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. <br />INLET u. <br />L 3" X2 1/2" X318" RIVET, <br />SPOT WELD OR TACK WELD a 1/8" <br />POINTS OR BETTER TO C.M.P. <br />1/4" STEEL CHECKERED PLATE <br />OPTIONAL OPENIN6 <br />Ik-ET �IC� <br />TOP YI E!N <br />2'-O" <br />"W CALK SEAL W/ PLIABLE MIXTURE OF SAND, <br />PORTLAND CEMENT t EMULSIFIED ASPHALT <br />Q 36 CMp I PART CEMENT, 3-5 PARTS <br />1/2 PARTS 551 EMUL57 <br />1EP ASPHAL <br />SEE PLAN <br />FOR SIZE Z <br />Z <br />4'-O" DIA. <br />SECTION V I EA <br />DETAIL AS <br />PER GAL -TRANS STD. PLANS DRW6. NO. <br />D75A <br />O. <br />M. <br />P. <br />I NLET <br />VE7A <br />I L <br />SCALE: I"=2' <br />6ROUT A SOLID CONNECTION <br />TO THE PROPOSED O.M.P. <br />INLET. <br />TYPICAL 8" x 24" OPENIN6 <br />AS PER THE O.M.P. DETAIL. <br />O.M.P. INLET AS <br />PER THE DETAIL ABOVE <br />I <br />0.1 <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 TRAN517I0N <br />I NLET VE7A I L <br />NO SCALE <br />33 <br />30 <br />/ <br />20 <br />TOP OF DITCH ELEVATION <br />AS PER THE PLANS. <br />—CONCRETE "V" DITCH TO BE <br />PLACED EITHER BY 5HOTCRETE <br />OR 5LIP FORM METHOD. <br />FLOWLINE ELEVATION OF <br />DITCH A5 PER THE PLANS. <br />CONCRETE <br />"V" VI TGH VE7AIL <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 \ 20' ACCESS ROAD <br />ELEVATION ARE NOT THE SAME AS \ <br />THE EXI5TIN6 6ROUND. \ <br />\ 5=.02 <br />��6RADE OUT BEYOND ROAD <br />AT 3:1 TYP. A5 SHOWN. <br />----- <br />– CATCH POINT <br />15 <br />ACCE-55 ROAD SHALL BE <br />6RADED TO ELEVATIONS <br />AS SHOWN ON THE SITE <br />6RAOIN6 PLAN5 FOR OAKH" <br />LAKE 5UBDIVI5ION, UNIT 4 <br />PROPOSED 20' ACCESS ROAD <br />TO BE COVERED WITH 4" THICK <br />LAYER OF 24" CRUSHED ROCK. <br />Ln <br />�Z <br />00 <br />M <br />W C <br />C iMn 7 <br />W <br />� ° l <br />Va�� <br />c zv <br />Q �.�ooLL <br />35 V w ° =�M <br />O U <br />NI O M <br />N Q Ln <br />V1 �7 z <br />0o <br />� <br />QZ�114 <br />W v a <br />30 <br />25 <br />E \\ <br />EXI5TIN6 TOE OF SLOPE <br />20' LEVEE ACCESS ROAD DETAIL <br />SECTION "Gil <br />SCALE: HORIZ: 1"=10' <br />VERTICAL: 1"=4' <br />35 <br />30 / \ <br />/ EXISTIN6 LEVEE �\ <br />TO REMAIN UNDI57VRBEP \ <br />25 \ <br />i 6RADE AT 2% UP TO THE EXISTIN6 \ \ <br />LEVEE 6ROUND IN LOCATIONS WHERE \ \ 20' ACCESS ROAD <br />THE PROPOSED ROAD LOCATION AND <br />ELEVATION ARE NOT THE SAME AS <br />THE EXI5TIN6 GROUND. \ \ 5.02 <br />20 --- - - <br />15 <br />iVltt�] <br />�'I �4iCril +� d ✓ !i �� ..tifl j F u S 1tj Dt Vl !i< <br />two <br />- - --- - 30 <br />ACCESS ROAD SHALL BE <br />6RADED TO ELEVATIONS <br />AS 5HOWN ON THE SITE <br />6RADIN6 R AN5 FOR OAKNOX <br />LAKE 5UBDIVI5ION, UNIT 4 <br />PROP05ED 20' ACCESS ROAD <br />_ TO BE COVERED WITH 4" THICK 25 <br />LAYER OF 44" CRUSHED ROCK. <br />"V" DITCH LOCATION I5 AT 5.0' <br />L FROM THE LOT LINE AT LOTS 16, <br />17 t 18, AS PER PLAN. <br />7.01 <br />TYP. -- 20 <br />o z � <br />- --------- <br />EXISTING TOE OF SLOPE <br />GRADE AT A MAXIMUM SLOPE OF 2:1 BETWEEN - <br />THE PROPOSED LEVEE ACCESS ROAD AND THE <br />CONCRETE "V" DITCH AS SHOWN. <br />20' LEVEE ACCESS ROAD DETAIL <br />SECTION 11,011 10" <br />SCALE: HORIZ: 1"=10' <br />VERTICAL: 1"=4' <br />LOT GRADE <br />15 <br />6RADE BREAK <br />CONCRETE "V" DITCH AS PER <br />THE DETAIL ON THI5 5HEET, <br />PLACED TO THE 6FADE5 AS <br />SHOWN ON THE PLANS. <br />RYAN CARREL, R.C.E. 61619 I <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J. 5. H. <br />DATE: AU6• 14, 2" <br />i"=500' <br />SCALE: <br />DWG: 2466—CVR <br />CHECKED: KW <br />]OB u 296H-04 <br />SHEET 4 <br />OF 2 <br />O <br />N <br />E \\ <br />EXI5TIN6 TOE OF SLOPE <br />20' LEVEE ACCESS ROAD DETAIL <br />SECTION "Gil <br />SCALE: HORIZ: 1"=10' <br />VERTICAL: 1"=4' <br />35 <br />30 / \ <br />/ EXISTIN6 LEVEE �\ <br />TO REMAIN UNDI57VRBEP \ <br />25 \ <br />i 6RADE AT 2% UP TO THE EXISTIN6 \ \ <br />LEVEE 6ROUND IN LOCATIONS WHERE \ \ 20' ACCESS ROAD <br />THE PROPOSED ROAD LOCATION AND <br />ELEVATION ARE NOT THE SAME AS <br />THE EXI5TIN6 GROUND. \ \ 5.02 <br />20 --- - - <br />15 <br />iVltt�] <br />�'I �4iCril +� d ✓ !i �� ..tifl j F u S 1tj Dt Vl !i< <br />two <br />- - --- - 30 <br />ACCESS ROAD SHALL BE <br />6RADED TO ELEVATIONS <br />AS 5HOWN ON THE SITE <br />6RADIN6 R AN5 FOR OAKNOX <br />LAKE 5UBDIVI5ION, UNIT 4 <br />PROP05ED 20' ACCESS ROAD <br />_ TO BE COVERED WITH 4" THICK 25 <br />LAYER OF 44" CRUSHED ROCK. <br />"V" DITCH LOCATION I5 AT 5.0' <br />L FROM THE LOT LINE AT LOTS 16, <br />17 t 18, AS PER PLAN. <br />7.01 <br />TYP. -- 20 <br />o z � <br />- --------- <br />EXISTING TOE OF SLOPE <br />GRADE AT A MAXIMUM SLOPE OF 2:1 BETWEEN - <br />THE PROPOSED LEVEE ACCESS ROAD AND THE <br />CONCRETE "V" DITCH AS SHOWN. <br />20' LEVEE ACCESS ROAD DETAIL <br />SECTION 11,011 10" <br />SCALE: HORIZ: 1"=10' <br />VERTICAL: 1"=4' <br />LOT GRADE <br />15 <br />6RADE BREAK <br />CONCRETE "V" DITCH AS PER <br />THE DETAIL ON THI5 5HEET, <br />PLACED TO THE 6FADE5 AS <br />SHOWN ON THE PLANS. <br />RYAN CARREL, R.C.E. 61619 I <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J. 5. H. <br />DATE: AU6• 14, 2" <br />i"=500' <br />SCALE: <br />DWG: 2466—CVR <br />CHECKED: KW <br />]OB u 296H-04 <br />SHEET 4 <br />OF 2 <br />