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HomeMy WebLinkAboutTract Map 3883 Lot 98 Hydrology i . . \\"2.~ LoT 92l LA~ESHORE Engineering Consulting Civil Engineers '9113Io~ ,GLt l?~l' ~. \T1l kE... 12..oDE:e....1-C.t<:,.... <iSu~SC.T "'..,. f\-V{ \)12.OL~'-1 ~CS>. LDT. q g -r e-: 3Sg3. -40410 eA I2.JIvlELXTA Cl ~GUZ- C; t= ".:n'u:=l^A ~ :. ;ftn1'~.D fOL Qto Pc. ~ . F-lA'J P . T~ WC)(1.l;z. <2tdl<;. . k G.?10CO. CALc. .q>ee..F~~ 4 CAt..cs. W~ ~Dl/lGTEt:J U~l tJc; 'TbfE- lGA-CLDN~ V\AETito~ Cec'FC ct We,~ W11b~. f/IvtA NUPrL) 4 T~ ~1'C ~ crQ\.O= O-I\l L~ ~l....U:t'-"\.l~ ~~ q.~~ Pkb~ ,. .." j. . "~.. . ., \ :\ ~ 31520-8 Railroad Canyon Road . Canyon Lake, CA 92587 . (909) 244-2913 . FAX: (909) 244-2987 . \. , -" "IW.. bb.( Bw S",F --- --- , ----- I"" (77ri- '_ IlP.t, ,at. _ (lll-) , ----- ~\ ~ G1... \1110UIJT I':. '2.4>1,,' To: ..' -~. m:-- t>UVliWJO,.,/ m1LOl\l.l.l. ;z.'S: t aUBIOYARDS bL':>!. GUBIC YARDS _$ CUBIC YARf>S ~ CUBIC YARDS 1<:CE ~ lOR'S MONUMENTS ALONG THEC:-t. ISTREET , 1170.00 AT TOP OF CURB. ~ES~ERLY PR9pERTY LINE. . t ;..., I l?.C1.. f llLI( QUANTITIES: , , I ....~"'1. \ ~11.~:-t tJ6q. I' "I'+"!.lJ -+' L" 1'2.5.00' ~{V) I - - i',j 1\ <.," ...... 1'\ /"-l. \.' , IV '"'.,y' .,,'\~ . -Vl ,T' ~'>' _ ~ ~ .A'V' . 'V<V '7' ~1). - CARM EEiTA~rB_~LE -'1 " -- -.. -~ -G PtAffi. 2.. Bt:l-[,<;. H-It::bl ~ IlF oo.l,lE.WAY. t 'V ~ w w. PLANS PREPAl< FEN F. YONG 31520-B RAIL CANYON LAKE;, (909) 244-25 ~""'L",'-_,~"-,,,<y "-",-.-..,~,~_.,, .. \n' - .. .. .s;;: CJ) ~ ('1' I (] I I -.;' , ~~s _e<> \J! I . I , . I I I I --); .: : 1'1 I I .I: ~I I lJ) I I I . ,.. ,.. ..,"-~",,&> - " It 'd z" . ,~ 0 J ~ <:1 "'-"~"lt- .:...J:~ -<:(IQ: f. 0 :)10 ::l 2:ILL l\.) ~i~j .~ D -1 ,;:' .:...J:::> 0 ~ DIU -- II: CI:. -1.;j-' "- ~,<( 0 I'U q- . '0 COIO ci: (!)i~ iQ 3tIW CP 'CCS:::i:.c^ .-1 ~ (!):~ r- .....:0 '1" '--- . '.. -~.... , a:::Q: ~ ... (.) '1&1 '") o a:: a.. - VI , ~. ~ ~ - . 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NNNNN ClC"lCD....O 11'I11'I..... ..... . ----... ltl"O....ClOO ...---... ltl....U"I....O --:~~.~.~.: NN___: r'l.....N...,., ....">O.oltlltl .... . -........-- ;s::t.(~~_.o:: ::::; ') ..... " ...... ---....- ---- "'ON.oO ....",NN .... .. -......-- , U"I_....I"') 0 "'_000 .... . --...-- ...00.'0..0 C"I...~\I'I""!-. C1'ClCl'llCl'"1'--'-.,;....,..'O'O'O '.'.' ..-.,.... .I,',; ..'"I ON...'OCO ON......om oltlOIl'lO.ltloU"lOIl'l NNNNN" I"')C"II"')MC"I .....lnln'O .0....... CO CD I o '" . w ~ o -' '" o '" '" . " w ~ o -' '" o c ~ w ~ o -' '" c ~ '" w ~ o -' "' o ... ~ " w .. o -' '" 5' STANDARD INTENSITY.,.. DURATION ,old. ". , CURVES DATA Af, PLATE 0-4.1 (4 of 6) o' 1.0 .8--- ,6 .4 .2 .9 .7 .5 .3 .1 .... LAND USE 0 . T G I P "'3' ."5 .6 4 EV L N T P R CF caw C D j-jVDROLOGV ~AANUAL RUNOFF COEFFICIENT CURVES SOIL GROUP-C COVER TYPE URBAN LANDSCAPING~ .-.. .. .. AMc-n- (RUNOFF INDEX NUMBER 69)'" 00 - RAINFALL INTENSITY IN. .INCHES PER HOUR 2 3' 5 6 4 1.0 .9 .8 .7 l.L. l.L. o z ::::> 0:: ,6 l.L. o I- ~ .5 U l.L. l.L. W o U .4 .3 ,2 .\ o 0; Te' L 100" ,1\. . ~ ....". . - 1000 90 900 80 800 70 700 60 . - c; CIl 600 ..~. [ .2 ,., . .,.,. a> .> ---~ 50a... ", t CIl ... 400 c; 0 350 CIl ~ .....-.-0 .2 300 - c; .... ~ "0- "u .....;:-'"'250 ..- t: ..J ~ .r=. - 0> c; CIl .:J, 200 .,::)00 c.. "..-' 'RCFC: / }-JYDROLOG L1MI1)~TIONS: . -.' '" I. Moximum length = 1000' 2. Maximum area = 10 Acres 50 ~ ~ ~ CIl J:L > 6 0 u 500 " 0 400 '" CIl - :I e 300 0> .2 .5 > ,] 200 7 c-' ~ o -X - N ..5 :S ~ 8 0 ... ,,~ 9 10 OJ II '6 '(3 CIl Q, II> o 35 ~ '0 ... 30 '" CIl - __.;J c; 'E' 25 .= KEY L+H-TC-K-Tc' 7 EXAMPLE: , . (I) L =550', H =5.0~K =.Single Family (1/4 Ac,) . 35 Development; TC'= 12.6 min. (2) L =550~. H =5,0', K = Commercial U"QYeJopmenf-j'Tc = 9.7 inin,': ... . 40 . ~,tt> "WCD };]ANUAL. : "'~=:,Reference: Bibtiejlra~. ilemNo. 35. . TIME OF CONCENTRATION FOR' INITIAL SUBAREA PI t.T~ n_";f, 14 15 16 17 18 /9 20 25 30 CIl ~ u . <t ., t - c; <l> E a. o <l> >. <l> b. >. E o to. <l> '" c: (f) ~ o ~ OJ> <l> - =' .S E c: ~ ~ c; .'2 - o ~ - c; '" u c: o u ... o <l> E i= 1 ..