TRANSITION AS SHOWN. <br />MAINTAIN 4" MIN. THICKNESS <br />OF CONCRETE, TYPICAL. <br />CONCRETE "V" DITCH TRANSITION <br />I NLET VE7A I L <br />NO SCALE <br />i <br />fi <br />15 <br />35 <br />0 <br />25 <br />20 <br />15 <br />24" <br />12" ¢ 12"TOP OF DITCH ELEVATION <br />Z /-A5 PER THE PLANS. <br />f <br />CONCRETE "V" DITCH TO BE <br />N PLACED EITHER BY 5HOTCRETE <br />OR SLIP FORM METHOD. <br />FLOWLINE ELEVATION OF <br />DITCH AS PER THE PLANS. <br />CONCRETE <br />" V " 171 TCH VETA I L <br />SCALE: I"=1' <br />/ EXISTING LEVEE--' <br />/ TO REMAIN UNDISTURBED \ <br />6RADE AT 2% UP TO THE EXI5TIN6 \ <br />LEVEE 6ROUND IN LOCATIONS WHERE <br />THE PROPOSED ROAD LOCATION AND \ <br />ELEVATION ARE NOT THE SAME AS <br />THE EXISTIN6 (ROUND. <br />O <br />N <br />20' LEVEE ACCESS ROAD DETAIL <br />SECT I ON " G " <br />SCALE: HORIZ: 1"=10' <br />VERTICAL: i"=4' <br />/ EXI5TIN6 LEVEE �\ <br />TO REMAIN UNDISTURBED \ <br />GRADE AT 2% UP TO THE EXI5TIN6 �\ <br />LEVEE 6ROUND IN LOCATIONS WHERE \ <br />THE PROPOSED ROAD LOCATION AND <br />ELEVATION ARE NOT THE SAME AS <br />THE EXISTIN6 6ROUND. <br />20' ACCESS ROAD <br />5=.02 <br />v c <br />N f <br />EXISTIN6 TOE OF 5 <br />LOPE <br />6RADE AT A MAXIMUM SLOPE OF 2:1 BETWEEN - <br />THE PROPOSED LEVEE ACCESS ROAD AND THE <br />CONCRETE "V" DITCH A5 SHOMN. <br />q <br />z <br />O <br />a <br />u <br />Lu <br />0 <br />H <br />0 <br />z <br />O <br />4ALL BE <br />✓ATIONS <br />1E PLAN. <br />25 <br />D 20' ACCESS ROAD <br />VERED WITH 4" THICK <br />F" CRUSHED ROCK. <br />20 <br />DE OUT BEYOND ROAD <br />3:1 TYP. AS SHOWN. <br />CATCH POINT <br />15 <br />35 <br />00 <br />-ACCESS <br />W <br />L <br />M <br />C in <br />6RADED <br />TO ELEVATIONS <br />C <br />C W M <br />AS SHOWN <br />ON THE PLAN. <br />Vd <br />PROPOSED 20' ACCESS <br />ROAD <br />QZ.oQv <br />THICK <br />25 <br />35� <br />LAYER OF fit" CRUSHED <br />ROCK. <br />v Z�� <br />"V" DITCH LOCATION IS AT 5.0' <br />w <br />o =g <br />OU <br />W <br />c_ cc,:) <br />W M <br />Z <br />17 3 <br />18, AS <br />�/� <br />V) l <br />V <br />i <br />'� OQw vi <br />�0o <br />7.0' <br />TYP <br />v1 <br />0 <br />30 <br />W <br />a <br />4ALL BE <br />✓ATIONS <br />1E PLAN. <br />25 <br />D 20' ACCESS ROAD <br />VERED WITH 4" THICK <br />F" CRUSHED ROCK. <br />20 <br />DE OUT BEYOND ROAD <br />3:1 TYP. AS SHOWN. <br />CATCH POINT <br />15 <br />35 <br />20' LEVEE ACCESS ROAD DETAIL <br />SECTION It y " <br />SCALE: HORIZ: 1"=10' <br />VERTICAL: 1"=4' <br />2. O' <br />LOT 6RADE <br />15 <br />GRADE BREAK <br />CONCRETE "V" DITCH AS PER <br />THE DETAIL ON THIS SHEET, <br />PLACED TO THE 6RADE-5 AS <br />SHOWN ON THE PLANS. �l} /�� <br />R i s <br />Wad <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No. 61619 <br />Exp. 6-30-07 <br />DRAWN BY: KEVIN <br />DATE: DEC. 20, 2015 <br />SCALE: i"=500' <br />DWG: 2g6PH"-CVR <br />CHECKED: R. D. C. <br />JOB a 296A-04 <br />SHEET <br />OF <br />30 <br />-ACCESS <br />ROAD SHALL BE <br />6RADED <br />TO ELEVATIONS <br />AS SHOWN <br />ON THE PLAN. <br />PROPOSED 20' ACCESS <br />ROAD <br />TO BE COVERED WITH 4" <br />THICK <br />25 <br />LAYER OF fit" CRUSHED <br />ROCK. <br />"V" DITCH LOCATION IS AT 5.0' <br />FROM <br />THE LOT <br />LINE AT LOTS 16, <br />17 3 <br />18, AS <br />PER PLAN. <br />!? <br />— <br />7.0' <br />TYP <br />0 <br />20' LEVEE ACCESS ROAD DETAIL <br />SECTION It y " <br />SCALE: HORIZ: 1"=10' <br />VERTICAL: 1"=4' <br />2. O' <br />LOT 6RADE <br />15 <br />GRADE BREAK <br />CONCRETE "V" DITCH AS PER <br />THE DETAIL ON THIS SHEET, <br />PLACED TO THE 6RADE-5 AS <br />SHOWN ON THE PLANS. �l} /�� <br />R i s <br />Wad <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No. 61619 <br />Exp. 6-30-07 <br />DRAWN BY: KEVIN <br />DATE: DEC. 20, 2015 <br />SCALE: i"=500' <br />DWG: 2g6PH"-CVR <br />CHECKED: R. D. C. <br />JOB a 296A-04 <br />SHEET <br />OF <br />