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LIMIT OF STORM DRAIN & DETENTION <br />BASIN I.O.D. TO COUNTY OF SAN JOAQUIN <br />10' WIDE MAINTENANCE ROAD <br />CHAIN-LINK FENCE F <br />7.05 <br />FUTURE DEVELOPMENT 0 G <br />L6 3.08 <br />BY OTHERS ------ -- —_�_ —242_81— ------_ --- <br />x - ----- - x -_� x - x _____x <br />Cn I I� <br />cn <br />�I <br />I X <br />O 5.00'--1 <br />A <br />o Lo 15.00' <br />0 I ( 12:1 <br />-00' \ 1 i FEMA FEDERAL EMERGENCY w <br />°p TB MANAGEMENT AGENCY <br />�;. <br />470.86' ni r' '\go `LOO �1 ' \ 1 OHW ORDINARY HIGH WATER <br />X <br />I O \ TE ELEV ELEVATION <br />----- —_------------- --_-- � o � � \ `� THW TOP OF HEADWALL <br />-- --- - <br />D+0U 76+0077+00 77+00 78+00 \ 1 iI 79+00 INV INVERT ELEVATION <br />--- <br />J ,,Q <br />/ \ <br />-- - -, -- -----455.12' �LEGEND <br />Li <br />-- - -\ i �°�� \ I LOW FLOW \ 5, � \ \ li <br />CHANNEL Z pNC� <br />+I � MP�N-\END RIPRAP SLOPE PROTECTION Q <br />A N ROP <br />'� o <br />CN <br />1 �8 !� ` \ 0 <br />I <br />Q I X �. <br />wz I <br />z r--) <br />F CHAIN-LINK <br />4-.1 <br />N Q o 7.05 ENTRANCE GATE of 00 \O fig^ <br />+I <br />I I <br />SHEET NOTES: D FLARED END SECTION 5.00'--i <br />7.03 75+82.78, 39.67 RT I <br />1. SEE SECTION A -A AND B -B <br />ON SHEET 7.03. <br />30 <br />20 <br />10' WIDE MAINTENANCE ROAD �I pow <br />CHAIN-LINK FENCE <br />LIMITS OF STORM DRAIN & I A <br />DETENTION BASIN I.O.D. TO COUNTY <br />OF SAN JOAQUIN <br />8 ------- - - - - - - - <br />2,909 <br />Tc <br />-- -- -- <br />-i <br />\\ \ II \\ Z INSTALL ROCK GRAVEL ROAD o <br />SLOPE PROTECTION <br />\ i I OUTFALL <br />\ g ' ' 11 \ +10.31, RT 89.08 EXISTING TREE <br />\ <br />26.50 3.08 ' \ <br />� <br />� CC) <br />EXISTING OAK TREE TO BE <br />REMOVED <br />/ 36 So X ' \ _r EXIST OAK TREES TO <br />BE REMOVED <br />O I — — — — — TOP OF BANK <br />�o ���o� _, `` I' INSTALL HEADWALL g <br />W/WINGWALLS PER 7.03 <br />CALTRANS STDS TOE OF BANK <br />X <br />2 50 _ I� 1/4 TON ROCK RIPRAP, 3' <br />1 ORDINARY HIGH WATER <br />DEEP LINED WITH GEOFABRIC. — — — — <br />o 17.0 ELEV <br />B I j BACKFILL VOIDS WITH NATIVE <br />I MATERIAL AND REVEGETATE <br />3.08 I — LIMITS OF GRADING <br />- EXIST 15" OAK TREE <br />x TO REMAIN SPOT ELEVATION <br />1098.93 Ioo C,WV10' WIDE O O 3.08 LIMITS OF GRADING ORIGINAL GROUND <br />3 W I MAINTENANCE ROAD o N 21.92' <br />EXIST WOODEN FENCE TO REMAIN C OUTLET BOX X700 SPOT ELEVATION <br />7.03 77+20.53 67.91' RT EXIST GATE EMERGENCY SPILLWAY 00 PROPOSED GROUND <br />Q I EXIST PROPERTY LINE ROCK SLOPE PROTECTION TO REMAIN EXINANCE <br />I MAINTE <br />W pl AN <br />ROAD x CHAIN LINK FENCE <br />60" SDMH <br />RIM ELEV 28.29 <br />�SD <br />S=0.002% <br />ix <br />75+00 <br />Gro Vf I s I Aq 11 / 7- / / <br />PROPOSED OFFSITE MORMON <br />STORM WATER QUALITY CHANNEL <br />& DETENTION BASINPL, <br />TB FENCE TB TB <br />0.00' —25.00' <br />- L c FG <br />-- _ <br />EMERGENCY SPILLWAY WSEL 26.0 <br />HW 23.0 FEMA 23.0 ELEV 100 YEAR <br />� <br />48" SD RIisER @ S=0.0 09 - <br />36" RCP 5=0.25 <br />077/ OH W 17.0 ELEV <br />5 0 <br />FLARED END <br />SECTION <br />1/4 TON ROCK RIPRAP, 3' <br />DEEP LIN -D WITH GEOFABRIC. OFFSITE STORM RAIN, DETENTION BASIN & OUTFALL <br />PROFILE BACKFILL VOIDS WITH NATIVE P_7 <br />1" 4' MATERIA AND REVEGETATE. <br />76+00 77+00 78+00 79+00 <br />0 <br />a <br />1 20 30 40 <br />Ld <br />m <br />� <br />0 0 <br />a <br />� <br />w <br />a <br />0 <br />LL <br />FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES <br />o <br />f <br />o <br />\\ <br />QRpFESS/pN <br />o <br />_! <br />D <br />o <br />\ <br />p <br />N <br />N <br />M <br />TE <br />N <br />C7 <br />to <br />M <br />Q <br />N <br />11)� <br />M <br />c/) <br />W <br />_ <br />U <br />od <br />Z <br />ti <br />W O U <br />J N <br />Z <br />� <br />0 <br />3 <br />0 <br />o w <br />cn_> <br />o <br />N <br />m <br />>- <br />N <br />-0 <br />A <br />EXP. 03-31-06 <br />m <br />O O <br />O <br />cp <br />a'� <br />\ <br />J']9, CV <br />Z <br />0 o <br />O <br />W <br />Z <br />V <br />OF CA��FO <br />= <br />V Q <br />c cf) C) U N <br />'`,_ <br />\ \\ <br />v) N <br />ODINN Q, <br />O, <br />� W <br />---_-�____ <br />O <br />a <br />V� <br />ABBREVIATIONS <br />a! <br />x <br />30 <br />w <br />O <br />W <br />W <br />W <br />a <br />cl) <br />ate. <br />0 <br />O <br />EOLEV-17.0 <br />HW HIGH WATER ELEVATION <br />o <br />w <br />` <br />1 <br />PCC PORTLAND CONCRETE CEMENT <br />I- <br />L <br />_ <br />O <br />TB TOP OF BANK <br />1��` <br />II <br />TE TOE OF BANK <br />EXIST <br />TBW TOP BACK OF WALK <br />20 <br />X <br />PROPERTY LINE ; <br />TC TOP of CURB <br />O <br />0 <br />H <br />I <br />WSEL WATER SURFACE ELEVATION <br />2 <br />to <br />PL PROPERTY LINE <br />J <br />EX EXISTING <br />Lu <br />W <br />Z <br />S SLOPE <br />Q <br />0 <br />RCP REINFORCED CONCRETE PIPE <br />0 I ( 12:1 <br />-00' \ 1 i FEMA FEDERAL EMERGENCY w <br />°p TB MANAGEMENT AGENCY <br />�;. <br />470.86' ni r' '\go `LOO �1 ' \ 1 OHW ORDINARY HIGH WATER <br />X <br />I O \ TE ELEV ELEVATION <br />----- —_------------- --_-- � o � � \ `� THW TOP OF HEADWALL <br />-- --- - <br />D+0U 76+0077+00 77+00 78+00 \ 1 iI 79+00 INV INVERT ELEVATION <br />--- <br />J ,,Q <br />/ \ <br />-- - -, -- -----455.12' �LEGEND <br />Li <br />-- - -\ i �°�� \ I LOW FLOW \ 5, � \ \ li <br />CHANNEL Z pNC� <br />+I � MP�N-\END RIPRAP SLOPE PROTECTION Q <br />A N ROP <br />'� o <br />CN <br />1 �8 !� ` \ 0 <br />I <br />Q I X �. <br />wz I <br />z r--) <br />F CHAIN-LINK <br />4-.1 <br />N Q o 7.05 ENTRANCE GATE of 00 \O fig^ <br />+I <br />I I <br />SHEET NOTES: D FLARED END SECTION 5.00'--i <br />7.03 75+82.78, 39.67 RT I <br />1. SEE SECTION A -A AND B -B <br />ON SHEET 7.03. <br />30 <br />20 <br />10' WIDE MAINTENANCE ROAD �I pow <br />CHAIN-LINK FENCE <br />LIMITS OF STORM DRAIN & I A <br />DETENTION BASIN I.O.D. TO COUNTY <br />OF SAN JOAQUIN <br />8 ------- - - - - - - - <br />2,909 <br />Tc <br />-- -- -- <br />-i <br />\\ \ II \\ Z INSTALL ROCK GRAVEL ROAD o <br />SLOPE PROTECTION <br />\ i I OUTFALL <br />\ g ' ' 11 \ +10.31, RT 89.08 EXISTING TREE <br />\ <br />26.50 3.08 ' \ <br />� <br />� CC) <br />EXISTING OAK TREE TO BE <br />REMOVED <br />/ 36 So X ' \ _r EXIST OAK TREES TO <br />BE REMOVED <br />O I — — — — — TOP OF BANK <br />�o ���o� _, `` I' INSTALL HEADWALL g <br />W/WINGWALLS PER 7.03 <br />CALTRANS STDS TOE OF BANK <br />X <br />2 50 _ I� 1/4 TON ROCK RIPRAP, 3' <br />1 ORDINARY HIGH WATER <br />DEEP LINED WITH GEOFABRIC. — — — — <br />o 17.0 ELEV <br />B I j BACKFILL VOIDS WITH NATIVE <br />I MATERIAL AND REVEGETATE <br />3.08 I — LIMITS OF GRADING <br />- EXIST 15" OAK TREE <br />x TO REMAIN SPOT ELEVATION <br />1098.93 Ioo C,WV10' WIDE O O 3.08 LIMITS OF GRADING ORIGINAL GROUND <br />3 W I MAINTENANCE ROAD o N 21.92' <br />EXIST WOODEN FENCE TO REMAIN C OUTLET BOX X700 SPOT ELEVATION <br />7.03 77+20.53 67.91' RT EXIST GATE EMERGENCY SPILLWAY 00 PROPOSED GROUND <br />Q I EXIST PROPERTY LINE ROCK SLOPE PROTECTION TO REMAIN EXINANCE <br />I MAINTE <br />W pl AN <br />ROAD x CHAIN LINK FENCE <br />60" SDMH <br />RIM ELEV 28.29 <br />�SD <br />S=0.002% <br />ix <br />75+00 <br />Gro Vf I s I Aq 11 / 7- / / <br />PROPOSED OFFSITE MORMON <br />STORM WATER QUALITY CHANNEL <br />& DETENTION BASINPL, <br />TB FENCE TB TB <br />0.00' —25.00' <br />- L c FG <br />-- _ <br />EMERGENCY SPILLWAY WSEL 26.0 <br />HW 23.0 FEMA 23.0 ELEV 100 YEAR <br />� <br />48" SD RIisER @ S=0.0 09 - <br />36" RCP 5=0.25 <br />077/ OH W 17.0 ELEV <br />5 0 <br />FLARED END <br />SECTION <br />1/4 TON ROCK RIPRAP, 3' <br />DEEP LIN -D WITH GEOFABRIC. OFFSITE STORM RAIN, DETENTION BASIN & OUTFALL <br />PROFILE BACKFILL VOIDS WITH NATIVE P_7 <br />1" 4' MATERIA AND REVEGETATE. <br />76+00 77+00 78+00 79+00 <br />0 <br />a <br />m <br />� <br />o <br />w <br />^ <br />O <br />� <br />w <br />a <br />0 <br />LL <br />Q <br />f <br />o <br />o <br />4 <br />_! <br />D <br />o <br />�� _II <br />o <br />O <br />N <br />N <br />M <br />- <br />N <br />C7 <br />to <br />M <br />Q <br />N <br />11)� <br />M <br />c/) <br />W <br />_ <br />U <br />od <br />Z <br />ti <br />W O U <br />J N <br />Z <br />� <br />0 <br />3 <br />0 <br />o w <br />cn_> <br />o <br />N <br />m <br />>- <br />N <br />_ <br />o04 <br />L <br />N <br />Lu opN <br />m <br />LLcn0)X x <br />� <br />o Q< <br />a <br />Z <br />�w <br />Q <br />< V <br />N <br />a�Z� <br />W <br />Z <br />�LIN 0Q� <br />V Q <br />c cf) C) U N <br />o (n <br />v) N <br />ODINN Q, <br />O, <br />� W <br />m Z <br />O <br />a <br />V� <br />J <br />a <br />J <br />a <br />LL <br />0 <br />0 <br />_! <br />D <br />a <br />O <br />O <br />U <br />0 <br />_ <br />U <br />od <br />co <br />Z <br />>- <br />a <br />ar <br />m <br />Q <br />a <br />Z <br />a�Z� <br />Z0 <br />a <br />Il -- <br />W <br />H <br />O <br />W <br />z <br />30 <br />w <br />O <br />W <br />W <br />W <br />a <br />cl) <br />ate. <br />0 <br />O <br />Z <br />w <br />W <br />a <br />D <br />I- <br />L <br />_ <br />O <br />L <br />0 <br />a <br />20 <br />W <br />0 <br />H <br />2 <br />to <br />J <br />W <br />Z <br />0 <br />� <br />L <br />U <br />LL <br />0 <br />I-- <br />0 <br />cl) <br />i <br />co <br />~I <br />M <br />O <br />10 <br />