Loading...
HomeMy WebLinkAboutSierra Lakes - PM 16718 s S 1 P.M. 1 6718 . Sierra Lakes West i o I. (Home Depot) CITY OF FONTANA 1 DRAINAGE STIJDY 1 November 29, 2005 1 Reference 126- 1857 1 PREPARED BY: ' Madole & Associates, Inc. `` ''. • ;,� 1 760 -A S. Rochester Avenue a o C66 Ontario, CA 91761 .� w - �I ' , 1 909- 937 -9151 Fax-937-9152 III 1 .11 S4 - 6 5 Robert R. Ni ., i : Date R.C.E. 66388 Ex 6/30/06 1 1 9 1 - CONTENTS SECTION TITLE 1 ❑ A DISCUSSION o Correspondance from S.B. Co. regarding use of AMCH & AMCHI ❑ Vicinity Map o Index Map o Q Q100 HYDROLOGY o 11"x17" reduction of PM 16718 Hydrology Map o Rational Method calculations ❑ D CATCH BASIN SIZING o 11"x17" Catch Basin and Storm Drain System Schematic Plan ❑ AES calculations and nomographs o H STORM DRAIN HYDRAULICS o Calculations for Caltrans 90" RCP o 11"x17" reductions of referenced storm drain plans o Normal Depth Calculation Sheets for RCP and PVC o R REFERENCES & MAPS o Soils Map (from San Bernardino County Hydrology Manual) ❑ Isohyetal Map (from San Bernardino County Hydrology Manual) o Drainage System Outlet Reference Drawings & Hydraulics o Reduced Set Storm Drain Plans (l1x17) ❑ PM 16718 Sierra Lakes West Hydrology Map (pocket 1) o Sierra Lakes Park Hydrology Map (pocket 2) o Sierra Lakes Commercia Hydrology Map (pocket 3) DISCUSSION 1 The purpose of this drainage study is to determine the drainage facility requirements for Parcel Map 16718 in Sierra Lakes. Specifically, the subject tract is located south of Sierra Lakes Parkway, west of Citrus Avenue, north of State Route 210, and east of Catawba Avenue, in the City of Fontana, County of San Bernardino, California. Currently, the majority of existing, unimproved runoff flows go to the existing Caltrans drainage and storm drain easement where surface flows are picked up by existing stand pipe type inlets. 1 The subject site will consist of a Home Depot store, 5 retail and fast food buildings, and a service station, with an approximate area of 15 acres. Proposed drainage is overland and by street flow in a southerly direction to curb inlets or grated inlets in sump conditions. All inlets are in localized depressions and will overflow to the next downstream inlet until they arrive at the last inlets before the Caltrans storm drain easement. From there they would surface flow to the easement and existing stand pipe type inlets or out along the rear of the Home Depot and outlet to Catawba Avenue. There is no offsite tributary area. The 100 -year storm event was modeled in the rational method hydrology calculations in this study. Most of the project will drain to existing Line C, a 90" RCP located along the southerly site boundary, between the site and the westbound on -ramp for State Route 210. Currently, this facility is owned and operated by Caltrans, however the process to turn the system over to the City of Fontana is underway. A small area of the westerly portion of the site will drain to the existing system in Catawba Avenue (a City of Fontana facility) and then to the existing Line C. Line C has been designed to accommodate all the developed flows from this site, all the commercial development as far east as Sierra Avenue, and the overflow from Sierra Lakes Golf Course. Flows generated from the development of this site will have no adverse effects since Line C has already been sized with these flows accounted for. See "Storm Drain Hydraulics" section for details and explanation and Drainage Maps in back pockets 2 and 3. 1 The rational method hydrologic model, as defined by Flood Control for San Bernardino County, was followed in the determination of storm runoff. AES software was utilized for hydrology calculations and curb inlet sizing. Nomographs from the Urban Drainage Design Manual (Hydraulic Engineering Circular No. 22) by the Federal Highway Administration were used for grate inlet sizing using half of the actual perimeter as a safety factor. Normal 1 depth flow was assumed in calculation of pipe sizes. 1 1 1 k � PARTMENT — COUNTY SURVEYOR VV Vpuauc ... • v. wonli:s Y. oaouP NMtWtttlV Eat Third Shot • San Bernardino, CA 92415-0835 • 18091 387-2800 ••"`•-: KEN A. MILLER • Fax No. (908) 387 -2667 Director i_ • December 18, 1996 1 0 ■ Mr. Robert W. Weddle, City Engineer City of Fontana I P.O.Box518 • Fontana, CA 92334 • 1 RE: AMC II FOR HYDROLOGY MANUAL STUDIES 1 Dear Mr. Weddle: Enclosed, please find the February 23, 1990 letter from District's consultant preparing the 1 Hydrology Manual to the Chief of Flood Control Planning Division regarding the above mentioned subject. • Our consultant recommends, and we agree, using AMC II for all frequencies in storm drain design. The City of Fontana Master Plan of Drainage study prepared by Hall and Foreman was based on AMC IL We do, however, recommend using AMC III for 100 year t_ s.,. studies involving channel routing and detention basins. This provides additional safety for facilities that detain considerable flows. Should you have any further questions or need additional information, please feel free to call Harry Peters or me at (909) 387 -2515 . Very truly y , • MIC L J. FOX, Chief • Water Resources Division 1 MJF/HP /lg Attachments: as noted above • 1 ' c:/ word /date lettershnike/AMCJLdoc • I cc: Ken Guidry Ray Allard, Allard Engineering 1 1 1 1 . • II I \\• /V -1• l .: i 1 i • : 1. _ • l O N S U L I N G C 1 V i t. E N G I N E.E R S .. N 13 L N 0 S U R V � _ I. S !' C Y O R S . . X 962 -1987 Twenty-Five egos ofEnvinccriug Exc ilcii c February 23, 1990 . • '9. . Mr. Robert W. Corchero II e; Chief, Flood Control Planning Division ' •.. ~ . * ...- ``' i. Mr. Ken Guidry j• ' .*%-. : Chief, Water Resources Division • i • ' • • County of San Bernardino •, . I 825 East Third Street • :, • A' • ' • San Bernardino, CA 92415 - 0835 ,, • 1 . Dear Bob S: Ken: SUBJECT: AM ; II.FOR : HYDROLOGY MANITA.L •RATIONAL MEtHAD >SMU;DIES ' : Based on our recent discussions concerning the Rational Method, the • purpose of this communication is to summarize pertinent points. • 1. The 1986 Orange and San Bernardino County ilydrology Manuals were calibrated, for T greater than or equal to 10- years, at AMC II. 2. SACS recognizes AMC II. 3. AMC III is a policy decision originally adopted, on or about Summer 1936, I - by Orange County, for unit- hydrograph (UH) based studies that include channel routing components. . 4. The variation in peak flowrates between AMC II and III, for UIi studies, is small,' whereas volume variations increase with increase in storm duration. • Using AMC III provides an increasing safety in detention basin design. E • 5. The recent interior - duration Calibration studies (1989) for Orange County verify the original 1926 Calibration results of using AMC II. G. All rainfall- runoff data suggest using AMC 1I. • 1 . 7. The Rational Method was calibrated (i.e., the 0.90 coefficient) using • , AMC II loss rates, for areas of one square mile. 1 1 • . • .. • Corporate Office • 17782 Sky Park Blvd. • Irvine California 927 • 714/261.2222 • FAX# 474.9120 Inland Empire Office • 1101 S. Milliken Ave.. Ste. G • Ontario. California 01:81 • 714/988.7880 • FAX: 008.5299 San Diego County Office • , Cartsoaa. California 02008 • 610/438• -:332 ki • - - Messrs. Bob Corchero and Lien Guidry - . • San Bernardino•County Flood Control District - - • AMC II for Hydrology Manual Rational Method Studies February 23, 1990 1 . Page 2 - - • It is noted from point 4, that use of ,AZTIC III in 100 -year Ulf-based studies that involve chann j..rQuting and detention basins, may be considered in light of the uncertainty in channel rout ti �'� and offsetting of "peaks. AMC III "fattens -up" the hydrographs so that timing errors are reduced. Also, AMC III puts additional safety towards detention basins that detain considerable flows- - that is, basins that have only mild attenuation affects will have little affect between AMC II and III,. whereas basins that attempt to considerably attenuate the peak will be greatly Affected by AMC M. In any event Rational Method studies do not involve storage basins, and AMC III testing is not a factor. . le ii if you have any further questions or needs, please feel free to call me. Also, as a gentle reminder, I have assembled all the calibration stuff at Williamson and Schmid, and the data are available for review by you and /or George Sabol. . East regards, • Theodore V. Hromadka II Ph.D., Ph.D., P.H., P.CE I • . pm • • 1 I .. . 1 • . .. • 1 • • • 1 a • 1 1 .- _ • _____-__ 1 _._... _ ._.. . _ _ __ • ••••—•—• .. . _ _ _ . .._. : . / ,/,/ a im a SEET[UkA G AVE ' 1 V LAffCES 5 • „:. :7 e i Z I \ j I I wi ■ t 1 I it _. L UMW :111110110■11011101 is JIIIIII IIIIIIIII 111 E 1-{1: I ' I VICINIT MAP NTS • : IN MADOLE & ASSOCIATES, INC. CONSULTING CML ENGINEERS PLANNERS PLAERS AND LAND SURVEYORS 10601 CHURCH STREET. SUITE 107 RANCHO CUCAMONGA. CA 91730 (909) 948 -1311 . .. ) r- . n-...mnrm.nn.m =non .rn,nononnvn n..m •. .n. .n. .n n s .- .0 ..on 1 1 ... c . 4 ' we pa / mows dopy abowala .2g 9 i - 9Z1 Arr 4 (.3 as = 1 :37VOS Wi" — 0 m 1 i 1 I i I ---\ • s . i ... . I ••• ed i . .4 rs i ; (r) E 1 L W CI. .3 3 dd " , o ... al ..,...'c - . : L .... „ ,, .... ,„ ,,.. ., t„, ... 2' 0 0 ::. ,i :, i i, - R ....1 I op (f) 0 i en . . i '; 0 1 III i 11 : i f - . i cs 1 -- 6. > c l IA: (11 vs V) o x S' cit ‘‘` 1 I 1 ;1 I 1 111/:„/ ct) c'l Li IN r m LL J <4 . g a 5 • •••••• • • z7., (1 c k GI z 3 ::;.;-:,' ir • * niiii 1 - 1 1 ,(*'' . ...,.. • - • - ' --7- .11.::•-. .,, ."' ' -- ---,.,. ,..., • f•••:,- i - ---' • Fa "......,. ,,.....,:„::::: ' , t ,:, 8 °- § ) • : ', : ' , ;47 ..in ,';'. ,...,,,*. .... • . , --% ...,.. ,..‹ 0 •;-:;-_- - --t-t i ',•,. , - - -. .:77,7 Li 1 - !, , A .,.... ,- ._72 -- .7 - 1 ,-------- • . . - ' '' '' '''' ''''.---'''' ' \ i if 1 : '- ' ''• ' - ' \-• •••--- t - ! - ' - ••••'.---7••---- (, t '-u6.- -4-- ..R.' m •- t .'.- 1 . • . \ ,.. _ ,. 1 • .,' . .„._. ..4. -.• , tt,— .• - - L . - -, :„:,.,.. ,,....... ... .:.1 ',,,,,,, . .........-....(,,....,...c ,... - . ;... ,a .1k...: : (,..) .„.... - . . A 1 ' -t- IL. ..:1-.. LF ---. -•--- • '''''' In 44k.1 i% 2 Fal ° i 1 \ L. 1r 1 IN i ; " ' ,--'"--:. ...11 - ...- ---.'.., " - i- - 4•11 ;:. 1-0 lee r", 24; - 4Wliiiir ... , . . , : t.i.. , .......4 - t;-t-t•''''-,...L. ,,.,.„ L••• ' iii. „, .. I an li - , .. , ,„ / I ' . : '''''. • ,.' ::: ' LL.."• ' ,, '' I ., L k •''...! r'LL i• 'L , .L' A3L''IL Q1 AtIi , L ‘L \ 1111111W1611"11taNfliffirill . L. 'L.: N ...„_,.. i ■■■■■ .‘..'..: , ---. ..............TT : ' y ,,,,,,„ • • • ! n' ' ‘ C•4, ...... . ,.. f • L A:, , : : f ! --‚ t , . . r : .,..•,-, ,t, :-1 --: . - t•-t-t---..-- I •-•_.,, \ ,:-••-„ ,..., _________J ••• , •• t.- •,......., :- . -•,..---.:.; -.:-.‘•-. ',,,,:‘,-„:•,,,,,'• -: - - p.: , ,• , :„-,. - -, , - , :.2-,,--,Iii 1. - 1 1 1 ti• ( 4s:fr .4`01\ '--.- ' 1 9 ,43 T . r •• ...,•-,„ \ [ A P(' i 1.- .Y....'-c- , .7, --:','-':-• L7'..'7 .`;>... 4, 1 'r ' i - 1 1.: '. . ,<?'' 1 ' ' -. t ....... N "1 i i , -t4 I ! it-• ; *$•.; ' •!;,. I ,,,,... t V -,-k , ,,,, .,,..- 09167 ,t .••••.t.t - - •• . . ..... ..., ,.., o 0 2 ;.:- - . ',/,, • . ... : rf .,: . , 'ff.!, Il • . . i T__47.1C \ ±-- ,.. \ V „i------,- --i :-.-"t....: -- , , -_ .,,i ::. I [-. c ., ;: , H il I\ 1 •"'/I . ' '...... ....x ”: „.tt t • , ,-------t- i B:7;„, .-..",;, • I 11-7;.:!,L ,,,,A I , ; I I ., : ---- ri ,PPA I. .." r 1 1 ,-7, t : 1! 1 ! IP-- • • 0, -------!--- ■ . i t \ . ; i ,t, • , .. , t. 'a -K il 1 4 1- E 4• ' !! d 1 i ' I • 1Ur ,, ,,,..; '> t•tt-t. 1"--- , C O i i i 1 1:: N 12, -'.„,. ',:',:•;":::q „.: :, : _ - 1 -1 ...,. I• 1 ....• k 1— 4 : ' '' ' .I......4 ''' L \ '.',\ *,,', 1 L.): : 1 . - , " ' I: ' • ' LL I 1 :I ' '. I 1 1 IIiI':',..IIIII 1 : II ! i ' I . 1 • • ' L ' ' t \ \\ T / .,:. • . , ._ • -••••••••• ,•- -,, I tz 0 ••• ,•'.3.• .,-- c.2 • -. .1:1. :,...:::,„:„. .. . . :•:::• , • ... . , , , .' •••••.-'s-:----.::-J,•,,,„::,,,,,,,.., A..: ' !I / i/... - b ' / ---4 '.,--• if 5 0 : ii'l a , ,, , „A I 1 : , e- • ' gi ;„:.. Y „,;;; ; ./ if ,:' ---- , . _.............. • -.?_c:, ii: 1\211‘1 , I ': A ' I - g z5 / ; i / - --41„ / <;'I 1: .. - : . . . . 1 I .1 - '',, 1 . ,,1 - '', \ 1 il , ilk ' ,4 — - - - - --- \ : ------ - i ----; 1 3 q ir , , ..........., ,,, .. ,_, .. ( J . ) co \ 4 g ,/ / - I JS 008CZ (7 -L 111\ ir- i : i fa I ' fitH I ill 1, kt .) ( nd111 i 1 g 1 i :4, 41 , 1 -1 / , t 0 ,:: ,,-;;) i (-- 0 r-, : :-, :',! :-,.• 1'1, •::: M : ; , ',, ,- , 1 41 ' i ' '. .1 P ', 1 t --,ti,i1 :' drir 1: 1 ''' I i 1 ' Ir! II _ _ ___. -■ '''li /,.. : ill i i i f 11 • .11 tr — I 11717 :7 ti' 4_,t1.:.-- /:.„ 14 ----! ul 0' ' • 1 • tO !•0:':',Y,:tt"'::: ... ... 01=7 i'!': . i .. .: Ili , - : ,•4 . " .., ' - -. --. :, ' - -,----0--; _Li:. : . : ,, \ ::.:', .Mi.:,,,.:,„ , -. :, 1 ,, 1 / ii 1 ,, ,..... ,..- - 43, . • .'‘:... ii ,c,:0 / 4 ;•••• ' ' ' ' '1' A 1 (--- 4 4 1 C:':' , ' , , , ,' , ', 1, -:' , A ',- ' "', ":. i 1 I ; ;1; - ..0 : -'4. ,;';,;;,--''' ;-'''-'-';'"'" ; , - i • rs ; ; .____ft" c , , 1; L. ;;;,-,;,;;-;•: 1 .-, . . ,'. tpi 1 i .1 !III ,-- - ----------'• ( 7 i -•,- ---: )2.2 _____I•J:•• ••••• •••: •• m•••:•.•• • I a-- ' _ : ::: r.i : ::- -,. .. ' „ .. .N :::.:.'.':'.':', ..'',::,' L , A ' T•i': i :---, V f ) I , ' ••......t,a. y , --- .,„: - ••:: , - 4,4 ;.t.:• r.. 't - ‘••;' , •••••ltt::••••••;ttf'ttt :,:•:::::,,". ', L '. ' ' ::' : ' . ' 'P "' ' ' ' 1 .,,, • i ,. „ ,.....„ , ,--of ,„...- --....- „ „ -- - ,-___, ,, • 0 1.. ,;-'.T . :,:.*:• .4.,,* LI - 4 ;:111 >_I 1'; 1 i : it 1 i - , = -• ;-/;. ----`, '.; ,----;-.,------- = • L ='; L O' - ';:i' 11 :::' ':'''::''a- ',.,.." .. I d; 1 ... : „ , . --- - 7 ‘ 1 ------- .... ------------ ---- 1 \ Pc-- ..t;f- . '-' . -: "0 - - , ..- 1 P,": ' '-i- * 1 :-„i i , i 4 , - . * lifir: - , .1 ?'m1./ .. 1.,, A A rThg ' 'LiJ . I N Z 1 -a il../ , . ,..,_ fil ,: , , iii, i i ....i_. .4 . 1 ,. ,,,,, ,,. r , . tir.4.4 ,* .- .,.) ...., —I, ..,,,..-,---,... .. ,,!, '. :14 ic ,,, it, _7_-.7 i 7 -'''-"-' ' --' - ' : : a-,...... '.• ' t , • •••••• --; , . 1, : ' , .):' ,- ;A• - •::::4 , , , •,• - •', - - - ::::•:.• 4•:' :.• 1- % ic .. -cr < >E 'i' 710 ■ , . ) k'i..: r .- ' , . :, ', \ I V . . :::: . ':•N;;.- ,.. .: . ..i'" 7 :' IA 4' 7 4 o liTc4;; . ,,,1„ , ..4S oorr 1 1 cs :-,••, i---: -- '41-. :I. 7,7 . - ..• - ,„ „ - i yrtt't„ \z, 111" f,t, •'i i.:'.. i "-" naLli = t :- .- --- . 1..... -.. " • t?- • - • ---14 . _ ' : 1 ;;,- --;::.-;..::: : •, A ,,,;; ; ; .., ; • = ; ;; ! , ,;"#:, ,.', 4.3( . 1=-,,, iit. • , „: ";;; / ,,,,L;;: , ---,____ ..,...... ,-.. --, ..,,'; - 4- ; 0 : 0 • -; : . t '''' : 'L' "" ?t; L 'I 4 4 • 1 Ii ' ''''' . 1•1 if : I - s'.;--. I,' :, '. ''•:\ \ i g' : 11X ."I•s:'LIIIII"444 ,L .• 1 :‘k.1.. • /Ili ; : . .;,:„ " • • i , 7.11. -..-- , 1 ., L A ... \IV .1 1,4?. \ .---‘ V:• k i. `c i 4 1 ... ..._ i, , . ,./ I:, : : - i .j , ..,i, : ,..> .. \ ' ,' I ''''.T Li /I ,' 5' i * :'..- ------,------. - '....„,........ .-± 0 - - - I * it 'IT: 7 L '',• : ' -: -.....-,: : •-',.... : ,.: . ,::' . ' : -:g . ., : -a::: I t :: . : :: ! .. .i : ' '- .. t., 1 - . `k 44 '-... \ .. L].- ,,--..,,...•,.._-,: 6z, 9-. ::"•..:.:1T-1..,-.-. -: A ca ii ,, ,,,...;,_z_..-_-•= . ----.- .,...,,,,,,::: •---. ..,, 1 • ± • : . .,.• • • .......7 t— 1, 4 # -Yik - ' , :--ii--- - -4 ---::::,-- --. :. II I 4: ,--.:--- L '• .- .-c+1 4 •-: . 't . -- ...1•-•:,144... 1 .T- .... * ... . a l ‘ -... ' " I :-.- . .1 ''. ' ' 1 - -, ----g- ..---/1 ,c C-----------7--- ' . I i ' '-' !, - - - -17.7 , "( I . ' t L. ‘ :-- - - . l' ` .4- 0 0 , c L ''. . ,--- i• .4o \ -- • ',. , 4 1- '''', ::, \ . cf ' '^ ' ' 'L ' lii '''.• " .1 -,, i I :..--: [ 1 ,'/ .:-, .' . r I 7. , - • .,>• - f'. ,1 P ,,,...:','.'...,•'- ..'-;..--;,::',.---:`,.•,', ,. •-• ::. :- " ' ' : . ''.. "( " 1 ---' - - ; L--. - . ..: . 43 4; 1 ---.. -----,- i-- / r ---- , ..-.% 1 '':%• '-•_,-, -)...,',...,:.- R , : 23 -.: st ta, .. tt, i _ 4 \ "--,.,-,.-,,:-.... -----1 k ...: • , AA V/..•-..L.L,:-..• . i .. .,,,,, : ./ ft: , , ' ,,,------ 1 • .......... . --/ i i 1?, 1 ; : r - e • ,E2 ::: . ,a 1.,;.. A, '1 l • .- :,•„. ::,,,, •:, 1 . q :: 111 - 7 ----- : - """ - , ---------%"tn.-- r 1 \ . • I ‘•-, ,Vri \''j -, .':'', , '.•. 1 .. Y .L's,' , ..',':.',... ':: ' \ -. t i .. j,/ • /,-.„: - - - - ...-s , ..., ,,,,:„. ; ..... .. L „„>. ' .. .-,,-- ki• ' ..,, ‘ ti ,,.,, Q1 , .•:', ,, , , :iL. , .. , .:::- -, :::s : , : . , . , .•:: - . (1. ". 1 :: 1//, ; : ' ( r 1111: . " - ; 1 11--, 16 „i'll.tit I I .. - „t i lj --- "t' --------- "t t . eq - "1 • ••••4.7 i 4, - ; v : '',A ., ...,t ,.•:,t•t ' ' "-• 4/ il. :: '. 1 ./ fl---• - A- 4 I ,,• .-", ''sx %.,. . .....1 -, ': :-.. • , ..... . .z 'A ' t it" /Ay/ • 7/ ; ;•tf,./, ."' -- t'" ifi ------ ' "- t :21 ./ ' ..... , .1,- 1 ' i ,tt II - - - ' ''''''''''c ir • •• w's-'" •' 1 't•-• 171 : • '''''''''''' "..:::'"•:::' 'tt ''‘‘ . _ if. ft .; . i'l-----t•• . .... 1 .-t• . "--. c, ., " .'1,.. -- ----0--- 1 -- - ...; .i i 7 I „t:, i• 117 . .A.,. ...! ,‘ .. :77.- iiii.......1., r -•:-: •-• . L. ti., ,-.,.,-_-, — f , . 1 1 .Le ), - r .: j - ' , ----: -x ....t;%..... , i .., . :). ...T L i '',-A 1 '. ,. -V•I':.: 1 -:- - 2.11-, , :',',' , 1".,, -,..-:',',..,:- :.„ Q1,\ : ' 1 il - --: --1.- L I 1 ...... *. .• .: li / ig.-•: .A.,...,-. ....--.------- . <, .• i t .,.....-- ., ,, - .,, , <:;.•••• • " --- .• ,, , A - - . \ '" ..V, ,. ' l' .,.. ,. '-‘ , ,.. :. ,••• :./ I __-.1 L....._1 1 co..... ...... : • • ' m\ I \'' ; - 1/ ,•-• .'• ''.'" k i. :',;', ''. ''',,..„ \ I . 'l' i t' , ' . :' , :::','::',':': - : :: ` ':•();\ '.. il 4 ', ='-.- II I i ... i .„..S. ‘ \. ..' ', '.1.' [ -'..Y...:';'.' , ..•:':- . '.: - :-::.-::' , . \'.Z.A :,: . ii i7 e if _ , / . • -, A ,,....,- , -vg-..„ - . 1 - .:-.._.- . :".7.:7i ' •E•al 0 •••••••••••0 4/ It \ --.:- V-. 1 ‘: \ . -•..:' : ''''''' Y "'''' --. ' " ' /,/,-/-#, H 1,..,-: i , .\ ..- , ...., , - _____--- -... ..„...... - it- . ' ........ - : ~Hi"' ii 1 , i7;_:. / ... .1 ; ---: it ' ,4- .:......-..::,:"....-., ., - ,---- ' ------- ''' 1, ,'( -- 1 :- ', '' 1 "A: ,'''']',:-...,•--- '-', - -',. '', p ., ,,, ... , . , r , 41 1 ..,....„,.....,.._ .:. ,..-..li ., 1 ..., .2 . -. L'• •••: -- •-. -=, N ;. 1 IN T1 7" 1 - -4 ; • ' § - ---- ---- - .41 iii ' -/.. I : -II': - • i 7 ''. ., ‘-'---- 0— , _ _____, „...... , , . *,, .-k '----- '# , I ilRli I, I- i : /ii -.. ‘.• ::-.- if io f,./ il .„ •,. •-' effp,a i 1 .1 z i ,:i i: t•. - ....i ..: 1-_, ........ . ..... L._ . ... ,_, ,. 4ti .... ....._ ., • , ‘ . , \.. ' i , i , ,: it - „- • 0 ck •..-) ck M Q... 14.. tk • ■ .,, Ati ' ititi : 4 •":: ,.:- .......'11 • • -1 u-, "•:1 4 , LI' '1: ;•-•".',.'','•\\;-••••":::t.ttt" ;tf•ttttt"t't"Itt•Att, 1- •••' 1 \\ t: . • ..„, „, • ..., . - „,.. .. , . , ,,• • . :. N . c • t.A . .„ - - . „ ,,.. , . : , . ,, I . & . ... . .... , . .. _ ...„.... .. .12;7 V: i ''zi - ,: i!' - I LU P CC (r) • t • , ., ......,..., .. ..:::::::,...,-. • : - - ' - I --- ' .•—•-• • • ,, ,...-.' ! i 1 1 - r I Z O / 1-li L - : :1 84 4 410 naliNliZa 1 16 - 'rt 4 . . q • .. ci 1--. al —• • • , ..... ... . .. . . 1.211 : R ,,.. It ,. c rn = ..-,.-.:'-:::',.-. 5::,,..0:::-.-y: i,:. ',. •--;:-: 4 1 t 11 v 0 pi •,:, i i i ,..-#, f "7 ! ,,, •••• ,-..... ii .0 L LI LC) • t, 1 :' I It.' I-U I____ \ 2. - 1 I ii i ] : , 4 ,- -- i , - , ., _,... _ ...... . . •-.-.,, .,':,.\‘ .., •„-,;,, .-„,,,„,,,,•:.:••• - ::-_,,•,...'•••,.,::?..: . " ,, ........ ......... .. . „ • .. 4 1 . :., .-.: I ,- • : ,, . ; , . i .) , : • : .: . - . I . 1 ,., . , ... i' .. i. ' V., • •- ,, -,. • , , ,, 8\•'•• -,., -,,-,•••••,,,. -,,,,,,,, '-it .c . , '.. ± lii iji- •:‘ ,, ',,• * a .......:„ / .• ..-- ,.- 4- ;;`' . ... . .; . . "" P • it :10 '''..--.- L. I \‘'::-:!-'-...i..,.1.......'...',..:,:.....,‘,"....:.,:.:..,:i.:.,•:::.:i...i:.',.:.:.:::.,''.141,.,.....,':::,1:• ,: 1 : 1 . il 1:‘ Ulf (A , ,, .. ii 1 :■ 1 1 . l_t''.;--.■_-- "43 g.. I , . O. hi , . „..... ..,.. ji l'iik - - ' ' I -_-1,:- 1,, :-,, \ ,0 I ..-„,. . ,,- \,..--..„...„.„- ........ ., : . , i:(.11 , , III •:: _.--- --,!.. . • ' . 0, i 1,1 ' iii i . t • III - f'.._ '-...-?- • ,. , ,........ ... , ..• t „.„,...,..., • • • - tt .': !, iii,--Z:, 1 • ' ' "-tt„. O ' : -. V ' r I. - --s. . ''.43, ' It za 2 - ' , - •';' ‘\, '- 1 ..• i; , . , - •• 47---- ---:--. -17 - : •sr - 7 -- -- 7 - ; - r -', ,..'!-L ; , - ia...- -rJ II ,-.::_ .....:., , . ' ',.''.•;:it, '''.,A 'Iltf...‘•* ••:,''''' ...., ' ''' :., . \ .• '•■ • •'•:' ' . . !' ' A 1 I . ' 1 .. • , . _ ••-' ..,..,::'.;.ii ‘.1.,' •t4 ' ,...,,...,:,,..,.. \,,,,,,,,,,,,,..„:-.•,:. . ' . " .. L': \ ' A....--mui ithfCalainalill ,.. , ,--' . , .: ' ,:g ••■•.; • t 1 i . iti t.t. ;:tt:•;-:""t‘'. A t : \ t ' •-,---.-?yt 1 t :,•, , t, ...,, mt. •-.. - ..------,--, .--- • ' .\1961m - 7 7 ,-,;-._:: ... ' , „.,......,..............- ''''' - -- -L- .Wd10,- ''''' ' --=;''' '' ..„ c' ti , -- ..-;;:! n a: - ',', \ 40,... :'''-'-'' - -'::: :: - . ; itoOFS i' ..-i4 - \ i"i •!' A--- Si.... -- 7, -- : w ''„ ' i , . '-''' ---,- ' ,,-. - i '-'; ' ' ' l!li - 4 --- .-...: --..-..:.- -' ' 1.11 ', i / - ....„,....1. _______ _. ,,,;,., .-.. ..3,.:„.„......,.....„,, v. _,..., ,....,......„,...., „ . , - .•-. --- ---:.,------ -1 [411 . •., - .',: ' '-- ., -17 777 -1 . .- -. ....::.... , ,...,,.:4.:-,...„:,..,,,,,L,,,,:.., , . it , 1 .. , l ot.1. , 1:: ,...:,i...___:„„-. ..„. •-„'..-...-- -..:. .„ -:---,-,,:•-:', - - , , •- '. - .'•...- . . - " , •- - - , ,1 , • , - .1 ,t, !ob '• • , :,:.,...) -, i,, , , , - • ,,,,, •.-.: . , '• , Li- il -I ' -7 i , - • 1 • 1 : ,. i i ; t, I \ . .. I 1,1 ; •=-• ; r 1 .• . , . . , , . . « • ../ • s,. ____,7 _-.), . II liz- ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) II (c) Copyright 1983 -2004 Advanced Engineering Software (aes) Ver. 10.0 Release Date: 01/01/2004 License ID 1251 Analysis prepared by: li Madole & Associates, Inc. 760 -A S. Rochester Avenue Ontario, CA 91761 909- 937 -9151 fax - 937 -9152 * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * PARCEL MAP 16718 * li * SIERRA LAKES WEST - "HOME DEPOT" - DEVELOPED RUNOFF * 100 -YEAR * ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** li FILE NAME: 16718D00.DAT TIME/DATE OF STUDY: 07:55 03/26/2005 _____ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: -- *TIME-OF- CONCENTRATION MODEL*- - USER SPECIFIED STORM EVENT(YEAR) = 100.00 II SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *USER- DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* I: SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN /HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1 -HOUR INTENSITY(INCH /HOUR) = 1.5500 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* E *USER- DEFINED STREET- SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET - CROSSFALL: CURB GUTTER - GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT - /PARK- HEIGHT WIDTH LIP HIKE FACTOR l: NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 1: GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S) II *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER - SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED II ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.10 TO NODE 1.20 IS CODE = 21 »»> RATIONAL METHOD INITIAL SUBAREA ANALYSIS ««< I »USE TIME-OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 340.00 ELEVATION DATA: UPSTREAM(FEET) = 34.00 DOWNSTREAM(FEET) = 29.00 I Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE))**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.277 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.496 II 03/26/05 Q -2 II SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.90 0.98 0.10 32 7.28 II SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 4.37 TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 4.37 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.20 TO NODE 1.30 IS CODE = 31 II »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »USING COMPUTER-ESTIMATED PIPESIZE ( NON- PRESSURE FLOW) « < = � - y - - -v ELEVATION DATA: UPSTREAM(FEET) = 24.00 DOWNSTREAM(FEET) = 21.00 I FLOW LENGTH(FEET) = 250.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 7.8 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.95 II ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 4.37 PIPE TRAVEL TIME(MIN.) = 0.70 Tc(MIN.) = 7.98 LONGEST FLOWPATH FROM NODE 1.10 TO NODE 1.30 = 590.00 FEET. II ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.30 TO NODE 1.30 IS CODE = 81 li -= » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW( «< _ - - -- MAINLINE Tc(MIN) = 7.98 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.201 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.40 0.98 0.10 32 II SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.84 EFFECTIVE AREA(ACRES) = 1.30 AREA - AVERAGED Fm(INCH /HR) = 0.10 I AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.30 PEAK FLOW RATE(CFS) = 5.97 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** li FLOW PROCESS FROM NODE 1.30 TO NODE 1.40 IS CODE = 31 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »»> USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 21.00 DOWNSTREAM(FEET) = 15.00 FLOW LENGTH(FEET) = 40.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 1 DEPTH OF FLOW IN 18.0 INCH PIPE IS 4.7 INCHES = PIPE -FLOW VELOCITY(FEET /SEC.) = 16.16 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES 1 PIPE - FLOW(CFS) = 5.97 t PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 8.02 LONGEST FLOWPATH FROM NODE 1.10 TO NODE 1.40 = 630.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I FLOW PROCESS FROM NODE 2.10 TO NODE 2.20 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME-OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« II II 03/26/05 Q immOik INITIAL SUBAREA FLOW - LENGTH(FEET) = 330.00 ELEVATION DATA: UPSTREAM(FEET) = 31.00 DOWNSTREAM(FEET) = 28.00 1 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.917 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.225 SUBAREA Tc AND LOSS RATE DATA(AMC II): I DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) OMMERCIAL A 1.00 0.98 0.10 32 7.92 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 li SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 4.61 TOTAL AREA(ACRES) = 1.00 PEAK FLOW RATE(CFS) = 4.61 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2.20 TO NODE 2.30 IS CODE = 31 » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA«<« li » » >USING COMPUTER - ESTIMATED PIPESIZE (NON - PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 23.00 DOWNSTREAM(FEET) = 20.00 FLOW LENGTH(FEET) = 250.00 MANNING'S N = 0.013 I: ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 8.0 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 6.04 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 li PIPE - FLOW(CFS) = 4.61 PIPE TRAVEL TIME(MIN.) = 0.69 Tc(MIN.) = 8.61 LONGEST FLOWPATH FROM NODE 2.10 TO NODE 2.30 = 580.00 FEET. II ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2.30 TO NODE 2.30 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 8.61 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.970 SUBAREA LOSS RATE DATA(AMC II): 1 DEVELOPMENT TYPE/ LAND USE SCS SOIL AREA Fp Ap SCS GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 3.10 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 I: SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 3.10 SUBAREA RUNOFF(CFS) = 13.59 EFFECTIVE AREA(ACRES) = 4.10 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 1 TOTAL AREA(ACRES) = 4.10 PEAK FLOW RATE(CFS) = 17.98 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2.30 TO NODE 2.30 IS CODE = 81 1 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 8.61 1 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.970 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN I COMMERCIAL A 2.50 0.98 0.10 32 COMMERCIAL A 0.80 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 1 II 03/26/05 Q-4 II II -- SUBAREA AREA(ACRES) = 3.30 SUBAREA RUNOFF(CFS) = 14.47 EFFECTIVE AREA(ACRES) = 7.40 AREA - AVERAGED Fp(INCH/HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.40 PEAK FLOW RATE(CFS) = 32.45 II ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2.30 TO NODE 2.40 IS CODE = 31 I »C PIUTER -E TRAVEL TIME THRU »» >USINSING COMPUTER-ESTIMATED TIMATED PIPESIZE SIZE (NON-PRESSURE (NON- P- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 20.00 DOWNSTREAM(FEET) = 15.00 II FLOW LENGTH(FEET) = 110.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 21.0 INCH PIPE IS 16.9 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 15.61 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 II PIPE - FLOW(CFS) = 32.45 PIPE TRAVEL TIME(MIN.) = 0.12 Tc(MIN.) = 8.72 LONGEST FLOWPATH FROM NODE 2.10 TO NODE 2.40 = 690.00 FEET. I ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 3.10 TO NODE 3.20 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME-OF- CONCENTRATION NOMOGRAPH FOR INITIAL - SUBAREA« _ INITIAL SUBAREA FLOW - LENGTH(FEET) = 350.00 ELEVATION DATA: UPSTREAM(FEET) = 34.40 DOWNSTREAM(FEET) = 27.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.846 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.701 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA FP Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.10 0.98 0.10 32 6.85 II SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 5.55 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 5.55 FLOW PROCESS FROM NODE 3.20 TO NODE 3.30 IS CODE = 31 II »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 22.00 DOWNSTREAM(FEET) = 21.50 I FLOW LENGTH(FEET) = 65.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 10.2 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.35 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 I PIPE - FLOW(CFS) = 5.55 PIPE TRAVEL TIME(MIN.) = 0.20 Tc(MIN.) = 7.05 LONGEST FLOWPATH FROM NODE 3.10 TO NODE 3.30 = 415.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 3.30 TO NODE 3.30 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< = II MAINLINE Tc(MIN) = 7.05 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.602 SUBAREA LOSS RATE DATA(AMC II): II II 03/26/05 Q -5 II DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 1.80 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 1 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 1.80 SUBAREA RUNOFF(CFS) = 8.92 EFFECTIVE AREA(ACRES) = 2.90 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 I TOTAL AREA(ACRES) = 2.90 PEAK FLOW RATE(CFS) = 14.37 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 3.30 TO NODE 3.40 IS CODE = 31 li »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 21.50 DOWNSTREAM(FEET) = 10.00 I: FLOW LENGTH(FEET) = 390.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 11.09 li ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 14.37 PIPE TRAVEL TIME(MIN.) = 0.59 Tc(MIN.) = 7.63 LONGEST FLOWPATH FROM NODE 3.10 TO NODE 3.40 = 805.00 FEET. '; ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 4.10 TO NODE 4.20 IS CODE = 21 li »RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME-OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 370.00 II ELEVATION DATA: UPSTREAM(FEET) = 29.90 DOWNSTREAM(FEET) = 28.40 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.740 II * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.614 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) I: COMMERCIAL A 0.60 0.98 32 9.74 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.44 I: TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) = 2.44 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 5.10 TO NODE 5.20 IS CODE = 21 1 » »> RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME-OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« 1 INITIAL SUBAREA FLOW - LENGTH(FEET) = 350.00 ELEVATION DATA: UPSTREAM(FEET) = 29.50 DOWNSTREAM(FEET) = 24.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 I SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.265 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.501 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc I LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RCIAL A 0.90 0.98 0.10 32 7.27 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 II II 03/26/05 Q-6 II SUBAREA RUNOFF(CFS) = 4.38 TOTAL AREA(ACRES) = 0.90 PEAK FLOW RATE(CFS) = 4.38 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 6.10 TO NODE 6.20 IS CODE = 21 I » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME-OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« II INITIAL SUBAREA FLOW - LENGTH(FEET) = 320.00 ELEVATION DATA: UPSTREAM(FEET) = 29.50 DOWNSTREAM(FEET) = 25.00 I Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.167 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.547 SUBAREA Tc AND LOSS RATE DATA(AMC II): 11 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.60 0.98 0.10 32 7.17 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 II SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.94 TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) = 2.94 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** II FLOW PROCESS FROM NODE 7.10 TO NODE 7.20 IS CODE = 21 »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< II »USE TIME-OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 29.50 DOWNSTREAM(FEET) = 25.00 1 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.406 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.569 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.60 0.98 0.10 32 5.41 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 3.49 TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) = 3.49 II ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 7.20 TO NODE 7.30 IS CODE = 31 I »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< » »>USING COMPUTER - ESTIMATED PIPESIZE (NON-PRESSURE FLOW) ««< - _ - -- ELEVATION DATA: UPSTREAM(FEET) = 20.00 DOWNSTREAM(FEET) = 17.00 II FLOW LENGTH(FEET) = 200.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 DEPTH OF FLOW IN 18.0 INCH PIPE IS 6.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 6.08 II ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 3.49 PIPE TRAVEL TIME(MIN.) = 0.55 Tc(MIN.) = 5.95 LONGEST FLOWPATH FROM NODE 7.10 TO NODE 7.30 = 400.00 FEET. II ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 7.30 TO NODE 7.30 IS CODE = 81 II 03/26/05 Q II II » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW « «< MAINLINE Tc(MIN) = 5.95 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.199 SUBAREA LOSS RATE DATA(AMC II): II DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.50 0.98. 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 1 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 2.75 EFFECTIVE AREA(ACRES) = 1.10 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 II TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 6.04 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 7.30 TO NODE 7.40 IS CODE = 31 1 »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< II ELEVATION DATA: UPSTREAM(FEET) = 17.00 DOWNSTREAM(FEET) = 16.50 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.6 INCHES 1 PIPE -FLOW VELOCITY(FEET /SEC.) = 4.58 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 6.04 PIPE TRAVEL TIME(MIN.) = 0.36 Tc(MIN.) = 6.32 LONGEST FLOWPATH FROM NODE 7.10 TO NODE 7.40 = 500.00 FEET. I ******* ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 7.40 TO NODE 7.40 IS CODE = 81 II » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««= MAINLINE Tc(MIN) = 6.32 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.982 II SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.40 0.98 0.10 32 I SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 2.12 EFFECTIVE AREA(ACRES) = 1.50 AREA - AVERAGED Fm(INCH/HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.50 PEAK FLOW RATE(CFS) = 7.94 I END OF STUDY SUMMARY: TOTAL AREA(ACRES) - 1.50 TC(MIN.) = 6.32 EFFECTIVE AREA(ACRES) = 1.50 AREA - AVERAGED Fm(INCH /HR)= 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 PEAK FLOW RATE(CFS) = = 7 = 94 ___ END OF RATIONAL METHOD ANALYSIS 1 . 1 1 03/26/05 Q -8 V co Z - , MVOS I '3A17' snella to % 4, :X (0 Q V • J + 0 0 w w A ( 4 W h w w w 0 � + � � y d Q 3 N17 `. U w ^, '‘1°-.41 I z I I . S (312 II . +� { W �' nn { # i— q y �-v t < a o < n ^ GS ,,el 0 , l Q u l ta ; a o qC N �Q V m O 1 _ $ i in O� J o c t O 3 mooN �° ,'yy Q 1 p 4^ m*3 ,t ;30443w) ()3.a Q V3p� OS _el w �, ' � o o Z ", e, _ cV Of N "I- S 0 6 O O 1 ` w ir JR. Q w w \ Sd I... oS i 8/ S 't' °S a0e , 1 \'' � Q (D 8 3N/7 0 A . � in oW ' IA <s'S�� / I som \ �w Q rn � Q p .- 41::C;(*:11:1\leta\1731-- ti . , NO co get m A m a c 3� O W j V 3 Q� U cA _. 12 'f c .) o c ` 0 00� 3�i v R \ i ql al 11 R Z j oQ o vs �! Y (f) Y`� NN -� as , os al OS 3N17 as „8t 4.7\‘'‘\:'\‘'‘\\\ f ; I Ll �'8 + fit c w� d o ' LO'LL #'t ` + ZSi / +Zt OC3 �IMv if i mo; N 2 ' �' P i i co I w h }. c7 Q O1 w {{ Y ` T z N (/) ' O 0 w N i s , W A Q �'�" Q R R i N O 1-402 N I ` lt� �� W M S. Ao t \L R 1 L r. • X § t I L6'99 +O1 Z �, v 3 0� \ I . \ �\\ 0 Ot `4' v1 , it is w fL f + _ _ n 1 '3/I d (n YSM d l dV dOr/ „lf x3 ,, Ex W k k t Y 1 v_. �► . ) gmN N 4,E R o * � ' - a 3 CO N ekq C) �� ° v. avo oh Et 2 11 2 0 w 0 k 1 1 CA f3A ,41 -*LIMP 3 4.4 c.F• 1 CHART 9B 10 D401 3co" of IzATr . I t4 t. T PP 4 4 4 i e 1 8 - �UMrr 111 r_nnin GRATE OPINING RATIO IWaII!IFVATI C . ariviirm P-1-V8 R ticuhne 0.8 C 3 0° tilt -bar 0.34 114 At OA A 3 • Tested 2 , r 1113WAINVIK r W 1 1! W.:4111111111 i . 0 MEIN . MIMI E . o.6 �. / %. 0.4 I%�E�I� 1 t T VP" IV ION I 1 0.3 — Q ���/ 1 i 1 02 ` O 0,, A = CLEAR OPEN PENRW AREA P s 2W + L (WITH CURB) I 0.1 ' 1 1 1 P =2(W +L) (WITHOUT CURB) 1 1 1 1 1 1 I 1 2 3 4 3 8 8 10 20 30 40 50 60 80 100 Grate Inlet Capacity in Sump Conditions - English Units 1 7° +3 3`4- 3/- 12, 12/2 = 17 ;t (0.0 1 DP -n of k or O, 50 I C - P 4 C - l .-c ` / 101 cF5 > 414 CF 1 A- 19 1 1 1 * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE 1 (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 1 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 1 TIME /DATE OF STUDY: 14:50 07/19/2005 Problem Descriptions: CATCH BASIN A2 — SUMP 1 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. 1: BASIN INFLOW(CFS) = 1.80 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 1.65 1 . 1 USE W = 3.5' 1 1 1 1 1 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 15:01 07/19/2005 Problem Descriptions: CATCH BASIN B1 — SUMP ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 4.60 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.21 1 USE W = 7.0' 1 1 1 II * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE 1 (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: ' Madole & Associates, Inc. 10601 Church Street Suite 107 ' Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 1 TIME /DATE OF STUDY: 15:12 07/19/2005 1 Problem Descriptions: CATCH BASIN B2 - SUMP ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 13.60 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 12.46 ' USE W = 14.0' 3 1 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 15:16 07/19/2005 Problem Descriptions: CATCH BASIN B3 - SUMP ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »SUMP TYPE BASIN INPUT INFORMATION« < Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 14.50 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 13.29 USE W = 14.0' 1 II - ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: 1 Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 16:53 08/15/2005 Problem Descriptions: CATCH BASIN B4 - SUMP CATCH BASIN B4 WAS ADDED TO INTERCEPT AND SHARE SOME OF THE FLOW TO CATCH BASIN B3. IT WAS ASSUMED THAT CATCH BASIN B4 WOULD INTERCEPT APPROXIMATELY ONE -HALF OF FLOW OR 7.25 CF. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 7.25 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 6.64 USE W = 7.0' 1 1 1 1 1 1 1 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 15:42 07/19/2005 Problem Descriptions: CATCH BASIN Cl - SUMP E ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. 1: BASIN INFLOW(CFS) = 8.90 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 8.15 1 USE W = 9.0' 1 1 1 • * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 15:47 07/19/2005 Problem Descriptions: CATCH BASIN C2 — SUMP 1 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** » »SUMP TYPE BASIN INPUT INFORMATION« « Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. W FS BASIN INFLO (C ) = 5.60 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 5.13 USE W = 7.0' 1 1 1 II II * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE 1 (0) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 II Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 II TIME /DATE OF STUDY: 15:56 07/19/2005 I: ==== Problem Descriptions: CATCH BASIN D1 — SUMP I: ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** li * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« i: Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. II BASIN INFLOW(CFS) = 3.50 BASIN OPENING(FEET) = 0.67 II DEPTH OF WATER(FEET) = 0.50 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 3.21 1 II USE W = 3.5' 1 1 1 1 1 GAT &A.D De.. -ftNt ' . ox 2.11b GPO 1 CHART 9B j4* G O R _ e •n 00-r IN l . e . T COM 8. - 0 1 , 5 1 ytDE 1 0 a ��11r11 I FArIIIMA - OPfIWNG RATIO 1111 alWAiirAggrd S P- -7/8 -4 0.8 P-I -Ira as IE■ .!DAY( • P -1• V8 O6 Ma / { R --1•I/ se O-6 I • Carved vane 035 1 30° tilt -Dar 0.34 1 IBM W 3 • Tasted i r 2 / r F. , . , . . 3 as �- e.... ..... f e 0.6 - IlVedrir P- _ i 111111111 1 0 0� .40.2"07.40X" G'rd/ % %%/ CURB 0.3 A! Par W 1 t / /,,; ,- L O2 , 1 �fl �� �, A =CLEAR OP ' MG A 1 t P =2W +L (WITH CUM ) 1 P =2(W +L) (WITHOUT CURB) 1 0.1 1 2 3 4 5 6 8 10 20 30 40 50 GO 80 100 DISCNAIKE a IFT 3 /S) Grate Inlet Capacity in Sump Conditions - English Units I f l ) +V +v7' 7 o ' 1 IN r 7 /1 = ' ver r - 112.: GU2J 7 )4 *i-T ., o, S' li Ai 7 06.GIT'i' c i7 > . G F J A -19 1 1 T CTC.14 SA D3 — ht1MP d= 0I cFr- CHART 9B 10 "A lot Gtr P13 4 Gi izA - ! P L- (Di 1 , -opt .'1 4'iDES 111111111111111111111 A WWI I' 61__LAM OPENING RATIO NM -WAWAgE, 6 • P- I-7/8 -4 0 0.9 0.8 P-I-7/8 -■ r. N„ 5 • P -1 -1/8 OG .■ I a Reticuime O_B - Cured vane O tilt -bar 02 0.3 5 4 1/ 4 4 � • ` 3 •Tested 2 Ii1 3 0 8 ■111 2 Mrd ll MINE Air NMI 0 0 = 0.6 0.5 •r�� � � CURB ' je 0,3 _ W 1 1 1 0.2' /Pi O A = CLEAR OPENING AREA . • P = 2W + L ( WITH CURB) i P = 2(W +L) (WITHOUT CURB) 0.1 ' 4 e 1 I 4 t ■ t I 2 3 4 5 6 8 I D 20 30 40 50 60 80 100 DISCHARGE Q IFT 3 /S) Grate Inlet Capacity in Sump Conditions - English Units j'o 2 >< 2 t ,c.v' 12 1 f /I // . '72 .. ;,5 ''FP -r.4 of V4 - GLIZ IGifi -fT- D/5 %A PA.;. i T` 0- '140 G F47 > f, I C•F t7 A- 19 1 1 Card PlA%i i Si -iniMP cam= Z.4 cFb CHART 9B 0 1h1 IL 'fc , t RP" r i 0 IJLei ` -or IC4 2- &IFit. r 1 8 1 11111111111111111111 ■ IAIAWO, Ann_ OPENING RATIO iii aw 6 _• P -1-718 4 • 0:9 1■ 4 !D J 5 • P -1-118 06 ■■ �" 4 __ Retro:has 0 -e / / • Curved vane 0.35 30° tilt -bor 0.34 M MI/ ...gyro f 3 __ • Tested i r , r Al - E -• s 1 lab E . 0 0.8 RIIR,•I'II MIME, 0 0 ��; �� CURB T • W 0.3 — 2160701A � , 1 ,�� 0 ` p i , A 2 CLEAR OPENING AREA P = 2W + L (WITH CURB) y. d.l ' - ' P= 2(81 +L) (WITHOUT CURB) 1 1 1 t 1 1 1 1 1 2 3 4 5 6 6 10 20 30 40 50 60 80 100 1 DISCHARGE a 07 Grate Inlet Capacity in Sump Conditions - English Units I . w .- 2. 34 -3 -G-` 1 P/f. - ' 1 of WA-r =, 0,5' 1 GAPAc -iT -,Z crs > 2 , 4 cFe-, A- 19 1 II II *** ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE II (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 II Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 II TIME /DATE OF STUDY: 16:01 07/20/2005 Problem Descriptions: CATCH BASIN F1 — SUMP 1 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** II » »SUMP TYPE BASIN INPUT INFORMATION«« II Curb Inlet PP are Capacities approximated based on the Bureau of P Public Roads nomograph plots for flowby basins and sump basins. II BASIN INFLOW(CFS) = 2.10 BASIN OPENING(FEET) = 0.67 II DEPTH OF WATER(FEET) = 0.50 i » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 1.92 USE W = 3.5' II 1 1 T HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 14:59 07/20/2005 Problem Descriptions: CATCH BASIN F2 - SUMP ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION« « Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 4.40 BASIN OPENING(FEET) = 0.33 DEPTH OF WATER(FEET) = 0.67 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 4.07 USE W = 4.0' & H = 0.33' T PM 16718: SIERRA LAKES WEST CAPACITY OF PARKWAY DRAIN AT CATAWBA AVE. PER APWA STD. 151 -1 OPENING: 4" X 5' SLOPE: 0.020 Dpi B A = DA Pay=13 +2D. _ . n S 2 ., � ; � AIP v9Q /A , (M► eg's (dope) , (14186/2 )(A t ;' ) (ft) (ft) { (ft) (ft) .` Cleat) , ) i3 /set`) ('f#/MC) 0.05 5.00 1 0.25 5.10 0.05 0.013 0.0200 1 0.5 2.16 0.10 5.00 1 0.50 ' 5.20 0.10 0.013 0.0200 1 1.7 3.39 0.15 5.00 0.75 5.30 0.14 1 0.013 0.0200 1 3.3 4.39 0.20 5.00 ; 1.00 5.40 0.19 0.013 0.0200 5.2 5.25 0.25 5.00 1.25 5.50 0.23 0.013 i 0.0200 7.5 6.02 0.30 5.00 1 1.50 1 5.60 0.27 0.013 1 0.0200 10.1 6.71 0.33 5.00 1.65 5.66 0.29 0.013 0.0200 11;7 '7.10 Q100 FLOW = CONTRIBUTIONS FROM CB -F1 AND CB -F2 = 7.3 CFS < 11.7 CFS HYDRAULIC CALCULATIONS FOR CALTRANS 90" RCP: Assuming uniform flow and normal depth, the following spreadsheet shows that even w ith the overflow of 381.4 cfs from the golf course, resulting in an ultimate flow of 744.4 cfs, the normal depth west of Catawba will be 5.6 feet or 75% full (see drainage maps, pockets 1 &3). It should be noted that the flows from Catawba (130.2 cfs) include a contribution from the site of 24.1 cfs when the site was originally designed to be a park. However, changes in the proposed site will contribute only 17.6 cfs to flows along Catawba Ave. (see drainage map, pocket 2). 1 1 1 07/22/05 H -2 NORMAL DEPTH ANALYSIS OF CALTRANS 90" RCP d D cos a 41-241/D) a 2 recei f T =�1(aln a) �► = 25(a -i nacaa Pa, ...ca/ RH ak A/Pw • 1 s ug's "n Q r (D) On ix) Q s (1 .49/a)AR3 -QtA ( &) (1» coeMeient) (sue) (ft (Wm) (Ws) 0.1 7.5 0.9733 0.2315 1.7205 1 0.1150 I 1.7359 0.0663 0.013 0.0114 0.22 101 1.95 0.2 7.5 0.9467 i 0.3281 2.4166 1 0.3240 2.4605 0.1317 0.013 0.0114 1.00 451 3.10 0.25 7.5 0.9333 0.3672 j 2.6926 ! 0.4518 2.7541 j 0.1641 1 0.013 1 0.0114 1.63 730 3.60 0.3 7.5 0.9200 0.4027 j 2.9394 ! 0.5927 3.0204 0.1963 0.013 0.0114 2.41 1,081 1 4.06 0.333 7.5 0.9112 0.4246 3.0897 0.6923 3.1846 j 0.2174 0.013 0.0114 3.01 j 1,353 4.36 0.4 7.5 0.8933 0.4661 I 3.3705 0.9088 3.4957 0.2600 j 0.013 0.0114 4.47 2,005 4.92 0.5 7.5 0.8667 j 0.5223 3.7417 , 1.2649 3.9174 0.3229 0.013 0.0114 7.20 3.232 5.69 0.6 7.5 j 0.8400 0.5735 4.0694 1.6557 4.3013 0.3849 0.013 0.0114 10.62 4,765 6.41 0.7 1 7.5 j 0.8133 0.6209 4.3635 1 2.0776 j 4.6570 --1 0.4461 0.013 0.0114 j 14.72 6,607 7.09 0.75 7.5 I 0.8000 0.6435 4.5000 ; 2.2992 j 4.8263 ' 0.4764 0.013 0.0114 17.03 ' 7,644 7.41 0.8 7.5 0.7867 0.6654 4.6303 2.5275 4.9905 0.5065 0.013 0.0114 19.51 8,758 7.72 0.9 7.5 0.7600 0.7075 j 4.8744 3.0029 5.3061 I 0.5659 0.013 0.0114 I1 25.00 11.218 8.32 1 7.5 0.7333 0.7476 5.0990 3.5018 5.6069 j 0.6245 0.013 ; 0.0114 } 31.16 13,984 8.90 1.1 7.5 0.7067 0.7860 i 5.3066 4.0222 5.8952 0.6823 1 0.013 0.0114 � 38.00 ! 17,053 9.45 1.2 7.5 0.6800 0.8230 5.4991 4.5626 6.1728 j 0.7391 0.013 0.0114 45.50 20,422 9.97 1.25 7.5 0.6667 0.8411 5.5902 4.8398 6.3080 0.7672 0.013 j 0.0114 49.50 22,217 10.23 1.3 7.5 0.6533 0.8588 i 5.6780 5.1215 6.4411 0.7951 0.013 0.0114 53.67 24,085 10.48 1.4 7.5 0.6267 0.8935 5.8447 5.6978 6.7015 0.8502 0.013 0.0114 62.47 28.038 10.96 1.5 7.5 0.6000 0.9273 6.0000 6.2901 6.9547 0.9044 0.013 0.0114 71.92 32,275 1 11.43 1.6 7.5 0.5733 0.9602 6.1449 6.8974 7.2017 0.9577 0.013 0.0114 81.98 36,791 11.89 1.7 7.5 0.5467 0.9924 6.2801 7.5187 7.4431 1.0102 0.013 0.0114 `` 92.64 41,578 12.32 1.75 7.5 i 0.5333 1.0083 6.3443 7.8344 7.5620 1.0360 0.013 0.0114 98.20 44,071 12.53 1.8 7.5 0.5200 1.0239 6.4062 j 8.1531 7.6796 1.0617 0.013 1 0.0114 103.90 46.630 12.74 - 1.9 7.5 0.4933 1.0549 6.5238 8.7997 7.9116 1.1123 0.013 0.0114 115.73 51,939 13.15 2 7.5 0.4667 1.0853 6.6332 i 9.4576 8.1396 1.1619 0.013 0.0114 128.12 57,499 13.55 2.1 7.5 0.4400 1.1152 6.7350 10.1261 8.3640 1.2107 0.013 0.0114 1 141.04 63,300 13.93 2.2 7.5 0.4133 j 1.1447 6.8293 j 10.8044 8.5851 1.2585 ; 0.013 0.0114 154.49 69,334 14.30 2.25 7.5 0.4000 1.1593 6.8739 11.1470 8.6946 1.2821 0.013 0.0114 161.40 72,437 14.48 2.3 7.5 0.3867 1.1738 I 6.9166 11.4917 8.8034 1.3054 1 0.013 0.0114 168.44 75,594 14.66 2.4 7.5 0.3600 1.2025 6.9971 12.1875 9.0190 1.3513 0.013 1 0.0114 182.87 82,070 15.00 J 2.5 7.5 0.3333 1.2310 7.0711 12.8909 I 9.2322 1.3963 0.013 0.0114 197.76 88,753 15.34 2.6 7.5 0.3067 1.2591 7.1386 13.6015 9.4433 1 1.4403 0.013 0.0114 213.09 95,634 15.67 2. 7.5 0.2800 1.2870 7.2000 14.3185 I 9.6525 1.4834 0.013 ' 0.0114 228.84 102,703 15.98 2.8 7.5 1 0.2533 1.3147 7.2553 15.0413 9.8600 1.5255 0.013 0.0114 244.99 1 109,951 16.29 2.9 j 7.5 0.2267 1.3421 7.3048 15.7693 _ 10.0661 1.5666 1 0.013 0.0114 261.51 117,367 16.58 3 7.5 0.2000 1.3694 7.3485 16.5021 10.2708 1.6067 0.013 1 0.0114 278.39 124,941 16.87 3.1 7.5 0.1733 1.3966 7.3865 17.2388 10.4744 I 1.6458 j 0.013 0.0114 295.59 132,662 17.15 3.2 7.5 0.1467 1.4236 7.4189 1 17.9792 10.6770 1 1.6839 0.013 I 0.0114 313.10 140,520 17.41 3.25 ' 7.5 0.1333 1.4371 7.4330 18.3505 { 10.7780 1 1.7026 0.013 ■ 0.0114 321.96 144,496 17.55 ! 3.3 7.5 0.1200 j 1.4505 7.4458 18.7224 10.8788 1.7210 0.013 0.0114 1 330.89 148,503 17.67 3.4 I 0.0933 1.4773 7.4673 { ■ 9.41.8 i 11.0800 1.7571 0.013 ' 0.0114 348.93 1 56,600 I 17.92 3.5 7.5 . 0.0667 1.5041 7.4833 20.2157 I 11.2806 1.7921 1 0.013 0.0114 367.20 j 164,801 18.16 3.6 7.5 0.0400 1.5308 7.4940 20.9646 11.4809 1.8260 0.013 0.0114 385.68 173,093 18.40 3.7 7.5 0.0133 1.5575 7.4993 21.7143 11.6810 1.8589 0.013 0.0114 404.33 181,463 18.62 3.75 7.5 0.0000 1.5708 7.5000 22.0893 11.7810 1.8750 0.013 .1_ 0.0114 413.71 185,675 18.73 3.8 7.5 - 0.0133 1.5841 7.4993 22.4643 11.8810 1.8908 0.013 0.0114 423.13 189,901 18.84 3.9 7.5 - 0.0400 1.6108 7.4940 23.2140 12.0811 1.9215 0.013 0.0114 442.05 198,393 19.04 4 7.5 -0.0667 1.6375 7.4833 23.9629 12.2813 1.9512 0.013 0.0114 461.07 206,927 19.24 4.10 ! 7.5 - 0.0933 1.6643 ' 7.4673 24.7105 12.4820 1.9797 0.013 0.0114 480.15 215,490 19.43 4.20 7.5 - 0.1200 1.6911 7.4458 25.4562 12.6831 2.0071 0.013 0.0114 499.26 224,068 19.61 4.25 7.5 - 0.1333 1.7045 7.4330 25.8282 l 12.7840 2.0204 0.013 0.0114 508.82 228,358 1 19.70 4.30 7.5 0.1467_ I 1.7180 7.4189 26.1995 12.8850 2.0333 0.013 0.0114 518.38 ! 232,648 19.79 4.33 7.5 - 0.1547 1 1.7261 7.4098 ! 26.4219 12.9456 2.0410 0.013 0.0114 524.11 i 235,220 19.84 4.40 7.5 - 0.1733 1.7450 7.3865 I 26.9398 13.0876 r 2.0584 0.013 0.0114 537.47 241,216 19.95 4.50 7.5 -0.2000 1.7722 7.3485 27.6766 13.2912 2.0823 0.013 0.0114 556.50 249,758 20.11 4.60 7.5 - 0.2267 1.7995 j 7.3048 j 28.4093 13.4959 2.1050 0.013 0.0114 1 575.44 258,259 20.26 4.67 7.5 - 0.2453 1.8187 7.2708 28.9195 i 13.6399 : 2.1202 0.013 0.0114 588.63 ( 264,178 20.35 M 4.70 7.5 - 0.2533 1.8269 7.2553 { 29.1374 13.7019 2.1265 0.013 0.0114 594.26 266,705 20.40 4.75 7.5 - 0.2667 1.8407 7.2284 j 29.4995 13.8055 2.1368 1 0.013 0.0114 I 603.61 270,902 20.46 4.80 7.5 - 0.2800 1.8546 7.2000 29.8602 13.9094 2.1468 0.013 0.0114 612.92 1 275,079 20.53 4.90 7.5 - 0.3067 1.8825 7.1386 30.5772 14.1186 2.1657 0.013 0.0114 631.39 283,367 20.65 5.00 7.5 - 0.3333 1.9106 7.0711 1 31.2877 1 14.3297 j 2.1834 0.013 1 0.0114 649.63 291,552 20.76 5.10. 7.5 - 0.3600 1.9391 6.9971 j 31.9912 14.5430 2.1998 0.013 0.0114 667.60 299,617 20.87 5.20 7.5 1 - 0.3867 1.9678 6.9166 32.6869 14.7586 I 2.2148 { 0.013 0.0114 685.26 j 307,546 20.96 5.30 7.5 1 - 0.4133 1.9969 6.8293 33.3743 14.9768 2.2284 0.013 0.0114 702.58 315,319 21.05 5.40 ! 7.5 -0.4400 2.0264 !1 6.7350 34.0525 15.1980 2.2406 0.013 0.0114 719.52 } 1 322,919 • 21.13 5.50 7.5 - 0.4667 2.0563 6.6332 34.7210 15.4224 j 2.2513 ! 0.013 0.0114 736.02 I 330,327 21.20 5.60 7.5 -0.4933 2.0867 6.5238 35.3789 15.6504 2.2606 0.013 " 0.0114 752.05 337521 21.26 5.70 7.5 - 0.5200 2.1176 I 6.4062 { 36.0255 15.8824 2.2683 0.013 0.0114 767.56 344,480 1 21.31 5.80 7.5 -0.5467 2.1492 6.2801 36.6599 16.1188 2.2744 0.013 0.0114 782.49 351,182 21.34 5.90 7.5 - 0.5733 2.1814 6.1449 37.2812 16.3602 2.2788 0.013 0.0114 796.80 357,603 21.37 6.00 7.5 - 0.6000 2.2143 6.0000 j 37.8886 16.6072 2.2814 0.013 L 0.0114 810.42 363.718 21.39 6.10 ____ 7.5_ ___ -0.626 24!! 5.3447 38.4309 16.8605 2.2823 0.013 0.0114 823.30 369,499 1 21.40 6.20 7.5 - 0.6533 2.2828 5.6780 39.0571 17.1208 2.2813 0.013 _ 0.0114 835.37 374,915 21.39 _ Ai. 6.30 7.5 - 0.6800 t - 2.3186 5.4991 39.6161 17.3892 2.2782 0.013 0.0114 846.56 379,935 21.37 6.40 ' 7.5 ' -0.7067 i 2.3556 5.3066 40.1565 j 17.6668 2.2730 0.013 0.0114 856.78 384,521 21.34 6.50 i 7.5 - 0.7333 2.3940 { 5.0990 40.6769 17.9551 2.2655 0.013 0.0114 865.94 I 388,633 21.29 6.60 7.5 - 0.7600 2.4341 4.8744 41.1757 ! 18.2558 2.2555 0.013 0.0114 873.94 I 392,223 21.22 6.70 ' 7.5 - 0.7867 2.4762 4.6303 41.6511 18.5714 2.2428 0.013 0.0114 1 880.65 395,234 21.14 6.80 : 7.5 - 0.8133 2.5207 4.3635 42.1010 18.9049 2.2270 0.013 I 0.0114 885.92 397,600 21.04 6.90 7 .5 - 0.8400 2.5681 4.0694 42.5229 19.2606 1 2.2078 0.013 0.0114 889.56 399,234 20.92 7.00 7.5 - 0.8667 2.6193 3.7417 42.9138 , 19.6446 2.1845 0.013 1 0.0114 891.32 400,026 20.77 7.10 , 7.5 -0.8933 2.6755 3.3705 43.2698 20.0663 2.1563 0.013 I 0.0114 890.86 399,816 20.59 7 .20 7.5 - 0.9200 2.7389 2.9394 43.5859 20.5416 2.1218 0.013 0.0114 1 887.62 398,362 20.36 7.30 7.5 - 0.9467 2.8135 2.4166 43.8547 21.1014 2.0783 1 0.013 0.0114 880.64 , 395,230 20.08 7.40 7 .5 - 0.9733 2.9101 1.7205 44.0636 21.8260 2.0189 0.013 0.0114 1 867.63 389,390 19.69 7.50 7.5 - 1.0000 3.1416 0.0000 44.1786 23.5619 , 1.8750 0.013 ; 0.0114 ' 827.43 I 371,349 18.73 • • KIM IDIOM 11=11111103 siren mans MEMEMInnEEMEMEMEMMEUNIEEEMEMEMEMINEMEMEMENIE MEMINEMEMINIMMEMEEMEMEMEMEMEMEMEMEMINIMENMEME 1 1 :N.' MEMEMEMEMINEMEMEMEMEM EEMEMEMEME MENEM OMEN • t 2 MEMEMEMEMEEMEMEMEMEMEMEMEMEMEMEMMEM1 5 o V I I INEMEMEMEMEMEMNIMEMEMEMEMEMEMEMEMEMINM12111111E 1 1 1 EMEMEMEMEMEEMEEMEMEM EMEMEMEMEM EMEINE1 IMMO ' MEMEMEMEMEEMEMEMEMEMEEMMEEMEMEMEEMENIMEME E E E an 3 a. t: ammonamorlMEMBEREITifilar AMMENINEMINIE AMENLWA =MN MEMEMEMEWAMEMEMEMEN-IMMEMEMEMEMEMEMUMME !, 1 1 .i- s' g R I EIMEMEMEMEEMEMEMEMEMEMEMMEMEMEMMEMENAINEIME a a II a 5 g ! ! MOMMEMEMEM MEMEMEMEME mommossammonmanza mom 7R EMEMEMEMEEMEMEMEMEMEMEMEMEMEMEMENEMIAMME MINEENIMMEMEEMEMEMEMEMEEMEMEMEEMEMEME112MEM fie" g g o 0 0 MINNEMEMEME EMEMEMEMEM MEMEMEMEMIP 4-;4,4.41nd =MEE ,./.mmg.. r t,' zi .5 a 1 f MIIMEMEMEMEMEMEMEMNIEMEMEMEMPINECt,"ti, 'iltinail =ENE ... . . .4 „, EMEEMEMEMEMEMEMErirTrrTEMMOIMmmmUnuunEME 4 t i w re - MMEMEMEMEMEMEIMEMEV777MEMIVI`NMEIIVCAET.7MEMEME vi i I 1 > LL i 51, EEMMIHIIMEMEEMEME ax lliiiEll'=UP.atIMMIMNIE — ' -i- Ct 2 . 1 !nrillIENEE ,= A INEnt' MEMINENIMI EMI F Enna EME IT1MOMMEiiiiiiiMEN =MEM z 7 k ., 5._ .... C 'Os 0 CI c7) EFi7:1/ i TrIFaTali riz ----- ; - ' '..` 3:NEINNI z IF, ,.., fi — ------____ *in (ga R mormwmmumEmiadirViiiiiimemmium ,--mmac-un " - 0 ,-.= - , on 00.0 a 0 mem reaussawmmumre.mummommummmuns E iiiill vr... , , .. rr . I- ca MESisgairiiiiiiiMEIMEMEKizIEEIN aveamfinessai imam , ,., ,. EMEMEMEMEIIMMEMEIIMEMEEMEI 11 Enesiammommosammon i 1 1 II ' / • "- • . . si a 1 _.._ I L MENIMENEENIMMIIIMI NEMEMEMEI 2 EMEMEMEMEMEN INNEN ; i i i / b., . i $ : : 1 : I . I, o , il st / i :41. / . — . t i EMEMEMEMEINEINI MEN Manna ENIE1 MEMEMEMEMENNIIMEME C.) e c), qp ; r.,;, , .17.:, f v% MEMEMENEMIREMENUII MEME NIMEMI 1 EMEMEINEMEEM !IEEE • a 0 ^ n i 1 / , MIEEMEMEME MEUNIER IMIEMEEMEI NEMEMENIUNEENIM LIMED 2 T. IM':-./ fit „ii. smommossumumasin oi anwassaamat MINEENIMMENUNKII FiENE 8 -.. / , E, / t anownsionommaffin min mama moat mathEssom assommo 'ammo -. 4; , i , 4 d , / =ORONO= MEM laliliNEMORANNfillatIMINEIRMINNWOHNEIM" i w =MUMMERS nEEMENII INIEMCWW:1111111 inumNIUMMuma-.11%Eign it I 1 I MEMEMEMENIMMEMENIIIIEUNIt4WBoaliMEMEEMEEMMENFIIMINEE / G i EMINEEMMEN IMMEMEINIIIMEM11111 :I BIM I NEMEMEINEEME1MEME / , / / , • b e a i l 1 1 EMEMENIEMEIMMIEI INNIII IIIMELMEMIIINEMEMEINEMEndrIMME / / / ammanommorannue isommamasamaman a_kittla_.+Hiq_u_aosnormasso , a o ,, ,_ , I mommumansumummemonismanamall a moikiAiPAImmons'Assem t , , a I r sommiNUMEHE MEMENIIIIMMUMEMEH I lOhlflIFIIlOIIIIIIIIIllhIIIIHIIlIIJIIJIIflII / / -W EINEMEMEMIIIM EMEM1111 [IMMUNE= I nEMEMEMEMEMIIMEEM ° 22 , ... , ,,, Overveno) ; ammumnouna inmEmanto manna mama aresnammummusi mom • , t• r ., ,, • vret+ao rug EMEMEMEMIIMEMENMIIIMMESEME1110EMEMINEMEMENIMMEM D..g i“, ,1 iga 1. MEMEMEMEI IM MENEM / / IMMEMEMEHINERMEE MENEM INIMM '.! ei l b- / • t •11 : EMNPIFIIMMIIMEME,M0 1 6 „„ -.J9 / LI - .,,,. mormnramaimmomion almaammamaniaisznatar. i ' 21:01=ME 5 1g/ F..).,.= / / i 1 nuairmratilmommmu a nmessomma aunriimEhliiiiiiissunam 2 .." z , I DIN ,: , simim-Imam__._.:....,..i...- -- -3.-.4...w..:., - iiinmamcassposjan / , mmas numuaucznniigitlimbidirtingmmENENAmiassmmumn . i i ofw.....0) , . , ,0,,,i.... tv EMERIEMENIIMEMEMENIEnseammuirraMEMEMEMENIME= az / • . / • 3 EMINEEME=IMEMEMEEMEMEft4ENIINkillinEEMEMEMIIIIIIME 0 / - 00700+00) , / + MEMEMEMEN in MEMENIMIEMEMEWENIINEC ..1E10 MERMEN [EINEM so , .1141 b 6C0C+110 / '3 i 1 / i ! ; :--- EMEMEMEMINE EMMIIMIMEMEMEEN !MENNEN EMMEN =MEE / / / i , / MEMEMEMEINEMEMIIMMENHEMEMENIINEEMEMEMEENINIMEME / / 1 o EMEMELILMIUM MEMEMNIMEME MEM IINEMEMEMEEMEN [EINEM / / / & I si' 2 1 MEINEnnannEEMEMENIMMEMEMENIIIMEMEMEMEMEnIMEME .o_ ki___ , / v glg8 MENIMINI NEE ME MENIENIMEME WENN IIIMMEMEMEMEMIN IMMO / i / MENEM' BEE EMEMENIE 3 IMBUE MEMO iiffirnnITIMMNIUNIVI MEN li / 1 X z i i Lu MEMEnnEREEMEMN IM N IMMEMEMENIE rat.i.323 OEM= MN= / / 8/ , . t 6 ord atg11 Enfinsammussumunua a RENE MMEE innahliaiiiiamommal umano . i i a --/ NEMER:4E11EN nEMINIE N IMEME MEMO lanialionnallanal Van= 0 i 1g tnorn+zo) / 33 11611Z+LO Xligli nomosammlnumumm ummonommoinsolummumname [ammo Et . ,S i g w MEMErNEIMMEEMEM 0 IMEME mien IMEMEMEIMMEMIN IrilnIn / /,‘ / 3 F -§ EMEMEMEI ME EMMEN NIMMEMISIMP.M IIIMEMEMEMEMEN Iasi= cr A , 1,, , , _ . MEMEWIMINEEMEME El IMMEMEIZIFin / IIIMMEMEMEMECI ma= 0 / MINEEVREIMEMEMEMIN IMEMENWLE , IMMUNE EMEME11=411/11M 0/ / grir INEMEWAMINEMBEEMEIN INNEN tnEn IIMEMEMEMEMENIW-11E1 -a / *, g marmErsomo nommowarownsiamm manamonummumaiondaam . i a. / sommt.amiams mammas mammommENIII 1 IIIMINEINMUNIttall=n , , I %z 1011 MENEM AEI NINEMEMNINII EMEMEMEn NIMMEMEMEMEnjIMIII 1M // / i , INEMENNIMINEEMENE1111 EMEMEMEENIMEMEMEMIEMENI i . . 8 , i f ' °lEgi nalgananiinannunan wommEsso siammommonmuninalli I / '5 / .7 ,- gdir no MIN t MEI Inn MELIMEI I MEMEMEME EMEMEMMMEMEN MEM 1-- - / / i INEMENEENIIIMMEMEMIN MEMEMEMEillsommummonniummom hi i / I - 4_ 01111111 MINMEMEMINEMEEMMIIII EMEMEMEM NIMEMEMEMEMIIM MEM 4 6 , 1 I 0 EMEMENIMIMEMMEEINIIMEMEMEMEENEEMEMEINMHEI In EWA :, z / ' MEMEMEMEIMMINEEMEINEMEMEMEMIIMEEMEMEME=IMIPM11 - / 01111111 ammumummummommlimmanumEmmilmormummunsimutira ! ta, ' ' ' ft- 01111111 MEMEMEME HE EMEMEIN NENE EMEM NIM tillinE MIMMIMEN IN ME 5 I I 7 I ' ME NIMENNE MINEEMENIIN MEMEMEME lino AM &If etaiMil MEM c, 0 - / I , narril 0 ., - , / 0 01111111 nanIMMIIIMINZIEUIMMOnmommoing =MOM WPIIPIEMMili# ti3 / 1 i I 1 ill 0 ..._.•.•- C.) MITMEM n IMEEmmmammiliiimmomommmaremmum7ImAiiMEM g' , gi , , , • Olorer+to) EMEEMEME ME MEMEINIIN MEMEMEME IIMMEME MENEM MEM a . 3e cr • EMEMEMENEE NEMER III IIMME EWEN iirwommumonsunsmato 5 i l l ' 330~41 EMENINEMINEEMEMEIN MEMEMEME IIIMEMMEMEMENEMEME I / i i W � EMEMEMENMEEMEMMIIIIMEMEMEM IIMECEM EMMEN MIME , 1 a 1- -• D EMINEEKMIREMNIMMEIN MEMO NENE MIMEMEMEIMEEM =MEI I 1 of i cf) .r.. 0_ I _ MEMEMEMIIEM MEMEMII IMEMEMEMI BEEMEMEMEMEI =NEM a - / i 1 4.1 ■.1 ■—..., MEMEMEMIIMMEMEME III NIMMEMEMEINIMMEMEMEEMEI IMMEM / a a , I _ sommonsaammolnEmm atammommonsmossommummilanaffla 8 , / i mm uumummummumnam taismannommim scimeo mamma ammo -4 , , , , • 1 0......m EMEMEMEI NEM MEMEMIIII MEMEMEMEI I userzrzamEnnti Mann / ; , Os/23 WNW° t MEMEMEMINMEMNEMELINIMEMEMARIN EllaskiiiiiiiIMIEMENENIM / / / MUUMUU= NEM EEMMENII SEMEEKM .RININEEMEMENEMIMI=1 / , / / , 01111111 MEMEMEIMME EMEMENNIMMEWtA4IN MENEM EMEffillnd DIME /c ummEmaimumnsmonammummorairl I Emmommanommumwmum ® I ,7 i i I MEMEMEIMIEMEMEMEI Ul IEEE MA in I MEMEMOMMEHM IMMO - 1 / 3 I >- S < . MEMEMENIMEMEMEMN HI EMEMEidAMINSENIIT i e / I < i ig _ MEMEMEMBIEMEMEMENNIMINEEMEMI3' _ - ' AMMEWIIIIMEM , 4 -------=c A'' - . ?_; , monmansannammommilinsummomisiPirFlimmosimism8 .r.:- i ' 0-4 w w . g " 1Y "- 71 / smomosimmummounsoninENNENNINEENErnmounsaminnA s g / + kivah"'"° cr , EMEMEMEMM MENNEN 3 NEMEMEMEI II EMEMEMEMEWIIMENIE 1 -/ a . 1 / ' tA_ „, 2 ,4e, MEMEMEMEMEMEEMEN1INEMEMEMEIMEMEEMEMEWIEMEM t 1 " ' I 1 I ' V E \ . t. ‘4 I V, * a IMEMEMEMNIn EMMEN wirsommommonsommonsual mom 0 at 1 ; I ., i . 4 / // analanninnal =Minna itanainanaa IMMINIMOI MEMOS IMMO 4 i "w MINIMININIMIUMMUMINOMINIIIMENEEMEHIENEEMEX=EMINEEN . ;, t" 1 1 t 1 . 111 nesnommutsimmonmanannmsnmonswamEnumwminen r.; te. I ' _ 0 e cy M a EMEMEMEMIE=MEMINIINEMEME141111 EMIOMMIlimsilli' ANIMEME ,:.5 It - i — manummanommammianiammosommiantraurammonnommium. -:1 .-- _ ffifi-0.00) , mallienallanalli Mann NEM aa FAMF ISERE ° - • . 011 0.10.0) a : X g rsi gi ce - 1111 ■ 111110 11unismonmoiliummonsommulingwamMINEffsifflons4 I ' 4 ?• 11111•1■1117101111MIUMII MEE MENAI IIIMMINEINEKEIMI INOUE ' . I ° 10:01+ g › MEMEMBEIBMI MENEM II MEE INEMS9111ME147.41=411EIBMil • - :0 -, ourocia00 EINEEMEMEMIMIMEMEM'2,====immcanimmi ,: ,• N _ __I peor ay TWMONIM smanummammammmammarsmmummmimii;mtnamann - ,,,,.... 14-2/0/031 allannallanuainnininalaninrinanniannallanilannallununal '-:. - - ---- 'I' - "" . 161,9+10 INIEMEIMMEIMEAMEEMPREAJIMIENUMMEMEMEMEMEMIMMINI - 0 • 3 '1933 (" ZWZ2+22) VlS 011■3017/8 MEMINIMIENIEMINEEMEMIIMUMNI 2 EMIMMIEMEMEINEIMEMEINIMEMMISALIMEMMEMINIMINEMEM - 1 i MEMEMIENIMEINEIEMEMEEMEMB.11RIZEMINEEMIEMEIMEMIE 8 .'. - - .. Iirl irn MinalaillinammanallaniniffillailmayMMIlalniananiallaninamt - r-i I [ I Al .1%111.0 N \_ 1 .. MEMEMMIEHNINEmmamninmanimpAiLumommummuulinimm 311N3Av I snao MEIMEMEMEIMEMEMINNEWPMEMANEMIEMEMEMIIMIENENIEMI MIIMMINIMIEMMENIMMENIELNIMMUMMEIMMEMEMEMEHEIMMI INMIMEMEEMMII ENIMMEMEINIENIEEINEECMEMEMEIMEMINEIME 3 —0— 1111111101111111111MMI IIIIIIIIIMIIIIIIIMP EM 16 M ON EMINIMMORMIIIIMMI -- -- - II — - - E - = - MINIENEMEMIEMEEMEININEMEMEMEMEMEIMINEIMMEMINEMEI lii Ili ENIMINENEMMIMMEMEMENEMEMENIMMEMEEMEMIEMIMEEME11 Qe ENMEENEEMERAIMEEEMEMEIFSENImUIHIImuu$mm 1 § ' ENIMMINIMIMENAMEMEEMEMIPEENEMEMEINIEHEIBEINEMME2F- kr I .. . . • . It . MOMEMEMEMIIMEMEMMENIEM EMEMEMINEIENIIIMMEMINEIMMI 111 iititt:k 111111111MEMEMEININEMEMEMEMEINEENIMMIEMEINEIMEMMIMEMI 14%1;ish:: MiliiiiiMEMEMMUMMEMMENNEMENNOMUNMEMMIIIMMINM 1 1 1 nanallannunillanaliniannillinalnannallaRIMMIlannamman 111'1 st _ 111111111 anallanannialnalinliniannalananamanalliainanallanunall ... z. cic ,..., o INIMMENIMMIMIIIMEMENIMINIENEMEMENINIMMINEIMENINIENNIEM 1 1Min p W / ...' i N \ \ SE •i is W S = ' N M; \ : j - Q I t O O I I t Q �,� • Ste P Q � I W t oa mg ccN Q taiCC W• n N ££ -O 33S 3N11 H01141 W $ y o ° tto k k ! w III . I t W r 2N .0 J 01a IL 0 ¢ §O ►_C.,X Al 11 1 304 ONVlHOI H J O W <$� 1 LL o (' > X its: r• a o ~ m �z� saw.- � 1ri w goo bm Z t. W ;m. a O D In 201 er ID S VI f Y! Noe C gr _ I O c I o L ..... i Q I o m to � QI in u) I s . 1 . 1 1431 M0139 33S 3N11 11311/01 I I \ A11113V4 ONV1H01 H lJ I • -- OB 1 'SO +£9 / - >- / I E J J LL O I -J U I LL 0, Otn I J LL 117 1h LL ti O W`_ x I W m 0 O r, O M NI ti — + I c 10 �, — O e of W0O d I E{/1 1� 1- a o o z E in ••�«m co o o cc v 4i 0 1 0 0 ' O ` M o9 0, C.7 1 a < CC 1.4 0, / I N +o +x o >~co 0 1 • m F-1-•- 10 E� \' I o 1 \ I a / I E i I I N I to I I x O ( N �r/�; i O V I N Z I 8� N Z 0 © Z 111 1 I 1- O W I rn I co I I a A1111304 ONV1H0 I N 'II W I Z 39 /LS '90+091 • ` l a cc I E — , D N Lt. C \ I m — G I x CO N J Q 1 LL I to 1 N N i O m I \ N 1 c Al 1 11304 ONV1H0 I H 1 J — 33 109' +I9 I \ I • \ • o I \ 1 \ 1 I 1 1 1 • O0 1 J J ( O In 1 L.L. L.L. J tn to N to v LL \ ea: —+ 1. ig o Nr , N M \ c Ch A11 l 1304 ONV1H01 H "J I ,; P..- — 33 010'61 +19 c c ,�+ \ \ A1111304 0NV1H9 I H lJ I I £ -a 33S 3N11 H31VW __ . ____, 172.1 "£1+19 �/ tr .y "..4-- , 1H01 2.1 3A08V 33S 3N11 H31VYY r1.. - • , . . - . .. , • , , _, , - ,,„ ..,,,,., , .3,--- ,..,: --; ,.. . :., ,„ ,,;=--‘,....,,_ ., , ,?:-. - 4 , - , - . - ::.: - ,,,,,, _ :, ,_,,,,.^ A ,,-• , r.liCA "..5 -16 l' .7_,t `,...•••;" , i'7' ''''''',' ... -,-- co 4. ".....: . ' . , • . .... fr`si . . 4n , , 2 ..4 • k e y 'KFf F t'tp + t- { i.Y,}� t +i , :•. ... ;....;:7 ..,.t' . -,[ ;2• 1 t r'*"' . ` s. ' •F k Vi i'`" 'L' a. 4 .v V .v *. '+ + • • 4r er, , pX M ; %f�t•[[A *� 0 /v W0 r / o � '+� _ \ 17 O o u W ¢g c \ 151 73* � • en r MIMI N.D. \ - IL. X4 - n w Y 0 " Cr W i • j ' I CC S m oo • 1 ! ! V W J41 [ o W •* > > b to i ca :I II. Q cc 0 8 y b• _2 1 _2 Z E S Z 0 6- 12 m n t i ° n a w 8 w i t •• I S m J N sm Q .� _ m z v G CO Q d P b f O a r N aZZag Q N V L L s to to Q sr s t0 Q Q Q O 0, 0 z t- J a o j w n 0 N CC t~!) in I wz CC co Q \ za a 1 0o m g cn o • = 1 - - v a w z. i Al1113Vd ONV1HOIH $ ' ~ ON3 Z94'Z£ +59 1 I I cr 0 w _ U. I — — - —I w - . . _ £ZZ •94+90I I ¢ a z a O I t0 J O !- a I - LL J Q Q LL 9 . 0 • • I X rCV e/ 0 LO I €" M 0 • ow O 0 0 0 t H 0 v t0 N O1 Q 1 0 Al 1 l I OVJ ONVIHD I H 3j �� _ Al I l 13V. ONV1HO I H 1 W f I Of 8 I W - Al 1113V. ONV1HO I H 1 t I • O S ...1 0 1 co to O t0 Q 0 I 0 — I O I I I v .:c >:\ h I co X 1 1 I J LL O 1 In N t .. O M • N co in t M 1 Q tD Z£ -O 33S 31.111 H3JW4 so ,:t ^r . - `I� . - ,,., y - - tr .,--, - 'f $ .. rT t , : ;4 t x ! -!,,,ears,, , ' , 'u+tK f j�� ;f ..� iti -. , s !..'44 - : - a k v t r fz * a .f `t y"r F.^: n*� ,,�, lt:' ; C., t�' 7 .: , ''r 's �tf +; - : K- Vi c, - r - � : � ' .�..t,, { • -e � ,,,„ .. -'3t.y . t. ..3.3.,°k7 k� �- " „.. :. � , �'tJ. � r 1 , r .. �.. - #_" 5 - t' `'.t, - d r.�S +� , it � :r% :'''''1. ' '4,V7.--,-,:: . .an.' - -H'•+• • s ±� t - r c. s ' ` 1' : __ . 4 e - - ,..;,-0,4+,:... i i� G - ,.'‘'?,-^-,3" o 6t' rc,s '»y' ', el'• J`!"-' jam sY ; ; o it 4 1 1 , yW v O o , 4,...,,, Nd � - 1 451 0711 . * C M V PI- _ I t � °n ::: bid S Q " H b • s 0 J � O , � ii. _ c 3s � _' W _ �Z . G c -b i c\ o Q 6- m ¢ d St f 2 117 u In N 2 S 30 a b -0 133HS 33S 000 +Z9 V15 s ' 0 133 44 Z w = s me l 3NI l HO1VW 000 • HS m W \laio 9-0 1 3H5 5 3N � � N � r �� - Z j 9£ V1S QQ f O a d A b i; 1 tj i aai 000 •p1 +Z9 < � 43 .. z „, ,‘,".\._:. ' 1 ,.,., \\Al \,.:..) L I HJlO'/Y �� , _ 1 , . .:,, . ...... 1% 14 . . \ . \\ \ 11 , N 1t t I \:s. :PI ' r m ■ 1 tN 1 �m ' may • • • 11 . 4 LT i ) i : i r Yri „.:: :.;. . 1: b 114 _ Sri O i �- arr ,„ \ < r� L7 • • • r ' 1 • n ; .• , w ta o • 11 • Q 1 1 \ t i\ � 0 d �: ? : � — . 1 rJ . I ∎ -I: .L I • 6 1 ' R, : \ G \1 Z / 1 1 i x ra © Q _. 1 �p ap ® � I r: .., , . 1 . ''. : 1 , + p 1 \1 G � �, O i / N x , t • ti, 4 ‘. \ . I ‘...„ / ..• • , 1 1 ` , \ - ,# • ,. ....„ ...... I ... .. ,.,, , , ,,, f , .• :. ,....., cr , ,.., .• . ...... ,, . , 71 ..1 7:: : . .. ' ' . 1- 1. r - i . . ' OH N v ® x , 4130 Ci ; \ ',.., ...t... — L.., Ustalikrjor: 1h' , , \ ..ip 1 .... • \l,,, a ___.. ___ y._lithisnielis:. 111 r r. NM -11...11107 -C) ' ..---,...‘- . \414, \-8- • J • • J N I 5 S \ % 1 i I ch` 1.,..vv I > • : l t: � - I Z . '. n x . Q — 1 - —1 I x ' i i 2 s a o v + o + �� 1 - ca 0 • • m • 01 ; I I N x j • 1 c - -- --- W U . . < � '�- -1 ' 1 1 1 t� ' • i < ,giiP lip , I • O 1 a 011% 1 i A.V 1 i . - o o / v I �. j • CC . N N n V- O 1. ' X�.. - • . ...• A - -, ., ...1 ..- .11: ( -,./ I _ •. • • 1 4Y r4 ....Yip 6t4;:-.,:,•,- ' •.. .: .' i + " ; ..A. Z '� n , is . . ./.mss. ''_ I.sS F• V ' o 1 ;' • i "3' x i'• x � er M u' ,;?. P- Ara'9 -7� {�s ¢"=cT - i -c am. �r.l Sy,' g - ".-- — ��.___ I • • • . _ . 1 - • 4.- I t t ur \ . • .,.. , • . ,. k / 1 1 s. '• t o ISM .. ) 1 I. is: v 1-: --I v a Z -. CC .,,,, , -,,, • . . ... 1 I j, • . • 1 1 00 . ?. , tk''' , \ . , . ... t i o c- 2 ‘. • / , 1 kr; t t t xz (r, " ■ - 4 in E I a .t• a:: . I ( r•-: .. • : • - \ . i r In .,. b , I . I - .- i:. 00 er W W 1 . gt3 ..: \ - /2 ss P.i \ 1 / 1- ,.-- .. ,.•:.. i - , N / 0 0 ix ' 4.14 saa 4i/2 I , a I .... i w .• . 1-0- ••• -. I td 1 1 - PI . • . ›c• r• a' - I it f 1 Fel ID I i • t.0 L, f., "- • I ... g W 12 / 7, `: .. 1 ( 1 k - .- .1 CZ c 8 KII . f I T. • I I.) • 3Cfr' re w ,.. - 1 u.- .... .11 a .. - . . ID 1 \ L i ..-• • We .: '.• 0 1 g 3611 1 tD " in : . . . . ia z • : . ia cc . • . , i •.:, •.. 0 w ta b 1 4 ? I i l , 4 ...° A .. I 0 >•.a 0 I '- 1 :0 . : •• I v i I - 0 11.1 I • . 8 PI w 8 0 ...., _ , s• 1 111 � 1 . , f - I F 1 t c--) .'il..6 i 6 : - 1 o E . •C ' 1 .. 1 1 4 - I I I 0 0 li...10.• • . : X-' 11.11 • > - a e.,, El 1- , , .. • Li- Cr" • : 1 ; if; l' / I . ,, / . . ID r • ' . <Z ,- 0 0 8= ± b . Law . . • . r.., ..• 0 C.203 \ c tc • • Z pi 1. - V - - Ii , - . . . 4.:.. • i 1 v Z ID cc ft 5 t 2 2 a in ......' '' ; .- i . . - ... 8 to 4 ft ! I i i i , cr. .. aii.. i i . , , .-. . . u . I ..z vi 8 3 1 I ,c. i.- •,41 : CC g in 03 i a. c., .. / ,,, , I r7 1 I , 73 ° -j Ib !E ir-iiii ... . , •• t6 3 1 ) -e j a' i 1 d CI CI ,, - . . • / 40 : • 1 ... . WI ; '. ad a •T : / /01W 1 1) tO •••• V i Tt N 1 ii , 1 i , i,...:. (DLO iiii ",,..,...,,,......,.„ ;.,.., • , . ..f„ .. ,..... cv, , / -ti - . .. , I ..i... ea ill ..iii IE:1 .'"11111111‘ (1) 4IMIC U. t 'D I . 1 1; / . 1 '.. / ; : i'.. ip , . . 1 . .... • . J : 7i ,,, 1 .. , --.. (.-- 1 / j / tD Me ui i - l I / 1 k0 • CO / i sr I . ' 1 / I . . . - 17) ,.// .., _ . , • .- ., 1 , • i ro : ..--.. /C2 i . . . . • i r•2 1 / '. I co • 1 ,- . . c. , : tD .' , I : e 4-.: 1 rn : - , i r-: i i W ' ‘,. W R i 1 1 1 1 -, , , ... ,:. : f, 1 i I V' i dii I ! 1 = 1 : • ( 01 / ..s. , I- : .„ • r 1 41 1.-• Cr: \ OD 4. i i 0 1 \ ,. 1- • • ,.. , 0 Z '''' / . l ■ir • . . wi ia1 P.- c ',., I i I . co • i "- . Z Z ■.6 . . ,--, to t'l en , ‘D N.1.1 JI PI CD I • ,...‹...; 1 . I .. • . LO.. - W j I - . . . I ...4" In ..; i . - .. -.. LI : ' ip I J • . : ... : - ii .•••••• i ....- - - 111. ■C t 13 • •••- -R ...... ••• ..... ... I to .. I l 1 . t- 0 ( UT • - • / 4 .... ..1 w -, . e. ...IT. ''...... _ ■ ../...... ... ... .., ipm. 1 1 irli 1 1 .41 V/ . .4 4,15 ... 6 14; f! '-f- 1 \ ..... : ; • I 0 el I • x : 2 I cc , ...... . : ,,, i cc ..- Nui • , uo v : : I i.■ . : 1 Ilhill 4 'c' / 0 .- .... ..- ‘ 1-: r- cir • - ,,, j 1. . - =.... o ta re.! ...i ,.. ... . ... . ... .- - w 4411111111 ‘...... w .., L,, - .. 1.1 . . .. . , .. l■- • ., 9 • • , o • . , ...... %-• . - -c._ o ___..... . .-. .,. . , I. • . .. .. lailiM99 . _ . : + . . .__..........._ A risa5.11 A.11.100 1111111".."'-- 'no --.. ...., ---__ _ . _. • ..., ----7.- . lEr ....... 4) . < . • . ........_.. W • . W • • Aga. • . ,,. . • - „. _. . : W r 1 .-• • - -.-____ ...../R 0101: ..--- - . - • '• - '''... -■.....X......■ X•■• X.■••• -. ,-- ' - -. ..., .- -7 41111111" : L7r... :7 11 7.1,41 1 . t ,Il . .- N.e. I I -. ...-- - --- • - . . ...... 1 0 .. • - i Attaiiw ------ ORIr ---- 4 r: MOW L' . ; , cmprLitui 1,4, ,.4)etc, 1 1. . ...,. , ,s, ... 1 1 ,.;.. . r ....._..... ,... . , ,..., ._.....___ ,_ .c: .., ,,......_.,;,.. ,6 .• . ,...„ , 2 . . •-•• , col . • , .... -_, I • ---1 . LT V) - • 1 _Q1 I 'e • . ... . ......____ / . ..., • •••- ' VI . . . _ .. - • • . ■ , •••••I 1 •9 . . ...,' , C ■ . \ . ; LI • I 1-4 gi . . .__. . - „ • P, I . _.... --•••-• ------"-------"-l r ."-.>-"C. 4 - ...- . • " co k . . . . , • W I ‘‘. . • • v.,. . ... • to • . I (/) I 1 • - ES tl. CI- - i . 1 • c.) .. - ..... , P I 7o1 . a. 1.11 . • . LI er . . I . • ; 0 U7 ...""` M 14 \ • 4) ..'":. i in . .-- 1 '' 1 -, Lli < : ' tO • cb I 4:1 . - I- I.1.1 1 : al 10 • , X • i ••-• • 4 ••• Ini...•• •••c".-. :::• . _ . • : + - + Ca - , 1 '...,,, , to 4 , vt 0 a; •• • I • Z. .-- I' , er- ..-._ - • • .. no -___,,. CO al •.. la 2 . . 4,..' • ,. ,c; 2 - to w .--- W 03 03 ,C.„ ..... - 1 4 1 . . .• 7 .• , CC MI 11 • . .> , • . 0 . 1 .....< 1 • . • . il... 1 X: • Z I .. ; ■ . . W • Z . - • ' = ii 1 W ' . • N 7 1 '. . .. " 0 ',i X 0 --- - I .. • • I .... -... .. .; --- .... . u) i ---77------r - LiN 1 . . . • -- -, -- ../. ,..:. Ir. i , co ......._. F-1 1 . . c. ., ,....:.; --* . , ..._ . .- , ,. .••• I s . -....... . i x' te l' • .1.• , .cr ) , ,. ....., i - •. q . . ., •• • .„ - • ...- 7 .- .• , . . ........ . 11 1 i'------ ••••- . .. . . . . ) -..., i , .- .i.........• .. . , ../ • I I . I Lae000 i . 1 • tc - \ ( ; I I / I N II I r 1 1 .. ac ....... ..., I ,.., I - u-: • • . . 1 - co , I • CO l•-• Yi i • 1 , ca -I '.. ,:•!., a ), , . . i I i i --. • I ; I •• I •• , / , ' I • .I ,u s,- • - . • •c- r .) :I, i l .....- ....- Ca ( PI .• I _ I . I • :0 III I c.,,,)i tc; I 1 p . ,. .....„ , --- 1' 1)4 - • t . , -- .- • • .• 0. •! 2 L ' .. • . . . •-•.• ........, 1 .11 9 I • r-, . . ..... ' o • • . 4. I . I i i i • 1 I • _ . ii i i 0 \ 1 i 4 \ 0:3 . . " rD . " • _ v • CC . . . . . . -v • I ,-1 I. i .., i I v- ...... = : . - - ' . : . Z . , . • .. . , 0 ... . ...■ • : , : I I . : • . r- • • ,. : 1 ... ..4- 1 1 '..1 1 i 1'1 .. (I i Vi - • I: In 1 10 1 * T - k --., , ,0 . I CC • PI , . . . . . ..,------..:. --..,, I I i • . - ___ - ______ tc. - __- •••, '. • .‘. gli 0 a to • I I i 1 o . • I i _ cc .1 . . ..__ - ___+_,.____-____ . ', l•-•-: ' ,..-..- -- '-'. ,.-:. - t ! '''' . . • i I ,,- I • - ;41:: •-••• I I \ t It' \te) _. • ..-- r : • ..__________ : ;I •: '-, . ", 1 : : • .-' ; . f-, 1 • : ) . cr, • ..:. . , • • -1 • \ r.. i - r--- : ..._ . • .i. ,c; .. .. I . 114'?J'AlYi147,1'i::! .,.1,,... ... ,,,...:.. 1/ .• - ... . .. ' i n.: ir,i 41%1111 II 11 „ 1 p 0 ' %-:- .......2_ .. --E"::, '''' ... -:=1.2 r • .: ,, -16 -...' :& - •'.ts . k: - : ., -1- - -r - ...:'1 ,-, s•ii'l : -471 / 4 =' .----, 5 f , c.. , -1:. • '' •:. 4::o;-..3: •-• N --V igil''' . •Te' • EITAVi tor P"- • •• , .. , , . - ,7_ ..-„. _- 7,7 --, - 7, _ ..„ i -------=---"--__ _ _ -._ 10,1 - • .45:Fict ... • f- tir,;', , .. 4 .:4,-:.-1. . --; - .. c. t : -.. A .. 7 . . t' _ .___. , _, _ _ ,________ ___„___________ __________ ......, ......4.,..‘••••+, * .:. -, •ar • .!' • r.. + ...:F4V5 -0:` •- - ..- • ' ' 1.: . .. . . , . . ..„ . ,.,. . . . _ ,, -• , : . . - , . .. . .' ...• ... .. '. . _ -; .- _. , ,. --C1, .'',. .,.'?..: .■ •-. - •.71-:-:•. ,;,.; •: - - - - • . -.: : - . .,,,,,...-y - ..1- -,- . , . • • " --- . , .. . - • • • • . . „ . . . , 1 l iC T i ID-1M NO11) MOM .-• 1, ' ^' Craig V3 vomiter,* MOM *A. eVION10 031V3Nr130 SV -- ______ mow*/ aor LOI MIS MILS IMMO I01101 i '3N1 'S31VI3OSSV aNv 310UVPI DT -- - --__ . ._ ___....... _. ..,.... Is Is A00 TiNId _ _ • -- _ --- •• ___ •• •___..___._ ____ .. I )111Vd SMITI vaaais * doll A0010JCIAH N3 0 ....___ , _ ........._•- • .4 AsvaNnoe 30VNKI0 -_ --- - - ................ .009..1 S300N N33/AL313 341.03431 --- IC” * a . - - NO 11 4'..6 As■ frea NOL14913S30 v _ _____ _.--- _ — - ---- _--.- ---- , .. , ) - - — - — 1 3 'il 1 e' ILMNOS30 300N /7;\ rEtal:t N I ;7; I v roci - \ 4 1 ono , - -..... A3>1 _--,7- - , ;•$: ,,,,, : 5 " -- ---_,•. -,.....„ • -- o fiff: 4 :‘, 1 _,.4 i • __ ---....., .0111.1 •1 • ei 0,4 Ill % -,.. g;\, ret P *.' : 0 1 5; 1 1 1 / Ailn / 1 ReIV d • me . ,F Ink 1 . A . ar!!!■ m IOW 0 . , ! I .; N • • =_ : • 0 H 21 flifld . ...., .1 VAXelVd , ‹,..... _.... .._. -,—._--.,...._............................... i . i .. '9£St " rla " elZ/PV4 ' . td 45 ., , . 0 -- i i.„ 1 '14 . ,-. , -.- -- Q0?:farcv • ck R 0 % i #77:---• .... 4.3 ;N. C....4 . Or S''. I , : 1 ,,s it 1 ,,, -----,, ------,____.2":"....____„_,..1, „, --.-..... ------,...._J-War --- L i I n .:*, I ',•=1 4- 4... ..,_, • Or. ' ;,-.,- ; ; atirtk __..- „..,.....„,_. .„ ._- ,.. ., • I 1 -- — •- vF - N' i : ' 3* ■_m_.._....... I 11 ... ,„_. I 1 i . • 6? ' ..., ... , ; • ; .. al 4 46 , ' 4 - 4 411011r il ';,_ . ,; 7 1■ _ - •. . / 4 I i . '-. . i. i ,/ CI i .. ■ 1 - . ' ■itratt . : ttl ;A 1 1 i.irth, ,11: ..I : .T .-. A.. •• I '. ' 1 •–• "' -- ,- . . " • •• , i f ..„,, ... ft"-.. i 'fit. ''', MEW ,..-. 4/E•ft 1' a ' ' n 1 - • . .--•.:- lair ./ . :_..--. . '1 . •:1137 :.I' 411/1111, . . . i. 1 • ' %, :it .. 1 ... •i:". , 71 pci ,_.. , ot 11 , . A nu 1 wrars• ., ,-;,. - .11 , .! z : 1 . f •- - ..'' . .. f I 111111111r 4 ill I, j - I • M „-' ...- . • i i , , II sr: - a li LI% . I I _ n , 1 1 $:*,.. -., fr ? 1 . "I''''i .. sii 1 . 2gro, 7*. ' ' di 1 . I 2 ,'. i ll . *.k 1 - . .. • .• n de ' '-,. t- "' ' 4"4Hq0DOS sake-, , ' , el ' : it i, ill •,,,,,„. ,, „,, ...,".:, ._ t_\,,, .....,,, MEP/ 1 :” i .-..:,. t-- ; art • ' . ATIA t I • 4 XII • _ ammiokr • ami 6 Nur 34H i ........ am. 1.. ri ,i5is 1 .• '. ' , min v .4..1 -„, - i U q l 1111111 I I - c 0 ,.....1. I 1 ,.,. , ....-. k ' . IlL k . .Ff --420 \ r--- .., a • ■ Ai ir4 i - 7 ' . . 0 ... - - • -' . ' - .. , . N . 14 1 r4- i i :Pe Ai 4, -...% \ A \ 4 , I i , I .' .i . . , ' • ,„ ii .-:” t .1 T .._ ''' . ' '-, !i ""` 1 wi it' 4-.1#kg _.° grk 1.mrw.... ...... t -- 1 ' )1 1 --; . ... : .. . .. : - ‘.... : - r --rgr, .. : .. , . twos 1 1 .\/ ''' ''' / ; '' '''' ' • .- \ , I 1 4 1 ... I NM m i X . . -' Mil . bg fi : P . . r i 1' ' . . • . •14 /ark II Art1111 \ Ink i tt 1 III . A „, O r. r14130? I Vi ld P ' - Mr i 4 11.11 . I-. ,: , .. s• 1 • ,, . IIIII0 ; MB i MO \ . • P...„,.. ig) . ...,.... P' ''.. -k-• • me -- •A T *.\ : 4 *: 04 Il 7 , I 1. 4Ib • ... ' : "..k Nait • ••••-- 'OK ,. ..l i D • r AI t ' I ,,. • . . '1: : iii. r-tnr,P flii1W- MMIL="1"- — 15 r°°'-:-'4■11 II - " ' iial'' -n 41111111111111101111ilfrilleilligiFi — .° 11.m.Aillig. Pit, _ vms.r.,t■q - . so-mw-m,-Nor--- - N 03 -.'"••..,Niat anNaAv SI1,2:1I1 0 9 _ ' , I; ■ Z e, • l t5 . . ..1 U OGt� ( flt ■ 0 ri n —1---.---__ +�rranr vans - i J ct P. ' � ' -Ib - -r Fr -� I i'' it . i I -. Z ,.\ j a `, 1 I i i I t; 1 1 1 1 I \ \ 1 I 1 I I i t I U] f ) . . i 1 I 0 1 t lI I 1 `. I U [III' i 1 '1 «. i - ' - • _ -. I 1' 1: X1 s 1 1 1 .y t 1 1 I 1 K B 2 I , s i � 1 i.I ' i 11 4 1,) 1 1 .1 a1.;�1 I � k 1 1 '�' \ 0 r I. ' �4. ,' i I 1 el 1 1' I • � ; � .0 GiI s I 'I i / i iti 1 , 1€ JI •111111111111i 1 I„ • / I M . # ' / i re o - - r� 1 < 1 I I j i / I: 1V 1! 1• I I 1 1 11 I • I ,i ter 1 i I 1v A 1 i i 1 i 1 I m , 41 ' 4' 1 • I d, 1 1 1 , " k 1 1 i ; I J e \ 111 I l � ; 1 1 1i 1 1 1 1 1 • 1 1 I � III 1 II 1 1 1 • \ I I I i i I I i N� ► I ., I A I el D 1 `''^ t Il 1 1 I 1„ ^ • y 1 1 1 1, 1 1 : < 34A. - ' - I .. N , 1 i 1 [ �_ a r 1 1 1 I &= Y I 1 1 " 1 0 ` Ai, — ` �y Q 1 I I II 3 c 1 I 1 I $ ; • f ir 3'. I CI' ' d 1 1 1, ; 1 / 1 a a 1 i • •�a ♦. I " 31=322122241 44„ ,' j i 1 1 a� i 1 I i` ' 1 —4 . 1 I I 1 . F 1 1 1 I "N • 1 ID 1 . . i 1 " 1 1 I l 1 b�N'ti 1 W " AO • ! 1 '' I ! i --- ■ U O W O z pp i O j �p 1 I Z N WJ V W m w a E.• U O!N' ,-!(pIM1colcnINIM10) ! Mi0Dl0'I--,co..- INIcDicni wtap,u)!N':NIN F- 0 tnitn!MiO ico 'M100,�1(pICOIOIN! - IODI CD ,- Icv,v∎cOIODILn-�I(p'NrI • MI-IN • w M 0,,!Mltn OI 1`I CC) !N'�IMIOINIOIM' ICO!a01(p'•!MIM • • �'1"� �t!C ' • • • 0 ' ,-I6'NI(pIOD' " ctIOOINI1� tN10pt1nlM!riO'OIOlcviv!NI(p!f- I J p ' r'—i— NiNiM !M'V!tnIC011--'CC)i010'- 11"ettM f1 , ,, e- N I CO Q ( p101( pIN! 1-I( p100' eIOIGDIN 'r'll-li--iy-iln!I-IMIOiOIOIM' ercoi))I(0100'.N M V' CIO erIO� iII (pl(p'IcolcniCD11nI1-11nim ON � O II(n'! ,-IcolLo!N!!O) I 0 p O' rM litntOpl( pN c• l( pl oil( p NN tl∎ IiI (pi(p !ION )I!�IOD tn O IIOI!CO rI('7 a ! N !( IMn! I- IOIM !( I( p1011n10nl(VIOI(pl1.0 -ct'TQ (n!O)ICD!N 0 'r ININIMI01'V'VItn1Cp!1--1a010',Oltn N'e- e- .r! a o O tn i tn1 010II�IM1coiOtMi aO (OIc1INtaDI611--'VICO'V10�0'ti p N 61001010!1tnr'!V 1 1 , _1( plhMiL lnll� � !101(p!1-II.-IOp!�IO'•<tIN . z O o stINIa0, �M • It( p!r• 01M PON 0 It ao11( plailuilO t�(p iai ,ertllrilf� 1c 1 0O'w - O !,- IN'efla0' I NIIn N N 0 i0Ol11-I1ap �11f-1(01(pl(p;Ol r INIMItnll�lco,,,�irININIMIM!V I(Oltni(pfl-ta010 -Olap ..-ININ IcMltnll--IN!MIM'— ' , -16'V 1a010I6i N ODItn1 N, Nricn i cN 1( pI 0 101N1(Olcn10 IT!OII�!OIOIOIOIC . %- l' O O M!�10!V!NIN . I MININII� ja01( OIa01tn11�iM '4T!,- 'gtlNl(nitnlNl(n �IMiO O OLN'�I ,ri(p1aMp!OIMI(p O' V10'et!OicDIMiOIa II�I( Z e- !�!rN1NINIM V VItnICpICpII�laO,�.� 0 IMICOiM1 6101( p1( pI 'SIN! : � i(ttt l0 w- MIcol1�IM10 VILn101011�10101t�101010'�-lr-' tO I1�If�10ia01N p M10'�iODIM I►�I(oIIrIM! I00!I� 0 OIOINI(vi1(p' ,_IOi0D V tV!h -I Ico'VIOICpINIcoICD'V � Vltnll�lco,e-i�,r -IN ININIM!�!et!K)Ilnl(OII�; ' —IN t1_101001Mitn0' III .IMICOIC0I01(n101011�1(O1010,1 p; 1 r- 0Ir IMIt -iM IN!M1(p V!a010 tVIOl .-I1�11� I�iaDltpll� O NIC1D I�I�'e -1M f t(M tnININ!H'f01(p ( p I01(Oi4IP-IMIet1001(p1o01uiluil IN O O!Ot�l(MIInICAIr INIM! ! c nil, l01 NrIr- 'ct '1ININI61M!M1V!V lt- ICOl0, Z ( nII�iNI�IC011�11�1010D If�100'�10 co tnINIaDIr,lcol0lco ' T ! `niCO11�1a01 M!V1610D!�le- I OIM'V O N11.I(p101a0100!M11-.10 �1N' l et� IQii� F- O -4 e- ,INI(p1N' .-1M!1-Itn1(O'�10! • -161 p!OI00101tti,�!= Q Z 0 010' c-i N!e tlaOl,INIMI �Itn1 1�1 01 M1( p!OtMI(O!c7Itn101(O'rIa011�IN11� r!�!�'�tN INiM IM!V!V lln ltn 100,,� N C3 W a0 I �!�Mi�101MIl.ItiiO!Nrco Vl I(01a01M10jtn t- iV I p 'd•INIODIOIOItn tiN10101M ,i( P 1NItO! :lO ! 'erI t*N1a01r— M ' - � CO d. p 6II_IIA1a0!(p!M 1(010 ( pltnla _ 0!erIceypIMIM1 0 i 01 1 IM -Itn 1 I 0D1M (' d 0 01 . 7100, ,- � N 10 ;04 la x Z o 0itnlcoltnl0i�l01ap1(7O .v-10 Z LL 0 N - co I V I M I t ■Ie- tcolaD lO'1-10101(Olt -11"V a0101a010 Q DO NI( p '�I(OIMIaDI(Oit-IM'�!tnlcoltpll, e-iC5kvi!Nr 11�i4iNI I inl ..II jl ll N O O!.-IN NYll �ie 6 - �I6iM ! ICO VIa00 Im I N ' V It 's 101 COI 1�!' II- 1O n t��IC' 1(pn 0 ! 1 i iTie INININIMIM;VI�tltnil Cp 0 NINIt- I0101NI�i( -1COi I O e- IMII�IMIco!M t�I1_!MICflIODI,ICOIt'7ItnlMiNN co1017IVIa011-I 1. • p NItOIM!V!0 IN ! � I� i OI INItnIOIa0101e ,-1•'tOl •• iV OIOI�-INi(Mlt� 010 ' V 1 N1.-1 , _c.)1 , IN t -10eM 61t O i !�INIM . CO !aOIN NIN1IM Mti IVIVI�IOI.- COIN"- I(OltnlO .-Ihlcoltnl(plco IV 0 col p tMlo 01 �IM 101 NINIMi r-i011� !�Ia010I0I01co1 .-1tn!VIt -IM O It�I,!�ICOICIDI O� C 010!�INIMi(0,�1 — ca IT I(o1O NIMIMIM ■ i 1 I V ICDII�Io! ie-IMicni,_ O INII- Itnir-tM1 i0 p �INIOOItnI010 Vi01NIVIMlO1VIco !VININICOIInlco11� MI aO CAI O e- Itn''Ico1N, . !CD Oi�isti0il� IS O (pllnl(pIMIC+iIO _ OIO∎ ! �IMIt- 10 1 V IOIOO I I �I a 0 101t-! r - ,�IMltn QIM r- OIVIa0Ia0IM V O t -IN INIM!VI i.T-INI6IN MIMiMignicoj� Z ! !, I M i 1 ��V1 oloiln!VIt-i tolco!V aO co L 01010 1 ,- �pIN1011-- 0 0 �' ,- IM t -10ILC iC1011�IMICDIC01(0 - OICDICDI— iO!etltnla0 NII ∎IV 16!e-161t- Icolt- I MIMItnjoilca V ltn coltnitp ,lt� a 0 1010!rlNitnlOO,� , NIM1VItn 1( O 1 1 � I0 i�lrl�r 'NINININI(71t -Itil� O N I A- i �j01( p IcoVcoN I --IMIM 0 I O � iMItiiOVMI�1 „cox pl0 ,TI01M r - J 0 IVIOI(O!VII V I a DI N IcoIII tp laDlIt _ plVlt7lNIcoICO J • ! 01�I N!VI(OO M 010 I1-!1-ININI1ItnICOlt•-10), 1 Iw_i �INININIVII -Io m MII- iVIC0I1- 161(p!Vir•IMINI(OI(OIco10I0Itnl0 �It- 0 oicsiiCO10�MltnlO!VIMI ,-I� �IStII•-IIN-1a0.� 0'V IM1(OIVIco (O IM OIN tnlco COi01aOIN. I ri lODltAI(M NIMi�ICO10 ( 1 ) 0 0101010 ;�INIVII�; ; ,-INiccnic tgiCO 1, X O O I Iii ,-t,le- 1r, ,—I61V10 N 1 Q O O! NtnlaDi�' VII-IOIMI (0101NIInIaO'e- IVII-IOIM tp101NiVj(pla ` ,, v VI C0 1CD1� , ; �t�INININlMIM1MIM! V' VI Vltnitnitnl(OICO _ O Q 4 : -J •a N __co t Nlc' IIn i 1.0 ■ ∎iC) ItnI tni t -1 M CpICI0I�16 •I1�1(ViN It` II`-IVIN, I1�1tn16 ItiICOI1-la0lco II E a b • f9 I --- 1 —!�I� ININICV! i(IOICri, ,, V!er; Il0jOILO 0 E a U J Q 0 I a } tnitn101COIl�iOitn' etlN' d" �'etI001f�!N'd!M!O;O;tp"�7ttn'd �'�i0 ~ Ln M101N101( OIOICO I( DIMIOIf•-IO! 1" NrININII -ICp10!O!N!OINIM'M O M O v'1( OINI OIOIN !1�1(OICO'iIiICOICp!ODitOl1"' 1,: ie-iN II_IOIN;tpICOIN!(0 10!N10i 1)!N,01010!OIM LL O 'r. e-! e- ININ !MiM.v..tr!tnl(O!t...lf" I Z e- e- N N!I■INitnIN..IOiO'.710D'd d 10!M 1-I(pl(plpitn e- !MIOtCO'�'� �t:0>!I�'N M MIO' —It--� -,--! - ct!— I(o10!(OItOiO!N' ! CO 'ihl(O'Nh'�!I�!tOiCOItO'vir- • O OIOINIMI(p' ! CpIi∎ I�ICM!, '�ItAlf7'�I�ICOINIOIM !t_h'r i;eilCpIaitN -.( VIMItp! I !,i ,-!�IN!NiNi(�7if f.)ico�t-i ci I �,��r -tN r In e Ie- tlnll�ll�ltn !N� (piLniCO,e- IN!I�IM!tUI0iC OIOOtMi01Nt0 OiOt<tIMtM �tILn1011010 10:)10101N-10 0 N INICp1011--101001(p Ci(V 0 0 (" �t(O OI( p i00t�IMItnl010 !e- 11�1(p1010'IOIOI�IO�,cIn OIOi�!M!)): , NIM stl( pICp IOIMlt1 )10!Nltpt•- Itp'� 'sfl0 O I ! e- re- ! e- !e- ININIMfM'tr!�ILnItnICO, fO' �iOtOte-! O! MIN. '�ia O N C OIOIM''' v-ICO! 7IOIC OIO! f,m IM1r-7,.., NIf-II�10101� IOItO sfiN' �! MICO! �' �i IMICOICOi ICD CO I 0 010 !r'IMIiAIO "�It011410;,' 1N.10!MII-INI(p!e- II�tMIOIO1Nl1) Z is-'e-IN IN IN!M IM!'Lt'tt lLn ltnl0,,•,- Ln IOOti,!l f�'e -- IMI� II�1� 1IOIMIN! e-IC7101Ln1010D10100!viO, -1")!N 1 M ' I1IOINl(O'�INIe- OICO ICOINIOIMINIOo tt' N!Cplt 1(O 0 i1-I 0 _ MICIL OICOIOICOICOI D I MiNI _ ! MI Ic CD I n j ifN I • Otp'rIN �IN ICOIL0l(O O ;� �!�;� N ININIM IM!et�Itni�' � 10 101t0IN11- 1N1 01OII- Ie IM ' e- Oi( OiNll�ltpl( OIp p 0101t01C01 (pl��I(OICDIOtAICOIO Z O e -1Ln1N a "Lc)i`Y IOOIMICOI (Oi1�iol(flltiCOit+itai I Q O O!0'e-INtMItp;Oltt ' e INI I N'�!COIOINI(pIOIM NI M- q-.ott010O, ,--!- Q O tMl( O1 00;, If, ICOIMi tnIMI1 -IC01(UIOICO'•- ■COII-1011.01 -Il j J 0 001M1 (pl(oICOiMI(-.,0,�IM10'rIN!M'tf r-IN!�Itn!m-10!efltp(DII�IOIN • Q LL 0 e- ILnle-!OIMI,Ics)' nle-10 CDIOIMICDItp r l ( 0D 1 0 IC Dlu)f Ni,10 _ OICO '� I(0Itn10 I W a pl0'e- INIMICO10 -ININ M DII� , � , � ! •- � N 0 a IN-ILniNIt0iC0l010iOIN Z o O I� 010010; I �IM i OItn !,it710100 -.101M1M!�1001M11�j Z Q o e- Itn!e- ;Ole -II�I� e- INII�ILOfMIC010010 0 i011�1(OII�iOIMI0101C0 e-Itn!MINILn10100100!�ILn10 • Z L. O10'e- e-luil 010 NINIMI�10)'cr I00 I01NILn11-lO1M tp101M11-11•-!, Q O t e- 'e- te-Ie- 1NININIMIMIMItnl001' i� Ico tM!r IN Itn i0I0Dl C - MItAIOICOicolNIMIOIOI, 0 �I� tOIOOI�I�!�1NIOIOIM1N100101 —. .t .1 . 1 -1 - — OI -, - -�-I� • 1 0 t�Icc;∎ ,�i�4,6 6, ! r'101 .!NF I OII , ICOIOIto!�I�IC M I � 0 Oicil,,e-INILnlcci! 1�! N r N r tnICO10D101N m-l(pI01e- tst•100!e- -ItnIMI(pl0 ; e- 'e- le- 'e- ie- INININIMIMItn ti le- I-INIOlr- II- ICOI( Oi MI1�I�lO I N1tnie tll�jCl 10, C �iM OICpIOIOItp'NII� MIOII�11�!e- 1 001010OI.IN • ci c ; 1(UII�IO'e- NI I tnIe- OIOIN (p ICOiTrIll� Nll� cM! X10 !�IMII�Ic�e IOI j�IMiLnlh-loiNICpIOIN OIOICD 0 0 �-!NItnICO, INIM! trIpIC ,� I�I�!�ININININIMI.41 - 11".. O II-IOILnINI(011nit IN- INfNrIN MI�IMII�tM !�I!MCp�I1�1� I M!� � 0 O e- ! voO ICO IItn!tnNlLnI!v II O1 01060!IF IM'1 0 11�1 1� Oe 1 1[r 0? IN 0 e- I fp 'e- I OII�II�ICOie -Itn O!O OI ,-1N' ,iII� OI�IMIt IOMl (plOtn'� CO p 1 e- Ie- ININIM Itn11�100,�I�,�1�, NININIVICOICO D NiLoirs.. �!LnIO!v N�IO n 0 O1�1COIM1C1 ,O 0101C O O11� 0 e- !- I MINIOICO OMItl • ' C O •1 N I Cp,tt10D i Z • Q IM OIOIO' e- IN ,-;�I�IN1 -- co, I �iC01 IN�N I�I Q M IOICOII-ll-1M1N e-'�i01C01e- I .-Itnir-itnicol �10I1�I, E 0 p!e- 1'-101tn �ILn10DlM101v-1O1L)INle-INICp!� ti"'1(O!<t °I°'° z • e- !MI,Cptr'IOltnI1•-■(p, •- OIOIOie IeIMIt 1 COp�� 1 (glOIN1v1(NOIC I M OIOMIeticuico Q ie-!e- ale- Ie- ININIMIVI(O 0 !0 t`10iO10IO10 Oi� J C CDItnILnII,IOIOIOIOi�ICODIC�71tOOICM01�I� !stI COICO!� D OINitnIOltniCOlh-10 I 10 O Ln I1- 00 I0l0 e INI�I Ni, i rl ,-ININI( ,I�,,,, NMI LL Ol0 co O O �1, 91(0 0p1�101 (NOtr-I�IO INIOI— IC00.1gt LtIMI�ICOjMIC N ( NI( OI,ICOi,ICOItnIMIN,,,,i!MI0101M NICOi� X co • 0 1 0 1 010 ie 1 NIMILnIi-lO, e-1, ININIMIM!,tltnICOI1�100101�1r1� NINIM Q 3 0 C OINI LnICO'-- 11- 101Ml( OIOINILnICO1 , -!NrII.IOIMI(pIOINiNrI(p l 0 ` v �IO Di ,- ,,,..- !NININIMIMIMIM! ! v-ty imitnlLnl(pIaOIL'DI(OI1.-100101� fl �+ e O �- N M ' I N. ! C7 ' I In , I to I to l O l to 10 I In to ' i to 1 to to LL E E F c '.lcoioe��IN'- !I.-ININ !I�ic7'C •III'v!C •iN ILn1N1011�ICDI1�1ODI0 II • (6 "CD 1010 Ie-'� iv- INININ; ! M IMIC'/i' �'�i� 'ILO 2. a a in 1 1 MADOLE & ASSOCIATES, INC. Job 126 -1857 p \ 107 I itir Civil Engineers -Land Surveyors - Planners Sheet No. of 760-A S. rochester Ave. Calculated by: Date Ontario, CA 91761 Checked by: Date (909)937 -9151 fax937 -9152 Scale nts 1 Rainfall Intensity Data 1 1 Slope of Intensity /Duration curve 1 0.6 I Duration Retum Period (year) hr 2 I 5 I 10 25 100 1 0.70 0.90 1.05 1.25 1.55 3 1.25 1.61 1.88 ; 2.23 I 3 I 6 1.8 2.32 2.71 3.22 4 24 3.5 4.98 6.09 , 7.57 9.8 I Slope, retum, period, partial duration series(Fig. D -2) 0.53 0.53 0.53 0.53 0.53 1 1 (= values taken from Isohyetals, San Bemardino County Hydrology Manual All other values "interpolated" using logarithmic equations as follows: I -> Exp( +/- Slope x Ln(T des) + Ln(ref 1) -1+ Slope x Ln(ref T)) 1 —> 1100 - 110 / Ln(100 /10) x Ln(des Period / 10) + 110 1 1 1 1 1 - .,ze v70 a czooles wo ,,,, oiS .f ;i7 1 - 9:1 •',/ .'"' .‘. 1 IN , ; .vi 1 :....z. . , o . , ,, n_ ; :csi ■ i ws :: (/) s --4. • • ' IIMINIIMMINIMIKLi miNversou .'; s st 4 i ill k §1 lit 18' ' ' li • aire wlmila i---1-- Ammo . , emer .1..._____ . . , ..„„,,,,,,„,,-„ mw .,„„„, . , : ; , . .,..:... ; ..... er„...,. __ 44 . ...—...._ -- - -' -7 rlakkalIR IL-11111.11M4- ,_,I LIAO 1 III VI II 11! 1 .E cL — z w o kJ N. , ,, lo...1.. ic:. , a ,. 4,- ..'1 ....: • ' - ' 1 u2 _,___ - IIRFPNIPANINUMNiffs'al ., , !MOMS/ a 2 ,- ii11iiii111 A 8 8 t 333 ail , • . LI:4_,M.-IVIIIIIIIIVIIIINWIUmm!4-4.-f--.9116111111111111 . : ) , 4,4izimiamilhik*, 41filliairkisimm..,,,mmummioninmesuc;. rrr...r.r:t1r:r!rrii:rrr.:r1:177.rrF.99,9.1,r-r, 1 xo 6 2 2 . 4 T 1 , , ,.. LILLIILLLLILLLL'LLLttLLL6ii ilAIL ' • • - - — ,... 2 3 u. V ," 0 cz ct e I , I ■ I - - •- , `,-' 1 4 °- / ..: \ - L_____ -- : -- -L... ; r.) ct , - - --- - - - ii.2 1 Cr) a .. - / ha m .-_:_.-±-. -,..---, •• - ---• •• ----.-_,„....,,,,-.._. ..„.„ ------ -- • a 1 1 0 ...... --- .........„. .---.... -__ - i!k- • .- ,./ .._ __ _............__ .. _______.. ;14 s e l f .11 r i I .. ----- ......____.. _,..,.....„, , ,i .,. , . ,,..- , - - . 1 1-1 - 0 - - -0 freit - zil VII 1 / I igZ I ... I I I Plii- & \ 1 i, I • . idiis 5 11 %4 ( ' - ■. ' ! - to., ....-..: - t. 4 ,-, - .. 1 . -ris-z--;4-... R „ . . ; -:.. , , . (;) 1,.-r-1 1 ,....: • , ,.. • -,..-, 4. , X 0 t■-- -I.- 4 .... i,!1,,, .___, ,. _ 44.- 4 1 2 , 1 ,.. 7,, 0 0 It.4 ' ' - ' '- ' -- -4 111 / e ill!1 i X 11 a 6 ,::, E . w g - N.. :i li '. e 4 . . i < g • t • - .4 i ti ' . , ..1 .4g ... • , , • •• T. * 0 . 2 - It ; ' ''' ' '• 36.us ® 1 ' [ N .., . , ....L., 1 5, , ' ' - ma or= P X 1 1 3 . ,i 4 %. ...., • , . „. 1: , . . i - , , 6 1 = ' ° , 6zg§gv, 1 1 - , t 1 : - _ ' ' ; .1 • : , g V i■ 2 X • ;I - ,..1.,. - 1 I ' '" olgi A atiro■s, ,,,, - A , ,, 0 m . 1 ,,, : 1 1 1). - I ., _. -_____ _ . . .. _ . ''' - I o . 1 - , _. t Zz , .. . „ ' -3 ks I I ' i ,. .. .. 1, i - 0 , , • , .!." 4, . , I 1 r --- 7 ------ 0-, 1,/ , ..... .- •k e ,.. g ; ;., ' reters4 : ' ■ rt . ■ a; es, , „ a = ---- ki' . - 1: ' f, ?iia ; t • ., . ,! ; ' . I I I . Z . _!.;'9._...... (.1) , R t! 1 ........4,-....i„......* td ..1 . ., ir '. ;:pi• -- - . i i . , , . .k., i I • 4 1 ' a ! • ., t ', I NI ft z i * °I R I sk i gs . 4 ,-- , 1 vt -• 4■1 - . ' 1/' it" il 11 i Ir a *7 0 ---„-- } , , • .1. • ULMIIIMMMME ' . - 1 1 i N ' , . • i E ' V % ..- 1 ..... . ,4 1.,.. . 11 • ' e X OMMORAMMEM g Z ., a R V, al' 7 , ' k . , ... ,' i I ' - _ _____ — ...,.. _ _---1- , '-'- i 1 t; ,_, x. . , .., - ._s . . .. . .. 4 / Z A -r. L- ..1c ,,,,,t , U ZX -- a , . '. .'t:a . ..., ' 1 I ' § Is sx sx ! hi. - t a ,, t i!.1!;;i2i i i 11 I; I , ... . :1 ,... • - . .i. G r. F , • ' - t ir - . 0 ' ' , . .. 0 . 4_1 1 . e -, 1, ... P0b..1R R j - . .....?" 0` gr'sa' TS ga l iak & PY 11 il 1 , ' , ' .. o . , .. ... ...„,„ • . . ---- - „..* - ft. '.1.- /3 . __ , ., _._ .st- -• 1 kvt,v0swg...... gt. Pi i Rik' .4.H i .... vtaz v ,.. ___ - 00500000g 0 © ."-- 4A ' _.---- - 0 .., - 2 . _ •- - r p, ___...., ,., , X - ------- - 3 Ilk ,. i s ‘ ----- . --- ', , -- : . il .. 43 : ' ,,,%:, I-- — - ----- - ----- 011 . s co- \ . _ - - - i i _----.- - ---"-- ' 1 I ' k 11 14 V APRI41 N ' g i i J - ----7- 0 t.tv 11/11$111/2 RaZZ gi _------ 1 ,.. _--- i . _ - ■,......., 1- ig;N1 _----- 1 _----• ----- _ -- i cggg.4.41 ii _---- .. _ ...--- agggggill$ i v ....- 1 ,... •,... ...,. .,... ...- g ' glggg - , ___ ---- - AY "or q +moms Slo ?ac umwp wioJS 'LSBI - 9e1 N ' i " " 1 tle • 0 s Y $ i. t g Ii a , fl { .. % \ h ,r' ! ! 1 ' " - ! _ .g :i 1§ gg k g t . a f * ' ; tt �cl / / �i s g $ ■ i . i 1a 1 ` t - a � � i $ r i 1 � Y 5 ; a s $ 1 g ' -y E y $ pp Yb i i I _$� ` s = � i a Y as R \ ! \ 1, r,t $ t % 3 i a i E 7 Y , • f p 11 . , ! t o� t e a j g • ! C a g 9 5 i E s _ 5 t � \� 191. ! i � " 1 a ! ,I ! i 1 l t: t t I j E i a a l i L ! 5 r i a i 4- I 11 Z 1 g t i I1 3$E a 1 "I e I Air 1 f $ $ 11 7 - s a J fi - E I :!< $. 1 Y I u v� K . h $I 'I P ; , t -i I �� l + � - a`a ea = $ ' „ a s a a .a ( / : G i 3 gE l a e1 i 1 @ I>t a $! : I` ;: h i i QB i i i + 1 'i It : ;tt 3 : l - ` € E I 0 k II; a . 1 a Is a 1st f E� �U 1 7 ib' 1 gl ga g 1 ! 1 ! t : .h e � � ' l g 8 ! .. l! s i s ag 1 1 is ` / a , ldlI 11 v i . 11111 . � 8! as tI t aci � c I $ �ulYs�Y r �i V 3 ! )11M.1 II � r " a1 _ ot �i l i Rya a�QS � , :ffir 1 Zwl ,:... zal i V , i!* 1 il .. — � ! oEEEEEEEEE F EEE:' a D - g6 la r _.?._,._._...� 0 :E - E : io lin 0570 i � I . 1 v a 1 ' I : m���EE i� t a s �. Q WHEW 1 1 I I m� �ti�i� l ' C i a `' I + i 1 gill m a' 17, 5. IgN a = i ii € E$ a = = 13 g! egs ,s € K I a g k a : c ; ! «; € Q I - p $ i ! t e i i C yg i` • ii•ai oil in, Yi9 a ' = 01 . a . a gt• I i Ii :i it a a :I t a €) 3 aIt* - s-- t = 1 el : I E ■ � ` _ a ! s ! i II! a yI g � 3 � 8 aa. 11 y E .^ 1 F ul 2 0 : ! 3 ! e 1 9@ i^ _ �. p' . gg • E El t= u= r e ! : ; ; ee i ce a s I E! 1$ ilLE! i a 1 i 1 Ei e ! ; t € . p l i s = : �1 s i s fi i e _ ` iE 1 1 i es to >]aa ii a9 I a $ t z = $ . 3 e E r� s c :g gtag !!-,.;1 53 a a; i ; 1 ' n s i . I ;! ” {. h i 'S . ! �•! ! c iE 9 ct 11 i $ i . rEa e i 3 1 1 $ ae.$ r i a^ $ sEe ! 3 I _4 1 =' § i ; J _ 1 1 i 1 -al , S 1, 4I s5E I II cif 1 a a 1' a t 3 J :k 1 C gxa Al r . e 3 a W `d i $ s 1 ` I g .1 1 • I t l P I i I = gi ! E I $ $ 1 E i$ s I$. I slli iK N sa1 al$ s i ! ' a `al s t t g Ilu 1, a. a ! I i;i1! @ €• a 1i s � g i 'p 1E a F1 3a g a Ei ; 4t aya it i i E ay ga 9; p ^ aE n-. I . a ii £ Y 1s a a � t 11 i ^'t i'I ; i 1 I.E � I S el E :s s a i ¢; s Y i . I ,i l al i. a s 3 _ t i I CI., mole I I is t. lI i 1 1 a is a eE teg E 1 a H `d tl a t: I i 1 , 1 es9 s3 a t ea : `I E I " ' as? � s ' ! ! $ ! _ / i A l� Ili oil g Q3. l ' = . 3 : e ' Eq EJ:S sh i aEa j yg ! a 1:i a eE „il I ! $r, i . E i r1a � .._ � a ' f ial � E 1 _ .si. Iay S. : - a a g Ili aate e al: -: �g Esc: ; - a$ $ 1: -s I ,i a. iII , � g . _ .� EI�$ I p e '.. a E s e ^1° a E E i ' I a s•a aE l AX. � j w L--------7'- - f liaii : i ii$EI :51! . . dig: i Mb t ill. !9! II d, / / _ - € l e ir 1 F ti ' t t ' :—i v 1 .gii r ' 1 a i t! 1 '.i1 a 1. , 1 SI ' FT �� 1 _ o "a " i s t € 1 I ; I J W J r u ly 11 � 1� 1 i_ UM . .441 a III ra ; _> h .. _. ,;. 411 V ` iii _ - 1:4= � m o g _ IL i :j ' � 1 i ; ,�' g o l $ � y 1,' �III .LISL s,i.aual J. , 1 t., tt i a :3 24. c1 , �:..w -.. I _ p,,, ME C f I: Y _ °t d 9 It 1 1 y � if L I: ^ L I � �v 1163 =� .: i 1 el N ! Ili' lii__ j ii s pp 1 p, •r,: � di l 71 � .' . _ .. 1 ! iEi JJYYr �YY _ P rE i i■ 2 a 'e �, g` ge E lne . . t ?1 s s E e � . i E t : P! a f • ' E �i$ s a e i iis i t t t t i rr J iii t a s s = s i - i . ei F>r $ { 1 1 a III • ' ,! c : 4 , g r! i s i ' e e 5 - . I< ea 1 Ail a I i lex 4. 3 e I $ I s s� ' , ! � ' = aei E;ttl 1 1- s = t A " I I v a , .la! j Ih k t : qq 1, I: 1 t t t t � w , , ! a g ; a" sa a, e g s K s s ri i'e s E +y� €a Y ' ; to bi = a s ■ ,- ; 0 - 6 1 11 g � I - 1 1 0 ! I I s -a . ft E ^ I -;Nit ;, _ : ,# i s1 i • a i b l e a t !} i i t i - 1 - _ + z e G, _ I t I �$ :� sti€i; t t 1 ! 1 I II $°- • "s " ': E - s .: - r y. Hi gs -€ - E !tab d 1 a i i t i ��[ tl t r. s 1 ■ t � r . : € = :i I s l t > Y : l N JI i1 e i et _ 1 I , ,. I 1 ir : a= 1 i y atln e a i e "_ " I I r 9 ,.. i pi iI I1 I u 1 s , 1 1 i d - .: si a i •.. 1 p- ='�1.ie - ! 31! t E i�' I i :•.�' t ';,,r; �€ �1 s s. N a� 0 l g , , , . ' ,`- ego e '^ 2 1. 1 t t! i = ttllytaetitt =r ' #tl' = 1i' I�II a� .. ii 1 l :. ... 1 -" s.i 11 ' a 3i li vl - - . _ I .:` i - 1 0 , : CO- k:, 1,1 1 t ; :1 m it Ij I ii ; 'Ji i I1 4G 1 _• � E l P 1 I� d l 1 b b 8 i f I I cl c 1 , ! E � � � � a r » ' ±' . M ! tl 'fil I ; 1 1 I. '4 T 4'1 !I tl?' r J • a t i - I►' pi : :lltl2iISts... _ i 410k iI$ � `ii - = -- I n I ht I ss�raia mss=....; Y y A i ; - 1110111111ff 1 € I ` < 1 . _ 1 a ��. N± 't �Y � ' t tallt� 4 t c I 1 . - a r V III �f I !!�. r " � i ; E �� �� s� a o e ' i I ! i d , IIIlilr /c, a l ( !� 1 ` 1 ∎mew J ! i r < . ' s ny� rr : u ... 5 i a $ 1 - II :ar fer d maws uloJa wog :a94 -9Z! NY• 6i 1 [ Q �� 9 yy tl a 3 g < Y i i 1 ti3 6 � I i 6 3 °s iee tt y 9 p� p 9 ip !�1� ei e� 0 4! i43 f� g- t ry -.� ; e ee C Il ; la i F,,,,,, e a' a 9Ya 6 ee l t id fig 3Y. o � Z 1 1 �� 1 ; fflfl ' h ! •��� �! e` �, - o G E!J �f : i i i ' t ; �rG : Yb �� 11 i i - _ II _ _ p 3 99 a 6 °a'- i[t�a g25.2 4 IL- 3i Nigel b e �� i� i� f 1 'seQ ►��q� ` .� " g `iy�_ q t i'° 1 1 S i i ;1 ll II � e rr , IP 2I M l r u J r ' hg 111 111 I g pi sp F;'' • J us i:,",i,'; :III yr ; 8 9 1 :: � � "s: __ ap S IC eye 1 a ii 3 9 Eq 3YI s� 4 g aol 13 1 p� 1 11 �1� �� Q i g ��= �- � >r g$ /NI � !�kkk di IIIIIIIillll� ; 3,4 _ y' lb R �J as f,' ' .s :.E. I A; 4 i ii.'ES i ''' Ili 7 ;4! i i : i I 6 1 y — 11 g _ " ' �` \..- .:11 " r i 3 S W i ii t -,. _ '��Ili 1 I! ii > o x" # i 1 [ I . " ' _ - 11 . btl . [ - - Z ,:€ II � 1 ! Y�o� I ! 4 r d 3 ¢� 6 y . ay I E [ d a 0 ¢ F : 1 ' • f ' m L K f l al' 2 m I- o f z y I U W 19 f II c 1 • $� Y i t 1= e L 1! Y QQgg U �¢ A / �,,� it - 11 , �� -. , kC _ cY :1 :Sl Ai 3a ' m m . la g g � ly ,I =1 as 11 =1 .8 ! g III k i Ii gill si $ 11= — — Il— n —il —Il , ,_ ,. ' tl l � a i ;i i j i t-- - —f 1= ■ " ^ a & . a � n _ Q ,� 1 1 " il 21 �O i 1 - . ' �f ` i 11111 a L. z e g o g I! Y y r II,I E E [ } I � : . 1 3 I c W. . i �� rg r' a i r i S � �/ i i N 'a t i W ait r J w a a _ -1 1 a — o f > i 5 . F a 5 :t 1 T q a r V s e 8 ' sI u � �AI gte1L 1 ! !r 1 ! i a b i } ii I EE il�e '� a\ i it _ T !HI "NU NU & i ya� �'I', '' A 4 =_ 0 ail Y 3 k • ._== , _ .� y 1nL I 1 p! '! 1 i I' i II���O i I ���1 : i s i l i9lif1 { 1 121 1 [ ! 1 RIM ' 1111i 1 ti) `I S -`¢ � v 2. n :b 6 !4 E Ee � s y l i' { II!O ! IH { 1 IIIIIIIII i o= 3 1 AEI 1 11 l 1111 =6 < j w 1��� ' 1111 1 y em =pis >.§ g: ; t [ Et F I[11 45 ill= ig liii = » ~-3 t L �� � y e qqt l E �[ Ililll lllll s 6i � E' 11 11 !II 1 11 A1 11111111 lli ; 7 .1; �' " ; — — s i Z '. O aq`i' 1 I3 9 = I y — * i 1 ' E s 3 �+�J • if — � - , i i 1 Qi Z i e n eR If 1� ? . i e . b � ` r h a "a i'' a— �T a 1 , ::.. W I W 1 11' A 1111 1 f - i i i; i I W ,O6 5 m 8 ! i 3� 5 �I ; ,„.„ ,.q..,. al � � _ V e it ! flui j R u ui ij : Q of � � IIIIIIIIIIA '� � :I a jl I q3 IIIIIIIIIII► \ j�.I y " I . k `s. al' i$3 - 1 OI -- — ��':' r7 ' v I _: _ r � ; N i it 1 1 Y 1 ; , � ��� 1 _ '� �; Cq =W • 15 I = �,�: 1 MIME � t p 3 (1 `,a F a " I ,,.., • Imo., -" '4t- gY3 1 ; " . ® = E L C) if © ry ?1/ ,� 34 _+ 18 � w I W, ' 1 1 •