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LF 12'SD 5=.010 <br />18 <br />16 15 <br />IN II I• <br />N <br />d 421 LF FUTURE 24 'SD 5 0025 _ <br />N 188 LF 12'SD 5=.0015 / D J -� <br />I <br />I I <br />WED -I <br />J I <br />AVID <br />ALL CURB NEEM 9 L NAN: "M7 DIAMAIG' <br />SIFMCHED N CONCRETE CLM AT HOOD L0047M <br />mm 3" A11mw LETRF IEIOI? <br />NO DUMPING <br />CURB INLET' STENCILING DETAIL <br />14 <br />FA <br />31 <br />12 <br />A- -- -- ------ <br />24 IF 12"SD 5=.010 <br />33 <br />Ign <br />35 <br />36 <br />9 <br />! <br />i <br />I <br />7 <br />6I 5 <br />TRAIN <br />47 IF 12"SD S-.010 <br />4 <br />I 3 <br />PAR <br />43 IF <br />12"SD S=.010 <br />rum. <br />I <br />I <br />FUTURE STORM TO BE CONSTRUCTED <br />19 <br />PER <br />I <br />30 <br />i <br />i <br />I! <br />u <br />! <br />� <br />DEFERRED STORIDRAIN AGREEMENT <br />WITH SAN JOAQUIN COUNTY <br />20 <br />NONTE <br />VISTA <br />DRIVE <br />x!1_. <br />26 IF 12"SD=.010 <br />29 <br />--- <br />0 <br />D <br />s - <br />7 LF 24"SDS .0008 347 LF 18"SD 5=.00116 <br />- <br />I <br />O <br />•T»m j <br />LF -- 5=.010CDS UNIT MODEL PMSU20_15 <br />Q_ <br />'tea. /meq.. w. �n ).. <br />�-STORMWATER TREATMENT UNIT <br />54 LF 12SD71 <br />I <br />U <br />55 <br />�� P <br />IIP9n <br />i <br />54 <br />I <br />I <br />l <br />21 <br />LOT 'A" <br />28 <br />S RM DRAINAGE BA /N i <br />o <br />56 <br />SEE SHEET 16 FOR BASIN I <br />•L <br />Cn. IUNUCU JVi SNCRRN HERE <br />-`- 1. $rCtlnG'pR '' <br />I 1 <br />I I <br />I 1 <br />� <br />a <br />1 <br />Z <br />l <br />57 <br />"I <br />OI <br />I <br />�� i <br />" <br />I <br />65 <br />18 LF <br />12"SD S-.010 <br />59 <br />58 <br />1 <br />hI <br />�N <br />I <br />22 <br />I <br />27 <br />I <br />i <br />II <br />Ao <br />' <br />23 <br />I <br />N <br />26 <br />I <br />i <br />24 <br />25 <br />I <br />FUTURE STUB <br />G PLUG <br />l <br />/ <br />j <br />R <br />I <br />I <br />17 IF FUTURE <br />24" SO 5=.0025 <br />I I <br />WED -I <br />J I <br />AVID <br />ALL CURB NEEM 9 L NAN: "M7 DIAMAIG' <br />SIFMCHED N CONCRETE CLM AT HOOD L0047M <br />mm 3" A11mw LETRF IEIOI? <br />NO DUMPING <br />CURB INLET' STENCILING DETAIL <br />14 <br />FA <br />31 <br />12 <br />A- -- -- ------ <br />24 IF 12"SD 5=.010 <br />33 <br />Ign <br />35 <br />36 <br />PERMANENT BMP PLAN <br />68 <br />13 IF 12"SD S=.010 <br />s67 <br />I <br />37 I 38 <br />9 <br />DATE <br />8 <br />7 <br />6I 5 <br />TRAIN <br />I <br />4 <br />I 3 <br />PAR <br />2 <br />DE <br />rum. <br />J.'I20631"3-0.HI4MOIIAN147-E"Vm.LMry <br />FUTURE STORM TO BE CONSTRUCTED <br />PER <br />DEFERRED STORIDRAIN AGREEMENT <br />WITH SAN JOAQUIN COUNTY <br />NONTE <br />VISTA <br />DRIVE <br />x!1_. <br />26 IF 12"SD=.010 <br />--- <br />421 IF FUTURE 24"SD 5=.0025 B LF FUTURE 24' SO 5=.0025 <br />- <br />D <br />s - <br />7 LF 24"SDS .0008 347 LF 18"SD 5=.00116 <br />- <br />71S=.010 <br />•T»m j <br />LF -- 5=.010CDS UNIT MODEL PMSU20_15 <br />M <br />'tea. /meq.. w. �n ).. <br />�-STORMWATER TREATMENT UNIT <br />54 LF 12SD71 <br />55 <br />�� P <br />IIP9n <br />i <br />54 <br />70 <br />LOT 'A" <br />S RM DRAINAGE BA /N i <br />56 <br />SEE SHEET 16 FOR BASIN I <br />•L <br />Cn. IUNUCU JVi SNCRRN HERE <br />-`- 1. $rCtlnG'pR '' <br />PERMANENT BMP PLAN <br />68 <br />13 IF 12"SD S=.010 <br />s67 <br />I <br />37 I 38 <br />®m <br />TYPICAL / GENERIC <br />INSTALLATION <br />i <br />w n <br />L <br />wrcTLL <br />n rrt vMEs n m <br />R. EE AtEUN niff !1\ MMAMN V}= <br />Y f <br />F x I 11OH <br />1 <br />1 <br />1P <br />v -i-1 E -J <br />ry <br />24-1 <br />Nm rnMOER ]c«Es n ,a. <br />e2 c <br />R <br />.E�AWJN N5 P�,,u « <br />Y,A+pv.Ct J 9gMN nlll M« CWI,RMnIILM <br />CDS MODEL PMSU20 15, 0.7 CFS CAPACITY <br />STORM HATER TREATMENT L'NIT <br />FLOR RANCH <br />UNIT NO.3 <br />LINDEN, CALIFORNIA <br />41 1 42 1 43 <br />TYPICAL. / GENERIC _- - <br />INSTALLATION <br />SHORN IS RIGHT-HAND <br />CONFIGURATION <br />a �ay. � T�sicWxs <br />M,fKs\' [n Wm,S <br />�A <br />t � � <br />f s3 <br />_t \. .-FOR w <br />Nous: <br />W <br />SE <br />FFRRFR M,LE0 FFF. <br />FOR .'R <br />' M W <br />M. ! M SWE' .N <br />FM R w n . w D P LLn FiRNn <br />CDS MODEL PMSU20-15. 07 CFS CAPACITY <br />STORM RATER TREATMENT UNIT <br />44 I 45 I 46 <br />47 <br />1 <br />IF 12"SD 5=.010 <br />53 <br />52 <br />51 <br />50 <br />m <br />68_ <br />g0 8 0 l 187.7 1 <br />I <br />N � � <br />" <br />a <br />w -EE==ter <br />S j®IL-_____ <br />STOP, <br />\� "n IA 89 <br />72 TIL Il 87.5 11 <br />87.8 1 <br />a��/ iii IiiilW 86.28 <br />-- - -- 86. J2 n e <br />II 1 11 88 <br />73 <br />IFI, 1� �88.3I <br />j1 �a&.S II rr1r, III <br />1 II II; I SsF <br />-- - - -- <br />as -4 rIF <br />IIIq 0� <br />ISI. I11�1 87 <br />74 rrI Q �I Fa8.a 1 <br />j/ [88..21 III; I p <br />- <br />--- -- 86i11� <br />II I� III II 86 <br />_7_5_ Ir`I _88-51 <br />II6s.se <br />Illi----- <br />76 <br />a8.2�SJ �� Ir, �!I !1 85 <br />X88.5 <br />86.49 WII Ili <br />\J �� -VIII; 1111 <br />� IIID I �IIII / <br />7 II r � aI 84 <br />88.0 I If ITrr I H F 88.5 1 <br />- <br />_ <br />--- II; IIIA <br />66.32 II II; III I!es.32 _ _ _ _ _ <br />I <br />��II; II II <br />78 lrr it ? 83 <br />T Ijot II II i 88.1 I <br />VIII <br />Illw 8615 <br />Wfw; IIiW 00/ <br />II II; III <br />79 82 <br />l llr JIJ <br />$�6r X87.51 II II; III II �88.0I <br />-- -_ -_ 85.9/ II II; 111185.97 - - __ - <br />II II; III 11 <br />I 11 Ali 011 <br />,IA" <br />TYPICAL / GENERIC <br />INSTALLATION <br />SCALE 111:.501 <br />RERp n -N- <br />VR <br />•� m .xnrw <br />REC®RD DRAWIN <br />/ v , <br />� N <br />m:. .... Lµ <br />I I 1 <br />I <br />. - T I j .. �y Parsnr J�, I Thls Ct aut <br />v� <br />'iI lNft,.. "ld'IC ', �y 1nCnPrlrnn IA, -'. <br />I' w LEGEND <br />IiT�......T <br />MET (SI CD SID. D-13) m NIA • <br />LpVLE <br />w 1W • • <br />-2 70M DRAW 12 SD 12"SD - <br />COS MODEL PYSU20_15, 0.7 CFS CAPACITY SIZE & SLOPE XX IF XX" SO 5 -.XXX XX LF )W' SD S -.M XX IF XX" SD S=.xxx �• •� <br />STORM HATER TREATMENT UNIT ''', S8 MA XOANMM V NIA O NIA <br />2005 MCR ENGINEERING <br />■ PLANNING• ENGINEERING• SURVEYING <br />m so wast PIM - <br />120SI ""no � FAX M 239-M <br />,Ion N0. <br />9 <br />DATE <br />8 <br />7 <br />6I 5 <br />TRAIN <br />I <br />4 <br />I 3 <br />PAR <br />2 <br />DE <br />rum. <br />J.'I20631"3-0.HI4MOIIAN147-E"Vm.LMry <br />FUTURE STORM TO BE CONSTRUCTED <br />PER <br />DEFERRED STORIDRAIN AGREEMENT <br />WITH SAN JOAQUIN COUNTY <br />NONTE <br />VISTA <br />DRIVE <br />26 IF 12"SD=.010 <br />--- <br />421 IF FUTURE 24"SD 5=.0025 B LF FUTURE 24' SO 5=.0025 <br />- <br />D <br />s - <br />7 LF 24"SDS .0008 347 LF 18"SD 5=.00116 <br />- <br />71S=.010 <br />LF -- 5=.010CDS UNIT MODEL PMSU20_15 <br />�-STORMWATER TREATMENT UNIT <br />54 LF 12SD71 <br />55 <br />i <br />54 <br />70 <br />LOT 'A" <br />S RM DRAINAGE BA /N i <br />56 <br />SEE SHEET 16 FOR BASIN I <br />I 1 <br />I I <br />I 1 <br />� <br />a <br />1 <br />l <br />57 <br />I <br />65 <br />64 63 82 61 60 <br />59 <br />58 <br />1 <br />BROVELLI LANEjj <br />®m <br />TYPICAL / GENERIC <br />INSTALLATION <br />i <br />w n <br />L <br />wrcTLL <br />n rrt vMEs n m <br />R. EE AtEUN niff !1\ MMAMN V}= <br />Y f <br />F x I 11OH <br />1 <br />1 <br />1P <br />v -i-1 E -J <br />ry <br />24-1 <br />Nm rnMOER ]c«Es n ,a. <br />e2 c <br />R <br />.E�AWJN N5 P�,,u « <br />Y,A+pv.Ct J 9gMN nlll M« CWI,RMnIILM <br />CDS MODEL PMSU20 15, 0.7 CFS CAPACITY <br />STORM HATER TREATMENT L'NIT <br />FLOR RANCH <br />UNIT NO.3 <br />LINDEN, CALIFORNIA <br />41 1 42 1 43 <br />TYPICAL. / GENERIC _- - <br />INSTALLATION <br />SHORN IS RIGHT-HAND <br />CONFIGURATION <br />a �ay. � T�sicWxs <br />M,fKs\' [n Wm,S <br />�A <br />t � � <br />f s3 <br />_t \. .-FOR w <br />Nous: <br />W <br />SE <br />FFRRFR M,LE0 FFF. <br />FOR .'R <br />' M W <br />M. ! M SWE' .N <br />FM R w n . w D P LLn FiRNn <br />CDS MODEL PMSU20-15. 07 CFS CAPACITY <br />STORM RATER TREATMENT UNIT <br />44 I 45 I 46 <br />47 <br />1 <br />IF 12"SD 5=.010 <br />53 <br />52 <br />51 <br />50 <br />m <br />68_ <br />g0 8 0 l 187.7 1 <br />I <br />N � � <br />" <br />a <br />w -EE==ter <br />S j®IL-_____ <br />STOP, <br />\� "n IA 89 <br />72 TIL Il 87.5 11 <br />87.8 1 <br />a��/ iii IiiilW 86.28 <br />-- - -- 86. J2 n e <br />II 1 11 88 <br />73 <br />IFI, 1� �88.3I <br />j1 �a&.S II rr1r, III <br />1 II II; I SsF <br />-- - - -- <br />as -4 rIF <br />IIIq 0� <br />ISI. I11�1 87 <br />74 rrI Q �I Fa8.a 1 <br />j/ [88..21 III; I p <br />- <br />--- -- 86i11� <br />II I� III II 86 <br />_7_5_ Ir`I _88-51 <br />II6s.se <br />Illi----- <br />76 <br />a8.2�SJ �� Ir, �!I !1 85 <br />X88.5 <br />86.49 WII Ili <br />\J �� -VIII; 1111 <br />� IIID I �IIII / <br />7 II r � aI 84 <br />88.0 I If ITrr I H F 88.5 1 <br />- <br />_ <br />--- II; IIIA <br />66.32 II II; III I!es.32 _ _ _ _ _ <br />I <br />��II; II II <br />78 lrr it ? 83 <br />T Ijot II II i 88.1 I <br />VIII <br />Illw 8615 <br />Wfw; IIiW 00/ <br />II II; III <br />79 82 <br />l llr JIJ <br />$�6r X87.51 II II; III II �88.0I <br />-- -_ -_ 85.9/ II II; 111185.97 - - __ - <br />II II; III 11 <br />I 11 Ali 011 <br />,IA" <br />TYPICAL / GENERIC <br />INSTALLATION <br />SCALE 111:.501 <br />RERp n -N- <br />VR <br />•� m .xnrw <br />REC®RD DRAWIN <br />/ v , <br />� N <br />m:. .... Lµ <br />I I 1 <br />I <br />. - T I j .. �y Parsnr J�, I Thls Ct aut <br />v� <br />'iI lNft,.. "ld'IC ', �y 1nCnPrlrnn IA, -'. <br />I' w LEGEND <br />IiT�......T <br />MET (SI CD SID. D-13) m NIA • <br />LpVLE <br />w 1W • • <br />-2 70M DRAW 12 SD 12"SD - <br />COS MODEL PYSU20_15, 0.7 CFS CAPACITY SIZE & SLOPE XX IF XX" SO 5 -.XXX XX LF )W' SD S -.M XX IF XX" SD S=.xxx �• •� <br />STORM HATER TREATMENT UNIT ''', S8 MA XOANMM V NIA O NIA <br />2005 MCR ENGINEERING <br />■ PLANNING• ENGINEERING• SURVEYING <br />m so wast PIM - <br />120SI ""no � FAX M 239-M <br />,Ion N0. <br />05-034 <br />DATE <br />••/os/zoos W.21 <br />WALE <br />AS SHOWN <br />OR BY <br />PAR <br />CIL BY <br />DE <br />rum. <br />J.'I20631"3-0.HI4MOIIAN147-E"Vm.LMry <br />No. C54098 <br />OR. 12-31-M <br />ilE <br />`l/logos <br />SHEET <br />1 <br />(W <br />