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HomeMy WebLinkAboutDrainage Analysis I I I I I I I I I I I I I I I I I I I Drainage Analysis Proj.ect: . Fidelity Center 11452 North MeridiaIiStreet (U.S. Highway 31) Cannel, Indiana Prepared For: Meridian Assett Development 9000 Keystone Oossmg,Suite 1050 Indianapolis, ~ndiana 46240 ':Date: March 14, 2005 Designer: Aaron Hurt, PE, AI CP John Doty, EI Job Number: 05-110 Civil Designs, LLP 2415 Directors Row, Suite E . Indianapolis, Indiana 46241 Phone: 317-244-1968 Fax: ,317-244-1969 . ..., ~!>>'~ .&.~A~...... ~ .~,,~ 8'f-:':-f,.,u\S T EI1~. .~~~ ~fllp · ~ ~ · A~ se ": .. ~ ..~ : No. PE103~0058': ~ eo: . :.S ':::; -c eo -0." ". =- ..or:;s ~ ~. 0.0 STA1..~ OF .OoA'!j ~ ~ · I' . o~~ ~~...INDIAt\~.. ~~ ~.h \?SOoo.. .'.G~~ ~ '~ JOHA~~ ~~ . ~lllln'nfii'''\\\\\\~' ~~ ~. a..1.-* ~ 114 J ?ocs I I I I I I I I I I ,I I I I I I I I I DRAINAGE SUMMARY FIDELITY CENTER EXISTING DRAINAGE The 'existing site contains :approximately 2.30 acres. Roughly 1.89 acres are impervious surface. The sit~drains"viasheetflow to inlets located on the' site. These inlets discharge into a regional d~tention facility in the area. , . , Advanced Interconnected. Pond Routing Software (AdICPR) was used to determine flow rates by using the existing ,conditions of the project site. The peak runoff for the 2-, ,10- and 100-year are shown in the following table: 2-ear 10- ear 100- year 'See Appendix Bforthe existing conditions model data. PROPOSED DRAINAGE Under proposed conditions, the previously mentions 2.30 acres, which contains approximately 1 ~95 ,acres of impervious surface, will drain to existing and proposed inlets by sheet flow. The itiletsare conn~cted to the existing pipe system that discharges into the existing offsite' detention, pond. This offsite detention pond was previously sized to handle the fully-developed Fidelity Plaza commercial development. The pipe system and detention pond fire. located within a stormwater drainage easement so that it may be maintained appr?pri~tely. Please see the attached storm water ~rainage easement. A proposed C6nditions' AdICPR drainage model has been created for the Fidelity Center site. The peak discharges from the site are indicated in TABLE 2. Dischar e. cfs) 8.'693' 14.191 See Appendix C : for the proposed conditions model data. The on-site stotin sewer has been designed for the 1 O-yearfrequency stonn using the rational method.; . See' the attached spreadsheet. in AppendixC for the storm sewer design ~~~~o ' I I I I I I I I I I I I I I I I I I I CONCLUSION The proposed design will ensure proper drainage by conveying. stormwater at an adequate velocity through ,a pipe 'network towards an existing stonnwater detention-facility. This detention- facility regulates the outflow to pre-development standards. The AdlCPR results indicate that the proposed on-site storm water has a negligible increase in flow contributing to ~heoffsite detention facility. Therefore, adequate capacity is maintained without iJ).creas1ng the amount of detention area. As a result, the stonnwater design effectively manages the runoff from the site without burdening downstream property I owners. J fU'{- Ht-~UUD IUtUj; 'U I I I I '\' l :J:: WITNES:SBTH 1ttJ~1'~ ! . ,..,... , I ." ',.". ., : .i! :~:; ~ ~ ". ...~' '". Q ~ I I I .~ ,0/, " 'i. I I I I I I I 'C' . ... ~ ~ . '~. - .- I I I I ~.~ . .~, J I I I I I I I I I I I I I I I I I I I ',,/ JAN-lti~~UUt>TUt Uj;.q(i rn ntKIlJJAN KtAL Ii:.JTRl:b ~iIj,...", ".. . ,r fiX NU,' j I (tl, (':) ~~~~ .t. Uj ... ... .. - ",. .... . ,j ,~~ '~ :, '", I , f~. .i~. ~ ~:'. '. ." ,," , .. ''', ~. . .' S'1"A'rE::OpitNDl~A,' ) ',,' , '," ,,) Ss: COtJNTY h(JF' ftifl't,tJ;.~'fI.) .' , .... " t4:i' ~n.t!s,s'mf' '6'( ','1Jll1f tI :~ it .~ My }fy ~! ~~~ ~i'."f' ~'! ' ... ~ , , I I I I I I I I I I I 'I I I I I I I I APPENDIX A: Maps' .. VicinityMap . . . FIRM Map . Soils Map . Existing Drainage ,Basins . ' Proposed Drainage Basins I I I I I I I I I I I I I I I I I I I (Lr ~S) ~S UO!P!Jd~ ' t-:-z [J o. w- 'I- -:1<( p~ lI!w6u!JdS ~ ' n.q --' 3: << D. <(W Z ....J <( >-~ I- 0 Z l- I- - 0 [J Z - > i ~..~ cia _----I I I II II I .... w w u. o o 1.0 ~. fa 5 ~ Z 0 ~. :2. u ~<~ ~....~.~ c ~ z a: Q. ~I ~ ~ rrll ~ ~ ~ 00 I .... :>t~ i~ o 'u b z ~ w Z ~ c::>> Ir ~ 0 N IL ~ ~ u.~ ~; ~I~IU ~ w ~ ~ i~ ~ ~ 8 8 :5:r:, W ...J <( U (I) w ~ ~ x o a: a.. ~ 1.&,1' c.:a :z: ~ = en "1= .= Q' .....~ ........ I e I I I I I I I <+-t~~ o ''''. 00 ~eg .... ='00 UU~ I I I I I >< I w Z o N I IJI ; = :== ==S i~; ~ I=:! Z. &on j~1 ,~~ i~i :IE.... 'i~8 ili .Ii ~IC: ~oi ~'J . 1Ct-a ~, ~~i si.i!!i -i!E ijt~ .. ~ tia: c:.N ....!'F ~i; .~~ &&;.1= ~ ~ me) Q) 0 . .cC(t1 ~~E -(I)c:;'Q) c.~~~~ (t1m1U'O~ E~, 'Og~. -gu~U: .g:~~~ 'O~~om ~o~i~ cC:;,zo ~ ~ g~ U5 i~lL8g. ~i;~~ ~E~~8 (I)\u(t1_ ~~EELL .::: '5i.e ~ o a) .8 .S w 5~ oLL :e .. !!L:J Q) 8.0 ~ ~ ~ mt: (U' ~ tj o~E~~ :>.LL .c 1ii 0 g- cd~ - 8. ~~j~m m :;, rD ... E 0'01:0'0 II: G) CD LL 0 ouE ..g i~-g8E .!~~:c~ (I) rD m m E ~~o~Q. ~ OH 111~ E>NIHdS I I HAMILTON COUNTY, INDIANA - SHEET NUMBER 56 ~1'11 I-OC.AT10N I I MARION ~ NTS 0 NTS. NTS ~- ....' .~I--, I -- - ( . rut, ) 1 inch . N1'S fl. (aSSuIa IIOMM) REVISION RECORD KJI PI PI PI ~,""~'~'~"II'" ~ ~ \ ......)-~ ~ l J....~..-$-@ST~.. ~ \ ... .No ..Q. ~ .. i 20400014 j .. E ~~\--"':As:r"'IE9F l~S -;. <" ..'!'D'A~t;..OQ;; ~ ""';~ SUR~ ",,~ 1111'11'''''' DATE: DWN BY: BEB - -CAKD~-BY:~-------TMS ~--- SCALE: NTS DATE: 03/14/05 c:=> Civil Designs 2415 Directors Row Ste.E IndlanapoUs, In 46241 317-244-1968 FAX-244-1969 ~.. ",.,,,,,,,..._filiT'" V} E z UJ V} ~ <( ~I-N CO LIJ V) m J-Z~, LIJ Z~V LJ LLJQ e:( <( U~Z Z UJe:( ~60 <( .....Z 0::: _m-... ...J >- -I 0 LLJ <( UJ Q~~ LJ _I<( Z u... ~ u l- I ~ V} ::> X PROJECT NUMBER 05-110 DESIGN PHASE rON<\TRI JrTION \ ~ ~ 'I A lS,ottof the. Notthwest Quartet of Section 2.TOdShip 17 North. Roftge 3 EOS" ,in, HomiIton County. ,Indiono. more porticulorlr ~ OS follows: ~ at ,he NorttMiIat, cornet of soid ,o..ortet Section, thence North, 89 ~ 11 minutes 5& seconds East oIong ... North ...., of soid 0U0rtet ~, 117." f... to the $out.... comer of ,... Southlolt Ouottet of Sec:tion 34, TOWftII'Iip UI North. ... 3 East; u.ence North 88 ~ 30 """".., 17 MCOftdI EeSt' along Mid North h ....011 ....; 'hence South 00 ~' 13 fIIinuteS sa IecOftCtI East 660.160 feet; UIeftc>> NatUt' 88 ~ =.l~~ ~~~~ 'E:.'':.s:&' f::'~ ~"':"; ~ 3O.minutes 17 seconctI. EOII. ,l*OIII with ..... soicI North h, 296.1,3& feet '0 .... Point of 8ecJinnin9 of 'UIiS cIaeription; ,heftce North 02 de9~. 1$ minute. 20 seconctI East 171,.01' feet 10 ..... poin' of CUtVO"-"e of ,OISG.77137 dI9t.. curve to ... left. .... rodius point of soid curve 'bein9 North 87 dettea 4. minutes 40 teConcII' West 3&00 feet lrom IOid point; =ure~I2~""'~ c:~.e: ~."...."'=:"'~ CUtVe IMino North, 42 de9f'eeI 42' minutes 02 secOftdI Eost 12.00 feet from IOict pqiftt; 'hence ........, oIon9 soid curve 34.821 feet 10 u.e point of ~ Ulettol. the todius point of IOid curve bein9 North 74 ........ ~ minutes " secOnds ,Eat 12.00 feet from said point; UIence North 1$ dec)f:ees 07 rniftutes 07 seconctI West 50&.61$ leet; thenCe North 89 ........ 46 '. minutes 02 MCOndS EOII 4OO.J05 f... to tI'I Smiled 'occea .' 01 1101 Int. lot U.5.' '3 I _ no- lOCOted 0ftCI ~ pet Indiono Stote HiIJI'IiOr ::;:..~r~':2:e(~=E~~...I~~t;e:; ~7C:>>.5$2 feet; ~ ,'$outb 88 ...... 30 minutes 17 HCOftds "" potOIIII, witb .... ~. NoM Ine 364.024 .... to .... Point of IecJiMin9. ~~ -1h .... fo.IIowin9 Hon-Uctusiwe EOIeftIeftts: ~. 01 '-PetuulNon-EJ&CIuIiwe Easement recOtdld F....." 1'. 1180 in 0eed{Record'31'. poge'lJl _ ~, No. 6>>2. ~tGtoftt 0m.iwJed ." GtonI 01 PetpetuoI Hon-[JICIuIiwe E........ NCOnIed ...,. ,2S. 1180 in 0HcI Record 321. I*Jft 4-16 _ ~ No. 1080t. ~,Gfont .~ " Alrlllovit 01 ~ to Gtoftt of ~ -.,-EtIcIusiwe EOMffteftts recordod Autust 17. Itel in Geed Record 327. poge ~~..ttvmen( No. 26221. __~ Soic( ~ lost' fflOdiI"_ 0fiCj 0fiWftCIed by 0 r.-ay ~ ~ ~ Eosements ond Coweftonts recorded Jufte 1. 1113 _ ...~ No. tJ~~7UI. , ~ of,...... ..,.. ond ~ recorded ...,... 2S. . 1180 in Oeed RecorcI32I. pooes 43-41 01, ....ttumeftt No. 10814. 01 in .... Oflice of .... Reef of HomiRon Count,. Inc5ono. "Irs THE LAW' CALL 2 1IORI<ItG Oi\YS 8EFORt YOU DIG 1-800-382-5544 CALl TOLl fREE PER INOIANA STATE LAW 1C1-1-26. rr IS ACAINSTtHE "',10 EXCAVATE WITHOU1' NOTIF'YING THE UNOERGROUNO ~~~~~ UTI.LlTY STATEMENT: ,:1he Uftdefyound uPities shod' hove '....... Iocoted lrom rl8kl IUI'VI1 inlonnotion ones ...... drowinIJs., 1M surve,or moIIa no 1JUor'Oft'''' ,~ ,,,, Uftdefyound utiIitia comprise 011 such utilities in ,... oreo. .'Nt, in-..me. Of' otIondoned. 1M ~ I...... does not WOt1'Oftt, 'hot the Uftdefyound. utii'ies shown ore in .... aoct IocoUon indic:oted OIthou9h .... ~ does certif)' 'hot ...., en lOCoted, _ occurot.., _ possible 'rom infortno'ion owoiIobIIt.1M .....,at has not ~ Ioco'ed Ute Uftdefyound utJitia. HOLEY MOt.tY SAYS "DIG SAFELY" -'----.---"---'--~_.,... ,- .. 0ESCRf'I'I0N; . 0RMtIU IMNHOt.E . INt.ET 9 lUSH f~3 OEOOUQUS TAU . - . -. 'AAw f'IEU) F'ENCt -... - F'LOWUNE ---elec--- UNOERGROuNO D.ECTRIC ---gas--- CAS UN[ INY INVERT TOR TOP or .. TOC TOP or CASTING RCP REINF'ORCEO CONCRETE PIPE PVC POI..wum. 0t.0RI0E PIPE ~ VITRIFIEO ClAY PIPE CUP CORRuGATED META. PIPE CPP CORRuGATED. PlASTIC PI'[ E.s. END SECTION R/W RIGHT -or -WAY T8U TEUPORARY 8ENCHIMRK CONe. CONCRETE so. SQUARE SF SQUARE FEET ~ OEm BEARING/OISTANCE (u) MEASuRED BEARIHG/DISTANCE EXISTING LEGEND: " ~ ' OE$CRIPTIOH: EXlSTaIG ASPHN.T rv',~<: EXIST1NG CONCRETE 1'EUPORARY 8ENCHUARK SECTION CORNER RE8M FOUND CUT "X. f'OUNO RM;.ROM) $PI([ F'OUNO IMC IWL SET IMC __ FOUND D.ECTRIC 0UTl.ET LIGHT POlE D.ECTRIC TRANSFORMER nlCTRIC UETER lOX GROUND UGHT tElEPHONE PEOESTAL [NO 'SECTION SIGN GAS METER tWtOICAP SYUBOl WATER VALVE F'IAE ' H'tORANT WEU. 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' . oooi-o, : (%) 'iI:)Q 089 -!E6 : JaqUInN aAJDJ 10001 : (uT) PAH 41un JO TOA o OE 0 Z : (:) E ) E a J'i 0000 : (SJq) :+J14S aUl11 OOOS : (u1ili) :)uoJJo aUlTJ aq.1suo :sn:+Eq.s odol : (SJq) U01q.E~DQ UlJOq.S 0881- G : (uJ) q.unoUI'\f TTEJu1E?j 3dnH :aT13 TTEJU1E'd L9:0 0 : (U1UI) :)UI aUl1J dUloJ L9'- 0 : (U1w) :)UI, aUl1 J :::>ads O-~8V :JO:+E3 6U1)[Eaa v8,viqil :qdEJ60JpAH :+1Uil qdEJ60JpAH :+1un SPS :adAJ u1SEa x'dVoNnba :aUlEN apoN 'dHl'dXObl :U014ETDUI1S 8NIJSIX3 :aUIEN dDOJ~ 8NIJSI~3 :aUlEN u1SE9 I I I I -----------------------------------------------------,---.---.--------------------- 8NIJSIX3 :amEN u1SEa I .~UI 'S~!goIOuq~~l ~U!Ime~l~S ZOOZQ) (lIdJI) Igp'OW gU!}nOlI:,pUOdtPue I~uueqJ p~~~~UUO~l~~UI LJO I ~ged I' I I :adl\J. u1sea :allieN apoN : uOr~eTnlli1S :allieN dnO.I8 I : (%) \iT;)O ::1aquinN aA.In;) : (U1) pl\H ~1un JO TOA : (::.H?) ea.1V : (S.Iq) ~J14S alli1J. : (U1lli) ~UO;) JO alli1J. :Sn4e~s : (S.Iq) U01~e.1no lli.IO~S : (U1) ~unOU1\[ TTeJu1eB :aT1..3: TTeJu1eB : (U1lli) ~uI alli1J. dlliO;) : (U1lli) ~UI alli1J. ~ads ;.10~e3 6U1){ead : ,qde.I60.Ipl\H ~ 1un I I I : (('4J) allinToA JJounB : (u1) awnToA JJounB : (sJ~) xew MOT..3: : (S.Iq) xew aUI1J. I I ((1"LS8(v (SZ~S (Loit. OZiL i OOOjO 0890(6 100'[ 1 OO~iG 001'0 Oors a~Ts~o Ooo~Z 000~9 33flH L910 L9j.0 00v8v V8Vrn qde.I60.1pl\H ~1un S~s XWONn0a BHvZBX001 8NIJ.SIX3 i -------------------------------------------------------------------------------- OL80LL(9Z : ((~J) awnToA JJounB 6S110( : (u1) allinToA JJounB (VO~S : (sJ~) xew MOT3 Z6rO : (SJqJ xEwalli11 OOOi"O : (%) VI;)O 0890(6 :.IaqurnN aA.In;) 100~1 : (u1) pl\H ~1un JO TOA 00(1" Z : (~B) ea.1V 00!00 : (S.Iq),::+J1qS alli1J. 001" S : (U1lli)., ~uO;) JO alli1 J. a~TSUO :sn::+e::+s ~O~( : (S.Iq), u01::+e.InOlli.I0::+S OL810( : (u1) ::+unoU1\[ TTeJu1eB 33hH :aT13 TTeJu1eB ' L91"0 : (U1lli) ~uI'alliTJ. dUIO;) L9r 0 : (UTlli) ~uI alliTJ. ~ads, O"v8v :.I0::+e3 6UT){ead VBvfil ':qde.16o.1p^H ::+TUil qde.I60.Ipl\H ::+Tun S;)S :adt\J. uTsea XWONooa : aUIeN. ,apON BH(BXOb1 :uoT::+eTnU1TS 8NIJ.SIX3 :aUIeN dnO.I8 8NIJ.SIX3 :aUIEN uTsea I . -------------------------------------------_~________L__________________________ :adl\J, uTsea :aUIEN apON :u01::+eTnUITS :aUIEN dnO.I8 ,:,aUIEN uTseg I : (%) VI;)O :.IaqumN aA.In;) : (uT) Pt\H '41Un JO TOA : (~e) ea.IV : (S.Iq) ~JTqS alli1J. : (UTlli) ~UO;) JO aUITJ. :sri~e~s : (S.Iq) u01~e.Ina lli.10::+S : (uT) ::+unoU1\[ TTeJuTeB :aTT3 TTeJuTeB : (UTlli) ~UI alliTJ. dlliOi) : (UTUI) ~UI'~lliiJ. ~~dS : J:0~e3 6uT){ead' :qdE.160.Ipl\H'::+Tun I I I : ((~J) ~llinToA JJOUTIB, : (uT) allinl0A JJounB : (sJ~-) xew MOT3 : (S.Iq) xew alli1J. I I I I I I L6901L(~Z 66Li"Z EZS"9 (9i" 0 i i OOOiO 0890(6 1 0 0 :0 1 60(:" Z OOfO OO;~ S a~Tspo OOjZ OOSj( 3..3:0H L9:"0 L9"0 0"v8v v8v4o I qde.I6o.1pl\H ~TUO sts XWGNOOa BHZBXOOl 8NIJ.S ]){3 ,8NIJ.srx3 -------------------------------------------------------------------------------- I 8NIJ.Slk3 :aUIeN dn0.18 8NIJ.S1X3 :ameN u1sea "~UI 'sa!~oIouq~a1 aU!IwRal~S lOOZQ) (~dJI) Iapow~U!~nolI puod !pu~ IauuRqJ pa~~auuo~la~ul , I j 1 LJO Z agRd I I: qdE.160.1P^H 4TUQ SJS :ad^.L UTSEg x~aN6og :awEN apoN HH9HX~01 :UOT4ETDWTS I I : (%) \lTJa :.1aqw:DN aA.1nJ : (UT)P^H 4TuO JO TOA :(~E) Ea.1V , : (S.14) 4JT4sa~1.L : (UTili) ~uoJ, JO aWT.L :SD:+E4S : (S.14) UOT4E.1Da W.10:+S : (UT) 4UDOlll\i TTEJuTEH :a1T3 llEJUTEH : (UTili) ~UI ailiT.L dwoJ : (UTili) ~UI aWT.L ~ads :.104E3 6UT){Ead :qdE.160.1P^H 4TuO I :(S4J) ailinloA JJOUDH : (uT) aWDI0A JJOUDH : (sJ~) XEW .MOT3 : (S.14) XEW ailiT.L Ll1"SZSIS 9Lios 690"S lS"1 I 000.0 0891S6 100.1 oott.Z 00.0 00.5 a4Tiuo OG.9 OOS.v .330H L9.0 L9 00' 0"~8v v8~qO 1 ----------------------------------,---------------------------------------------- f . .'. 'I qdE.160.1pAH 4TuO SJS :adA.L uTSEg X~ONriOg :awEN apoN HHS"OH~OI :uoT4EIDwTS ~NI.LS]X3 :aWEN dD0.18 ~NI.LS]X3 :awEN UTSEg I 000.0 (%) VIJa 089.iE6 .1aqiliDN aA.1DJ 10d"1 (UT) PAH 4TUh JO TOA 008"Z :(~E) Ea.:rv Od"O : (S.14) 4JT48 ailiT.L OQoS : ,(UTili) ~UOJ JO aWT.L a41~uo :SD4E4S 05"0 : (S.1q) UOT4E.1Da W.104S OSS"1 (uT) :+UDOlll\i TTEJuTEH 33J1H a113, TIEJu1EH L9"0 (UTili) ~UIawT.L dwoJ L9'"0 (uTw) ~UI, aW1.L ~ads O"~SV .104E3 6UT){Ead vS~qO 4dE.16o.1P^H 4TuO I I I SvS"686L (E4J) ~WDI0A JJOUDH LS6~"0 (uT) aWnl0A JJOUDH OvZ"S (sJ~) XEW.M013 9i"0 (S.1q) xEw'amT.L i --------------------------------------------------~-~--------------------------- I 1 000:.0 : (%) VIJO 0890'86 :.1aqwDN aA.1DJ , 10001 : (uT) PAH :n'uQ JO lOA OOE.'" Z : {QE ) Ea.1V OO!"O :(~.1ln :+JTqsaUIT.L 00' S :( UTUI) ,~uoJ JO aUIT.L a:+ TSuO ': SD4E4S, OO"tz : (S.14) UOT:+E.1DO ili.10:+S 080"v : (u1) 4UDOmV l1EJu1EH 33flH :alT3 TTEJUTEH L9~~O : (uTw) ::>UI aUI1.L dwoJ L9:.0 : (uTW) ::>UI aUIT.L ::>ads 0"~8v :.104Ej6u1){Eaa vs~qn :qdE.160.1PAH 41un qdE.16o.1pAH 4 Tun S;JS ,: ad^.L UTSEg , XHVONaOg ':awEN apoN HH VZHX;OI : u014Eln~TS 8NI.LSIX3 :amEN dDO.I8 8NI.LSrX3 :awENuTsEg I I I I Z69.6S08Z (E4J) amDloA JJOUDH v9E'" E (uT) awnToA JJOUDH 689'"0, (sJ::>) XEW M013 o Z:" L : (S.14) XEW amT.L I ------------------------------------,~----------------~------~------------------- HHZHXOl :uoT:+EIDw1S 8NI.LSIX3 :aUIEN dD0.18 8NI.LSIX3 :awEN uTSEg I .~UI 's~fBOlouq~~l ~ll!lm~~J~S ZOOZQ) (lId:>I) l~powgll!~nO'}I.puOd ,pIml~uu~qJ p~~~~UUO~J~~UI LJO t ~g~d I I. I~ 909.1 SSivl : (E=+J )euInTo1\. JJO'lIH'ti Ev d.l : ('lIT) emnT01\. JJO'lID'd ZV6i- E : (S j:::>) XEW MOT3 E9:.0 : (S.:rq) XEwa1111.1 OOO~.O : (%) V1;)0 ,089 . :E6 : .:reqUIDN aA.:rDJ 100: 1 : (u-n P^H =+1ufl JO TO1\. OOf::. Z : (:::>E) Ee.:rv 00;.0 : (s.:rq) =+J1qS aW1.1 OOr. S ' :('lI1UI):::>liOJ JO, eW1.L a=+1sjuo : SD=+E=+S OO!.Z : (s.:rq) u01=+E.:rno UI.:rO=+S oovl. Z : ('lI1) =+unoliIv TIEg:'lI1?'d 3~flH :eTT3 TTEJu1E'd L91.0 : ('lI1UI) :::>U.laW1.L dUIO;) L9.0 : ('lI1w) ju~ eW1.L 3edS O.v8v :.:rO=+E3 6'lI1~Eed v8v~fl :qdE.:r60.:rP^H,=+1Ufl' qdE.:r60.:rP^H =+1Ufl S:JS : ad^.L u1sEa X'dVONQOa :eUIEN apoN i I I I I L,vZ.SSf191 (E=+J) eUInTo1\. JJOUn'd 1 L6,.1 ('lIT) eUIn TO1\. JJo'lID'd LLO~E (S~:::>) XEW MOT3 Z6~0 (s.:rq) ~~W aUI1.1 000:.0 : (%) VIJO 089.(6 :.:raqrnnN aA.:rDJ 100~1 :(u1) P^H =+1Ufl JO TO1\. o O,E i. Z : (:::> E) ee.:rv o O!. 0 :( s.:rq) =+J 1t{S aW1.L OO~S : ('lI1W) ~UODJO aW1.L a:+1suo :sn=+E:+S OO~E : (s~q) 'lIOT=+E.:rno UI.:rO=+S Ov9i"Z : ('lI1) =+unoUN TTEJ'lITE'd 33flH ,: eTT3 TTEJUTE'cl L9f.0 : (UTUI) :::>'lII eWT.1 dWOD L9~0 ': (UTW) :)UI aUIT.1:::>eds O.vBv :.:r0=+E3 6uT~Ead V8v~fl ~qdE.:r60.:rpiH =+1'lIfl ,qdE.:rpoip^H =+1Ufl SOS : edX.L u1SEa , "x'dVoN!lba : aWEN epoN 'dHE'dXb1 :'lIOT=+ETnw1S ~NI.LST~3 :ewEN dno~5 ~NI.LSI~3 :ewEN, u1SEg -~--------------------------------_----___~__________L_________________~-------- I I I I I , , , -----------------------------------------------------------------._-------------- I qde.:r60.:rp^H- =+T'lIfl sbs ;edA.1 'lI1SEg , X'dVONflOg: eWEN epoN' 'dH9'dXOl 'lI01=+ETnw1S ~NI.LS:tX3 . eUIeN dno.:r:) :)NI.1SIX3 eweN u1sEg I I : (%) VIJO :.:reqwnNeA.:rn:) : ('lI1) P^H =+tufl JO TO1\. : (:::> e ) Ea.:rv : (s.:rq) =+11QS eW1.L : (uTili) :::>uoDJo eUIT.L :sn=+E=+S : (s.:rQ) u01=+e.:rno UI.IO=+S : ('lIT) =+uno1lI\i TTEJu1E,"ti :eT13 TTEJ'lITE"ti : ('lI1UI) :::>'lII eUI1.L dUIOJ : ('lITUI) :::>ureUIT.L :::>eds :.:r0=+E3 6'lIT){Eed :qde.:r60.:rp^H=+1'lIfl I : (E=+J) aUIDTo1\. JJounH : ('lIT) eUInTo1\. JJo'lIn'd : (sJ:::>) XEW MOT3 : (s.:rQ) xEwaUI1.1 L98"00E0Z 'ZEv~Z 8S6.1 T8fl oooto 089.E6 TOOrl OOEfZ ooto 00:. S e=+1s'lIO 00[9 OZliE 33flH L9[.0 L9'"0 0.17817 178174fl I -------------------------------------------------~---~-----------,---------~----- I X'dVONfl08 :aUIeN epON "tiHS.O~XZ :U01=+ETnUI1S ~NI.LSIX3 ,;aWEN dno.:r~ ~NI.1SIX3 :eUIeN u1sEg I .OUI 'S~I~oIouqoa.LauHUIua.QS lOOl@) (~dJI) Iapbw gUItno~ PUOd puu IauuuqJ pa~oaUUO~la}UI LJO V a~ud I I I qdE~DO~P^H 41Un ~JS :adA~ U1SE8 I ------------------~-----~-------~---~----~-----~----~-----------------------~--_. I 99 T. SSj6( ((4J) aumToAJJOUn'd LL tr 0 (u-n aUInToA JJounB ST~"t (sJ~) XEW MOTa L~"O: (S~q) XEW aW1l 0001" 0 OS9 "1(6 1: 0 OJ" 1: 00 EI" Z OOi" 0 00:. S a41siuQ os:" 0 0661" 0 aalnH L91" 0 L9"0 o . VIS V V 8 v:qQ : (%) VIJa :.IaqwnN aA.In:) : (u1) pAH 41un JO TOA : (~E) E a.IV : (S.Iq) 4J1qS aW1l : (u1w) ~UOJ Joaw1l :sn4E4S : (S.Iq) U014E.Ina WJ04S : (u1) 4unoWV TTEJU1E'd :aT1a TTEJu1EB : (u1W) ~UI aW1l dmo:) : (u1w) ~UI aW1l ~ads :.I04Ea, DU]::>{Ead : qdE.IDO.IpAH 41uQ. I I I I 0001.0 : (%) \IT:)a 089.\(6 :.:raqwnN aA.In:) 1:0~.1: : (u1) pAH,41UQ JO TOA OOd"Z : (~E)Ea.IV O~.O : (S.Iq) 4J1QS aW1l 001. S : (u1w) ~UOJ JO aW1l a41SIUQ : sn4E4S 00:. ZT : (s.n,I) U014E.Ina uno:+s OOv.Z :(u1) 4UnOUI\l TTEJu1E'd aanH :aT1a TTEJu1E'd L9:.0 : (u1w) ~UI aW1l dmoJ, L9.0 : (u1w), ~ulaw1l ~ads 0.tj8v :.I04Ea DU1:>{Ead v8t~n :qdE.IDO.:rpAH 41un qdE.:rDO.IpXH 41un sbs :adXlu1sEg ^~aNn08 :awEN apON 'dHZT~^Z :UOT4ETnWTS 9NIl8I:X3 : aW~N dno~9 9NIl~I~3 :awEN u1SES I I I I 909.TSS~1: (E4J) amnToA JJoun'd Et L'.1 (u-n aUInToA JJOUn'd L69'"0 (sJ~) XEW MOTa 19;.E (S.Iq) XEW aW1l ---~----------------------------------------~----------------------------------- I qdE.IDO.IpXH :+1un 80S :adAl u1SES ^~aNnb8 :awEN apoN 'dHT'd~Z :,u014ETnw18 9NIlSIX3 :awEN dno.I~ 9NIl8I~3 :amEN,u1sE9 I : (%) VI:)a :.IaqwnN aA.In:) :(u1J pAR :+1un JO TOA : (~E) Ea.IV : (S.Iq) 4J14sawt~ : (U1W) ~UOQ JO amT~ :sn4E4S : (S.Iq) UOT:+E.Ina W.Io:+S : (uT) 4unoWV TTEJuTE'd : ar~a TTEJuTE'd : (UTw) ~UI aWT~ dilloQ : (uTm) ~UI am1l ~ads :.:r04Ea .6u1:>{Ead :qdE.I.60.IpXH 41uQ 000:- 0 OS9 ":E6 100;" 1 00(:. 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