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HomeMy WebLinkAboutTract Map 9833-2 Lot 19 Hydrology :. o RECEI DEG 1 6 2003 CITY OF TEMECULA ENGINEERING DEPARTMENT . CALCULATIONS FOR HYDROLOGY FOR LINDA HUM ENGINEER MANNING ENGINEERING 41892 ENTERPRISE CIR. SO. "E' TEMECULA, CA 92590-4822 (909) 29Ei-1044 faX# (909) 296-1047 \ , , JOB # . 'GE / OF ~ I, 0 2)E5C:~ /p 7/c?N ' HYlJ/?OLOC;Y ANAiY5/5 rO~ LcJ7 I'l OF TI<. Nt", 98.53-Z I "7 .J', D AI\IALY5"/5 I . -4 '~pl<A/ iJ~FA;<eA( > (AcJ<..6 ) L : Ie. I AiZJ!A AR/:-A iJH =:; : C . A' ,2, .1/4-:3.0~ IDfX" 0 = /37 / i!XJ G, Az '0 51- 48', (.. 't = 5;31 ). Go /4 .'=> A3 ,,?~ 105"4 - IC07 = 47.0 Ce.Zu /~ ALl . c." 1 ~/, 7g- O:),D2..,;;: ,1.)& 5"'-0 14 Q,C'O - .9(.z5')(1,(.,I) = ;,04 cF9 AI , . (Pitt) - .9(.tvo}{ j,wq) z I, 'i{P Cf5 At ~. :3l1lllL - 19(~,~FX2.79) -::: (,38' cr5 AJ Q/w -or: Of( 75Y . (;) 100 -e .9(.&()(2,~1) "" /. 74 Cf5 A+ o135V<v/'o110IJ. PROJECT ENGR DATE MANNING ENGINEERING, INC. '/;- 41892 ENTERPRISE CIRCLE SO., STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047. - , , . Tc' LIMITATIONS: L 100 I. Maximum . li - " length = 1000 1000 90 . 2. Maximum area = 10 Acres 5 - 900 80 < ~ ~ .. > 6 - 70 0 .. 800 ~ u u X < 60 00 ~ 700 .: 7 - - c: c: .. CD E' 50 E 600 a. . a. .S! 0 CD CD > > .. 9 CD , , .". 0 0 500 '0 >. U 35 10 'E - CD it CD a. CD .. .... (/) II 400 ~ 30 CD o. 0> .: .... 12 c: in a 350 .. .. CD 25 ~ - ~ a ::! 0 c: 14 .... ~ / .. 300 15 CD - - = ::! 16 .: .... 17 E 0 18 c: - ..J 19 - .c 20 ~ - ~ 00 c: c: .!:! CD ...J - a ~ - c: 25 .. u c: 0 KEY u 150 I .. L-H-Tc-!<-Tc .... E 0 i= .30 CD EXAMPLE: E i= (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. RCFca WCD HYDROLOGY f.JJANUAL TIME OF CONCENTRATION FOR INITIAL SUBAREA:? PLATE 0-3 , .. 10: .::J 10 .:I: 10: IW 10.. I(/) IW :I: (J ,2 I >- +.... 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CD II .... --'-.c 400 '" 30 .. c: 0, Undeveloped 0 12 0> .... Good Cover .: a .. .. 350 CD 25 c: 1.0 - ... ~ ::! .8 ' 0 a c: - .6 14 .... :2 E J: .5 .. 300 .4 / 15 CD - 0 c: .3 - c: .: 0 .2 ::! - 16 .: .... - Single Fainily " E 0 -~ 50li 17 250 (1/4 Acre) .. 18 c: :J ~ ~ 19 - c: CommerCia ~ .c .S! 20 - - 7 '" l:1 c: c: 200 .!:! .. - c: ...J CD - U oz.) a ~ c: - 0 c: 0 25 .. 0 .... c: 0 KEY 0 u 150 <l> 9 L-H-Tc-K-Tc' .... E 0 j:: .30 .. 8 E EXAMPLE: j:: 7 (I) L =550', H =5.0~ K = Single Family (1/4 Ac.) 35 Development, Tc = 12.6 min. 6 (2) L = 550', H =5.0', K = Commercial 100 40 Development, Tc= 9.7 inin, 5 4 Reference: Bibliagraphy item Na. 35. RCFC:8 WCD HYDROLOGY rilANuAL TIME OF CONCENTRATION ...- FOR INITIAL. SUBAREA ':> PLATE 0-3 . \ \\ \ .' .... \ \ \ '. ,\ \. \;' \ \ \ \ \ \ \'. --.\\\\\ \\\.:: '\ \\:.,L \\ \., ' \ \ ',\ \ \ \ \ \ \\\\ '\\\ '.\. . \ "'\'\'\\\\\\. " \ \ \\' \ " \\\ ~?5\" :\. \ . \' '" ~/ . ~ \ \ ~ ~ ~ >\\\ ~ ,.~ ' \, \' \\ \\, . ..".~ ,".','" . '. 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