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9 a e <br />26 LF 12" SO S=.010 <br />MONTE I/ISTA DRIVE <br />---— — — — — — — — — — — — _— — — — — — ------------------------------ _— --— — — — — — — — — — — — — — _ _ _ _ _ _ _ _ <br />347 LF 24" SD S=.0006 IB 50 1 347 LF 18" SO S=.0010 <br />293 LF 6' HIGH CHAIN LINK 16 LF 12" SO 5=.010 INSTALL GATES PER <br />FENCE W/ PLAS77C SLATS SAN JOAQUIN STD. D-12 <br />- - - 77-711 <br />e - n <br />/-- C -- nL7699 <br />------— — — — — — - - <br />0 <br />N5' WIDE RIP-RAPSWALERETAINING WALL TO BE <br />MAINTAINED BY HOME OWNER <br />U_ I 223 LF 6' HIGH CHAIN LINK <br />1 I FENCE W/ PLASTIC SLATS <br />I <br />0 <br />� <br />CP __1 <br />9 5' WIDE RI SWARIP-RAP <br />i 54 <br />SEE SAN JOAQUIN COUNTY I <br />STANDARD DWG. NO. D-22 <br />/\ I Kllll <br />BASIN STATISTICS: <br />I <br />A I A BASIN CAPACITY.. 6.19 AC. FT. <br />BASIN PERC'S IN 5.8 DAYS I NOTE: <br />BASIN REQ'D TO PERCOLATE IN 10 DAYS I LOWEST T.C. TO HWL = 1.6; <br />83.28 MAX. HIGH WATER BASIN VS 84.92 TC I WHICH IS GREATER THAN 1.5' <br />70 ro REQUIRED BY SAN JOAQUIN <br />COUNTY SPEC <br />I SECTION 3.45, /6 <br />I <br />4:1 LOT "A <br />CP I <br />I <br />I � <br />I <br />3 <br />0 <br />I I � <br />TOE ELEV. 77.00 kf I \ <br />I <br />O 70' 60 110' 62' <br />OI 20' <br />� <br />222 LF 6' HIGH CHAIN LINK I� I <br />FENCE W/ PLASTIC SLATS I I <br />69 57 <br />I �f I I <br />�� HWL ELEV 8328 -------------- ca <br />86.8 ----- 8326 --� - 88 0 <br />�)��� <br />7 \-2 <br />8/ O <br />i <br />Q) 310 IF 6' HIGH CHAIN LINK r\ <br />00 <br />ry� FENCE W/ PLASTIC SLATS <br />64 6,3 62 61 60 <br />188.3188.5 88.9 89.1 89.0 <br />SME u 1 • — 20e <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />S -Lt -AS' <br />GENE AL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />STORM DRAINAGE <br />BASIN PLAN <br />LINDEN, <br />FLOR RANCH <br />UNIT NO.3 <br />CALIFORNIA <br />REVISIONS <br />rrwwm <br />ENO ANO CORNER <br />p05T ASSEMBLY <br />rpawy eroe' - <br />rT a .ar 1w M V NN <br />ra a elM err «. <br />PA 'A <br />FaMk wlwLis firds <br />a+l aw <br />ts. r er) <br />rly <br />ANL ss M Z4 r.e 0 . is, <br />rtyln «yl« Y II/r M. <br />vrhMrM. eA.MrMrm'ea} <br />_FI6 LOCATION <br />= m•. -7 ler -tr <br />Typical Febrile Mouell 0al«ls <br />T•st A -MN' <br />Tfa. mzh <br />'.YPICAL MEMBER <br />M b M rwN she Y1 eNn <br />Notes) <br />e « urr <br />eae.r ea«Y r w ert�. <br />Mae« M r«l W! Yv ✓ r <br />_ <br />elN <br />r «MAY M Ma IaYq M <br />CK.ff <br />T•st A -MN' <br />Tfa. mzh <br />'.YPICAL MEMBER <br />DIMENSIONS (See <br />Notes) <br />w Yr air 3 M isaa ms <br />U« NN M use axv. wu.Y <br />Y M w e.x pYwKna <br />Mae« M r«l W! Yv ✓ r <br />qt enl vei K Mal. «a MFa <br />elN <br />r «MAY M Ma IaYq M <br />CK.ff <br />aCMC! M VaMre ' <br />T•st A -MN' <br />Tfa. mzh <br />'.YPICAL MEMBER <br />DIMENSIONS (See <br />Notes) <br />F«u <br />41 <br />F��r7 <br />elN <br />.ae <br />CK.ff <br />JOE <br />Pill <br />lau.a M I."r <br />.n.a <br />Oat <br />J— <br />IN L3 <br />SECTION B -B <br />-------------------i <br />B A7 FRONT VIEW <br />-------------- '------------------------------- <br />----------- <br />C---- <br />uls, <br />MfRES: <br />1_ Ane mero Na. anon «uuWe a psis . dao <br />mimaY aM fn. Spcifioeom <br />1. sat'rm anon in he tlr mM M« mime, . K ab.'N <br />hist . is onv anw ewiAaoa .f K slisdriolwsa <br />]. wr a«zur .da crone, wish ea aaa'gtn 'nlr«4 ma on. <br />ef <br />Yr. Sryuf atlpnv hey r uW m 0.1 of K Enawart <br />♦. Oelion i enous «N b ussom on shy «e "jin, pAE <br />5. timmai se elq.n an oehis, Al pw eh.ma aM ..Yw sa rnYnw, <br />a. posse skis an nMWae ~ esrrne is K pleas W« r wa, r ra « av«. a hiss... <br />" 12"PitCHAIN LINK FENCE <br />Dox w <br />COUNT`.' OFSAN JOAQUIN r JUNE 1997 <br />NONE "'• e..a.. D-12 <br />6' HIGH CHAIN <br />LINK FENCE W/ <br />PLASTLC SLATS' <br />2' <br />0 <br />_0 1 <br />GATE <br />PIST <br />F«u <br />41 <br />F��r7 <br />elN <br />.ae <br />CK.ff <br />JOE <br />Pill <br />Who mesh v <br />eb'ein <br />J— <br />SECTION B -B <br />-------------------i <br />B A7 FRONT VIEW <br />-------------- '------------------------------- <br />----------- <br />C---- <br />uls, <br />off <br />Lonsl' <br />'o”around <br />JJJ W <br />,entire Pen ter ------ - <br />i <br />of <br />i Apei <br />channel slope <br />---- ' <br />6`1 A—] <br />TOP VIEW 6' <br />V-6 vi <br />Miter cut pipe--------1---..... - . - <br />to fit flush <br />hith slope <br />or <br />Match channel side slope <br />Wine mesh <br />6-D—~ <br />W = 6•-0" minimum <br />Tae of chonnel W = 2 e pipe tlw. (3• to 6') <br />Yr. Sryuf atlpnv hey r uW m 0.1 of K Enawart <br />♦. Oelion i enous «N b ussom on shy «e "jin, pAE <br />5. timmai se elq.n an oehis, Al pw eh.ma aM ..Yw sa rnYnw, <br />a. posse skis an nMWae ~ esrrne is K pleas W« r wa, r ra « av«. a hiss... <br />" 12"PitCHAIN LINK FENCE <br />Dox w <br />COUNT`.' OFSAN JOAQUIN r JUNE 1997 <br />NONE "'• e..a.. D-12 <br />6' HIGH CHAIN <br />LINK FENCE W/ <br />PLASTLC SLATS' <br />2' <br />0 <br />_0 1 <br />SECTION "A -A" <br />HORIZONTAL SCALE I' = 10' <br />_ 'LIULIVLIU �LILI��LIL1��L1 �L1LI�9�LILl�o <br />PLANNING a ENGINEERING a SURVEYING <br />■ 872 SIM WMt Plea a 0019" CYIaW 0588 <br />I7G017 <br />299-M FAX M 280.8880 <br />H.W.L. ELEV. 3,128 <br />72.00 <br />%E ORD JRAWIN(.4 <br />PB.r.„f tfz r, . K �f'.Cr.;tl vee e,. .•ee ee <br />- .l�ln .., .in ;n 8v r5f re"min rw. oBr `I yf?r. <br />COPYRIGHTO 2005 MCR ENGINEERING <br />JOB NO. <br />05-034 <br />I <br />L4 Wirc mesh � ~ <br />2 6 <br />0.5/16/2005 I6M0 <br />F��r7 <br />AS SHOWN <br />SECTION A -A 1. <br />SLS <br />CK.ff <br />JOE <br />Pill <br />Who mesh v <br />J— <br />SECTION B -B <br />-------------------i <br />B A7 FRONT VIEW <br />-------------- '------------------------------- <br />----------- <br />C---- <br />off <br />Lonsl' <br />'o”around <br />JJJ W <br />,entire Pen ter ------ - <br />i <br />of <br />i Apei <br />channel slope <br />---- ' <br />6`1 A—] <br />TOP VIEW 6' <br />V-6 vi <br />Miter cut pipe--------1---..... - . - <br />to fit flush <br />hith slope <br />Match channel side slope <br />Wine mesh <br />6-D—~ <br />W = 6•-0" minimum <br />Tae of chonnel W = 2 e pipe tlw. (3• to 6') <br />Slope <br />NOTE. !. Use class B" concrete or <br />�- <br />grouted cobbles as specified. <br />2 <br />L I 6- 2, 6.6.10 9c, wire mesh <br />SECTION C -C throughout concrete <br />EROSION CONTROL" <br />„ 9,a Po <br />PIPE DISCHARGE <br />JLD <br />a <br />COUNOF SAN JOAOUIN - JUNE 1997 <br />ix« NONE an..nehmnl.m d...a a. D-22 <br />SECTION "A -A" <br />HORIZONTAL SCALE I' = 10' <br />_ 'LIULIVLIU �LILI��LIL1��L1 �L1LI�9�LILl�o <br />PLANNING a ENGINEERING a SURVEYING <br />■ 872 SIM WMt Plea a 0019" CYIaW 0588 <br />I7G017 <br />299-M FAX M 280.8880 <br />H.W.L. ELEV. 3,128 <br />72.00 <br />%E ORD JRAWIN(.4 <br />PB.r.„f tfz r, . K �f'.Cr.;tl vee e,. .•ee ee <br />- .l�ln .., .in ;n 8v r5f re"min rw. oBr `I yf?r. <br />COPYRIGHTO 2005 MCR ENGINEERING <br />JOB NO. <br />05-034 <br />DATE <br />0.5/16/2005 I6M0 <br />gGIlll <br />AS SHOWN <br />,IIS SY <br />SLS <br />CK.ff <br />JOE <br />Pill <br />J: \2(p5\05-0.H\da9\pfp116-6esip.Ey <br />No. C54088 <br />EAR. 12-31-M <br />9/1-7/0-5 <br />SHEET <br />NUMSER <br />16 <br />oF17 <br />