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HomeMy WebLinkAboutTract Map 3646 Lot 2 Hydrology ~.,:_.1 4 o >t..~ 0 :z:~U'7 >t. . \0 iJ;l ,_,.-< ~ "......:ll'l . "" ... "' d, .z z.... 0 ....iJ;lU~ ~ l'l,iJ;l "'. -< ~.~ :; .,. .... ,iJ;l -= : "" .".:... Co . . iK 3?~ at;2 ~ HYDROLOGY FOR HOLLOWELL LOT 2 OF TRACT NO 3646 TEMECULA, CALIFORNIA BASED ON RIVERSIDE COUNTY FLOOD CONTROL HYDROLOGY MANUAL RATIONAL METHOD ENGINEERMANNING ENGINEERING 41892 ENTERPRISE CIR. SO. "E' TEMECULA, CA 92590 (909) 676-1844 fax# (909) 694-6026 5/15/02 RECEIVED MAY 1 5 2002 . CITY OF TEMECULA ENGINEERING DEPARTMENT \ JOB # i. .E I OF C DEseR.IPTloAl HyZ)j(6(06,/ A/JAL"Y5/5 ;:"'ey( GXNJ///G. /lAP' L61 2. TfAC( #0. 3c,-1G. APJl 922 - /'10 -0/3 1)E5/C:.U ('~/TO<.IA R I VaS/DE C'CU)JTY ,F!"afl.J C'~V?:eOL /-tYiJ/bleGY.H'.-'W'vAL Q) = eI A C ~ .9 C (C/J./3E/<.VA 7 It/E) L = 2S-0 FT ~H:== /029'- /o/I_5'=: /7, s-' , /'. I/oo == 4.&/ (bN5Bt/ATlU) Q/C/::) ~1CX)FT.z/ 43 S-co = . /3 AG / 3C:,CO,q-L/13 Fa::::> = .08 AG I 30 Fc;OFry -13/ 5-~ = . 8'4 AG SS-COFT/1~FC:O = . /3 AG cY/vo (At) -z ,9 (4.(..1[(;1 13) ::;:- . F1 CF5 0,00 (AZ)-Z: .7 ( 4''-1[, ~~) = ,33 ef5 QItJO (A3fA1r: ,/1(4.(../X ,92.) - 3.g cf5 41/t>> (...41):& , 9( 4. (. IX.. 13) = ,5'1 Cr5 AI - A2 == AJ - A1 = PROJECT ENGR DATE MANNING ENGINEERING, INC. v 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 \If'''' -"" (') z -< 1"'0 C 1~,(,. (') -< (~ ---- -- -- ~ 6)- ~ ~ \ ~ ottl " "(\-- ~-<~ " I~t ~"' ~ GI~ ~ . I /q;,~ '. .... .. , /--~- / I / ~ / "'\'2 ~~ / ~~f /~~ / c: ,,/ ( '" '- --- -- ..- II / I ( \ I" . ----- .. N !" p P l:t III ... :e pi I'II-lf:' t l llll ~t I'll )HI,l' 1 Hfl;jJI~; , IfFr li ~ It II, III t r .fl) I ['I;{ f I ~JI'1. I It,.t .11'1ll 8'~I" I" ~ "I'., .,'Jr.. ~r..~ .rJ 'l,ltl.J 1.1 , ,,' '.1. ,." r, 'h.( , -, ,. " .".- '~',' -." . . . 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"- 800 - u 500 u '" <> 400 ct .. .. " 6 300 ~ 60 co 0 700 .E 3 ZOO c: ... ~ - - 0 .. c: c: N Q. - .. ., .5 :S E e 50 "- 600 0 8 Q. Q. - ..2 0 0 Qj ,., :> :> ., ., 9 0 " 0 500 (I) "0 ?- '0 35 10 e - ., 0 ., Q. l.L. ., .. /I - 400 ... 30 ., c: 0 12 "5 - ,:: <> 350 OJ ... ... 0 <> 14 ... ~ - .. 300 7 15 .. - 0 '5 :: 16 ,5 - /' 17 e 0 \ 18 c: :J ~ 19 - .c: Commercial 0., 20 ~ - 7 u co c: c: c: 200 ., ..2 .. ... ..J ., - \.'2.) - c - ... (5 - / c: 25 ., u c: 0 KEY u 150 9 - , - .. L-H-Tc-K-Tc E 0 .i= 30 .. 8 E EXAMPLE: i= 7 (I) L =550', H =5.0; K = Single Family (1/4 Ac.) 35 Development I Tc = 12.6 min, 6 (2) L =550', H =5,0', K = Commercial 100 40 Development, Tc:: 9,7 min. 5 4 Reference: Bibliography item No. 35. -5' t) RCFC a WCD TIME OF CONCENTRATION HYDROLOGY t-JJANUAL SUBAREA FOR INITIAL PLATE 0-3 '" 11I..0__. ao....o...ao _.11I1'.1'" N""..O'.... ...1'.1....0 "'00"''''''' ...0..... ~ 0" ....."'0. .0"'.....'" 1\1_000" .,,<<1......0 ~11'1..... l'"Il'IIN__ OOOGlQII U OW ........ .. .. .. .. .. .. ........ .. .. .. .. .. .. ........ .. ........ .. .. .. .. .. .. " -~ ,",,"",.,...N NNNI'IIN NNIl'IIN_ ----- ----- ----- --- 0 W ~ " .. W .. .. -. W '" ..._..aoo lDO>NIAQII ....0.._,," ....N.~ 0.0"'00. "0.._<11 III "'OahO . ~ '" 0.. ""'''NOQII ............ "'........Ift l"tN....__ _00011' OIao....... ..........0..0 .. .. _W ........ .. .. .. .. .. .. .. .. .. .. .. ........ .. . . . . . ........ .. . . . . . . > ~ NNNN_ ----- ----- ----- ---- " W - " .. 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