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HomeMy WebLinkAboutMiscellaneous (2)_ .._~ ~.~;;;~ it i U 1 1 l~ _;.I ,, i '~-~~1 ~~ ~; ~AP~HINSI~I H-ILL r ,, SUBDIVISION P LA? __ ~~ _~.~ EXAS AVENUE AT HnLLEMAN D VE ~_~~:~ ~~ ,, ~C~LLEGE ~TATICJN, TEXAS ~T ~; ,, ',I ~~ f ~, !' ~ j I j /~ ~~ I' ~ ,_ . ~ ~ i ~ , ,i~ ~::_~ j ~ - ~ , ... ~ f_ ~.:~~ CULPEPPER REALTY COMPANY ~~ CULLEGE STATION, TEXAS ~~ ~~ ~.a-~ ~.~ ~ ~ '~~ ; ~ BY ~; M.L. HAMM N a S, P.E. COLLEGE STATION, TEXAS. ', :_~_ ~~ ,~ I~, l i F ~ ~. ,~ '7 0 F O0 NI~~1~FI'S ~,, '~ Sectlrm 1 - IlV'I'ROI~JCI'ION '~ ..,~ Section 2 - SUBDIVISION APP~h'~TION ~ 2.1 Application Forms and F I _ 22 Plat ` ._~ 2 ~ 3 Tax l~cei _ P 2.4 Cc~nst~ructon Doc „~ ~ ~~, 2.5 ~~ St~di.es _~_~ Section 3 - S:C'I'E C~~~ERS HIP ,, i , ~ Section 4 - EXIS~CING SITE '~ ~~ 4.1 Z ' 42 '~~pog'ral~Y ,T -,~ ~ 43 Ea;mts, E#c. i l s~:ct~.o~ 5 - S~JBDIVISION SITE --~ 5.1 Play 5.1.1 Streets 5.1.2 Lc7ts 5. ~ Dranage ~, ,} 5.2.1 Nat~~ra1 Ryan-off 5.2.2 Decrelape~ Run-off 5.2.3 :Drainage Facilit ~~ '~~ ~. ~ Erosio~- Cont~nal t i__ 5.4 Utilities 5.4.1 - Watc~ar ,~ -~-j 5.4.2 Sewage ~' ` 5.4.3 Electric ,~~~ 5.4.4 Natal Gas 5.5 Traffic ~~--~ ;; ~._.~~ Section 6.4 OONQCZISIONS Ir ~~ I]~L~J'STJf~~TIO~~S ~ 1.1 Ir~cation Map ~~ ~. Z.1 S~abdivi. Plat ~~m~ 5.1 Sur~oy - 5.2 S~~v+ay - Site 5.3 City Se~~er 5.4 ~~ Site Sege Gexeratian S~~ematic ~-, ~; ~...~a 5.5 off-s:~.te~~ S~~rage G+~r~eratio~ S~:Gh+~am~atic ,.._~~ APF~.~TDIX: '~ A. S~~wa. a ct Anal e ~ '~ B. Tex R~ece.p~t Copies .. -~ C. Construction Documents ~~ ~~...~ A'ITACI~TS: ~ .. I. Site Drai-page (~ II.- Traffic I~ct Anal. is Traffic ~ ~BY' inc. r ~~ ~ ---~ ~ 1 ~ ~~. ~ - i a~~ .. ~ „; i _LL i ~ .~ ~_ _ _ _ . _ _ __ :.: _ _._._~~ _ ._ _ _ ~ _ ~~ ~ ~~ ~ ~ ~ City application for s~abdiv~si plat~t~g' have been ' ravi~wed and have beenn fulfilled as` sila~m by the fol ' c~au~g it,~ms. ~, ~~ j 2,1 AP~I~I~~TIQN ~ AND FEES _' A acaleted applicatari fc~r~ for nevi and appz~~val. of final i `-~ plat has been officially s~tted as sllcxan by Figure 2,1 the following sh~ety . ', 3 All r~~c~uested plating fees have been .: ' d. _. . 2.:2 P~C~AT ~ ~; ~~~.~ - A ~ and final. lat c~~tist p has been. adhered ttc~ in pr~ticm of the plat'tir~ ~~~ • ist is shcxan as ~~ fig~~re 2.2 in ~ s~~;~iah. Tin t10~ copies alao~g with one ~~.:.~~ ~1~ mylar fii~ of the pr~ecl ..plat ~a.tt~od h~~ewith. _.~ ~.3 TAB FtEITrt'S ,, ~a ~ Prc~aerty~ t~~~es hake p~~3d and cep of the paid tax a~rti.f cafes -are i~~cld h~ea:~ein as B. ~r~ ,. ~ 2.4 C~~NS!~JC~~IQN D~CI~~'I'S f ~ c~~nst~rucrtion do ~~nt~s h~ ~ e b~~n ~ to tie City.. ~_ .j ~clineerincl D ~. artarn~nt as a ~ by tin. copies of the doc~ts ark i~clu~c1 h~i~n as A~~pendi~t C. ,; ' ` 2, 5 I1~A~T ~:C~JDIES ?~~act s~ ~. '.es hie b~~een pr ' ~ ' ,: as ar~d are ,~ ir~l~ded ~i~ the text o ~ p~~~~osal o ~tttad under '~ ~ - s+rpar~te c~aver as an atta~t Preto. :, -1 ~,_ J ..~ ~ i i ~, ~..~ ~ I I 'I ', ', ~ ~w "'i C `1 ~i ~~~ ~ -~ ~~ ~`~ __ . ..,, ~, i ._~ AP~'LICATION FOR REVIEW ANh APPROVAL ~' &Z Case No. _. ~ ~ ' ~, ~ FINAL PLAT . D ___. .. _ ate Rece~.ved _..~~ .. 4 ' i ~~~ j j NAME OF SUBDIVISION Kapchnski Hi11 ~..1 DEVELOPER` ~; OWNEFi~ (Multi 1e as shown; on ~ Cu1 - ~~~..~____-_--_---- ------- --- e er R;ea ~a nor --__.-__ 1 ter ,C om .~ ~ - :~ ~ _ - --- proposed ;,plat) .. _... , _ - ____ ADDRESS ADDRESS 17 ~ rK,~le ~'out_h ~_Su,~te 24 0 ___-. } ,_.J PHONE ~ PHONE 4 0 9) 6 9 6--14 4 4 LICENSED SURVEYOR OR BNGINEER: M . L . ~ Hammon s P . E __ ~1.,.. _ ~. _ -- ~._...__-__-__-- - '.._~l _ PHONE ,~4 0 y~_~~ 9 6 ~ 14.4 4 ~--`:~_ ADDRESS 1,~ 0_0 Kyle _So ~h,~. Sute_:2 4 4_.~_ C ~S _,~_ TX__~~ i ~,_.1 '~ ' SPECIFIC LOCATION OF PROPOSED SUBDIVISION Southwes .Quadra;nt _of T_e xas_Av~~u ~ _.~ ~ _ ,~ . E ,--~, I 1 and Ho 1 l eman D~ ive I nter sett i.~.~.~. ~Q.~.~e~~ ~S ~~ ' Qn .~~~~~.~, ~ '~ c _. ,~, ~ TOTAL ACREAGE OF SUBDIVISION _ 1$`.24_5 _~__~__ RIGHT-O -WAY ACREAGE _____.~Q_~__.~___~ ~._~f NIUMBER OF LOTS BY ZONING DISTRICT C-1,~_~~ __ _ __ - _ ___..__ - -. -- - ~ ~-~, S E ,~~~ AVERAGE ACREAGE OF EACH RESIDENTIAL LOT BY :ZONING D IST ICT _ NAs___~~_ _~._.~______-.._ ~ - ,- - __r__,_.~~._- _--___-______ 4 f~ REQUESTED VARIANCES TO ORD fiNANCE N0. 690 No~~ . S ~ -.. i i ~ - ~. ~~I ~' i - ,` ~~-~ _ - THE UNDERSIGNED HBREBY REQUESTS APPROVAL BY T E CITY OF COLLEGE r---, STATION OF TIE ABOVE P SAT. CULPEPPER REALTY COi~iPANY ~~ ._~~ ~ ..... ~... B~ ; - .- -- ----- --- - i ~ s gnature ~ t - - l t le } _ 4 .6 ~9 4.~_.~~_~.~_{date } ,~_.~ ~~ ., LAG~RE~1 E J HASKINS ;,, PRESIDENT _ ~, '~... ~-~, L~.. ~~~~ Rev. lD/$6 ~ i~~' FIGURE 2.1 ~L ', ~, s s _ _ _ __ _ _~ ~ _ __ _~ . ~~ __ _ . ___. _ _ ___ ...:~., i ~Ts _ word "PRELIMINARY PLAT - NQT F'0 ECORU'~ in ,, letters 1/2 ~~ high. ~ When more t are one sheet is ~~ necessary to accommodate the ent° re area, an index `~' - sheet a appropriate scale show a the entire area ~, shall be attached. (INCLUDE DAT ~'HE PLAT WAS ~ ~ SUBMITTED ANU THE DAfiES ' OF ANY K VI S I ONS ON 'SHE ~~ PLAT) ;1 14, Name of contguous subdvis i ons nd names of _~ owners of contiguous parce3.s ~of nsubdivided land, and an ind~icati-on whother or not contguous I properties are ~ pla ted . f ~ ~ B • ' ,_~15. Descriptions by metes and bounds f the ,~_. subdvi ion which shall close wi hn accepted land ~ ~~ ~ survey standard ., 16. Primary control points or desbri: - tons and ties ~o -, -- ~~;~ such control po nt to which, al dimensions, ~, ~~~,~~ angles, b~arngs, block numbers, and imlar data ,, steal be referred later. The lot shall be ^_y~ 1 ~ ~! located with reepect to a corner of the curve or Y ~, j' tract, or an original corner of t he original ~~ i' ~_ survey of which it is a part.: r~ ~, . 1? . Subd yr 1 on boundary 1 Ines indica ted by heavy i t ~.' line . l ,~,1 ~~, _. 18. Existing features as follows: a. Location dimension name & __ , e scrlptlon of r..,, all recorded streets, al eys , reser~ativns ',~~ ea ements, or other public o r private rights- ~~ of-waY within the subdivisio n, intersecting ' ,~-, or contiguous wi h its bound rie o,r forming such boundaries -- ~t ___ b. In the case of plpel~nes car ylnq flammable ~, gas or fuel, the approximate location, size t~::~ of line, design pressure and ~roduc transported. ,; 0 ~,uJ ~~ c o Location d _.___.__~' , ,~menson, descrip ion and name of ., all exi~stinq or recorded lot parks, .public --~-~~ areas, permanent stxuctures: nd other sites ~ within or contiquou with th subdivision. .._~~ .., ,.. r ~ ~ d. Location, dimension, descrp ion and t ow ,~ ~ ~~` ~ line `of existing .water coins s and draina+~e ~ .4i structures within the subd~. _ _ xs~on or contiguous thereto. __ ;~ ~, __ F IG~JRE 2 , 2 (2 } ~;,^, i ~ _~ i ___ _ '~l, ~ 0 , ~~ ` ~- ,.. ~ 1 1 i '.._.,~Y - ~~ . Location of the one Hundred ar ~' bod ~, (plain) according to the mos ~ecen1l~ best ~, ~ a~a i lab~.e data . ,,---~, ,, _._..~_r.'... . (1 } Total acreage rn- flood a lain. __ ~~ (~) Number of lots in flood plain. -~, d, - ~, t 3) Designate lots in flood plain. ,_ 9 t ~ _, 1 . -~ Da a of prepara ion, scale in fee :and north ~ '~ ~~ro~. j ~"_..~ B 2t~. .... Topographical information, includ ' nq ~anli~our~ at 2 '~.,, r foot internals, flow line elevati n of streams ~~ ~~~ and .,~ot~ded meas. ~~--~ 21 - _ Location, approximate dimensions:, descri~tio and ~ ~ name of al proposed treets, all ys, drai age ~, ~.:w:~ structures, ~-arks v then public areas, r---~. re erva~io ,ease ents o~ other i~hts-of-wad-, , ' ,,. blocks, 1 sand other sites with ' ~ the ~ ~ ~~. ~~ ~~ s Bbd` v ion . ,_.j ~, 2~. -- Proposed channel cross sections, ' f any. ,,.~a D~'~3. Existing and/or - propo ed well sit locations. ,__~ ,t ~~ ~ ,~ ._..,~,;Y24 . A number df letter to ident i fY ea h l of ~r site _ and oach block. - ~. _, ~,: ~ ~ .~. ~25. W ~ , Locatio of current city.: units 1 ne and current ~--- i zoning d is r idt boundary. ~~_~ 26. Ultimate destination of tarm wa r for ~ distance _... of ne r~er mile an possible form s~wer~ wa er, 9 s telephone cab~.e 'tale ision, and ~~~ ,; electric and sanitary: sewer. tonne t i ons . ~~~. FINAL :FLAT ---~ '`~ Additions requirements based on fie?dsurv - , Y and parked by l-~ moms ants and markers: r ~. 1, Drawn on 24" x ~6" sheet at scale of .x.00 @ ~e . ~~.~,~ inch . . ~` _ ._~ » ,,, ._. ~~ I f more than l sheet, ah index sh et showi nq _ ~ f entire ~ubd iv~is on at a scale of OU feet oar _~~ inch. _ ~. ! - Pais tax certificates from pity ~ r ~Go11e~~e FIGURE 2.2 (3} _ Station:, Brazos County and the C , . S . D ,~ i •-- S t..- ~~ 3'. Approved ~onstructi on documents ~o n 24" X 36 ~~ ,~ sheets 4, Certificate of ownership & Dedica tion, ~_-~ Certificate of Surveyor ana,~or ~n q~neer; . Certificate of City Enc~:ne r ,_~ Apr ova l o f Comm i ss i on -~ t App~ro~ral of C1.t~ Councz3 Cer~ f irate cif the Count.Y Cle-rk ~~ ~~wner(s)' signature(s) must be i n place before - taking plat to P&~ for considerat i on} -~ - --~ °~~ ~ 5. Park and Dedication information ,_' 6, ~ Exact location, dimen.~ions name nd 1e~a1 , ` ~ ,~:1 description of all existing or re orded streets, ---~ alleys, reaervations easements o other: R.O,W. f ` within the subdivision, inter ec~ i ng or contiguous wth boundary or form~in~ boundary with accurate ~_~-~ dimensions:, bear i nos or de ~ lect i o angle; and ~ ~_:.~ radii, area, center angle, degree of cur;~ratuge, ~ ~ ;,. { ~ tancxent distance and length of ai l curves . ~ ~, . 7. Same infororation for propo ed str ets alleysr . _, ~ ~~ etc. ~_~ ~ ~ ,^~ $. Lot corner markers-and survey mon menu Eby . -., f~ ~; symbol) and tied to basic survey ata e ~~~~ :~ g , Street, alley, and sidewalk plans , :prof i es and sections, with specifications and detail' cost ~, estimates. ~,~ ~ ~_ ~,~N1Q, Sanitary sewer : la with 2 foot C n ours lan and profile lines, showing de~tn anc rades, with cost ~~ estimates 1.~.. E~--j ~__.~~..~ Water line 1 t: a showing fire _hydr P nts valves , .~ ~.. etc.,., with specifications and a d . tai led cost estimate. i r- ~, i __..:~__1~-. Storm Drainage system nat with 2 foot ontours, -~' street lines, inlets,' sto m sewe and drainage ~~ chancel ,with proles and sect ns, and showing drainage and runof f area ,and ~u off bate ~~ on 5, _. 1U and 25 -year rain intensity. ~ tai3 dtainaae ~' ~,~ structure design and channel lin ~ design if ~~~ ..F~~ used, with specification and det it cosh .~r estimate. . ~ :... _1~. ~~-- street ightna plan shawinq oca on of fights, design, and with specifications a d aeta~.i cost ~~ - estimate, ' . FIGURE 2.2 (4) ~- -~ i i '_~s ° ~ ^~ 'f 0 SITE GIW~!TERSHIP m ~` ~ ~; ~e land sed for dev p el~~ _ is a s~.te ' e;~tabl~~ecl by ~, -, ~ eght (8~ band tracts, s~~aaratel aryl ' Y vduall awned • y by. ~1E~]NIE S:~I~SI~' ~ C~~IS~I~1E ~~} ~~~ x~r.~r ~~~ x~~rsxz , Ct~r ,~ _~~ ~. ~~~ ~ ~ r~~ ~c~rrrx, u~:rs ~ ~~sx ~: ELAINE KAF~C15"Kt HE'[~Y KAPC~INSI~, I{i~~IINSKI ;; .ti a~ tirliiliir ~i~i7i\~~ • ,, ~ - S~~ch aa~ - ~ `p is attested to ~ sic,~ature f each aid ~v a~ner ~ -` on the plat drawing that is an ~r~egra], p~~t of ~ p sale ~~ ,~ Sale of th,e ealtire s~~bdivsion tract and al s panted ~__ ,~.~_, ~~ ~ p~i~g ~~r City a r~~t~1 of ~ ~:a p 1 the.. ~ _:p~~ ~..~ ~ ' sale ' is to be ta:~nsa ~~ , r~~su].tu~g in tr~~ns r of p of the --, E complete site ~ a sin~gl~ c~+m-er Site 1 wi~.l p ~~ tin be ued. ~~, .-. ~: _„~ 1 ~ . ,._-. l J I G i.^~ i i ~ ~~.~- ,~:.._,~ a. i^, ;' E 1 /.. ~... ~ ~ I ~ .. . I l._, I~~ -. . .. l.__„ J ,, ~ ~~f r '~~ e _T.'f I r --~~ i '' i 1 _ _: _ _ i 0 i_ _,} ,,r `, ,, i, w~:y .0 F~ISTaNG S:CTE ~e pared s~abdivisc~n site is land af#:er h~aLSe ~7l ~. ~~ e situated arl 1y slopping ~e lope is ~ from the: -} T~;Kas Ave~~ue,, Holleran Drive in ~ ~ectlor~ toward the So~~thwest c~or~~er of the pr~~~r~ty. , _ ~ ~e Slte is Sltl~at~d a1C~Cf '~ WGSt IOW of Avg, 4~3.th ogle ~ f thousan~ccl any h~r~d tl~ tr~o+ X1,132.43} feet of ge end with ~~~:~i frontage aal.ong Hohen Drive of five hut~~red ei t+ 578.. ~2 ~ ~ ~~eet. S~~ch location por~avid~s ac~eq~ate fx:~ontage for v~~way ~ohfipL tion /i ,~-~, p i ~ ~ , ar~d design ~coo~g to the trf~c ~aa~act a~~alysis , h~~.th. _~' 4.1 ZC~N]C1~G -, '' pr~~xased de~elo~~ent site has y rezoned ark -- is wig the City of College Station al ~ dastrot °0"' ~ C-1. Pz~~x~ed land wage ~ cc~ent wi ,- ; zo~ning. ~~. 4.2 ~Ol'~'AP~~Y ! eKis~ing t~°xrain is a ~, g e slope kith an overall sl diem of a roxi~a Pp tely one ~1~) . Surface: d+~~nslape is in a ly ~i~on hi int of ,: ~4 Y t~ we feet X31.2 ' elevation to a law of approxamate].y ~ tra~a feet 1302 ' } elevation. ~ A t~ - ~~ ravearse of the p frr~ a hi paint at the texas Av~a~e Holy Drive irrk~x~~acton to a 1 pint at the ,, cor~~er of the property. D~vel of the sto will l' __~ r~rsu].t inn ~inl Qs. r ~, 4.3 RIC~fi~FY AND ~'I~ .___`, Rghtss-of-~vay, easea~nts a~~d/or cledica ' ons ~r~e laanred to p _` pr+cvide for or a to the , e~r~nts ut~. toes, etc. , to pr~~-perly develop the ita coorc~i~ng to ~~~~ p plat:. ~~~ ,; 4.3.1 ,gently '~h~:L~e are t~hiree (3} the site. ~,~ ~ +~~a~sting Public Utility easement of feet 10' width ~ } along twn feet X200' } of the Ho , le~aan dive p ,._-:.~ line at the No cox~~r of the si arx~` of ;ten feet c].0' } X dour hur~dr+ed ev~~ty feet X470' at the ! ~~ end of ~~ the site ar~d of ten feet X10' } X eleSren hund~.~ed' ~ too tlh~ur"~y' r__ , feet X1,132' ~ along the ~ Teas Av- frontage. ~~1 Eas~n~en~ ~ltiang'es are pied as Slux~r~ on the plat.. -~~ E. ~~f l _~1 , jl -~ G 5, 0 S~JBDIVISIC~ 5:ITE Site Pla s1].1 be acco Ming rcg to the C~, ' of .Collage Stat~won _ ,~~ ~, ~ s~~bd~.vison o , a5 p hea:~n. ~ '~,, ~.. ~~ ~~ - 5.1 PLAN - ,...~a ~e s~abd~.v~sion is pla~~n~ed as s~1c~m b-y plat dra~nr~g ,1 Illus#xat~arl 2.1 s~abo~itted ha~with. s ` te cc~nsi~~ts of trio (2} ~ ~ ~ ~ ~ f ' lOtS s~ert~ed ~ the ^9 MN' or~~ili Vd. ~r Mb W MJ • ~o .~. ~~ s~abdiviscn slt~ets or alleys are needed or ply. _~ V. ~ ; 5e.2 - _~ I '~ -- ~ ~ ~ ~ ~~ Site ct:~:~nage a to the City o ~, en ~ ~ ina a doh and , ~~ ~ /~~ I. si{y~jj has be tom - d+arod wa..th ~.~r~ww~~irmrwwr~~~~ww, the r~~~ultu~g analyses ~~»,. and design s~ah~t~tited h~r~rith as Attar,~~a~t I ~~ -- 5:.2.1 ~Tatau~:al Run-~4ff i ~ 'i~~~er~ are ~ 1~'i`i"' ~~s ~ ~~ Wl'1w7 or +I~~~eL il~i . • J~~r of 1tR~ lr `W~ ~i i ~lajt~ SAS Or3.g11~~ OIn the Site o runn111g thr~lg~1 the ._ site. Nata~ral. r~~uafall run-off flc a 5~, 5~~- '~ ~ west~-xly c~.ir~~caicn toward t~~e ~~~th Wiest pr+?ertY liras ~~~ ,_~~ w3.th t~rtructed flaw t~ the adjo' prr~~ert~es tl~enCe p~ri~~tly to the d~ ditch prig' t~i.~ at the Saut~~na-est ~-~ ~ vor~~er of the site and fly to an S~'eet cu].v~rt ` structure and ulti~ately to :Bee ~. ~e calculated: ~~ ~~ ~~ ~ „ si is tlaus~ -- ~~ ~ 25 1~ = 88. ~~ ~~.; _ 100 year = 115..:2 ,~ ~~~ 5.2.2 Davelop~d Run-off ~~~~ ~ effecrts of drainage run-off increase due to c~vela~~aaent h~~s been c~nsidirr~ed and uated a~ prescribed by the +~ity d~ai~~age ri~gul.ations rrexlt abav~. Rainfall run-off s~aa3.1 be managed ~ st~+ch a that run-off w].1 ~; ~~~ be dver.l to ~'~cifc site ds+~haz~ge ~1ts as sllaan hY '~ ~ Attar~~~nt I. Stor~twate~r c~~tentiari fa ' hies sell be ~' ~ pravd+ed on site. on site d~e~ention ' 1 be by ai~rategc ~~~ ~i~ ahe site c~~velc~ent by pcmd.~r~g in a forty ~~ foot X40' } by five htivn~dred t~~nty one X5210 } awn `~~ ease~rt dedicated to stor~aater ' can for the eight~een+ X18+} sores of t~~s site and the t~+~e1. t12+} cre~ of adjo~ future ~ult~.-f~niay d~aelli~~gs . ~,e tGnty five '~ ;- ~ ~~5} yi~ur stoat ~~~!~'~~, cvelo~ed ff rate s~aa~a r~rt e~~eed the ut~~~~e].oped run-off rate at s~~me storm '; ~~' f~~c~ue~c~r. In addition, run-off will ~~an~a ed for runoff ~' ~_ retes ~ the hw 100 form f en- ~~ a ~~,~ r,~ _, ~~ o 5.2.3 Drava a facilities g ~ e facilities :have beam t~ n~~et c ' Drawings are inclu+~ed th thestoz~water ~~ a~~alysis that is pr~serited as Atta I and is an: ~, w .~. ~n~~gral ~ of ~ pr~'~poal. a ; ; ~' 5.3 EROSIC~T C~ONI~L ,, ~, - Erosion Ctrol is an i~rnpor~tant e~rrv' factor relating -- to the process of landj c~vela~~ and. usag . A,cco~l~' erosion ~' co~ltrol gill be a~:~3ressed in futaar+e _ d~avea. ps, ~.: ~~ 4 ~ 5.4 UrIt~IT:tF.S - - ~ ,~ ~ ctY ' ` ~ i . ' ficat~ and ,~ e~aaluation of public amities as well as 'vsic~ .aact upon those utilities is mandatory ~ ordir~e, or ~sbd~isian ~_. la sth id+~ntificatic~n and consi p ~ ton is r~exrted as ;~ follows. 5.4.1 Water As s~~c~an Ill~aratic 5, 2 ~' ' 1~" watex.~ --. ~m~in is in place along the +~1t~.re Bleu :hundred ~ t~o+ , t ,132+~ feet of T~ex~as Avea~u+e fr~~~tage ~ V~ verification --a has ~~n obtained frrm~ Mr. Bill ~.iley t the city of College Stat.ran that: ~ -~ 1 ~ ~e 18" ~~.n is ~va~.able f p. ~ watex x~rice to ~~~1 2~ ~e estimated water volume for a c~,rcial project of the size ible ~ site ~~, _ will iac;t the 18" water gain ligably. ~~ ~`~:~ _ Geed maxiat wager cc~s~o~ at site ass _ l~ H.E.B. 6~, 6~4 Sq. F'r. 3 000 _ fry H. E, 8. statistical da } '~~,~ ~ 2~ o~t~ler 1~0 40~ Sq. Ft. ~, Oo0 GP'D i (See Paragr~ 54, 2.2, 4~ ' _ s~~c:tia~n~ r^ ~~ ~ '.t~iis I7e~~ted ~axia water usage is id+~r~ed a ~. , dative design v~olu~ae for the ~ devela~aet~t pla~nn~d at ~ -site ar~d pr+e,~ents ~ e~~tra~ load d~xnan~d~ upc-n ' ~ ~~ t~-e ~~ust~ng 18 s~~ply ~a~.zn. u Fire line ar~d -fire hy+~r~unt r+equr~ent and placcnent ..have r~ been ec~asic~. f ire h!~alrants e~Kis~ing as shown by ~..-~ Illu~t:rati~n 52. In ~~c~er to Beet a jarred standard of ~ hur~red (300 feet maxims fire run, additional ~~; f,re aalts will be S ~ ~~~ tlh~ir rn~aber ar~d placraent are de s~~ecfic and ~..j facilities,: plans for t~~ will byre a pant i of the do-~rel ~l~'~'nt p~.t~tu~g prc~ce~s. 1-~-~ ~ ~ t`µ o - ', ,.f ,~ r _ r--t 'r~~ ', ~<~ m It is h~ea~eby presented that water de~~and due to ~ p ,r site ~xss negl~gable ~,aact ~ water delivery _ ~ facilities. No additional or upgraded deli ; ~'~, lines or 4~. p~rcz~u~t..ari facilities are ~~q~red or ~ ~ -~, 5.4.2 5~~wage ~_~ Iilu~strathc~ 5.3 sl~cxas all lines s~~xv' the ' ' to area of the platting site. cal.c.ated capacity r~~1 ~vail.able for use ~ ~ site is at the t ~~nhole ~p~ !~ ~~' for each of the #~hre+e (3 } ~t~ir~g ir~es ghat are r~eaday ~~~ . V- available for s~x~ice to the site. W each o~ the ~ 3 (~ ~~ capacity fg~~+es ~ for each ~ ire GPM} ~ also tho ; ~ ~ ~ ~;~ . p~oje~rt~ed flcx~ tl~t is pr~~osed for ° ' o~ ntto th-e sewer ~__4a i s~~ at that 'point. ~~ flc~ ~~~acity arvai].ability resew cup th+e ~` I1l~stxation has b~ Ca].CUlated by ir~g the ~~is~ line's !~ flaw` capacity .with the estimated or p >+~~ted sewage rat from ---, ~~tiryg spa a ~a~exat~~rs and fin v~a ~ g land ad'ac~nt to each 7 ~, lire ~h~~xefore, the p~reserrted line : pacify ~ability~ is a ,~ ~~ '-~ a~ndtion that. Consic~rrs all projected futaa~e da~and a1on~ the ~~~ ~ a~~a1.y~1. o !, ,~ , a ,, ~, ~__3 Table 51 belo~a s~ari~es the ite d~aar~d and available line capacity c~t~~ars~~ns, ~~ ~i___! .~ TALE ~ 5.1 III ~~_~ ~ 5;~.t r Fro7e~~ed ~ ~ S~.te Ct~t. ~ Cap... ~--~~ S~rstern I~ix~e Cap. Cap. O~t~~er Use ' Av~~i]. A~~.il. Demand D~~ 'I~is Line !i I A 66 63 0- 63 18 13.6 13.6 20.6 ~~ (-~; ~3 63 63 19.9 43 18 13.6 ~3 ~, 5 53.2 ~ ~~~ ~ C 121 121 103 18 18 13.6 116.6 96.4 D 256 246 103 3.~3 38 13:.6 ! 116.6 45.5 ,, ~~~ ~ E 265 246 ::144 12:1 38 13.6 15'1.6 59, 5 '' ~' 259 246 208: 51 38 13.6 22106 85.6 :J G 3~~08 ~ 24:6 208 ~ 100 38- 13.6 221.6 71..9 ~~~ ~ H 246 24d 208 38 38 13.6 221.6 90.1 ~ ~ ~~~ ~ I 6 24 ~ 246 208 38 38 13.6 221.6 90.1 ~~ II A 428 428 0 428 224 80:.4 80u4 18.7 B 452 451 11.:7 439.3 224 80.4 92.1 20.4 ~, C 451 451 198.8 252.2 .224 80.4 27.9. 2 61.9 ~~~ D 522 522 ( 198..:8 323, 2 224 80.4 279.2 53.5 E 678 678 454.: 224.0 -224 80.4 534A4 78.8 i _ ~ F ` 1108 983 454 529.0 524: $04 534.4 48.2 i ) G 1316 983 454 529.0 524 80:.4 534.4 40.6 ~. H 1083 983 459 524. d 524 8fl.4 539.4' 49. 8 I 983 983 459 524..0 524 80.4 539.4 54.8 III A 3~7 3~1 25 X36 311 0 0 0 `~ B 361 361 _50 311 311 0 0 Q ~;~ ~~ ~~ ! ~, '~~R ~~ ~ ~ 5.4 s ~ r ~ ~~ Sex's there are two (2) ~~ lines 'to the site presented h~~re~n and cl} se~aer dine r~ ', ~~ .~ the ite, with direct ease~azt ccess~ '~~ Ore of the two lilies to the s~'te is located .~, ~, in an exist 10' e* lel with and adjacent ti _~ to Holleman Dive in the No `core of the . , site.. 'Ihe lie at Cl N~ax~hole #652A and :.-i pr~x~es~es dcxan. gradient- to ~ le ~~45 which as in ~~ ~~ the suer yin that has been l~~y the City of ~~. College Station to be fully te, wig for __~ ~~aact a~~alysis for ~ proj .: ~ ~~t~ ~ ~ consisting of ten X10) manholes and ~ rL~ne ~~) oc~nn~.~ctng seraer lines will be ' fied in - analysis as Se~aer Steam L ~ L~ o~t~~r e~~stng 1 tc the site is located i~ an ease~a~t which is p~~ral].el to he Seth ,--~ ~ line al the Noah 1~°~Y a of the Par~ra g Y Playa wisian 'Ihe ine its eas+~rrent .~~ ' p~trates the site to a clean , upfl~w frr the ~, -~ City: of ` Co~.lege Staten N~anhole #105. Yt is hea~eby pro!pC~1 that thhe ~..u~s ar~d , up~llc~ ar~d ~~ c~o~laW frr~ l~a~~,a-le #lOfl5 be and that. ~ s;~. s~~r ec~romence at N~anhol „ s #1004 and dean ' ent to ale #990 ' oh is in the sewer ~.:~~ m~.n that has been the pity of College Stat.on to be fully al~~ecate w need for flaw ~~ ~ ~ and -au~aaysisfor ~ p j ec~t. ~ ~ cx~ns' of ten l~ ~aa~~holes without: N~anhole _. _. #1005) and t~ n:ir~e ~9) ing s ~' li2~es will ~---, _ be id~ifed in ~ anal. is ~ Se~~ar II. 5~~. ~~:~~ ~e ~ sa~r line in the immediate. d]C'ea - - is located ire an ~a~sting util eas+~aner~t along the f . ~' Wiast edge of Parkwa :Plaza y Sion ~ 8 rear ~ , -_ - the ~~xth p~~'tY 1.:.of ~ site. 'anis Baer s3~sin c~aaex~ces at City..... N~ar~hol ~1Q1~A end ~roglesses r~~ ~ ~ gradient to N~~r~hole #114 ' ~ is in the main at ~ ~; ~~+ood S"~:eat. ~ ~~ is~ts of three (3) ~. m~ar~hcles and t~lzeir twa (2) seear lines. ~-~ ~~ ~ line will be i~fied in analysis as Sewer , ~~~ S!~.~t~ct .III:.... ,` i Each of these. ~ t 3) ~ have b~eQri ~ surveyed as Shawn ~ ~~?endx A, Figure A.1, ~.2 and ~~ A.3. Each ~~vey is a se~~er 1 ` ~ elevatcm and dim~a~sional: survey and in r~ wa are it " , to ~T-~ . be, nor are t1r pre~ex~ted to a s~~vey of the sewer ~ :: ~ sS~tm's ~zyscal ccmditon date pravded by the .~~ s~~v has been u:~ed to r~alcula ~'Y ca ci _ pa ' y for ~ear~ of the carm~rig lilies in the j3) '~ } Compilation of the s~~rvey data se~~er line ~citeri:atics are S~'lawn by A, Fig~~re A 4, ~ A.5 and A.6. dine capacity as c:u].ated h~arein is ~ r--~ ' ~ s]~awn b-y Tabhe 5.1, ~ragra 5. , . Z in t~~s- ~~tior~. i ~ w ~, ': '~ _..~j ~ ~ _ _ __ __. I m 5 4 f 2.2 Slue A7R~1111Gi. KiiaGi~ if~t ' ~ i ~ , . r Dsvela~~ of flue site as pl ~ ~ ttsd hea~e~n is .prel.~iinarly pla~nr~d to r~rsult in cue sup~rmarkst of ap~~~xiaately 6d, 600 square f arrl up to apprr~i~ately rrv_;1 160,; 400::.. a.tc~al. ~1 floor space. Prof e~~ted ~~ _~ ~ s~:wage g~°nerat~o~ is - ~ ' 1) Supexm~rk~et - 2, 700 CAD ~ ' ~ ~ ~&~sed o~ H.EB.S~~pex~arkett tistical ~ ~ data, as 09 x Water ) _~ .., ;~~ 2) Mark~et:rig .Space - 36 000 Average i __ ~B~~s~ed ~ praporta.onal floc elm x 50) ~ r -~ T~7TAL 38, 700 Average ~ _,_~ :- 1 440 = 2~.9 Avera e g ~ . ~ X 3.5= 94 C'DF ( -, 3) D~~and D~:~tr~]~taon r r R,eta.'1 Space 92.44 ~, Q ~ $7 CAM, Peak.. R.S. Disr~e Rate ~Q = 0 .542 GPNi P~eak,/1000 Sq. Ft. '~ R~+e'ta].1 Space ° L, 14, 000 , Ft ~ ? GP~i P K Reta.~.l. ~ II, 24, 000 . Ft. _ 13 GPM ~K ~~._ ~ -, ~ ~R~rtail~` to III 110 000 ~~ Spa , , .Ft. = 6~0 GPI PK R~rtail Space IV, 10, 000 .Ft. = 5 GP~t PK ~,{ Rieall: Space V 2, 400 S . Ft. _ 2 GPI PK ~,~ ~_a i tSee Illustration 5~. 4) . ,, 4 Se~wa a C~enQxatic~n Criteria ) g ~- H E B. C~~pallyr ply si 5L~3E'r]~2t1 r.'!~oY'ts to that their sta ' 1 date s~~cx~ that ~`~ stores, the size tc3 be use ~ t+~-ta1. of ~~~ ~, 000 gallc~s of avatar per day 90~ of that watex _ is e~-entually ~ ~ ~ ed. i~~to s~~~age s~y~rn. ~, 3~h~~refore, 2, 700 GPI has bin as the da_.ly ', average ~:~wage dis~~ge rate fo the b6 600 ~~aare ~~ foot: supea ~, ket. ~ r ~ ~ :mama' 160 400 fee ~uryg , s~~~are of ' p~~tential ~ marketing space has been:.. ca tvely to c~anerate sewage at a :rate five ~ ) ti.~aes g~re~ter than ~F '~ the supermarket, t~~xefore, th+e - is suer detttand ';~ design facit~r bF~cca~s: 0. X24+ ~/~Y/~ ~ ar 224.4 g~.lons~day%1, O~DO Sq. ~ Ft 4 5.4.2.3 Cff-Site ~~~ex Dyad _ .; '~;e basis p~r~nise of sr~ ~ , ~tt~dy is tc ~~ a~~alyse he impact of sage g fed hY the pr~:~posed , ?~ s~abd.vsio~ site th+e sewer s~~xvir~g that r~ site:. ~iis :analysis a~~ares praj e~~tec~ site s~:wage flaw to the a~abhe ~ sit capacity. ~~~ ~ Capacity is ~etab-lia~zed with t~~e i~~chusit of ,~---, ~;, - -~-~ .. :_ ~I ~ , ', e __ ~ r prod e~~ted s~:~wage ~'r~erat~on I'i~ all affable acreage ~ s~~xwed ~y he s~~~t~ca, between s~abd~.vision situ., and.. -' the ~~nhole that has been est-.ab ~ by', the City ,~~ _ Er~gine~erir~g ~t~~ct as the tom; e~Ktent of y ~i~sl~tl~r; _ II ~.~~ ~~ Illt~s~~:ation 5.5 depicts ge gyration far ~! developed and wn~veloped land, flaw gealerati~an ', ~ ~~ - u~~ed for ~ ~~~dy is: _~, '~ ~~ i~ Polar Bex arty - 700 P ~ loo _ ~o o00 ~_~~~ 2~ t~t~~x N~u]ti-fa~ly level land: 16 UrUts/Are ~ 3P/Unt X 04~ GFC/p = 5, 000 GPD/A ~ ~_~ 3 ~ Utx~~telt~ped I~~nd _ 5;, 000 GPD/A Table 5.1 r~rflexts these p~j g~°nrati®n rates -- ; i ~ '~ in the proje~~ed fltx~ rate da ~a - 5.4.02.4 Site S~saage Assigr~aant -- ~ B. an t~~acgraphc cx~s tiaras ~ p~~tental ~~ ~ mares spa~ed~ibutio~ an th;~ site and s~+~~er line ~-~ ~ r • ~ ~ c~~aclty a~~.tlab~.hty, s~:wage ' ~ ass~c~rent has ~ been:, pr+:sed as ~luxan ~Y Ill tiara 5~ 4. illustration is a sc;hsmatic a~~:~mate '~ ~... locations of the s~s~age sauroes and the pr~;~osed rc~u of the discharcle. S~~,ch rou~~ng r~rs~]tsin a ~ ~~ d~~triJ~~tion that lass nat q~rer oad the 100 capacity of ~j line. Table 5.1 seizes the ~c1lT ~s d~r~d of e~~r~i line and each sS~st wi da~~txon acv~rdirig ~~~ ~; to Illustration 54 r . f ~.~~ Even tr~au~gh s~~t~ IIL at the S~~xt~ end of the _ wisia~ site, hay been ir~v ':gated ~s a p~:~ssible , ac~~arxue for s~:~age di~x~sa1, its ge is peed. _ ~' ~ ~c~~q~ate ~~ is ' c~~?actty able via lines al ready C situated c~ the site. ~~~-~~, ~ 4 ~ Flaw rate to d+~mand that are bated on `~.~ valid field s~arve~s and c~ful s~t~aa anal is, ~.- it~.~cate that the p~~~osed ~ d m sicm can be aoc~ ~ s ~atsd ~Y the e ~ Witht~ut '~ ~~--~ ~~ overload. St~h a~ ~luaton~ t~~nent pan be~ m~~de even if all acreage sexved by the were ~~~ developed. ~~~~ Sr~e full c~vela~e~t has hot realized at this ~.~ ~i.~e ~ it is an ~~en ire ~ ve staa~aent~~ to say ! ~ that the ~ Ming s~.~wer s tie to s~~ve tie ~_~ . ~ ~ ~~ prised ~abdivison 4 1_..=a 5.4.3 Elecrtri+~ity ,, Electric " . P~~~r ~ aril a ' ability was d~sa~ssed I with Tc Mc~~als~y at the p~~~er s~~vi c~~aar~tment. ~~ ~ on of the its v~x~.f~.es that lines are in lace p ~~:~~ along the entire T+e~ Avea~ue frontage. ~. __, ~, ~ ~ ~ i a _ __ _ _ L_. Upcm discussic~ with Mr. Mchal amoE:~nrig H.E.P. 's _ zx.~a~aent fob ?OOK~~A, 3P, 277/480' and the fact that _~ an a~litiona]. 160, 00o Sq Ft. of mar ing space r~l.l r~ixe ,~ a p~r~ortior~a]. peer ~lY, I was tol that p~~~er sexvice ~~vs ~' ' ' ~ryd stly presented r~o p~.ia~l.ar; p lea. No ~ line ,~ ~xtensicros or Lion ~~ ~'~ ~ are ~ 'red to T, pr~~aexly s~yrve the ~~risari tY~e~:ef rs e~t~~sive p+x~er '~ ~ ~ ( analysis appeears ~anne,~ess~. _:~,, 5.4.4 Nata~:~l Gas Natural is ~vail.able: for at the ~abdivson ~L -' site. An existing 6~~ line _ the full lea'th of the Z'~~as Ave~lue f~~~ta and acco to ~ Brune at IAne Mr. M~ ~~._ ~ sitar Gas: Cc~rnpar~Y, adequate supply and r+ess~are {approximately ~_~ 20 PSI winter press~~re~ are. gable No fut~~ researc~i appe~~ars to be ~+ecess~~y. s ~~ r--~ ~ A cx~aplete ~ar.ffic i.a~t a~,aalysis has been pr~~~ared ~y ~ ~ Traffic F~r~gir~eers, Ire. and is it~l~u~ed as ttaclhc~en~t II to ~~W~ ~ p ~ dal. i~~~ 'l_ - - ;~ry~ ~_: ~- ~~ .~ o_ T-, _ ~~~ ,, , ~~ ~- ~~s ~~ ~~ ~, ~~ ~~ - ~~~ --, ~, ~~ ,..~, i e '~ --~ ~: ~~ '~'1 ', j . ~a I_., ~, I, J -, ~.---~ 4. ;:;J '_~ '. ~ _ _~w ~ _ -_ _ _ __ __ r--~ ~~ '~ j ___~ Iii I ___.~ .~ i ~_~. r--~ i ~,_:; ,, L~ _T 1 --~ ,I ,~-,~ ~_-~~,: --:~ r 1 _ j, '. '~_: J ~-~1 I. 1~ ' ~_._~.I i i jI ~. l' ii l 1 __ _ _ __ _: j~°" Sl~NITARY SEWEA MANHOLE X1006 ° TOP M,H. ELEV: 304.20' .~ IN 8":297:90' ° ouT a"i 297.70 1 ° ~s/ ~ '~ SANITARY SEWER `'S _~ ~ MANHOLE #1004 TOP M.H. ELEU:303.30' IN a":298.40' IN 6":297002. .~ OUT a": ~96.3b' A 8" F~~.~~~ 5=.00620 t ti ~~ B 8 " , ~,~ 0 S NITARY SEWER -- SANITA MANHO Y SEYIER ~ ~ MANHOLE X1003 80`' E X1001 ~ TOP M.H. ELEV.. 300. _ { ~ ~ TOP `M. ELEV.: 238.70 ~' IN'e":294..65' . ~ . iN 8'": 2 ~ ~ OUT-d": 2,99 IN o": 294.7b' 97 OUT 8": 294.89' 292 ~ . --,~, i - ~.+ p n . v ~~ 1~ a ,1 ,ti ° 5=.006904 ;, SANITAR SEWER ~--~ D 8 rr MANHOL X1000 ~ TOP P.Q.H. ELEV.: 29.6.58' 0 0 9 2 5 6 :~~ oUT 8M S- e a1' ~_ : . : ~. ~ `•~~. ~ o`~ . . ~ . ~ SANITARY Sf.WEA ,~._.1 MANHOLE f~y94 , 1 ° TOP'M.H.ELEV.:293.89'\ `SANlTARYSEWER f ~ IN 8" 28G.53' MANHOLE X993 '~_-~ _ IN 8': 288.3' '~ TOP M.H. ELEV.: 292.89' "~ ~ OUT b":186,5T E 8 1N a":285,14' OJT 10": 28b.69' --~ . 1 S=.01.5599- F 10 ~~ ~_ _ 012826 ,., , w, a ~.- ~_, SANITARY SEWER ' MANHOLE ~990D I ~,~ TOP M.H. ELEY.: 288.b5' 1.9 (~E BEARING ~ I STANCE. IN to":282.a6 ~ I 1N 4":282.42' G 1 ~ rr S 53° 22 `54 "E 53.21 ' ~, _ OUT 10":283.62' M ... 17 ~ 15 , S-•0 N 4 SANITARY SEWER MANHOLE: N990C _ .1 ~"- TOP M.H. ELEV.: 285.82' 10 " ~ IN 4•:281:.02 H ' , ti IN 10":279.38' J S- .012 2:61 ~ our 10":'2?9.36' N ~ 4 .. --......_., ~ ,.~-SANITARY SEWER '} I `~ MANHOLE X9908 rr ~ 1 0 TC? M.H. ELEV.: 284,82' ~ i ~ 'N 10":277.83' 7 `^ S ~- . 0 .Is 01 Q 4 ~ . IN 4": 182 41' 12~ , . SANITARY SEWER _.,....r 01JT 10:2, 7.81 n1AIdH0i.E ~t990 !~ TOP MHe ELE J.: 283..3' IN 1Q":276.64° '~~~~ OUT 12":27b.9a' " ~} ~._.J ,_ _,, SE~1ER SYSTEM II ,, . C~RL.C?1~~~Git~c~ Sure ire lrt ~ ~ APPENDIX A ' SOMERI~''It,Lt ~ TEXAS 77b ~ ~~ ~~~ i FIGURE A " 2 __~ I:.~s ~_ , i ,` _ J, ,._ _.~ i ~ j __.,, ~, i ~ . 4~. •. l~~ ~ j 1. ~. I_r.._„~ .. - i - i { . ,SinJ~rnri fr~s~v~+.~ rOP ~. H. V. ~ 3OY. 17 a. OUT J•+ ~]Y.33 { ~~.~ ~ l ~ -: ~'~~ 5- .04569 . } I ; ~ Q;,, o ~ tl~lT~MdJHd~ A ' O ! r .~~. l~PJ~.t '1(~ V. ~ J 1. ~ ~ ~ur J~~~~~;1~ ! ' i 6 ~,_ ~, ;; ~, i i -- ,1 'i ~~~ B 8" ~_ ~ ~~ ~~.~ ~= . 0 0 4 419 7 ~ ,., ~ ~ 1 Ji _ - III i :~ ' i j ~ _._. 11 ~. ~ ~ - - I ,} f~A~T S~W~ ~~~l~~l ! ~ ~ 97 03 ~ N , , p . 9 ~ ~~~ d~ .__rl j . SS l lO~ d C °~ ~ d^a r°" } i r `` J I Tl y ~`~ ~ ~ ~ i ~ c E.XJ ~ ~ _ SEWER SY S'TEM LI I ~~~.. I ! , ~ , , ~~ . ~'A~LdM~GNO ~ 'urve ,~ Y n~, -~ ,~ ~ SOMERVILLE ~ . TEXAS APPENDIX A 7 ~~~,i ~ FIGURE A.3 ~, ~ r~K-~ z ,. i ~..,-~ ~. _, r ~ t ' .~.Y1, k~~ VJ • ~ ~ O f'r'y Z ~ ~ ~ w ~ a ...o :~ '"" A _.. Z ~ ~ ~ d'' ....., 0 o W w cry , ~~ .~. .- 1 ~ ~` ~ ~ ~ ~ ~ ~ a w ~ ~C H W A ~ ~~--~ W W x ~, ,~ ,. _ ~ ~ N ~ ~ W f~ H ._.. r-,~ G1 ~ ,.~ ~ ~ ~ ~' -~- ~ ~." --- ~ N o to 1 00 ~ ~~' t ~, ~ ~ w ... -, , -- ~ ~ '"'~ ~~ ~~ ~ ~ ~ _ ,g ~ _ ~ 1 ~ t / ,. r ~ ~ w M r`} ~~ a" r o • ~ ..r ._ U ~ l _^,~ ~. .~ 0 l ~ O f.. i .~ ~. ' yam. ~ ~ it ~ ~ ~ .r, ~., - ~ ~,. Q ~`~ ~ .... ~- ~ Z H ~ ' ~ H ~ ~ 1~y'~ ~ ~ 1 M ~ ' • ~.. ~: • ~ V ~ w~ o ~ ~ a M ~ H ~ w x H ~ a li ~~_~I ~ a H ~ a ~ x ~ W r~°} W I ~` ! ~ H ~ ei' ~ ~~ ~ ~ i r~ '~ H x II ~ ~ ~~ U ~ ._ x ~ ~ ~~ .+r ' ~ ~ ~ ~ ~ ~ 0 H r'" I ' _ w H ~ d~ ~1 ~ 0 d ~o I~ ,~' 4' ` ~ ; ~~ H H ` ~„~ ~ , , 1 ' ~ 0 W ~ '; ~ ~....~J a w A H ~ ~ I ..... .~ ~ --, ..r 'r"l ~~ _~ ~ O ~ U1 - ~ ~ w H a -~ r A y ~ ~ Z v r~ r~ i`4 I~ •... Q ~ ~ ~ ~ ~~' w H~ W A W a V.. ~--~c ~' J W Q ~ Z ~wYi ...~.. ""~ "~""`` '~." ~r t` ~c?` ~.~ w w ~~' O .r.•• r^ ~ r.. ~~ ~ { ~ C7- ~ t'1 ,~ ~: ~ ~' ~'~ ~' -~ ~ ~~~ ~ ~ „r, ~ ..moo ~, _ r V ~ ~...r . ~~ ~*~.. ~++ `~~ ~J V _ ~ 1„/ ~ NAB, /yr, ~r ~ ~ = ~ ~" ~ ~ .. ~ ,{ V- ~~ ~ h- ~:. ~ ' t5. "~ ~i ~ C~.. ~ p ~ ~, ~ D ~ cT ~., N ~~ q ~ ~ .... o C1 ~ ' ._~~1 ~ ~ M ~ ~ ~ . ~5 9 ~ 1' ,~ ._ ~ ~ ~` ~.' ___, ~ A ~ . ~Ut~ ~ N ~ N (~ N w cn o `. _' ! }.~ ~M N ~ H ~ H ~~_~ a ~ W H a irk ~ ~~ ~ ~ ~~! ,~y ^ . ~ { ~1 j~~ V1d ~ f 4 v1 ~ .. I i U a ~- ,_ ;} x a ,, ~ ~ ~ ~ ,... .- ,~ ~ ~ ~ ~ 4 cT 6" c~,•. car- c~ ~- W U ..,, .. ,.... ~~ ,.~ i H ~ ~ H ~ }'"~ ~ ~ !~ 4~ ~~ ~~ H ~ ~ Z a w A H ~ ,~~~ ,, ~, .~ __ __ _ a~ _ :_~ .. _., r .r.,r ,- ~ 1 +` »" O o _._,l ~ ~ w ~ ~ ~.• ~ _ ~,~ I ."' A -' y ~ o. 3 ~~ ~..~~ p ~ , ~ W a W u ~ ~~ ~~` Q a w ~~ H ~ ,~ W A ~ A W :! ~ SC ~ ,~ ~ Z ~ __. Wf ' ~ ' ~ ~ a ~ _ ~ o ~ ,,., ~ ' w ~, ....~ c cn ~ w . !l ro ^ ~ `' ~ \ \ ' ~ i" {~G~~/ r I"~ I r ~~ ~ 1Iw~` f r ~~ h ~ ~ ~ r ~ ~~ ..,,,.,, , ~ `' ~ H ° f 1 U U~ ~ r ~- - l W H ~ ~ ^r r ~I nr ~~1, ~._~ ~ ,_ ~ M N V ~~) U~ ~ ~ ~ ~ i ii !, .. ~. 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