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1991-1310 R recdescv ~/&) Category 1310 Name Plan ck. # 7G Street Address I &J59 / Serial # I Description Year . Civil Engineering . Land Planning . Structural MAY 10, 1991 & 1(E\Jt56/ 1-/1. -.c¡ I 10F4 HYDROLOGY STUDY FOR THE BRENDLE TOWNHOMES DESCRIPTION: .,ø;~~?~:;!!:;~~" .,',.' 'Ph",11 ""',"'~ 'O~~ r, ;,/ 1,....';:'- '-~':":" ¡~:ý-j~\ .,,' /;", [ì.) t I' ...^\~ Ii, ï'",,',,',',. ,/'(.::-::,,\:J-' . <'¿;;'~"""«">"\" ""':/' ,,'V "'.~\'"~,,,:'," /",.:'" ,.J '~-:;~""'/,"\ Ii .:::Jl j"'" \ '::;; \'¡ ",' '-". ... , f, " ,,', C ",',O, ',",","~ " '",' ",', " q ,jJ¡.~O :-.:J;¡ \\ ~ Exp. 12-31.-93 V \~.. '*/1 \\ v" , r \; "~1 , r.","'"", ",': ,;,.// ~7 Ii.' ":::'.;.L:. ' ....-; '>:-;/ ~~~, Or: f' ~,'!:\;\'~' ";Y':;;:::~=-::-:-.:.,; ",:L-;';;' ALLEY IMPROVEMENTS 2368/2372 OXFORD AVE CARDIFF, CA 92007 RES. NO. C88-050 OWNER: MR. STEPHEN BRENDLE SUNSTONE CORPORATION 120 BIRMINGHAM DRIVE, #110 CARDIFF, CA 92007 ENGINEER: LOGAN ENGINEERING 120 BIRMINGHAM DRIVE CARDIFF, CA 92007 619-942-8474 , I. i i; II ~! 1 ! ,.. ..., , 120 Birmingham Dr., Suite 110 . Cardiff-by-the-Sea, CA 92007 . 619-942-8474 .to-Ç4 i" 1ì~I&.J o.1<\,ER.,A - -So P. ~,J"'f-} 11"DE~t~J ~ 'PRoC€])!Jf2.~ M~JVA~\ '- <¡:<k'no,JAt.- 1!>RMù LA : Q -= CI A - LA"'!\) 04£: ~ÆoL..t(\ -IN \ l' ~1'P&J"'h ) ~O(L t.í2òv,?"-p" - 60 '11<. -?ío1< M j(. ~11)ROLD~" A::: t?D (00) ~ t?DOð F\~ i:: -?t-AI J .¿ 10 Mt,J lJ~ tOMI j, -J::; '8. ~1 IJ / ~R ð H :; '2-D I c::: D~Øc; ~o::: -zxo:: 0.1, 0 Q'jó ~ (),tr:;(~,?1) t~D:):; O,~tß (1rYfAL ])RAI~ ÞrC;~ ~ ~ IfE:) 1]., . J:t 'D 14\1J L- ~ c: ~ ij c.~h:c..k CA?~lí-J oç AUrE"¡ oseCllð...\. i- ) al ét K C- It r kc. \ 'T , t7 ¡: ¿;"J2 ,+ TED l..t L-E:r . ?J) t~h CkP~rr-l /\I~ -r-l t~ -PtP£ - ~I~é 'R1'j',,'RA-P. 3 of 4 QF)ö::: 00 '5Cf~ r'\ -:: o,Ole (A,t..') A:- 11z. (..1 ,,)(í.t7)-t 1/1 (I~) (\):; 0.'4 fí"Z. I f I~ 1 l..~ I~% trJ/o I ,1(;,' /.1.,1 ~' ~ T ~ ø. ~ I { T - A LLt -I ~c."p 0 rJ a ~ l, ~t(, A ?.L/~ 5o'k :p::; 1+1,'3::e,?1 'R:: (). 01'7 &CAf; L 4~b (f),~4)({),D1r:?)~(ð,()~)'/1.::: O.1'-?CFS > ð,~fS v--~ D.ol~ CA?Acrfi Df AL.-L.£-j (-) AVEù>òAíË ~1ED ~JL-E1 -cH£u< ckPA-C.lí-t of 1/0L--j1)f2A.tJ Jo, ~ ID J ~G. CA-ItH tJk5/,J. ?=- Z(151- 1'7) ~ 64 0/1':0 D¿Z ~ ().ooG ,JD1E: 'ftJ2. C~A1tf 1013, ð1,. &/p \$ Ðfç: GHkr2-T, 'fHÐ2Efùrt£ A~ A\L-, rt£AD Dr: 0, to' I ~ k'D€&JA1'£ 13 ,. A- \ ~I' ,f 4- òf4 - 1Jt'? E c'ÑV At r\., /fR'I (, II We. ~MODI H -pIPE. Diameter (inches) ... 6 Mannings n ....... .010 Slope (ft/ft) ....... 0.0050 Q (cfs) ........... 0.30 depth (ft) .......... 0.27 depth/diameter ... 0.55 Velocity (fps) ...... 2.72 Velocity head .... 0.12 Area (Sq. Ft.) ...... 0.11 critical Depth ...... 0.28 critical Slope ... 0.0048 Critical Velocity ... 2.69 Froude Number .... 1.02 u~,; ) hll We, "'DíZÁIJ "Vtt>f /JJ / ,Jð. 1. f3A-tK\~&. 12IP- í2kP ~(à)Jí£b "\ TAILE 2 IWHOFF COEFFICIENTS (RATJ_L ItETHOD) . 'pEVELOPED AREJ'S (URBAN}. land Use A - Residential: 'SIngle F_i Iy .Ita "ulti-UnitS ."5 ."5 .)0 Hobile homes ,aural (IoU' greater than 1/2 acre) '.. c_rcial (2) . ~ IlIIpervious Industrial (2) , 9~ IlIIpervi ous .70 .80 HOT£S: " CoefficIent. C SoIl G1'oup-(i) . - C - - .. -'0 ~ - 55 f¥70 ',~~'" , ,,' ,.65 ."5 .85 , .95, . , (J) Soil. Graue mans are available at the offices of the Department of Public Works. .. . ' , (2>Wh~re actual conditIons, deviate significantly from the tabulated l~perVious- . ness values of 8œ or 9O'X.. the values gIven for coefficIent C, NY be revised by ~Itlplylng 8~ or 9œ by the ratio of actual l8perviouspess to the tabulated imperviousness. However, In no case shall the final coefficient be less than 0.50. For exa=ple:. Consider commercial property on D soil.Jr°UP. Actual Imperviousness .lts .50 .50 .60 ,.50 ..35 . - .55 . Ita .7S .80 .85 .90 -SOl 'Tabulated l8pervlousness - ~ . ' . Revised C -~'x 0.85 - 0.53 . 80 . '. .' , -~ . . ; .. " , ... . . . , . IV-I.-9 ... . . APPENDIX IX-I &e,v. 5/81 , . .-.~ F-"""C( -"1 ~ ~' ~ ; ..=t. r-.~ . COUNTY OF SAN DIEGO DEPARTMENT OF SANITATION &. FLOOD CONTROL 45' - 30' IS' 33- ItS' P~"~.d '" U.S. DEPARTME T OF COMMERCE "A"I'rOWAI. OCEANIC AND AT OI"lfEmc ADMINISTItA"I'rOM 8PItC'AI. ITVDltl 8ItA"CH"O""ICE 0,. If OROLOGY. NATIONAL .EATHEIt SERVICE ÞO4 ÞO4 . t 0\ 30' liS- 45' 30' '5' 117- 45.1 30' IS' 116- ""-""': - 1.:'~ '. , '_t"..,t ~, '~. .~ .'- ,,9":"':", ..- .. ~ po .... ..,.j '<""Of ~,,~ '1" .~ ~ ~;¡ tI€~ F~ COUNTY OF SAN DIEGO DEPARTMENT OF SAN ITAnON s. FLOOD CO~OL 45' 30' IS' 338 45' u.s. DEP^RTME~~ OF COMMERCE "ATtONA" OCEANIC AND AT. OIlP"KItIC AD!\ItNIIITItATrOJif ,paC'A" nUDI!. 8ItA!'fCH. orrlC! or" DROLOOY. NATIONAL WEATH!R 1!:ItVlCK ... ... r > f - ,..., 30' I1S8 , 45' 30' 15 ' 1170 LJ51 301 15 ' 1168 . '~ . -.. '.....'.........' t-4 < 1-1_-..101- >' I ' ~ 10 15 20 30 40 50' 1 . - JNTENSITY-DUMTllJr{ DESIGN CHART 2 . 3 4 5 6 3) t . c 4) I.. min. ~n/hr. *Not App1icab1e to Desert Region -. . APPENDIX XI IY-A-14 '"" :- ~~ '!' 0':- - ...: ;:: a2 ,i - r.o: :; £ ~ - -- " ... . ;.;; '¡ ! :; - .. oJ .. . - '" .:t ,W: ~. .; -. ~ .;:. ~ "::; ....... ','" ~ -/: E :... ~ - - 'o¿ :L ... ~ "':: .;¡ ,," -;, -' ;1 ~. -=- ~. - :-t ,~ 7 .. . ~ :! ,~ & ,¡ . If .. O'~ o':"-':-:',.~,." , 0 :;:...::,'",.. .'.. ",:;:."::",::,:", - ,'1 a. 1-,""", " .' .' '.~,;,,-,~:...:....' . '0' ',".~o_.,-":'. 0:: . -.=.-..:.:.. ~ - - - --- -- 0 -. - ----'. 0.. .'--- - -~;"'¡:.-=-.:. .l - ',',.. -,. - ._"-,-_.."_o...o"'.p.,,,,,,'-.Jo...,l.',"'~',,: ,-.;'¡,' ~.:':- ." ...-:--:-.. '-~.:~~=-o:.¡.-=--=='-' ~~ L ' : " ... "--¡¡.~ii...~~~~-:-" .."::.: :........~~':."h'::-~":';'o,.. o_o;r ,,-'-' --'-=-~~~..1'Cr".':-~-' -, -~~~ ,:,...' ~-""';' , - "'"'- . ...-'. !Ijj~~ ~I :-:.~;~: ~ .. " .,' ~, :~i,r- ,~ QI~~~Ë~,~ n ~ o"~ Jri~~~ I ~g~~ ~ s:-- -- -- ilJ ~~' ~"7.:: i~. n ~,:~...~, III ~:o::!1"~"'" j ~~.... ,"" " , ~~ ~~Ž:; Y£f ~~:~.;.:.: ¡j!~ ,.-~:::--::,; .,;~ ~..;,;,,~": "":':-":- '~I .:- ---Ã-~'=- ii-I, ~~..~' ::--' 1 ; ~-:..--,-' I' t'~-='~~;:'::: I~! ~~~~~~~'l' ,., J,,:?&=.-.- ..:1 ' .. ~I~ ~~~ I~ ~~. --=--~-o , '.. .~~-...J ~;':"o ":" r '~Ia ~~.':~ ~i.-:'~ .I'~!~ ~..~O:~--.;-. 3; f~~'::f, i;.r.:~; , .~!; ~'_..:.~:' I,,: r,':~-""",,,,-~'::"-':: ':. """---_-0 !,-':',"--~ ,'" ~.;.';"""o;-.,;.::""~-:: .;;., r~~~~" ~';" . ;.,1 ~~~~:). I it! I'~';:'¿:" I :;í ¡:;:~ -f.~ ...~ : J ~Ü ";¡ ~~~~~. , ., '!J 'J; . ..::ç:;..'-, " : . :Iï. . -' -, :.~_-:-;;;;-, , 1. ~- - , -,- . ,,~~ ~~~" ,; "~ ~~~, '; ~I.r ';.~...~ - ~ ~~ ¡~. ~ ,c,~.:, ',,: "~~-¡--- ï:. ~_.. ,~~ i~.' ~~t: r;:I ~1::.~ ::., ~~-=~" ,'. ~~~~ , ~~~~. ~ m;.~ ;~~ ,0 ~~.,. ., ~r.:: -... ~ ~~L~~',~~ ~ffir'.I' ~o,:'~~ 'J ~'"""S:;:-7R'~ 1J "-"" .11 ".~",.;.r, \JR'8A.J blZA.eJ ~E.. 11 . " . t TIME OFCONCEN11U.nON ICCO I ë.'1' . Q. a ~.!! - .1tJ "lII cll2 /. If I ,I ./ 800 800 - . . ... .!: . u c . - . ~4QO . > . ;:. ~, c . ':: . ~ a :zoo '. a : . ,Plgu'e~1a Ov8llandUmeolflowaraøh. .. , . '. . , ~. ',,' . l ';.. _...:.-~'; --r - t.:...J:'-----=-~", I T ~'.'" ,:-::',' b ¡ ." --c---: W ~ 0, . .' , . 1 '~ '-~ I-- 0 --I p = 2 (0 t b) A. 6 OW , ' , 0 . '. '. ñ CI - ;- , } " <b) - I I I I I I I ,- 1/ 3 -"V I ~~il Ii ~ Ul,f f' I ~ \ IV' I I =f I I I,VI ./.' I '~I' I ~ ',::! " , . ' -::. - . . . , . ' , . , . . . . Civil Engineering . Land Planning . Structural MAY 10, 1991 10F4 HYDROLOGY STUDY FOR THE BRENDLE TOWHIIOMES DESCRIPTION: ALLEY IMPROVEMENTS 2368/2372 OXFORD AVE CARDIFF, CA 92007 RES. NO. C88-050 '-'--- ~~I';:T"t',-"', .>--::;j ~\ \\ U i ,-) ',J ; i:;ft(~ ¡f',c,~,(~>/. ,~, ~ \,ÞI ~ 't. ~',~ V:",I'(~ 0/1"'. ':1- ! ,,) <.'\'"' "'11- \ (:i') ~.~ .. / \I~ C '{l~ , ',' '<l" ,'V \ \.. " "~ -< ,,' "~J:' . , ",.<;<":'\ /7 1110 \~:::<- ','\ \; ;~/ """:'~:::;';;:;;;;.:;;,;;;;:~ OWNER: MR. STEPHEN BRENDLE SUNSTONE CORPORATION 120 BIRMINGHAM DRIVE, CARDIFF, CA 92007 ÈNGINEER: LOGAN ENGINEERING 120 BIRMINGHAM DRIVE, S~ 110 CARDIFF, CA 92007 / 619-942-8474 ¡ 120 Birmingham Dr., Suite 110 . Cardiff-by-the-Sea, CA 92007 . 619-942-8474 . . ,tot4 i, 1ìE?I{;.J o.1<"ER,A - -:So P. ~,J"'f-} IJ"DE~I~ ~ -pRoC€])!Jf2.~ M~JV¿~\ '- <¡:<A1'lo,JAt.- 1!>RMù LA : Q -= CI A - LA,JD 04£: t-..ÆoL..t(\ -IN \1' ~1'P&J"'h ), ~O(L t.í2òv,?"-p" - 60 '11<. -?ío1< M j( . tt~1)ROLD~" A::: t? D 6 o()) ::. GDOð F'f ~ {:::-?t-AIJ¿(ÛMIJ tJ* lOMI J. :r: ~ ~.~1IJ/~R. ð. ~ =- zo' c:: (),ec; ~o:::- %0:; 0.1..0 Q~ -:: (),t'3 (?lY7) t~D:) -:: (), ~C-ß (/101M.- :DRAI~ ~f. ~ ~'fé) 'ji,. J1j'D~L-'c..~ ij CHEt.k CA1r:>Ac'í -1 oç Au..~~ "5EC11D~, .z.) c.HEtt< c-~rÞrc."Tí 1'J: 6~A-1cD l..t L-E.í. ?J)C-HEek CAP~".J /~a-œ. '--I ...t t',p~ - ~I ~E. "Ri'P.:RA-P, . . 8of4 - A '-LE.-I 6ELl'toJ 1 Y-- {)..Ð\ ~ .-L I.o~ ~ O.I~ . T \ 1.i11 + t 1.~ t INVERT WIDTH (feet) ... - 0.00 MANNINGS n ......... .016 SLOPE (feet/foot) ..... LEFT SIDE SLOPE (X to 1) ........ .0060 Q (cfs) ............ 0.30 7.14 RIGHT SIDE SLOPE (X to 1) ..... TOP WIDTH (feet) ... 75.00 DEPTH (feet) .......... VELOCITY (fps) ........ 0.09 7.39 0.90 VEL. HEAD (feet) ... 0.01 AREA (square feet) .... 0.33 P + M (pounds) ..... CRITICAL SLOPE ..... 1 CRITICAL DEPTH ........ 0.08 0.0103 CRITICAL VELOCITY..... 1.11 FROUDE NUMBER ...... 0.75 ~ 1EP JJ L.,~1' -C,H£N< CM'~rr-t of 'POL-; 'DrzA.IJ Jo. {¡ tö J ~f. CA-itH t>Æ5I~, ?=- z.(IS-r I~J:: b4 0/1' =' O,¡" (J.()O(, 1? \1 ,.J Of£ ~ ~æ 6-tAtz.,1' 1013/02, ~/p \$ Df¡:: C-Hkr2-T. 1"HÐ1Efù(L{ A~A'L-~ f"t£AD bf D. to. I ~ k'D€QJ A1'£ ,f , ']11 ,f . - ?I? E C,I/V At rr ..¡ ,ff<' ~ tl 'Nc. 6MOO1 ~ -pIPE. Diameter (inches) ... Slope (ft/ft) ....... depth (ft) .......... Velocity (fps) ...... Area (Sq. Ft.) ...... critical Depth ...... Critical Velocity... 6 0.0050 0.26 2.95 0.10 0.28 2.69 . 4- of4 Mannings n ....... .009 Q (cfs) ........... 0.30 depth/diameter ... 0.51 Velocity head .... 0.14 critical Slope ... 0.0039 Froude Number .... ~-~-'- - ' lM~ 1.15 > b tl We, ""DíZÁIJ ~tPt wi ,JD,1- 13A-tK\,J¿; 12IP.12M' ¿;ØJJí£D ' , " ", , . - -'" .~ . 8 -8-- ... tAILE 2 IUNOFF COEFFICIENTS (Mn_L IETHOD) . ' ~LOPED AR£AS (URBANl' " Coefflclenh£ 5011 Gzoup (1) L8nd Use A - . - ResidentIal: " 'SIngle Fan1ly Hulcl-UnlU .1tO ."s .50 ."S ."S .30 , .50 ..]5 Hobi Ie homes .. ' ,Rural (IoU' greater than In acre) -.. C_reia) (2) , . SIn lillpervi ous - Industrial (2) , 9~ Jllpervi ous c - - .50 .60 , - .5S .Ita .70 .75 .80 .80 .8S HOTES: .90 , . .-, - - - - .-, . -- .. - -D. - 5S !:/'.,~: ."S .85 . .95. - . . (I) Soil. Croup llat;ls are avallable at ~he offices of the Department of Public Works. . , ' . (2>Wh~re 8ctual'conditlons.deviate sIgnificantly f~ the tabulated ¡.pe~ious- . ness values of 801 or ~. the values Itven for coefficIent C. NY be revised by ~ltIplyi ng 801 or 90% by the ratIo of actual IlIIpenrlous,neSS to the tabutated Imperviousness. However. In no case shall the final coefficient be less than 0.50. For exa=ple:. ConsIder commercial property on D ~oil.rroup. Actual hnpervlousne5s -50% 'Tabulated IlIpenrlousness - ~ . ' , RevIsed C .}2'. 0.85.0.53 - 80 . . . ; . . ., '. 0 ... . 0 . " . IV-A-9 , . . APPENDI X IX-8 aC.Y. 5/81 . . ~- - , "A. '.', 3.,::1 !!t"'" W!I!!8 , -, ' , . ..~,. "', ,..-1,- r...., ---.I - ~J ~ ,.4.r..~ ,..-... ~ r 40 J-.t COUNTY OF SAN ormo DEPARTPtEHT OF SAN lTATlON .. FLOOD CO~OL 45' '0' IS' ". 45' P"'.~. ., u.s. DEP^RT)tE~ OF COMMERCE ""'7'IO"AI. ocaAN1e AND AT, OIPlI.Me AOMlNISTItATrO1f paelAL nUDIEI ..A IIeH. Ol'I'ICE 01'" ORaLOGY', NATIONAL WEATHEIt IltitYlca ... ... , > I - ,... ,0' 1188, 451 LJ5 I 30' 11']0 15 ' 301 15' 1168 . . ., . .'" . JHTENSrTV-DUMTION DESIGN CHART .,. -1-1- H-H-'..'. - -I-I-Io .- . :: \-.1:1:.:\:[, .,..- ,. >' ~ 10 15 20 ". ...,.,. H- ,',-...,., 0 .,. 30 40 50 1 2 , 3 4 5 6 Directions for ^pplfcatfon: 1) From precipitation ~aps determine 6 hr. and 24 hr.a~ounts for the selected fre~uency. .. Thèse maps are printed in the County Hydrology Manual (10,50 nnd 100 yr. maps included in the Design and Procedure Manual). 2) Adjust 6 hr. precipitation (if necessary) s~ tha tit is within the range of 451 to 651 0-" the 24 hr. precipitation. ("at ~pr11cable to Desert) . 3) Pl~t 6 hr. precipitation on the rioht ~ide I ' of the chart. '14) Ora", a 11ne through the point paral1el to the I plotted lines.., . . 1 5) This line is the intensity-duration curve for' the location being analyzed. . , 0 . . *Not Applicab1e to Desert Regiôn .,. APPENDIX XI IV-A-14 - - .:¡ .i. :! ~~ ... " 'a, - ..: .- - ¿ ;. 08 - 'r.;: :; £. .- -. - - - ... ... . ;;;; .~ ~ :r . oJ ~ . . ;.. '.. ~ ,C -:. ..: .:. , . ;. - . ~ .;:. '1!' -- .. ....' '.~ 0/: E ... ~ - ... ;¡ .- ~ - .:¡ ... -;, ~ ~, -=- .. .., . ..; ~~ . l .e ~ ! .~ ~ .¡ , If , . . . . \JR'BA.J bIZ A I"'¡ A<:.. Eo IJ TIME OF CONCEN11U nON Iceo II ë-aw _ca.O u.s - ;¡C LI/I en /./ i'f ,I . 'I. -I I" "' 100 800 - . . Iao. S . u c . - . ~40C . > . t:- "Ø, C . ':: . > Q :lOa '. 0 " ,PI"".:l-1D Overland Um. 01 flow graøh. .- , . . : - ~ .~: ~..; .. .' ~....~' ", ., . , , . , . 1 . ' 1 ñ ~. - - ,¿ '~ . DISC¡.I/':'FiC:' pË?I~olo' 0.1 P~::R!M.:::I..:: 'JISCH;t~.JE p~:t F,:'>g (ìtFIA~;::t..I'I.:J 1::, """r."'I.,..."!,.1",~,,',I,.,.;,,,,:...,. .,!,..,...."":!"""""""'!." 'I~'.. ." , '... J 0.1 .t.~ ...; ~D .G . i .0 ,V t:c~ I c, ~.. r. G "I u:> 10 (~l- J\ lJUitE;,lJ Of PU:iL,IC ROADS' IG/"PACiI,Y Of 'GRAiE INLET IN SU1,!? ~ DIVISICHT\'/O W^$H.. D.Co 'W;,TER PPNDED ON 'GRATE : ' , '0 \ e. . , , . " . " . , . . . I' ", ",' <:C, . 1 ~.. -----::.\.: I t. ',.. - ~" - ~-' ----'=--""""'. T ,. ,.0,.. , :-::~--' .,. "b \v . -". "-:-- ~ ". . ..' , ' 1 ". - . "ì t-- a --I P :I 2 (0 + b) " , A -6 OW " , " , 0 , . ' , '. '. . . .. 0' e 1073.02' , ' =f " I I,VI ./," I ~ '::! , . , ! - ! ! !!! 'i' I I ! LHt1' , t , -, =1 :'1 -.' -1 -t -1 ::. " . . 0, ~:o " . 0 . I 7 I PEVMONIS 13Y j dF - 7- too 0 vj 10 I 1(p qA L WON" molms mv mw oo, .0 ummmmmowmom� T ....... 0o ol 01 f o X IL X x 4 loo C6 (6 - A \\ - / , * 11._� I oo / 6i ,0 a* NA, I 'll ".,I . _ _t IT i j �o Ij N \ 1 \ N\, IL Nk II 1k Now N41 4 IN L if I I Z. L N1 I 1 IN %;A Lf v r-N - 4'r' - II I Pell% 0 5 f�o 01Z r I I ol I w N%� FIZ CK 5 Ll ILO I �A($ 1 \ Ilk S_ 4 vy - _,\� L I w lo 0-. *T I wa-am(& lo 4 r f Amwor -."mowo mom OWNS I 14 _4" ALL. 51TS ?,5 1 4 \ - 0'5E 5 1 ?565- P\Q/0 P0,00 15 RI �1 LCV- �AA ;A, i4 91 S6 0 �F_ 61 OA Al., \�f 5 T '5 H NO, 14 PN E RO&O r;?wd I 0 6, �5p C-1 OF-- T �t�5r. k\ t�L5 F. r6N r L_ 0 w MEIF. A*r I 0 0 p e. \j 5:5 I L 0106.0on C M T, �Z-1 1, A D I N OT PAR OC 1-0 E *.L It I P j K11 9 14AP OU AqT I711ES RWOK\e 1�10 E x I I 41 U T 0 EeCKI PT 0 �4 F1 L ck Lj W I - r S ITE PL Af4 \1 I a I 17 `f K k P 4 S KFQ LV, Q tA L Ll tQ I T -C I 0 c LEGAiL D e 5 P 1= I K5T f=L00K__, PLA\�4 B Q D 19 I t� 5LO C 14 14 4 S a OC-01 N v ro 1. VOK P L A, V-� IL �4 OT I W C.- L U S 0 L A, � T H E C 0 U 74� OF 5 kW DIE GO, ST _A�T 5 'OF " r *Q IT �j 1 �4 _ FOOT PR I VA Co A.L I �rO R N1 I k _i4 _r a le L -T+A e 5 U I L 0 1 �4 C- 5 E6 T 1 O�46 r. 0 u �4--r J; � C 0 ; Z C S IZ C-1 C'"T 1 19 �4 15 U I L W 0 V 5. tv\ 5 E 14 ORAWN L 0 W I OW 5 t4 V I I W T%�,,'_, K A _r I ow 10 FOUWOA\ CfkmcKno: I?.. ST F L 0 0 FILL Ng CJT O?�, I OATS 0 /2. 4 LA 9.!5 " 0 �4 CY 00 P., i4,M I mv %W L I A 1 ;6 e2 ldft� - I I r WCAL T04, Tjje r " 14 r I is AT I 0 W: on N to. ER Pov, 111,4ol, a,40cl 5s F Is f sc I F I 0 AX 0 14 15 ".Now 'A P FZ IF I C-'AT 0 �a 6 44 'A I 'A 4t .3 OT lb Tt M G )10 $rp 91 'T' I Up 'WTELEDYM PM 18A L-20 - 24 36