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HomeMy WebLinkAboutPacket " u u SPECIAL USE APPROVAL REQUEST Carmel/Clay Board of Zoning Appeals Carmel, Indiana Project: Clay Junior High School Additions and Renovations Carmel Clay Schools Carmel, Indiana September 23, 2002 .t RECf\\I(D I ~ SEP 1~ 2Uu~ DOCS rneJrplanningl!lowey U ~CJ[J Assooates, Inc. Architects Engineers Consultants PROJECT NO. 201103.00 U CITY OF CARMEL - eLA Y TOWNSHIP u HAMILTON COUNTY, INDIANA APPLICATION FOR BOARD OF ZONING APPEALS ACTION SPECIAL USE APPROVAL REQUEST Fee $630.00 DOCKET NO. SUA-l60-02 DATE RECEIVED: 1) Applicant: Carmel Clay Schools Address: 5201 East 13lst Street, Carmel, IN 46033, 2) Project Name: Clay Junior Hi~h School Add1tl.OnS and enovat1ons Engineer/Architect: Fanning/Howey Associates, luc. Phone: (317) 844-4948. Phone: (j 17 )848-0966 Attorney: David Day - Church, Church, Hittle & Antrim Phone: (317) 773-5320 3) Applicant's Status: (Chepk the appropriate response) x (a) The applicant's name is on the deed to the property (b) The applicant is the contract purchaser of the property (c) Other: 4) If Item 3) (c) is checked, please complete the following: Owner of the property involved: Owner's address:. Phone: 5) Record of Ownership: Deed book NoJlnstrument No. 264 and 260 Page: 99 and 224 Purchase Date: 6) Common address of the property involved: 5150 East 126th Street, Carmel, IN 46033 Legal description: see attached Tax Map Parcel No.: 16-10-28-00-00-049.000 16-10-28-00-00-050.000 7) State explanation afrequested Special see attached - Carmel Clay' Schools would like to construct additions of 67,976 square feet, for a total facility of 258,300 square feet, and associated site development (special use)' on this propery, which is zoned 5-1 residential. 8) State reasons supporting the Special Use: (Additionally, complete the attached question sheet entitled "Findings of Fad-Special Use"). A middle school is a desired feature in.this area. The design of the additions and renovations is compatible with this area and with available utilities and services. u u Present zoning of the property (give exact classification): S-l Residence District 9) 10) 11 ) Present use of the property: Middle School Grades 6-8 Size of lotJparce! in question: 40.21 Acres acres 12) Describe the proposed use of the property: same 13) Is the property: Owner occupied Yes Renter occupied Other 14) Are there any restrictions, laws, covenants, variances, special uses. or appeals filed in connection with this property that would relate or affect its use for the specific purpose of this application? If yes, give date and docket number. decision rendered and pertinent explanation. No 15) Has work far which this application is being filed aiready started? If answer is yes, give details: Building Permit Number: No Builder: 16) [f proposed special use is granted, when wi!! the work commence? November 2002 17) If the proposed special use is granted, who will operate and/or use the proposed improvement for which this application !:las been filed?' Carmel Clay Schools NOTE: LEGAL NOTICE shall be published in the Noblesville Dailv Ledoer a MANDATORY fv..renty-five (25) days prior to the public hearing date.:. The certified "Proof of Publication" affidavit for the newspaper must be available for inspection the night of the hearing. LEGAL NOTICE to all adjoining and abutting property owners is also MANDATORY, two methods of notice are recommended: 1) CERTIFIED MAIL - RETURN RECEIPT REQUESTED sent to adjoining property owners. (The white receipt should be stamped by the Post Office at least twenty-five (25) days prior to the public hearing date.) 2) HAND DELIVERED to adjoining and abutting property owners (A receipt signed by the adjoining and abutting property owner acknowledging the twenty-five (25) day notice should be kept for verification th~ the notice was completed) REALIZE THE BURDEN OF PROOF FOR ALL NOTICES IS THE RESPONSIB1UTY OF THE APPLICANT. AGAIN, TI-llS TASK MUST BE COMPLETED AT LEAST TVVENTY-FIVE (25) DAYS PRIOR TO PUBLIC HEAR1NG DATE. . . u u CARMEUCLA Y BOARD OF ZONING APPEALS CARMEL, INDIANA Docket No.: SUA-160-02 Petitioner: Carmel Clay Schools FINDINGS OF FACT. SPECIAL USE 1. The Special Use in Flood Plain District, Ordinance Z-160, Section 21.6 as amended (does) (does not) apply arid all prerequisites have been met by Petitioner as verified by: see attached 2. The Special Use will be consistent with the Character and Permitted Land Use of the zoning district and Carmel/Clay Comprehensive Plan because: see attached 3. The Special Use is physically suitable for the land in question because: see attached 4. The Special Use will not injuriously or adversely affect the adjacent land or property values because: see attached 5, The Special Use will not adversely affeGt vehicular or pedestrian traffic flow, nor the adequate availability of water, sewage, or storm drainage facilities, or police or fire protection because: see attached 6. The Board has reviewed the requirements of Ordinance Z-160, Section 21.3 (1-25) as they relate to thIS Special Use, and does not find that those criteria prevent the granting of the Spedal Use: see attached DECISION IT IS THEREFORE the decision of the Carmel/Clay Board of Zoning Appeals that Special Use Docket Number is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this day of ,20_, CHAIRPERSON, Carmel/Clay Board of Zoning Appeals SECRETARY, Carmel/Clay Board of Zoning Appeals Conditions of the Board are listed on the back. (Petitioner or his representative to sign). s:\forms\Speclal Use p..ppl1cation Revised 10/17/2000 u u CARMEL/CLAY BOARD OF ZONING APPEALS CARMEL, INDIANA FINDINGS OF FACT - SPECIAL USE 1. The Special Use in Flood Plain District, Ordinance 2-160, Section 21.6 as amended does not apply and all prerequisites have been met by Petitioner as verified by: The site does not fall within a Flood Plain District. 2, the Special Use will be consistent with the Character and Permitted Land Use of the zoning district and Carmel/Clay Comprehensive Plan because: A 6-8 Middle School serves the surrounding residential areas. The design will complement the existing facility, 3, The Special Use is physically suitable for the land in question because: The property ;s of satisfactory size and the topography is appropriate for the building and outdoor amenities of a Middle School. 4. The Special Use will not injuriously or adversely affect the adjacent land or property values because: Adjacent schools are generally seen as desirable feature in residential areas. Landscaping, along with activity areas which will be available to the community, are combined to provide an attractive neighboring development. 5. The Special Use will not adversely affect vehicular or pedestrian traffic flow, nor the adequate availability within current master plans has been confirmed. 6. The Special Use complies with all applicable criteria. All items have been addressed in the submission. - Township Lines I\bc Interstate Hwy Text f\bc U.S. HwyText Abc State HwyText Abc Primary Rd Tellt ~ Interstate Highways ~~ U.S. Highways III&B State Highways ~ Primary Roads -1-1-1 Railroads 0 Parcels Map1 N S~~lt \ " ~ 1~~2 !\ 200 o ZOO FEET 400 600 Thursday, July 25,20022:50 PM u C) Legal Description<(Deed Book 264, Page 99): A parcel of land, all being in the East "h of the Southwest % of Section 28, Township 18 North, Range 4 East, in Hamilton County, Indiana, more particular.ly described as follows: Proceeding North 0000'00" East along the East line and from the Southeast corner of said Quarter Section a distance of 700.00 feet to the point of beginning; thence North 89059'05" West along a line parallel to the South line of said Quarter Section a distance of 1,259.46 feet; thence North 00004'35" West a distance of 691.47 feet; thence South 89059'05" East a distance of 1,260.38 feet to a point on the East line of said Quarter Section; thence South 0000'00" West along the East line of said Quarter Section a distance of 691.47 feet to the point of beginning; containing in all, 20.00 acres, more or less. 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'-- 9 _.---" ~~ --------'------ --- ------- ------~------'-------- (~ It' ~ ) ~ \: ,.< ~" I I I I I I I ~ Jljl)'C I I I ~ Il~~1):.L1 I I 1 I I I I I I I I I I I I '0'-- i-, ctS PLAN NOTES b , i> " p()I.IRED ~ PLI.'r' suer.o.o:. RUER 1"0 WilL!> 00 sliU1 63...... 2. 1~ [I(EJ' 'WOOD Fl~ ...f IiaI&E [If MJ, $l/ONS ,ylQo Sl,JOCS. J. ,AElE. ~s.aLWlt ~[lUND. ~ '55Hi AS. loUoHLJF}C1'\.IRED Ell' *~ yl'.l.,L['i....F<i, l_aOO_Z5,;!-MI9. r::otiJR B"I' ~CT, 11oI$TJoU.. p€R 'M.'NVf~RfFi RECO....E).IlAOONS. __, oouPOSrtt PlJ,y ~CTllRL RtfiJl: TO DET.o.LL I_ro.-'\ NolD U51 or ACe.EP1.lElL-IM/'LF~' ~. TWO SEAT 5~NG srr-~ WIfH B,ioc.. ...oorr' to(l(l32o' is """"l.lf"-!':WRaJ 9'f ljNosc;.tJ>E :smucruRES.. ;5, .CNt 1l...fl"Rl0Ul \Ioot1. 10001],1, wmt CREc::I UVF'f LEa wQDQ... 11-5!>e1,. AS WJolVF,\CI'URUJ '" l,lHOS~'E ~~. 7, -HOflSC TtJfFRlI:lER MOllEL 100016,0. 'lrt'1l'H DIRECT BLJFn' U:G ..000- 1I.531'...!'.S l.LlNI.JF~1'J-A'EP B'f l.J\NtISc,tF[ snruCl\-lRI'S.. -!. 8" ~lC" SlNCLE ?CST f>'ftINC WIl\-l 2 -..O))l...B:\ Bu~,.;ET' SU,lS. REf'[II lO US! ()f" ACCEFIJa....[ 1ol)fIIurA.C'T\.IRERS. ~. D<)UILE E!JoSW~O T,I&,[ EI'l' P.... ~ ~n felXl-&05 '0. SPo\91 aNCUI1-~ lAt/tJ'SC.If1: STRI.n':'ruRfS. wCfi 1,;t52-o-v.. 11. +'l1.:::H Fl'"C[; n. (t) ~' wVE Gl'-1'ES. i3.~tl'A.f'Dif'.n.'TER-~M~ ,.. ~~~ ~~~~~C~~l" lS )J'-< I~-O" i L tt" SURf". 2 Ul'Do;' -cou= :<f.t"""'" ~~~~;~~~} \ ~- ~~ c~P. fli.r.5E 7 STD. DUTY PVMT. @ GRADE y".-1"-a- l) FENCE FOOTING AT LAWN .;.1,....'.-0. ~L..RaED LA ~0U'f PUN PLAV&ROU"",, AND DROP OFf ~~ 1'~I,,'-(f -- - .- - ..... - - -= 1TI/.l I'J,J,- - ~ .... ..... - .... ..... .- - COMPOSITE STRUCTURE NO >C.<l.E lli5~151013l..-sr,lUUliJ'T'tI:EmVfIJ t:NlIIRcDi'TDl'AHI)",rUitJ-'oUl'! csnM.tnt~ lIIItol 11' KD' ~-...:.cn~ 2 >J! ___~WJ>~ ~ lL"'t'C!'I5~AelIIoC WOOD FIBER/CURB-WAL-K ,,~..~. (l- CON'" >Irr.)J)C. EDIJC t;;F WALK ~~ lJ'IolO;;: UP WlTM 6lG: tf"Nl!V'fOO-a~ '. 1 FENCE FOOTING AT WALK 1':1.-1'-0'" ~ftR:"""-~ ~ ..".,. ~ """'" $,JRF,IQ,TlJlf'iTHSl',Il'Il1" ~FMJ.."~. 4 POURED RUBBEll. SURFACE. WALK 1I-f:5.~,o,L~IO~lJlif~~ SCJrO..I: )ll..l'-ff ~.10:1'51b-~ tliWl ~ I'I.tIEIOl S\.IIfIa PEll........""""'" -"","",or ~SIWId:'ro~r raIDL r.u. JD;t-li. 5 POURED RUBBER SURFACE. BEVELED EOGE ftI!;~"'Sf'LCl01~~l\klIIJ~ WI[; ){t("I"-rJ ..u:nYlJ&! loWlVf~nAJe N'UDf: i.Im..r TIlS ~ fl},1 $TS'll1oI'>. eMAC18CtAEII~ .lDl/Ml!I~I~ ~ ~ DJloIOCl ~ SJ5'A.T. &OO11fi2-1'iOO ~Fv-.y~.l)1Rw;I~~~i'.lIOO/1J.}-"-ltl P\J."I'WOHlbS'1;;rDJS.o:M,;.crbo:tl~~mll&<<l/l61-.....o N.W.:.~' OOIltN;S IOllJ7lH~ rtJIIlVlt31 REI'llCI:NT"'~ ---- o 1- m ~[( ~O...l >Zo ~::>~ ~""")g ~>-:I: <<(~ CD...J EO i= is c < :[~J ~ ~ 'i 'l: .. \[J CIJ ..J o 0< :J:Z u<: ClJQ >-~ <: . ..J.J UW ~ .Ja: w<: ~u 0: <: U U ~~$ Cl)~ ~ ~ ~ ~ CI'.l ;::l oQ.> t3 ~~o t:::. _ C,) bD@gr3 rJ:ltl) . CI'.l ~. <.~ ~~ ~~ \7"- ~ [ l < .. .. < . ~" " d ~ _& % ~ ~Il: ~... ! t; ~ ~~ i~ , 32' ~w H ~~ 8~ i~ .. . ..-: ~-, '"' .; ~ ,," a u ~' u\HUR H~ 'i[')<<Jl 20~ LMOO ,r - _ 'r-q.rQ rQ ~, -0 ro rc rQ rc r-Q ro ,r(;, Ib'fl' ~)h t -^ -,,- ~ /j;; ,I" .~ ~ "" ,,' '1 /~ ' " v . '7' /'~/' ~ /'" /" /' o c) , ru rc rQ r<:> rQ rQ ,-0 rQ r<:>. 7p..l 'oJ 'oJ bJ U 'oJ 'oJ 'oJ OJ ~ \ J , ~ IP}f'l rc rO r ~ 7^ '^ cO) I In) ,Lt'.., {wi ",_~r-.I",),OON" I (~J M..n;~nOON I ' ", !27" ~<';;t I ~ h.J:~~/ 10 f ~ ~" v. .. " -K k ~I ~ D I ~_ f , ~] I 1 II I , I ~', L ( ::\ I [ ~( '-LD~ :=-l -\ '\ ~ -, r-...' I . I....... 1 Jh:- L. :--- " I l~r'~~~: j i-..d- vi, 10 ~ II 1'. -,j -- Uc---" I (.ELcL " L I~.l.' ~. .I~' .,"'>.:.,.,.,.".",.. .:.'...., ..'" :;~. "" 11 "'" ~ -. ..... f-- 1- . . P^ " l-; I '''::;V I I-~ +-- ~ ~.' I ocr :,:~ iiJ ,...... '"" m z ..- )> ;II Gl III o ..- )> -< o c ~ "'ll r )> Z Z o :0 ~; ...... ( - \ ~ . ~ .. (~~ ~ '=_____..... 0 ",-----..----..-:: ,~ ~~ ....------..:::.---------... ::-----:----- --- - ---..........- -.....-----.. ------. -- -- "- ......---..... ~ ---- -...... ----.... ----..~ --.:::--------.. - ~--- ---:--"':{ ....:::..--:::...~.J -- - "'-.. ~- . f-- h- I--. < \:::: ) 1-- \-.-. "-- f- e- r- h-'] r-- '- ~- :- ,.... r- r- h**- I...... ---- ---. ~ ,///~./. :;::;: 9 t r I r~r ~ ~ \ \ Et-lLARGEO LA VOur PLAt-l lNORTHI ~~iF} 'i\I=:-.. =..;."~:::\ ~ F nningIJIowey. i L~ _\~OH..a. 0'" ASSOciates Inc. G3.2 ,,,, .""ot.. Architects Engineers Consuftants L- TI o x x )( )( )( )( ~ x CJ r-' '\ I- o /' :) /' / o ~ m ~!IIIII 1 "'-- I'--.. \~b 'J/^>~"~ ~~ r " "- / @ ^ !< " +: o o ~ 0' o '\ \ 1 r-.. : ,--- D l'-. o , k ,~ x )[ ~ J[ x ~ [I ,,- J: ~ x ;( )( ~ l( x~~ '''''hl ~ ( rxl ~ !t J -\ - \~~~ j,r, ~ \ \~ _"- I-- __ '-- ~I- 1---17KI---- -"- I--- -"- - -f-- __ __ __-- __ ___ - __~ __--- __ ---1---- -- ---- --- ------ --- -- -- ~ ~__n 'AMMOI1Olri'l .......,...~ ~'"u.u""" l~J /~~~"~>J . ~'~\ , - \~,\ '~:, ~f ......"'~l1r~C', 'r'"l\\"I'\ ADDITIONS AND RENOVATIONS TO CLAY JUNIOR HIGH SCHOOL CARMEL CLAY SCHOOLS CARMEL. INDIANA ----I o ,'- F it' A Yl,D(oo.o.' PRJW: COM SURf,I"CE CQultSE 1 1ft' !;1INtO" I:DURSE ~ Ili' CO'l.t~JCmI STOHE: EIASE r!' STANDARD B C(ll.(]fr STSIDI.. -sa: SPl.C'S t1iol1S)ol cruDE 1,1,eK CM1 PPflIoE. C{lAT * \ i/T 5U8F...cE: COUftS-E-ltNhIS (;I}URTS CtlL'Y =t' 2 I/;t' Bllmrn Ct]uRSE-TDHllS COOfm; OHL" ~ CCNPAcn:D sroNE 8o\SE TENNIS COURT PVMT. coupACTEO e;: wn..L DIWNED Sl.l:(fi{JIL ASPHAL T PAVING :1. PAVEMENT TRANSITION "" IN A.RE,IS 'I'otflJtE Nt'ti ~..\OoIfNT ..evTlS Ell.l'STlN() p^~bi'. ~u. P.[}'M\I E:<I$l\NG ",&~ENT t .jro DEEP' a'J:' ]' 'IIIl[l[ &ND 1<E5lJRfAc:E ----, I\IEW pwt. 10 alErT :5'-0. $"_Cl" o:.rsTllO-G PWI1. fL1..I'91 ~TEllNn'ER."iE[ P\.AlO NoID I)[UIS Cr;M'. oIoGGREGA.1t BASE CO\lP,I,tW oJ; ~ DfO.,IoNED-"51JElSOIL 3 @ EXISTING PVMT. ." ,- '9E1\I6lII ::;Jt:CESSlvE PA',rtlC LA'l'O'lS M n-I 'OF R(I,IoUWU {f( p,omaliG TAKEN mOM 1'rU-S pcutr ~lJ"P"''JlNG su Rf ,,-c€ CQ,JRS[ ;,SPH,l,LT P.lWlG B1IlOCR ()'Jt.RS( AMISH 'URnx;~~' CC'Ul"'ACm- STrM: "^'" 4 PAVEMENT AND TURF EDGE ." 6X~ Vfflf RElHF"'1D.IENT "X:E. OCUJL 110 OR 11 C'r4,t- 5 CONCRETE SLAB @ PAVING N" l~S.''''J.1..-'SF'H~T ~~ C!".lJRSl: m.l~Pr~ii:~;; ....f'V rBERS coy'p, I 1/2' Sl.lI~r. ~~I'Il. 6 ...$F'I-IAL T ~OCR. ~ "F'\.,AN AND OE:'''LS COMPo ~EC.,l.1t ",..sr col.'ll,I.t'T!P .t: WELL I'iW'IED'SUl3SOIL PVMT, W/OVERLAY ~us ,,:~.\.Il(V.o..R1 ''If . '~nli;-~".", .... ~~~Jf'~ :" :>"-'.":-'. t'r BARS CQ~n .C ,.~ 1 OVERLA Y ICURB/WALK '" / 2' . 'SLOf'E 0JR5 D-O'jeof TO IollI'T ~. .....' .....'......... ..,...-0..... . FWJ....o'oU':oF! ro.lr.'yg,jUHFU....... ~... ,." . r:,,'-....~~.~ B SLOPED CURB END NT> 9 ... L ~ITI AGO, U....'Sl: MONOLITHIC PAVEMENT N1"$ 'It NEW CUit9 -'H~ GtfTTrR "BUITh 'EXlSTlNe P;.V8oIENt lotU QOWl'i E;QSnffi p,,'y[},IDU I 1/2 (lEI? l'l"l 2' "'DE MD R;tslJRfAC[ 1'-0" I t-Oo- 10 CURB & GUTTER N1"$ 11 6" CURB .rr, .. I {~P' ^= .~ ~. COOG.. 'Pij f" eMS ,'-5" (l.C:.. U(}-I W~'f NO. + B"RS cCJt/lI1'1JWS ~'B\~S1~rr,\w (;l..f'C8 " Rfl~~1-4lJ WALl. 12 CONCRETE PVMT. & CURB '"' lIEPAI': o:c~l. pwT. ~ FtEO"D. ArTER 'NsT,,UJo,T10101 -Of hlEW 0.Rl3 f'faOFl: 10 iJ'VEftV.'1' eouR':;E , '" SURf'"",, <"""'" OvDl:LA'I' , rL,I.'SQiID Dl!:tM. F:~"'A '-..S1fS~. T'I'l"'E 8!dU Fu.c:E i/:!:" 911. 00. alNTM:T NU lEe SUP'PL Y ft. "'0'.. YJ' o.C. l-~06.-liIJ8j. 'IN CURB 1H'S s:e:c.nON IS TD €If TI-E ~e: ,..r ~NIJ aars. 13 OVERLAY PVMT. AT CURB NT> 1" 14 4" CONCRETE SLAB DETAIL NTh fX6C:~~~ J~,~. w'JBro~ln'I~I~H CQNi'F!OL JTS. 0 12'-0'" Q.C. MAX_ it [~P, JTS. III 40'-CI' a,c, ~, SEE DETAJ'@ 18 (;.\,1 NOTE:; Cot-IiROL JlS. &: EXP/oNSION JTS. SPACINC '/1.AY VAF<<. THE 01l~ENSLONS - AEOVE ARE MAXIMUM, SEE ~ PLA.N$ mR ANY VARlAl10NS _ _ EITHER INDlCATEl) OR IlJPUEU. ,. SAND LEVELING COURSE 15 6" CONCRETE SLAB DETAIL ---~----------- 'M-IEFe: I"'iflClliG .....m G....1t.SOCC\lI'l.'I'IIIT1i-~ ~~~~~:i~~.~~~~ $Xf> IWi'f RErlrOFlCODi ."1 Ul PQURl14C; SUoII;.CllQW;NCi P'Ol.RIN'51J.1.l.. 'SEE QoE:TAI.. fl.o Of I' (;.1.1 ~ S3.F LE'.'WNG $EAl...WlJrJWUHS. POSi J;,ou;.E5' .'.. . , .: lf~~~ ~ ~~. . " ::.rL'=;$"1)[D' LiI'rEft OF'~ 01..... ""s-tED 8.'" .1. WIIo!. PJ\m GlU'I\'U o~ F"Ll"EH f,obfClC ~ ~.I.R r::D111l'l\.l'O'J!i: ~ 16 CONCRETE SLAB @ AGGREGATE '''' ,,' "1, E1J'';;' .^\!L ..... \IfJ.IJC _..........~~~_,____:___,_.,--.J 'l~-{ " ,,,,,,j,,o,;,;,,,'. I 0" - .... , ...... 1:0\.1'", 'SIJB_B~J t--12 . Vot>\l6 ~l'I7.I""'l.l-\ {1;l}JJ'l;; 11 NEW WALK TO EXIST.WALK ~~~ ~ (' mOL JQlN1 1'rP ffi,g, !!!W~ u<tBS N01ID 01 f'3lW1S[ <II I 18 ~ CONCRETE SURFACE DETAIL "" r1+"l/t 0110- <;/,lOOlllBAA 1~r p,n!:Of<\lITl W'lotISlOZ 01o"O.C, GIlfAS[ I>>IJ ~rill.H'1-'~E1{QpLEffl-NG ~~ ~~J'J6ARSIOl' u;HT IlROO ~ fltllSll 1YPICAL [J~.rn.t- ~~' f'~?f~il t~{;Ll~~~"~'"= NlD 1/4 OF SWl DEW opmSlOO JO~ COIfl'ROL JOINT EDGE CONomaN 19 TYPICAL CONCRETE JOINT DETAILS NIS 20 ACCESSIBLE RAMP A "" :1.1 fRUNC....tt.e OOIolE OCT,lrdl tRI.INC",TED- DOl.lIE. ( "\f l-----..---J 22 DETECT ABLE I6'WJ.r_u.lDlOCr~~ '!I\O ~.llDGllECA1'E ~ Fl.D FMllC \IE.Ci1AnC"-L p,o,tl (50: P\.fJII} r ~, Fll~F...oo.1t; ..... d FlliEJI l,Y;AP p[Rf"OR....'!iD DRAI"~ TiJElING. 140.+11 E1.... ADS (2H)751.-U"o.. M},lIH,.,t.I 1I I,ll}!. SlDI"E Ifi P'W''E ,l,ND COIt..'(C. TO- ~~T LIR....NoMiE S1WC11JRE -0'1: )l.S trlorru ,,~ C:ROOi' 'PF( SCUD }.'f ~u~ S[[ MADm P\,AN G2..'I- FOR DRAJl< L11'1-E. L~l'I<:t<. Jr,1':l.JJs.~ )IS Rt:OOfl:~ 1(J J,'JClD UllLJi'f f',I.D~ 23 MECHANICAL YARD UNDERDRAIN "'" p a 1'-0- c TO C (EACH "~'i) 1(1." 9Ill.l. J.re~~' W[)lL"I', PER wmJF,lriCTURER. -1J .~ '~ ;:\It.''J:df." 0.JR8 ....Q..E,..-- GALV,lHZW, AU. ~ 'TO 'BE WEl,ND. PIT MUST ~ SOU ...~. 24 RAMP B N", \/'2: R[-;:tSS FOR HN~ ........1t " ,,00' OR..... SECTION tt" ~~U:~~ l~~:~ -;~1/2' ~"\""' W, '"'" " ;~~~:L~~ .." l'l .,. t\ r~N \'~ ro . t-:"_.'" .~ n---- !;-I11oI AAE,lS I!l ('r1'P:l '" H ,.r:g=," ~,' ' PLAN DOCK LIFT SECTION ~ ~ -= ~ ' ~ r ",..ASPI1.P\'loff. :::: '~l COUP ...00- 8"st ~...."" ..~. pyeSOR-;>>' ~ NOO 'IfO\'E.Iol FlL1D'I ct.OTli l~ Dt...... RIoI/Dl ROCk ~1-1J.~.'0 ~ " rAP :mwcn..i1n::s t.l pJr,',rD.IENT AS SI-IO'lloR ~ST nJ$HG AS 'RtC'P. '0 ,o,VCD S-EWER UHE.S. 'CII01JT AA(IU\Itl Wa.E SCUD ...1 5,mtJ(;TUk[. 25 UNDERDRA1N LINES IN PAVEMENT Nto roo....: ..... """^ ""'- v"'"""'" -- llil19lI :uro~ltM~c.r"M:~ ~OM>" mavDlWI'l ~~~~~M~ f1..!tL.'(D ;S~OR.l.Sf;[wPD. 26 DOWNSPOUT BOOT DETAIL "15 \ [__J \[J \ \ \ \ \ o I- CD z Qa: ';;(0-, >Zo ~:J~ \1I-,tJ It CD !f.>-:I: "'<(~ CD-I 5U j:: E o '" r.f} -I o 0< I% u< (/)0 >-~ < . -1-1 UUl ~ -I a: Ul< ~O a: 4: o . u 6'~j ~~~ O(l)~ tS~ 0 .~U bJ)Orn =0.... rJjS .~~.~ Ji ofu rn - ~ 0 I\) t5 :E ~ ~ G g" ~ , H Ii'" ~ ~ t; c ~ d i .... i <t " l- iI! w ~ ~ C W I- ~"l ... iii "-,; . ,; ~ " . a u H ~AtfC)l~G-l~ J 2O'Lo.llJ(I c F'~(l"'DE ~ HIGH G..sJ Al',HdINI.!'Iol ~U\,fBER'S "lo-]2" 0l'I' WI=.'"Sl SeE OF SlCt-<, ".'" 'd>flR ""'" - ~ I~ ---I ==:=i === - 2 '''" !" ~.~. 6- 't' ~ T_' --I ~ ~[ ~"L r~?~ ~ARENT DROP-OFF t,. PICK-UP r VISITOR PARKING EVENT PARKING ~ 2:~. '" S.5. /+- ~ ~ ~It r7 ~. ,~. ~ :+- ~t 't 1i1 " V llr 1';:- ~ ..~ """'''''''---n ,/Il.l)IIII)lf<I Sl/:lII 1\ I 111,11 '" <II ~-s.. ,7 TWO SlDED SICN l+')R'n-If,l.cr~ to: ,'.,-,,,' ",.,. ~ " " ~ -~: r __.'1'12' n~1s.-1GR:o\DE~ W ~". -61 ~ l-~W III '" .aula PtA~I~aGua I 0" AND .. ~.lIL TD .,ac '.M. t. DELIVERY " STAFF/ EVENT PARlCINGi--I--'" ,. TWO :siDED 'SK'.l'f VST "'\'(:I: ~IOWN f1~-g.IGRJ.rot~ ,,1, I III III III I -ii, lW' =1l\1 ,-~ 6. S- 5'" 6" iT -lQus PARKING HOURS 7 A.... TO 8;SD IlNO 2 P.... TO :a::lOP.... STAFF PARKING EVENT PARKING TWO ~OCD SIGN 1'lIJFtTH fJia: !jl-I[j,1tlfI 1 ..IJ. '" '" '" '" '" I 1\ SQI1Q 'aI: ~'-.r Pl:llRI FJ.CIII,~ml '~SiJ1S~ II'J'~PWS FH:Ii€IHIOO-W--t2S.2) -~~- " 3:l" " " ~. r " F1N1SH~lD(~ =iJifj POST ANO PANEL SIGN AGE '" ~ 0''''' r~ I'Uf TOO CLA Y JUNIOR HIGH SCHOOL I-Ullt-I IIN~ " m 4' I ~ X I LElItO;vtrlE!JlTO~1eti BUI[ftG.EIIU\"EI'G """ "'-. "'--~,-,.. '"""'~ ~ ro.e,'oU'f"CN. I E\ EVA TIOH I'~ 1 r-"" ;-1 ~ ~ f--- ,,~ , - " f--- ~, .. '- A B C IUI ri- .."" ,.,,,,,'" rn'E 2 ~ SECTION SCHOOL lDENTlFICA TION SIGN r/~ # V ,.~ r "- ~:.~ BLtE ~~. ---1 P....INlED WIE.S., :$IT PL.loN 11 3 PAINTED CROSSWALK /PARKING ISLANDS I'" . -g- i -: 1 ; "'~~lftm ~ (i. ~r--l*1~ I' <>WnI' 'r"'''''''' ---"f "~\.. .U!!~ 1,..,'f'~IIII\ 'f~ ~ .... '.'..... ...... """""'" .... .... ~.., _ .~, . '. '. _. . P(l5;r .HoQl..E J l~ r SIGN A =~/~ ~.,. 5 """" ~~ ! HANDICAPPED i PA~' ING AN A1C SSIBLE J · ! SEE \)_C1-I4NtolEL '51m. POS r 5P1.JCE REfEf'; TO. DE"IN:L 112 V4.:J 7:"'''* ~.Lf~~ 1./ ."'. i.E ;1 ~.'...~'... ~...".."l>"'" oac,"'" ~ -~ oL 1';:[ l 4 SIGN - ACCESSIBLE PKG. HI~ SIGN B 1~~1~ ~ ~~ _~~r:~~~ I T 1'-0' )( 1'~a~ U....Dl,IT GR'D 5 ACCESSIBLE PARKING LOGO "TS liii~-- T ,,_," , ts;::1== L ,'-,' ~, - \ ~-~ .~;;'--I '-'I J ~'-::'\.' 6 PAINTED ARROW DETAIL '" ;m" NI::i "SToP' 5100 ....sso.o..'l' ~"'LL oc nP( !to. 0"11-1 olS ~\IIN IN 111[ CURRENT DOT Ll"i'fJ"'L. 1H.S SJfJ\I SHI>ll.. BE pu,eO) ,I.,N1J 91!.I...L !If. f';i ,l~CORO"I'IC!: WITH .l.U cuRREtH' OOT I.HD ~]tf... c.uDE.!,J\l[S- A.'lD SPLc.FICAnONs. B STOP SIGN "1$ ~ CD ~1~= ~~gc;~~ ~~E~~~ C:~}~;l1~ I![~ 1l1E: @ ~~~~~' ':~ERn:~~T~~:- ~~ :;gl\~~N~PPED POS'! SEC1LOt,t mE ...,o,lGMlJIJ 3F'Jo~NG EJEl'NEfl't 1HE 'BC(.1S ~.-.u.. Elt:: ~. ,{". ~ DIR~CnQN . r\ .:1 5: 10" lli.I.FTIC ,t '. i ~ ~. '" . 0 CI. % >Y. '/' ~ ~"'" :,;:"," " ." iij 1 .___T<P "-"'- ; ~~~Wi1'rll$.~ c. ~ ~saw.uD10J1' e'i c. -""""" . ~ ~ ~~~ ~!\ -- [niL ffiifi~ !lj I'~~ Ii I r 1 ~w- '// 1'''''' -r """",,,,",,, ~~.. i~" t '-J r"" ~~~"""'--,----~lIWllJ)oIF.~i """'""- &r~ 9 """"'" ""'. ""-I.""'" ~,., T(Jf'M~EIfiAeE F<AIl.> a..il"" po5iMR ......,,"'" '""" TIW" <p..1EfAAIoIf ..........::::... ....-~ ~ ::::~~ USli F..-.aMC~tO'ttT. F,Ir,M:lCWN41~ FENCE ELEVATION "IS 10 POST BASE DETAIL "TS ."..".. UC"'C.D_ \-3/4" .m;p6~ M'" I'i01'i1 eMo\l"L.H:.molCG F',uRIC Pll-W...L. w.ve.BUl:k' P"o'C aJIloaIG 'TIf8'N"'oU.y!l'lJ$rnTOU1CtD.lHI,..a N.LPlJISTS..~ ~~~~NC~ridw.~~. NOTC..: tilA.REA8\'IIHERE~1KWll) lSA.lTN:KIl rnFBlCl'lCi I~MI'l' OJ). llS-400~'NIDi OF lI'lE! r PFE NCl EHJ N<C! fI,:UG\'MElll f5lIf~ ~.. 12 11 CHAIN LINK FENCE/FRAME SCHEDULE NlS flhll~ "'^DE o ~'olEHPOS.1~'EFPOSl ...ern R(QUIRm FOR ,o,u. BoOLl'S CMffEC1U)N ~ CD ,o,C[f': ll-Hc;K~SS @ 1H[ Df/l'Jth fJOST ~'.l.L .l.L",,o.'fS at t.lw.rn:n IN mONi OF Tr-E uPPER pO$i ~~ ;i:'I~c~:gN~o.J.M:D"T nN-roI.IltHJ: fRAme, ..r.G...R[lUS5 Of nil': DI\EC11ON o ~[~n SHO~ Sl1ALL BE ~. BY z.- GAL"lMIZfD D(ll.TS 1'1 ",CCORO,llJ'u::E ..,~ ,..Sn,.I j.. ~9. OR 5II..E: J-4:zg-, GT.I'J: 00 GJ\L.....,.,NIZED BIllr5 IN J.eCORO,O,!C[ WlTI1 ,o,Sn,i ... ~25. [ ~ i-IT S T 0-' j' EDG{ 01'" U ~.>>.h'EL P'OS~ -1 E;r-~ \ -:: L ~:: ~~~ =- .-.. ~ :~AA~ . L.Ji;I.-1 ~ -I-sa U-CloIANND.. ~lEEL ~S-1 :.. SPlJGE ~ll,JL #12 (';4,'2 .~ " 1 SECTION "A-A" STOP SIGN POST SPLICE "'" \'W1I,," \'iI'a.tt' oo-EO. ...:J ....-<>n ,.,.., " ....Oll. ......... 1.~o..o- 5-' ST\... ~PE. roHC, FU!.D pl'J~l 0IY0'5lD stJ"tF!l-CS: (;K PiP! w.j'l C::Ojl,T$ Of Jll.LO'fj p.loNT , ~ .~ .. r'Sl...()P[ l:OI"C. '-'Jill., FROM F'tF"E. nlR DR,o.JNII.~. f"'U H, ~t'~~' .. . " ~ ',' .: - ;J~~~A€1)COlTS 'j" .',. _:.'. or RUS.T INl'IElli11MG ;..., .",,:". ~,....n_ .i" r. L-r:.".-r",< .j." LI"_a-:-Jf 13 6" PIPE BOLLARD .rs CQ-lC". W,I,jJI; 1I/'n- ;p-RU'~OJ UP. J-l. NoIt'I \\ SUJ.>>lT .,.,. lDP 1/2" ~ ",,"P^C,," SU8GR""E 7 \ 1- /\\:., RITm 10 SPl:C '. "-r. ...... .' \c:.;-J ~I ~'-o' UIN. 14 HWGE Ht+GE-.. n~= ~+ ~ .....l1ii~ ...m< OOlJrllE'MJoEe.\'TE5 4ATEPI..AI GA TE DETAIL .rs rJ~~~Sti~~dt~8~':m TRill " " ~:=c::: ~o ~jF""..'...' r,JE.. .....~~:::- : ' : M[T,IJ. TUBE y~. lHCK ~'. s'iUL'lIIffiG( (4j . .~~ ~)/.:"h. STtD. ~L#l1E ;2';"0. l ~LJ.('HI'1"IoII'NGGRO\J~SPlKE FLAG POLE DETAIL "15 =:~ ~~~~, :w.',"II'~.\'l'lCll-D NSTill Pm l.lMurS. 9'<ts. S'T....[U.FW VERS,o,-l-OiI" ".1-!~1e""'I'i!.U lI""ll I~~~ PUf loIANUrs, '\ \\ SEE GRADING L;c, ,'l':IJI I-I I I-I 11:-\ II~III~III PLAN \ 'I 1-lmL-- -I ~II- -\\1 III I Ii ,....yhll_UI'.l-~-- 10""~IDIIIIIILL II 11I11lI=1 I \ I' --/'i'.,I' .,O'E' """^,,,,.,,, SPEOf"''''''' I I PI ~,7 '" '" - >-FOGR1tJ \III,I.ll.. " / FtElt-lfMc(M'Q>1T Tjw ~....tJr~ " nIol1~mr.R,o.p.E\ 15 T I hC'( ,,-",". I,I--r',"~.'>,; __DRj,JNAGt: SiOi>lE r .-J/F' --, - >~0 -:7'~ ./. \ "I 'J::.j .\ >\,- 01"', pow DR.o.lN"'Ci. W-;IHo. lC b...I1..JCl-i1 ~WC:U1 ,o.I-iO C~OOI UNITS fOf!: ~PlNG- ,l,MCl- O'l...lt.1Aat s~T'JP.ES ~1l"SHED / (;RAe( ~~ !i' > r I. s:EI ..ANVFACf1,Jl<rns SP-EClflG.a.T\QI1S REFER TO SllE LAYOUT AND GRADING PLANS FOR EXACT LOCATION AND LAYOUT OF RETAINING WALLS. RETAINING WALL NT> -= \0 I[] o I- 0) ~a: ~O...l >Zo ~:)~ ~-'g ~>-::r: <(<t.~ 0)-1 ~O i= i5 o <( r.f) ....I o 0<' ;I:Z ooe( ene '>-~ <( . .-1.-1 OUl ::E .-let Woe( ~o 0: oe( o u ~~~ ~ Gf:l~ OQ)l9 ::ct~ 8 en U fIJ .-lOt ~ rfJ. ~ .~~.~ ~~ ~! v,..- u I J < . \i Q .. ~ g 1ft ...I :c t- III CI I.LI l- ii ~ ~ I :i i ~ $ 'it!! ti ~ t'l ~ CJ ~~ . - .;~ .0 i fi i~ L-- rClAT~H~~ L2lll'~ Ie c' RI(IS-S':i ro n.-su:. ~W'VT TDI e~lJ ,. CRa.L l-o G(lNrQit5,l 'Tc. loIeu, lAU. AND N~n. HIQ1 SQtOOL Frnrn.l, 1101'1 RCW.4IJo<lO."ONS. ~U' $:rKl-T PUT n::t:: BOARD lI(X)(I.I"-1E\l.4!; 1oIM11l.lr,<I,C1'\.Ifltil .... l.I_F ,IlTl-ll.[TlC to., (8OQ) 5!56-'14&\-. "'STALl. IlEFii ~.....LF's sPf:C$. .r.PPRO'olmEQlHL: JIlUMl1'IIJd AiI"ILr:l'I1:: EOUF'. \olroo..,....ru D (aool52r~71. r WOE RJlCIJ;L UI€S- .......,mES 1 \ ~-o' r3'~ 7" WIlDE PROJE.CnNG t.lNiiis "7' t<<OC i _0- LD. CHlOJ: .." CONe. su.s wI ~)I('Oi-wa..51l(W' ~ ~ 6" t(J~P. ~D PiISE. . 'SLAB YO BE 10"1" .tI.BOYE.. FINlSl-t ,~N:it. 4 SHOT PUT CIRCLE "" 8 LANE TRACK/STRAIGHTAWAY SECTION '. 1<<Irr: AU. P...vo.cT. c~Tt ~ S'l'WlHOlC SUU'o\CE"[l~,.,llt: ~ ilNWlUIoIs.. n,," PRESSURE nu:,.. m soo'Tl-l!R"N PIt>€", s.t....GGER 5U.'-IS lEThEE.N;-C{)v~s.. ~.ll.l.Lla. LCNG I' ROIAA 0 2"" O.G. loIAJ1'.. TO MEET fr;;f' COURSE: n.,lJSI.l. J/". "...sHED- QRAVEl. .... PrRF., FlL1ER-~, CCRR. DR.-aN wEtE REnF io. 1'1-1" pl....IrJi \IItw fOIl J;I\tI. ElI". OR" ~~t D tto"j'F"T. 1-11"-1, Te) NEAREST 0AA"".ce: HIOI-! OUlP\.lT f1L1UI' FAS:RlC UNDERORAIN @ THROWING AREA "ItS 5 :2: SYN, SURF, @ CONC, PAD PUCt l/i:" 811. E.XP ..rl. ...~. M' c.c. 11'1 GURfl ,"'-4)" .... ~'~-~ ' ;;......:.......,.~. ~::2". .,..,....""...' . -G'CtoIP, 5UB-e....':E.J .......- CONe. t/ EiXti-n9:t~.'!I 1"""" 4" OC!P \41'", PlA~ ~ '""'~ ~ 1.I'ANlI~ilii~ ~DfflilliTOi€. , .". PERrm"iEtI iUtlf"Q I/1!j :5C(:I{ SLOPED III v.',tn. 91' ,.o..os~tu1.. ~,.:::' 1-(8C0)7.u--&<<-i .. .''''' ~ONr. \:'t6;,:"mifG~"~;-,~%6:"~J>:~';~~?' . :~:'f;,.:,.' .".~~.~~,~,"~~..;~j,~ :.,; '~;f-;'~:o;( w .... CONe. wjlS-X,S-W-UXW2.., :3 RUNWAY PVMT. EDGE ~r.nrw & 6 LONG JUMP PIT SECTION "IS $"-0." 1"2" ()~ J,.'-O. g'-(t 21'-0." 2rt-tr ~ o 0 . , t SYIHl'![TlC: stlR.-M::E ..... ui"4DERVRA,I~ 9...OPIII (10 Yo"/FT. --- "ljJ\jINUoI la./G oAJ'IolP' IMtOf"I" ~,lFl[l ";'I'5TD1 WIODtL "'iB-~~"S Y.IoM..lL BY m OONP........ (noo'S:O-M71. 1>OS'lAll PIH loIM1ur Sl'"ECS, FnJNI)"'ll~ uo IS TO Bt CCMJi:E1J . -../ JlU ~~(ft :;\J'Rf",a: TO N'EET l"l\,lN'W"'" SUP$' A.C:E: n.uSH 'M-Irn IN P\;),C(. Z ,., I EoLCH prJ_ 7 LONG JUMP PIT AND RUNWAY DETAIL m 1~. '-10 ZO'-:~~~~O. 3 f -ALl-I'/[A1HER SURf.CE ON RUNWAY $TAINLESS STEEL VAUl T BO~ .NO COVER APPLY 1"::1- ~YNTI-lElLC SURF"ACE to COVER ANO PFlOVlDt: S'ffllH.SURFACE PLUG or SAMt []IMt:PJ.SIONS A.S INTERIOR or VAULT ~~~B T~N~E~~v~U~iA~\N~~S~';' A~~U[l N ~p~g~~523-5471. INS1All. PER MANUF. DOw(l Ru~WA'" TO PAD Hi~ Q,C. NO ALL IVEA THER SUFlf ACE. IN I,,).N(:lINC'; AREA. C ~'1NTH SURF. '.,.1 .' "".. '.,J ~ f1' . ." I S"" I r-o--- H' o. 19'-0. f S'fNil-l. SURF. TO ViEET CoNC_ flUSH A~. CONC.:/6X6-W2.~:~:9':i:;' 1 ::.': :iJ~ Vol.. SYNn-lr"c SURFACE .- CONC. W/ S)(6-W2.9~W2.9 SEcnON A A SC;"LE ..y,N I!!II 1'-0. 7'-0. F'RONT EDOE Of v.un 80X ..'NSTALL PER MANUF, SPEC$.~., fi ,.,IL:2 I 41'." CONC. W/ 5X5-W2.9XW2.9 ",. $YHlH.nc SURfACE 4' CONe. W/ 6X,-W2.9XW2.9 9.o:i/fW/" q ,R 0 9 POLE VAULT PhD "IS NORTH MON, HlS 10 TYPICAL NORTH AND SOUTH FENCE. SECTION i-- I rOlQ:'f',IfJllt; nil IE Oil ~.su:tf'r:om. 11 FENCE. TENNIS CT PVMT./CONC WALK "" mICI:~.IrIRl:.l'l 1QoE!(ClI Cfll.'RI~QF.1"OSK.. JIll'll w;;RUtij aIlU'!l:ll'E,NnI ~wJi'I',~. .(<<11.1<<.. 13 FENcE. TENNIS COURT PVMT, EDGE: "" "'"' ""'" ~ ~ ~ L CWll'lSIePtIIi~-&f:W\I"I"i:J u.... """" SOUTH 1()ftSl::OiJPi'3HlBE~ ~Ott~~ F~ rotOR TO iE ~ aT 1)lIt'HlA.. 15 TENNIS COURT LAYOUT "" 12 FENCE a TRENCH DRAIN "" 1G1lLr0:;r5"'-!M:-.lII1U 9jMIl~ftllE'llll lllJiiHlCftr/mIEM~ g&"/CEIJKIIEIJIOS"& cmi1t:FQOIIm.: lID"tIllO'lKCIV.~ 14 -+ TENNIS NET FOOTIN~/TIE DOWN DETAIL "" ~ll:l: GOURSe: 8HW cOURY ~loIP~ smNi: I:l,I.S( 3/4" P'EA CR....vLl.. ""CFl(5-~'TUlIJR,",lllfllptWlrn ~lCl< (lIJ1PUT f1...fl]'( FAERIe 9.EE'IJE, IllErER TO 1\l[ P\>N 'MI'!. FOR f'!I'l: S,tZI ~[j TWE. AlID- ,<IV 00 SLOH.. ~.Of'E PPf A'S I/<DCA nD fJM PlAN rR IIIN.. 1/16" PER fl. 11J PR.lJl'IAGE SlmIClURE.. 16 TENNIS COURT UNOERDRAIN ." CQlAl.l ~tc -N'. uNJS'nWT"""\ "U1~ASt-Im: (f1.l..1'SIi) Fo<<:E FtHet poor "ll- '8Dl..T ~lTE PlASTIC eM" sa. F'l}oN ~~. CU mR LOCAll(:j\1 11 TENNIS COURT BACKBOARD ATTACHMENT W15 GENERAL NOTES I'&OTES: 1. Tf..NNIS I'lET/P-OS'T':': flRo.....,\)E II $ETS. P/EfER 10 OE;1"-1l1 ON S1i. 1::4.5, pesTS r"J!..E T(l HAVE N1E)'rICJR WittD lA[CH'wISW. 'S' sa.. p~. EAGl NET IS TO H;...V{: ilJl o\.I;k.U'STI.BI..! C90lIR STR'.'.P. E.."-(:M COURT'~ -m H"-\It 1 'ScoA[ REF-Qli':TDt AAD 1 ~ ~cE:?u.cu:. \j.WtfT~ CJ'Il Tt--E I'ET p~TS "-1 UoOi ~,. A. EOOIPIoIEJ'IT AS N"-WUFACrul'fIl e'" 'CtOJCllAS Cf;ol~ 1_8OO'--".!63--"'l11) --PRVolllR 3" 'SIlJAFlE PQST; "m-Mt toIET, .';R-J-~1" SCORE REPatTEJll; .~T c:4tCtf! Ut.lrr": ~oUP-;fl;'INti(l~EEI'I ....Tt-L "lR-~" 'TIE_R,w r~ Ell. EOUINEHT ~ ldIlNl;f'.lClURED 'II'" (;(lJRT-': cl'JtllD.... CPtu:n: 1_eoo_:!>63-~1) .RS-I~" y S:Wl.Rt TD4"'o; .-osT: "1'"I'l~60" NET: -9:-10" SC(H: KtEPEfl: [)El.uJ(;t "(;\I_~" COURT ......u:i; "C"<;-10" (VIl1'EJll $'T'RA.P 1>WJ' MCHeR; "W_9/G(GROlMETS)" TUl'4tS c:ou~T \d\IlISCRE&I~G: .~ t.lE9--l- PCl'i51E.R ~1H -p>+r- ty-fW"5. C, EoQUf"toENT AS- 'IoI..."rur.l.CruR'fIl b"f EiJldJ.. PROl1JC'TS, JNt. SANFORD. 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R'DlSTAI..lID .If 1"0 'r~Lfi!. 1 A' YIoI.,'" Q.LIIW.a: 9IAU. << P'iC\'UC) (II EACH SClt fE K.JtSr;umFft. WIl<l> ~ . OJ 1"iJI WH!lEII: o . IlBDE OWl E1U Cl.D!IJiHt:J'I~ w.1t1llH. BtLEM"ppt PLAlnC PiPE CPVC & HOPE! TRENCH DETAL ..u. [[... -""'" Cl>'<Dtlt 01l.0R {CCJ,lCAE rt $tAU JrlJI 1:1: II eowt...cl wi PI'[) 'STCJBI~tAIIlfi.R'f~ (m " IlmIl co PUH5~ EXTERIOR CLEANOUT "'CAST _ ""..... fIREf'ClRIlIIIt<<:u:1O IU,t(lPROA"- u:&:r WOlWWt..11lDl 1;7" PUi FOCIT SItf'i Ml1Gl ~ $[' gw .........."'.- STORM MANHOLE ",' __trm:u1Wt UA ~ P9E l.<<o\U II .wi 'llI1IIII!' a PAYED MEoIaJ fQIt M LD:AB . ....... ""'" ............""". ..-... "'''''''' 'CClIP.II:IiDIOU !iT.IIIMI:lO M:lC1at OM'" .,.-......., ~ ..DJI. lDI'ACD 'lO_ 5'JoMQARI)I"ROCffIl\ ....'" 1lEl'11\111_ IIA 13ll.OW"" .IIllIIlii I, Ja ~ III IllDAt raH:If1.L ::9\.U.I. Elf. P6T;.um III ... tD 11' IJAl.NaD ~ 2. ~ ...., t" QURANCE !IW.l. lE MD'fCIEDo 1)1 QO-I SIC( (J' IllEDf$ToIrU.EtlPft:. _ QJlSIJ( 1WI(1tR _.1oSlE WMf'lElil - CJEP1H (f IlalOlIIJ MItRIAL IELOW NIt --C-- 2T . lIOO!lI lO'"lO00" ."..L.J.A(;fJ1 ~ ~ " ~ R.C. PIPE TREtJCH DETAL LU, /tI[FVlNFtliB.E't ::,,':f-&r< ..EU.l.ll. M.-TlmNXI;l ~ ~..ff .. IIDI".UIlt. M!I. - (' ~:f,."~ll tDI'. SUII'!Wi. L r J r CURB IMLET II.T.II. SEWER PIPE 1) A~, SEWER PIPE SHALL Be F'VC MH. 5CR 35 2) FOR PIPE 15-INCHeS DIAMETER AND SMAL,ER: PIPE. FITTINGS, AND JOlNTt>llJ SYSTEMS SHALL C:ONFORM TO ASTM O-:lO34 exCEPT THAl THE SlANDARD DIMINSION RATION OF THE OUTSIDE DIAMETER OF THE PIPE TO WAll THICKNESS SHALL NOT EXC EED 35 S) FOR PIPE 18-INCHES DlOMElER AND lARGER: PIPE, FITTIHGS,AND JOINTING SVS1EMSSHA~L CONFORM 10 ASTM F-67BWITH A T.l WALL THICKNeSS 4) JOINT SYSTEMS sHALL EE E\AS10MERIC SEAL (GASKET) TYPE. sliALS SIl.....L CONFORM TO ASTM F-4n REQUIREMENTS. JOINT MA1ER~L.S AND TESTING SHAU CONFORM TOASTM 0-3212 ReOUIREMEN1S. 6) ALL seRVICE CONNEcTIONS SHAllBEMADEUSINGAI/\/YEANDABEND. TEES SHALL BE USED ONLY AS DIRECTED BY THE CITY, TEESANDWYES SHALL BE "IE CI\ST OR FACTORY FABRICATED. ALL SERVICE PIPE SHALL ~E SDR 35. 6) CONNECTIONS TO EXiSTING PIPING SHAll Be MADE USING FlEXI~LE REPAIR COUPLINClS BY FERNCO OR EQUAL WATER lIIAJNS 1l ALL WATER MANS SHALL BE DUCTilE CAST IRON PRESSURE PIPE 2) PIPESHI\LL CONFORM TOANSI....'1.51 OR AWl'lAC-to1ANDAT A MINIMUM SHI\LL BE PRESSURE CLASS 3M. 3) FITTINGS FOR DUCTILE CI\STIRON .PRESSURE PIPE SHAll BE DUCTILE CAST IRON AND CONFORM TOANSI"'~t.10 ORAWWA G-ttDI\ND SHALL HI\VEA THICKNESS OF 53, 41 FITTINGS FOR 4. INCH TO 12.INCH MAY CON FORM TO ANSI....',.3 OR A_ C. 163. ALL MTER MAIN AND SEWER PIPrlG SHI\LLBE TESTED IN ACCORDANCE WITH INDIANA CODEI\ND iDEM REGULATIONS AIR ~RES5UREACCEPTANCE TEST I) CON1R1\CTOR SHALL H,I~f'QkM AN AIR PRESSURE TEST ON All GAAVllY SEWER PIPE IN ACCORDi>NCE WITH ASTIA F-1417 SPECIFK:ATlONS, ~I THE CONTRACTOR SHI\L~ FURNISH ALL EOUIPMENT, MATER~lS, i.l\llOR. AND CONDUCT lHE TEST UNDER OBSERVATION OF CITY Pf.RWNEU.. 3) Ti=,;:T IJIl="Tl-ino' "" LOW ~RESSURE AIR TEST METHOD SHALL BE THE liME PRESSURE DROP METH 00. THE PRESSURii USED IN THE TEST SHALL BE THE STATED PRESSURE lJREATER THAN THE AVERAGE !lACK ~RESSURE OF /\NY GROUND WI\TER ABOVE THE PIPE. THE TiME REOUIRED FOR THE PRESSURE IN THE TEST SECTION 10 DROP 1.0 p.IgSHALL 35 MEASURED USINC 1\ STOPWATCH. IF THE TIME Ei(CEEDS THE TMEDETERMi'JEO FROM !>.STM F-1417 THE SECTION . FAILS. FORCE MAIN /IN" WATER MAIN PRESSURE AND LEAKAGE TESTS 1) CONTRAC10R SHALL FURNISH ALL EQUI~MENT.lABOR. AND MATERIALS NecESSARY FOR THE HYDROSTATIC PRESSURE,AND LEAKAGElEST ON ALL IqlAINS UNDER lHE SUPERViSlON OF CITY 1~:;J\:;';(JN_t::.in ') TESTS PREs.5URES SHAll 3E 100 PSI OR 1~(l% OF NORMAL PIPE OPERATING PRESSURE, WMICH EVER IS GREATER. .......... FI1 WATER/SEWER CROSSING 11.'" ll'V~ ~HT, t::: 0I........w1. ~ . 00iP. .AQO, lid ~w."':.FL':'CW1H "~'-x.~~M CtJI8INlET r, ......uJ'U1 oU'. I . ,",I"""'" 1Ir'."'tI.I1fU:II.fI.('h lU'~"P"'\OIiDITa.s~ AlL.US1 ll.&/.G- AS 1[0'0. 10 NIOO 'sno '\Jl!C. CRWT HIOJIO T\JB[ 'S(UI Ar SmutNRE.. 17 UtmERORAII lJD;\E8 IN PAVEMENT II.TA I I lli i I o ... rn z o i=a: <0"'" >-0 OZo Z::>:I: w~o It. II) o>-x ~<(!! -1:1: ~O o j::: o o < (I) ....I o 0< :I:Z 0<( Wo >-~ II( . ....1...1 OW ~ ....Ie: Wet ~O a: <( o KEY PLAN " Q >-.=~ Q) l-t <<l ~ 00"1 OB;::l ::r=.. cd 0 bbUU ~ O~ .~ ~ 3 ~}~.~ t&i ~ - U"'~ ~ Vr :.a [ I ~ !D u u W D- O) "" 0) ..... < l- W Q N .,..: ::> Cf) ~ o l- tI) l~ .- ;!! "Ii I CUT .....ul.tG)i SCH(O. 2UllU!OO II! ! _,;,~~' \: ' ! f ~. 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H~: i I!~ R~ i!~l~ "" ::!Q~ !;;ll" a" ~~ ~ ~ Ii: !;l ~,II ! ~ll Ii ill 5 i!&;. U I~_~~. ~i i ~ t~~i ~;~2;~ . ~ ~ ~~ l ~ I !id i' ill! i! ! 'Iii 11m I I jl = Ii · :;11 " e ~ JUi~U I 81 d~. ~ 6~ . ~ It =1 ii~! !i il! I ~~ h ; I I)RAtIN ...... JUJ:; ; CHliC:Kfi) IIY. l(.I8 I I J n~21F} . =~;=oo J ~ F nnlngI}Iowey 11--- ~-j Associates Inc. Architects Engineers Consultants ADDITIONS AND RENOVATIONS TO ClA Y JUNIOR HIGH SCHOOL CARMEL CLAY SCHOOLS CARMEL. INDIANA SANITARY SEWER PLAN SU2.1 .. \ \ '. i ,\ ,'\1 / ': i \ : II 1 I I · . j- i @! i1 H = Illlnnpu e S i!~;~i~a ~q! ; a ~ i ~ i ~ B l .. @ .. ~ i l" !l j!il!1 . I ,t g I I!l ii ~ i ~ i! Ii ~ I 1~,*BYp~~_1IK ..') ~ ,.--.. II. .......__..........I.II,..~-- . ~!:~~~.::.~ 'I< ___.....,.."1 i5,=.::1:-~'L:-==r.E:.'O:--= _ ............,..._......IWor.............. ., m"!"II-:.....--=:...-_a.:z:.:~."=-"'..:. 5C"';':..!~~..::!. =i=:--=' ,=".:-..=:tt:= .-,.._" --==- .... .. ct;:$i.~-===-=a:=tE:~- ~=-~T'I:''"e;:...;,e"-e. ....,........... 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I'IIllI<< I)oE 0; 1l<E FOUDoIIIG: A. ~1I:~':nwl...lo~pl: r~ ~1(U=rID~ot .o.tfr~*I'priGrtOoboctfllf~, ...Eit1w'MlIDlMlnIorthl'lllWi1' itf~ ~~~:~~~ (J....~.otIo bath Ildtt,ol tilt C~. 1ftImld== ~f" to tl'l4 .011... ~~~;l~~~f GIJItnG)' for .... n ~lM I'1'Gn =r~. .~ 'ff Ii' 1C" 1t tl' ,s'I8' 1 2(.2<" It CON_mrolll'llIIa.Ull I'M IN IjM<Ol[ l WAlL .1CIlR1I'I'lf !lXI' 00 EllUOL I/IJEIIT'oCHlmnllllS~. .l:lDll PSI c:otCREJ[ AU. I1}.InS (>>I THE \UTCIL PIPE Il1lJ. II[ GLUE!) Jl)NTS. IIIltoCE cvw.; 1O'1l[ F.osrtNED 10 ~ PIP[ AT .' IIIDN.OLS II CllNNECf[O TO sa;w.tlJ.. BOTlQU ~ 1lIENCN ~Pf/~ ~~~ Nll1EJ L'llOIl[ _QNE DROP 5 RDIl.lREl) M W,H, S,iW..L lil\'[ .. lIIlo111AA1l11/o1lE1D1llf W . It IlII. tlUll Il(TlIEEIj Pl'ES CllJEFlI1INGSOIl_~ 14m II[ USED 011 AlL 1)ll(lPS. WATER L STORM SEWER CROSSING 11,1,5 l~~ SEWER I I I I t I ...... lQCAIED Ii CMlSiD JI/EI& INSIDE DROP MANHOLE DETAil ILI~ .na a' fI MID MEA$. . BELL HOLES 'SHALL BE PROVIDED AND THE TRENCH ~1ll'~ARED SO THAT THE. SOTTOM IS PROPERLY SUP~ORTt:D THROUGHOUT rrs LENGTH. =~Im FlUlll[l'II'EDQllEOJ.IL JQ][; e M_"S,IiIfTAlNsrotII' S>I'U B< !;AS' QN It<< lD ~Lr11l ~' A ~- \4'$: I 12'1lII.. ~~'I" 1Ft...... ~ I!Rf'r.J.~1 .Ul.ll"\TIrIC R1Ji: , 000lI0Il SURrlC[ ,;&~i:h~ r*i ~~ ~ g~~Efwi~fN&&~fD UNlES'S PLASTIC PIPE IPV(: it. HOPE> TRENCH DETAil ~ - I. ftlllUlJNC 1I.1IITMiL.. BDf1.1 SWJ.IEIII5TM.l..tQDt~m It'. MNCED Lrl1. :I.A,_.' CUAJl,M2:tIW.i IE ~ow [IQI,tIDE,(JI 'tJ.lE~OP<<. UCDII Qa-.OUI'SIOEOIMIErot 1l'-1lJIC(~ ...DiPfH':#'~ MdDlY.L 8o.ow Pft ~~fri M; ......... or PU F1IIT IIlJllII: ECalllIIlClXIId: ~~I~~Tf8~ ~~TO~~ ,o,JR PRES5URE TESlS SANITARY WVE 8. LATERAL DETAIL STANDARD SANITARV MANHOLE on N.U 7&-=: =- -.. :-...:'-1 _..... _1iIIIII:;"-:-_ ::.::"....~tt.=..._ r~::-~ P-I....... ~iW _ un~.., ~---=~~ --:;:;:-=--::--.J:.. +i:':''C''O'l.:l.'l:r'' ~~;:-'" . . .....-- :::=-..J: a.. -. .=~ 1{. - :;;;:;;;.-- U.-'" L....~-=- ir~""- :....JI..f:~*;.'=r- f'_' i-z..;. ..mJt~1lRl r PIN:: EL.Jl'pqm ==-..:r.:.=--- =~.:-..;:: ~ ~;~~F& :;-"'..::.---~ ~f;l 'H:' em OF CARMEL 1111111', ,lIl1GllUIt I mOil! tin 1lllllll1llHIII m Clllml..l CQf;Ji[I(ClWII (caartl ..... "" I3l III comer "'I Pftl SJOIl:IIIca~!BB (Sltt"'_(lIIf'UlISl oR;RPH~IllJillrC EXTERIOR CLEANOUT u.s. IUl P'P[ l<<.tIm 1M MID WP18I r,' 1;:1" IWifD MrA. ftII -APE t<<JJm .~,.liIIUlS 'S'9QIiOIl'Clll:filUtr'. IiIWA.1.HIlWElb't. <'JW'CT<lInl"'" .,--- "'"'" ""t1.ltlIlSI:MOll:.[Q4.III. ""'"""'- CD\I'H:IIl) 10 951 .,..,-- IlD!$lIY IllI'Tll fT """"' .....ma.r.L IR1Df iPI"E ,~ J!ll!l:j; t,AU. BIII)IrI].a:MTIILIIIOi;fJLL 9W.LlllltQ.li.i.Ullllrm 11'............... f. .. MJt. V QEIRMIX INIU Pi! PllMJ[J)u. EI01AIE-tJI 1lC DIST.IUt:O- ""L It: .. DUT911l DIMIIJm D . MID( WiMEJD d - DEF!'W CF' III!.tW(j IM.lD:III..!l.lW JIll[ ---!l..-.. 1:11_011: :MIIi.[I "101111 e.r. ..LiIOtilll -l<)jII. r <" r . R.C. PIPE TRENCH DETAIL k13. w.rs, . I .. I I; I i o l- ll) Z o ~a: -<O.J >-0 OZO Z::::lJ: w_U a:: ~rh O>J: ~<<' 0'l..J~ z(,) o j:: C o -< C/) .J o 0< :::rZ 0< (/)0 >~ < . .J..J (,)W ::E ..JlI: We( ::Eo II: < (,) KEY PLAN . Q ~~E Q) ~ t'j => .....::; ;> rn ;:j o Cl) rJ'} ~~8 ~..-4 u OOO~ ~Oll) . pol ~ II) E<'~ ~ j;.1.1 ~I r~. V?" I . ~ d 0< to- W Co a: uJ ... 11I (/) > a: < to- lE! < {1) rJ'} +-> C.) oU +-> :E I~ !D u ~ ~ ~lD a u C'! C\I ::> r.n 1 CVI' .ud ICIi SJOOl. 2O.lln~ -. .... '-'~ . r-o ,'''"">;l _./~---(I".-:': ..-- D ~'? o .-i- l D r---- ( [ I, r;l I-II~ ~O-l-l cOO -1-1-1-1 )Dm>> r::Dr-r- 0000 -nO-n-n .....zr-.:J'" cPjj<.nlXl :IE C, . >::D(,).... FCQCJ! :z: !::m"C3 G)_Or :S(l)~m (1)0(/.15" ~~~~ Fo~r o~oo cocc -1>-1-1 ozoo -no-n-n -nr-n-n r!"1rr- c: cc :I: lII:~ Z ~:;; ,.. -55 55 ::Dm m m(/) (/.I p:>. 1 u .~~ o o o ) -~/ u I I I I ._~~ :? -::. ,-""'-- I- :I~ Ii I . J.: .J:-~ ~ 7 ~ - - - -- -~ m u. n .-i--~ p - f- - - :::c- ~ - - - 1 I I . ="~-~."-. -~------ ------ -~------- ------ -- - --~--- --- --------- ---- - -----~--- ----------.- ---- --- m r m o .... ;U o )> r III :::j m \l r )> z -v r )> z z o .... m ~ u I ELECTRICAL SITE PLAN I D"'l~~ a ~ D"A"" n, .us 00-. NO" 2011",00 ... F TIllI' ng/How' ey t aHECKED ii'l'. "'I!S []"TSJ JtlHE 1 ZOOl"'q . ~ I I RE'''~HO. "m Associates Inc. F. E2.1 Architects Engineers Consultants ADDITIONS AND RENOVATIONS TO oltorollOlfTfOO....-oliY.......mo...,,1 CLAY JUNIOR HIGH SCHOOL CARMEL CLAY SCHOOLS CARMEL, INDIANA ,. Rqr)LEGEND UNIT 8A8 ROB . NrfJ. (UJK; 1'fJ'"'\... Sf. ~ t.OOl FZlROOW 1~ 10'-0" Jali SI-OUIS 14' ID'-a" IlO.'l o..mawctOS(l 26 10"-a" .lOO4 OOYS' ,,-r~LfilCS lU2 10'-0- J.005 ~ \58 1{J"-I1 JJJf. a:w:;rI[S' o>TlCl 1 ~li HI" - a' K'.JQ' IilS1lOJII I6\: 10'-0- XXJj. .ll.llll.COCS.,~( "0 lQ"-if ,ooos. Pli'tSCALEDLll'.J"IIJJ.lSTURAGE lea '0"-11 MHO Gnl1WiUIl l!5m l"lP[l'jm ..011 CORRlOOR 2~'-" Ian '4Sl9JLE HI'-(( "'" "'" W:'. ~ME ROOM LEGEND UNIT 8B8 ...~ .cUK; 5.1. H()(;Hr o:xn COllltlDl 1I1J2 ~~I\l!,j lIOOJ PEST()W,[;I 0:& 9ijfS' PE LOC~ RO(]w .,.,. "''''Wi 100L S~qs ~1 ICE';ilmW "'" '" 1m:[ fl:o'J'(I r,/O!'5'Rtsrnoou 0010 PE SIOP-X;~ SOH SH:1MJ!S OO~2 ~~ 8m~ IYOCE 001' IfIO'IOOI<[~ ElO'~ samo CL[J){I <1m !:.l!V...1(;IftITlJIP"~f B(l\l L:l~S' P( lOCKER ROOll W,! w1itl~ a:m r.tXlU~ LAB mID w.s5ROOM lrJi1 STORACl an; KW.STQR.I.C.E roD offn ~z. ~l}.e OO-Zo UASSl1tXlM ~i' ~Sl[JFt.IrCE 1m1 ~1lJFVl:[ 0021 S1~ Mjli SllH11G[ 0030 ro.JNDFIr 80Jl PIlClOll:OON lA'3 803-2 SlOR.'a: !'ilJJ TDL"l 9'-;T ~5fi7 g"-fI 14 g"-tr' 117~ g<-a'" .... 9'-lr 1~8 g'-a" 1':'5 ~'~o[J" 100 g'-if ~~ s'-o" ItS 'lo'-o" Its 9'-0" 106 9"4 1M g'.1T 5!1 ')"-1 ~ .,._~ 61 '!"-c" 1m i'-C" g.-It 1.~ '01--0' ]s:I '1"-0' ""; ;'-0" IS1 g'-Q'" :00 i'-a' :..as B'-(f m g'-eo 1.J g'-a" l'~ 5"'-(1' IIll g"-r! m 9'-IT 100 9'-0" m.l ,'-0" .ID g'-.J" l, -g"-ti'" "'" "'" 00. ~~E. ROOM LEGEND UNIT 8C8 ... """" s.r ~IGHI CXI1 om~STClAA:l: 1'1 ~ "il(lfUG( I:R Q;tOJ SToll..>d: :,>g.; cooo~ 1]'2 (~ct)~S101l.tCE 1M w:x. ~~~c I;' tt(l7 nT'Ij[5S I~ WJI:I OORRl~ ct'.JOi HULTH ClAS"i'l'OOII &14 W1C SlolWiE 2'<0 ClIH IUTIlOOOI I~i: CUll sl-OWCJl: I~ 001' KlItlli CLASSROOII BJl OOl~ CIRlS4~LOCl([}I~ 9~ 0015 CDRRlOOA ~01~ STOAAC( m alii 0J0I.CH"S (lrFl:[ ~2~ CtJ1B RESIROO~ S, 1J:J19 oors'!lLSlROClW ~ cc't~ C1~S' IUSTHOOlI ~ (;O~l Sl~ :m CC2~ O'TQ l'n tel.) &C~ :m co-:t:~ fL[CTI1UL J54 mz:. ~C[NIiojC I~IQ. rn26 IfEJ,;( F!COII 2M C:O~1 W::~Cl.l ml W;:./1 II.E~ICN. I~ oo~, \.l[D'"I;,NlOJ '11 00)0 TOILE! 5J eOJI rnHl S,} OOJ.2 OH'CE Il~ ROOM LEGEND UNIT ~ ~ NIEJr. NJ !WI[ U. 1ol)H! IJI'WWSIUW DllilW NJ11 ORR-OOII:Bll()lll' ~1~ ~LI g'-o'" ;'-0" g'-o" 9'-0" 9'-(t' &'_11' 9'-C" 'f-a" 9'-0" 9'-0" '\I'-a' 'J"-o" r-" r-rt g'-~ 9"-U Q'~IT ;.-0' g'-I,I' s'-lf 9'-0' s'~oT ~'-rf &'-0" 0P0S(Il 9'-11' moos(JJ moos," ooosm 9"~0" t'~1l'" r-rt 8A" GWM; "",HI ROOM LEGEND UNIT MB8 lID CWHC iF_ H.I>Hi """ """ hO, WJ.lC 8101 >>!J am, '][01{.l,G[ SIC-J s'ru()El41 STORACE: 81~ 51lItl..NlSlGWrCE 810'5 IU)I ~106 .oal 8101 ~ICROOR 111m ~.wL~ COWS'~IjO::: SCUll:f Bll)SI P.uml'i 8110 WNCIn' 1I1 \ 1 I ...... ~ roNSllWER sc.u.q 011~ TL~f1MOlo(;y "1.) 't,/[CHI...ICAI i!1I~ OLCm=c:.rL 811S cnruaOON 5l,l.;R!. I~ Hl'-d' 2Il I~--e- 185 10'--0" la:i 10'-(1' mia-a' '.504 1(1'-0" 10'-(1" lM5 1(1'-0" jl)! '0".0- 157 10'-0" 1kS 10"';'a' IS!> 10'~~ Ud t(POS[D 4:1 la"-If Ic.-a 10'-(1' ROOM LEGEND UNIT 8C" ROOM HOOU ~ ~ He. ~wr :J IiOGHI tlCl :;'C1OC( \M ClG~ SCI[h'(;[ I..Hl ClOJ- S'TOI<.AC[ C,I)< $IOPX;E C,Cf, lJJ:CTRr..,tt. C106 m:r-l~Cl.OC'( C'01 OJRRlOOR 'ClOd Q:.oSSROOt.l Clag I1.ASSROOIoI G;lQ cv.s.saoo~ C11t CLlSS'JlOO;I,I Cl12 sooct ~ Cll, !:'fJRRl~ :1 I~ CORRl\XJl< r.n5 STOPJ.C( C11~ MP ell', tUrSlt:ESffiOOII r;:llE C1'llSIUSTROOloI (;, I~ C'JIOODOft r;1~Qo l:JS100Jt (;121 o;ot.I:'o!ONS C1 n (MJID]1l Gl2J ~FUIt"fl;( Clj-l 1I'I")lS.llfSI~ CI:15 ~[,"IS'Rr5"T'ROOIl C126 1'FJ.:.Hf.R~ Rl.50URt[ CI~7 SlQl'l,l"G[ CI:lB CDO"U1'lR 1M ;I~ ~IJCl"O~ CUD (D,jNTER W C-IJ' F'OfffiC,\;~UlGl tlJ. D:iRRIlXJR CI~ s.c~ENC~ VB CI~ c..J.SSRlXlU c'~ CI.J..SSROCj.j (;'310 roFi.RJIJOR Cl.'11 CI.ASSR'lJ()U C'I.'lIJ~ .cl" -t).AS.SROCJ,l el4(l~ 11M '-o"-r;t 1\76 'cl'-lj :1'10 lCr-(I' :1';>:' lQ"~1I" (i' 10'-(1' 1:1 10'-11 \0.-0" \1:16 1Q'-lf i:l6 lC'-(I'" 'i% U)'-d' 915 IC'-~ II~ 10'-11" lo'-IT IO.-tf no 10'-11' ~l!l 10"-a" Ja9 ,{l"-c" Jm lQ'-o" lC1'-CJ" llT-o" 10"-11 1,4 100 W...,.. 4J lo'-IT 47' 10'-0" 5:1.'1 w'--c" 100 III'-IT ~ lo'~rr .wJ ItJ-rf m 10'-0- 'l'lB la-a" lC'-i'f liM \'\1-0" Er... 'O'~C" &'D 10'-(1' 1rr-cr 928 IO"~a' '112' 10'-0' or.lj 10"-(1' '\I:lG ;0'"-11" ~ LOWER LEVEL MASTER/CODE PLAN I!3T-l'-O" ~ ROO\I 1tOO~ 100. IW4: ROOM LEGEND UNIT .D~ ""'- <ll-'" Sof :KOO-CT alOI SCIOt(:(v.'3 0102 st(ND: lJ.13 CI~ S'lCWll: OU,' Slcwa: DlOS !l.ECllOCol.I.. 0106 rrrnroLOC1' D IO~ CCMllDR Uloe~ OIOi cv.s'WlOW Dlltr~ Inli ~.. 0'11 SCl(}jG[L1JJ all.} mRAOOR 0111,. CMRlOOq CII~ S1~ DIU; PREj> Dill l:lrni~F!C.'aI O;\G I:2Rl.5 IIlESlROOOI Oll~ (;m~ 01'0 ClmOOW.. O'jl CClllWl'tS 01'. OOftRlXJR [H2~ CC~E r;l174 lIE.NS'RESTI<<:OiI om WfOw:Er~:es:~ 0116 f(.lQU'X"'5 RESI)JlCE 0121 5mRAGE om CO~PVI~ l.I8 1111'l PiIDWCIW .,1)) ctnr'PlftE.R. '\)I;J 11131 ro~lHIt:~ o I ~2 COIl.FllOOR DI.u 'SC'OC[ lAB C\.l-4 Cl)S5.ROO~ m~ lL'SSROOOI Dl)6 CORR'lOOA DI:J,J CJ...,I.S!iI;rKhl DlJoB 1;l)S5"~0I DI..w c.vssROD" o.l~D C1J,S"iflOOU 'I~I I~-~ 1116 1D'~o" :ntI 10'-0" ;1'2~ IlY-a" Ii.'! ny-a" 72 llJ'-1l'" 'a-a" 9a \:fY-tl' -9:1d 10"-a" m 1r1'-~ 9:lS 10"4 11~ IO"-rr 10-<1 10'.D'" tlC 10'4 :lj~ I D'-G' 389 10'-(1'" "~ ~O'-O" ID'-lf IU~O" 10'-a" IO'~(]" I~h IfI-r! -4) '0'-0'" t1 '0'-0' 523 lb"-a" 100 [:<POSUJ m lD"~1,I' ".0 10'-1;1' 9.15 \0'-(( ;,~ Hl'..o'" 1(1'-0' 'I~\ H)'-lr M~ IO'-ff rm lO'-o" la~a" !lo21io 10'-1l'" 9:1i1o 10"-0" !iliS 1"0'-0" fa '0'-:1" IUJU ROOM \0:0" IiioW[ ROOM LEGEND UNIT "E8 EIU ;(:IF',JOD: IJ,B (102 SCIEJojCElJ8 [Il)~ ~oPJl:T. [I~ S1~ [105 U1ctRLo.i. [10! 1'(C:H~ll.OOV Uti] ruRflOOfl C101l CL)IS.!>ROCW tl109 ONi'ifDJOI CliO -Q.AS~.. [Ill a~ [112 s(;~ENCE u..a [11.,1 C!:flRlOOR E \H ~OftftIOOR ~11!1 S]O!lJ,C( EI16 PlID' l ~ 11 !IOi'S. RESTAOO\ti ~llB GJm..S ~IRCOl (I\~ ~OOR: [1:lQ 1:'.iSTCJOlAL [Ill Q)vvDN$ [12~ c:QFmlOOIl nn co~r [12~ "IIt::w;' RESIRCQI E18 fl(JIIIENS"flis1'f\(;O,l [126 TVCH[R':; ~5UK[ EI27 STOIWX EI:lll ClllllMUlLAB E121 ~ oDO alIH\IIf.R LJ.S m.1 FO~l..lH}lWJ( Ell2 DJRllOOH E~:l'l SClENCl VB 1I34 l:I..J.SSOOOM (I}S CI..JCilb'XlW [IJ~ C::lMOOfi lI.,1J OASSROOIoI (Il!l cLAssR:lOII (l.'l!l Q..ASSA'J(]IJ [140 CUSSilOOOI ~ CUJWC s.r, 110Ct1l 1161 10"-0" \11~ 10'-r!' 2~O lQ"-a' Zl5 I()"-G' IU 10'.0" 1:1 10'-11" 1~_'" ~1~ I",,-IJ m IO'~l1' 91~ IG'-a' U, 10'-0'" 1I~ IO'-a" 1l::r~0" 1(1-[.1' iYl lO"-Cl" nt 10"-c" 4~ 10'-(1 ~] IC'~[l' 10'-0' \0'-(1' \0'-0'" 100'-00" 1o(1~ IQ'~lf H lO"-c" H ID'-If ~J ID"-o" 100 1(<-0" 9BJ I-D'-If .l5O llr~[j'" !J8J 10'-0'" ',m 10"-tl" 10.-0" 1161 10'-1,1' ass :0'-3" ~~ \[1'-0" w'-II'" S2B Ill-a" gl~ 10'--11' m '1)'-0' ~lE m'-O" ROOM LEGEND UNIT "F8 ~ llOOl.I ~ cEllJ'llC NIt foWOE S,r" HEG-fT F'l~' FlU 'l03 ".. '''' FlOG fl01 fIG, ".. nm ril1 rH.. F'lIJ Fill,. 'll.:r f'ne rlH rtle 1119 "'" f12\ n2~ rllJ 111~ n~ ClIO F121 FUll C1'" Hl"-'Il" It-a" 10'-0" "'"" 10'-0" .4 '.4 ,.4 IO"-C" 10'-~ 10"-CI' '04 ~'-a" ,...,- 10'-(1" 8'-0" .,,'" t~.-Il'" ID'-o" 1O'-lJ 10"-0" 10'-[;'" 10"-[J" ,O'-e" 10"-' 10"-11 ,..-0' Ir-$" HJ'-g" CllI<IDJ' w:5lCCJ.~',i ." U&D ['IR[)1['5'lIl1\ '''''''''' p"",,,, '"",,,'" PflJrCTICl """"" Il'f<( CO"" a::nc( """"- """'''' "'''''''' LNFORlO STl)R.4oG[ ,- \lJSlC eu5SROOOI ,"""'" "~1J(f<;F1/OOIJ fMl''-l'R.ES~ WWl5 K'31ROO1II IIO-fLiSW ltCf-ItO..O;Y """'''' CCilollJtJ~'N ROCJ,l 0I5l0I Bl1~ ""'"'" !D'f:ISSKlN .,. 106'/' "l'S ., ., '''' "" '''' .. " ., Il, 1-'" "" '" '" ,.. " m WI '" "" "" ROOM LEGEND UNIT 8C" feOQ!lI ~()(It MO C{J!M: NO M,UO{ s"~. H'ElCH1 (j101 {;Ia1 CIOJ GIM C;O~ GICO CI~l .... CID'il CI1C elll CII~ (;HJ l;1l~ GlI!. GIUi (0111 Gall c ~ 1 9 GI'g,. 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HOO' ~U" <OOIlIIlIR ROOM LEGEND UNIT "H8 ROOiII ~ ~ roJNlJ ~, w.vt S.f ~.T HHl1 mm "'"' H1O' H'" "10' i110l "''' HHlI 1'1110 HIli Hill HII3 fUI~ 1-111 ~ >tIll HID Hn~ kll~ "nO l.WN~lIi- """"" '.tsrnul.f: ,... 9O'i'S" .fl[SllfOOloI 19~ CUSlOCWc.USf1 40 CI!l.$'Rf:slROOOI :lQ.J 9'l.ft~jtfEMI~(; 113 "I101J71 III IOWH Cl},S5llOO~ MIl VTROOlI JD lB1lICOI " lKI).n .<1 roRE.G'l'~ruSSROOIlI 9H """"" """"', """" Ell Ii.\SSROO~ rW[QIJ! Tr.l[OOT OOAAOOI ""''' ;~:=:: 1'-0" ,'-[I" ~'-~ "-" r-q ;'-If g--f/ ;.-It' ~'-(f ;'-11' ~'-a" 5-'-0" l)'-o" 'ii'-C" '\I"-If po_a' ,'-0" '" 100 '" " '" ~"" ROOM LEGEND UNIT "J" "'" "'- "'" ,OJ" ..... sf. ~Q"-O" >04 10."'" 10.---0' 10'-0'" lO'-1t 10.'-0' H)'nl1' 1....-0" 10'-0" -, "4 ,.4 l<t-O" ,O'-cr 10'-11 10.~rr 104 10'-11'" ,,"=' Hi'-If m-[J" lO'-O" 1(1-0" 10'-:" IO'~O" 10"-0" 10"~cr 10"-0' 1C'-(I' 10"-0'" :O'~O" 1~-'" IO'-[f Itr-o' 1D'~0" lO'-C" Ill'-o" IO'-C" ''0"-0'" 10"-(1' 10"-rr' lC"-d' J1CI JIm JtOl JIM "05 JIOO "lUll ".. 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'" ;l: 8 ~;;:~H . ~~ " . ~ ".:~~!:; ~ ~~ > .... ~ is .., z ___~____~___"_1---~~-~--~---------~-------~------7 c -u -u , m .~ ,- JJ .I ~~ I " , r- ~ I 0 " , 0 ~ .L, JJ I l !:: 1r > Ul -l m . I JJ I .... I () I 0 ,.., ,J 0 LJ , m I "'lI -, r- I r - > c., Z I I , 06 ~~ ~~ ~ ~~~ ~~ ~ o 0 ~~ ~~ U I: ~~~ u!!: i1~ ~~ r ~~~ ..... >'~ ~ . ~ ~ ~ c:: c:: z z i i ~1l ~~::::j i i ~ ~~::j . . ~~ ~~ g~ ~ n~ g~ ~ .f~ ~ ----------~ ____ . '-_:;:-____ _______----. . I - I I , L I I I , i I I I q Dr I~~ ~ o I ~LJr ~ ! ~ - ---.-----. I ~ _ _'__ _ _ _ _- - - - - _.r. -,----l_______________. ~. ~~;:y;y~~:R M;:~E~~~:~:L^N [l~D~anning/HOweY \ !\I II"EV"'ONUO Dml u[J Associ~tesi. I~c. ;:0: m -< ~ 1 I I L i I , , I 1 , 1 I r--~---------------~ ..._F - --I ADDITIONS AND RENOVATIONS TO CLA Y JUNIOR HIGH SCHOOL CARMEL CLAY SCHOOLS CARMEL, INDIANA ~ .. u u ~~ ~f~ 0 ll~ Ul: ~~ r- m " m z 0 c:: z > ~~::::j . ';;!r;> gf'~ ~il: 8(; [~r:l m )> (I) -I m r m <: )> -l o Z ~ I 1 I - (I) o C -I I m r m <: )> -I <5 z I ~~ , ~~ ! l~ IH , ~, ! ~ I ~L -~ ~ ~ r ~5 ~~ ~~ !J " " ~ ~ r~ ~i \'~~-. I ELEVATIONS llJ~~~ . /H 8 g ,DR.....WN IS""-I l'IiD'1ll ... FannIng owey ~ OM<COOO OV, ,,<5 ~ . ! I ^ 'J 1 \ .""010""0 om - Associ~~~~?~_!~c. ::E III tIl -I III r m <: )> -I <5 z p ~~ " ~~ u z o :II -I I m r m <: )> ::J o z u ~R ~~ ~~ _b a~ Ell -I ED ED 81 ADDITIONS AND RENOVATIONS TO CLAY JUNIOR HIGH SCHOOL lCOPVRIQIfl:lOO:l BY F'AN"'I!IHOWE'f .\B8OCIATEB, tIC.1 illl CARMEL CLAY SCHOOLS CARMEL, INDIANA i' '0 ' \l u u DEVELOPMENTAL STANDARDS VARIANCE REQUEST Carmel/Clay Board of Zoning Appeals Carmel, Indiana Project: Clay Junior High School Additions and Renovations Carmel Clay Schools Carmel, Indiana 1:_ IF\. September 23, 2002 ~,}.J j rnQlflanninglffowey u ~uu Associates1 me. Architects Engineers Consultants PROJECT NO. 201103.00 .. -,.1'" U CITY OF CARMEL-CLAYTOWNSHIr.~ HAMILTON COUNTY. INDIANA " APPLICATION FOR BOARD OF ZONING APPEALS ACTION DEVELOPMENTAL 5T ANDARDS VARIANCE REQUEST FEE: $630.00 for the first plus $70.00 for each additional section of the ordinance being varied. V-161-02, V-162-02, V-l63-02, DOCKET NO. V-l64-02, and V-165-02 DATE RECEIVED: 1) Applicant: Carmel Clay Schools Address: SiOl East 131st Street, Carmel, IN 46033 2) Project Name: Clay Junior High School Addltlons and Renovatlons Engineer/Architect: Fanning/HoweyAssociates, Inc. Phene: (317) 844-4948 Phone: (317) 848-0966 Attorney: David Day - Church, Church,. Hittle & Antrim Phone: (317) 773-5320 3) Appllcant's Status: (Check the appropriate response) x (a) The applicant's name is on the deed to the property .(b) The applicant is the contract purchaser of the property (c) Other: 4) If [tern 3) (c) is checked, please complete the following: Owner of the property involved: Owner's address: Phone: 5) Record of Ownership: Deed Book No.llnstrument No. 264 and 260 Page:! 99 and 224 Purchase date: 6) Common address of the property involved: 5150 East 126th Street, Carmel, IN 46033 L-egal description: see attached 16-10-28-00-00-049.000 16-10-28-00-00-050.000 Tax Map Parcel No.: 7) State explanation of requested Developmental Standards Variance: (State what you want to do and cite the section number(s) of the Carmel/Clay Zoning Ordinance which applies and/or creates the need for this request). see attached Page 1 of B - Developmental Stan~"~s Valiance Application u u 8) State reasons supporting the Developmental Standards Variance: (Additionally, complete the attached question sheet entitled "Findings of Fact-Developmental Standards Variance"). see attached Present zoning of the property (give exact classification): S-1 Residence District 9) 10) 11 ) Size of lot/parcel in question: 40.21 acres acres Present use of the property: Middle School Grades 6-8 12) Describe the proposed use of the property: same 13) Is the property: Owner occupied Yes Renter occupied Other 14) Are there any restrictions, laws, covenants, variances, special uses, or appeals filed in connection with this property that would relate or affect its use for the specific purpose of this application? If yes, give date and docket number, decision rendered and pertinent explanation. No 15) Has work for which this application is being filed already started? If answer is yes, give detaIls: Building Permit Number: No Builder: 16) If proposed appeal is granted, when will the work commence? November 2002 17) If the proposed variance is granted, who wili operate and/or use the proposed improvement for which this application has been filed? Carmel Clav Schools NOTE: LEGAL NOTICE shall be published in the Noblesviile Dailv Ledqer a MANDATORY twenty-five (25) days prior to the public hearing date. The certmed "Proof of Publication" affidavit for the newspaper must be avaIlable for inspection the night of the hearing. LEGAL NOTICE to aH a~joining and abutting property owners is also MANDATORY, two methods of notice are recommended: . 1) CERT1FiED MAIL - RETURN RECEIPT REQUESTED ,s_ent to adjoining property owners. (The white receipt should be stamped by the Post Office at least wenty-five (25) days prior to the public hearing date.) ~~,..,o;r, ? I"If A. _ riAYCI/"'!nf'npnbl ,~I:IoI"\t"!~:rri1l: V;;lt1-::Jn-r.E: Annlicalion u u CITY OF CARMEL - CLAY TOWNSHIP HAMILTON COUNTY, INDIANA APPLICATION FOR BOARD OF ZONING APPEALS DEVELOPMENTAL STANDARDS VARIANCE REQUEST 7. State explanation of requested Developmental Standards Variance: (State what you want to do and cite the section number(s) of the Carmel/Clay Zoning Ordinance which applies and/or creates the need for this request). A. Carmel Clay Schools as part of this Project would like to construct a building identification sign wIth changeable copy in excess of the size limitations and overall height taller than required by Section 25.7.02-5 of the Carmel/Clay Zoning Ordinance. B. Directional traffic signage will also be constructed in excess of the size limitations required by Section 25.7.01-2 of the Carmel/Clay Zoning Ordinance. C. Carmel Clay Schools, as part of this Project, would like to construct a new facility that exceeds the height limitation of 25 feet stated in Section 5.41 of the Carmel/Clay Zoning Ordinance. The highest point on the building is approximately 48 feet. 8 State reasons supporting the Developmental Standards Variance: A. The proposed size of the building identification and changeable copy sign is required to provide space appropriate to announce and inform patrons of events scheduled at the school. The proposed size will allow the announcements to be legible by vehicles coming to or passing the project site. The proposed size of 36 square feet is within the total allowable area for both changeable copy and institutional signage of 46 square feet. The changeable copy area of 24 square feet exceeds the allowable of 16 square feet. Due to the height needed for the lettering, the overall height of the proposed sign of 6'-2" exceeds the allowable height of 5'-0", The overages noted are very close to the ordinance requirements, and would not negatively impact the area, while providing legible copy for patrons. B. The size of the directional traffic signage is required to provide legible information to direct patrons, visitors, buses and service vehicles to the appropriate drives, parking areas and building access points. C. A full-service 6-8 Middle School includes gymnasiums, an auditorium, and other spaces, which require volumes in excess of 25 feet to meet program requirements. ~ u u CARMEUCLAY BOARD OF ZONING APPEALS CARMEL, INDIANA Docket No.: V-161-02, V-162-02, V-l63-02,V-l64-02, and V-165-0Z Petitioner: Carmel Clay Schools FINDINGS OF FACT - O'EVELOPMENTAL STANDARDS VARIANCE 1. The approval of this ~ariance will not be injurious to the public health, safety, morals and general welfare ot-the community because: see attached 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: see atta'ched 3. The strict appl [cation of the terms of the Zoning Ordinance to the property will result in practical difficulties in the use of tne property because: see attached DECISION fT IS TH EREFORE the dedsion of the Carmel/Clay Board of Zoning Appeals that Developmental Standards Variance Docket No. is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this . day of ,20 CHAIRPERSON, Carmel/Clay Board of Zoning Appeals SECRETARY, Carmel/Clay Board of Zoning Appeals Conditions of the Board are listed on the back. (Petitioner or his representative to sign): S :\ca nnel claylanduseregs\checklist\devstandap P Revised 10/17/2000 Page 8 of 8 - Developm€l\tal SlEru:lares Variance Application u u CARMEl/CLAY BOARD OF ZONING APPEALS CARMEL, INDIANA FINDINGS OF FACT - DEVELOPMENTAL STANDARDS VARIANCE 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: The size of the signage is appropriate for the frontage and overall size of the site and building. 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: The signage will be kept as low in height as practical. There is no specific design theme for the directional signage. They only provide enough space for the required directional text. There will not be any lighting included at the signage eliminating potential glare issues at adjacent properties. 3. The strict application of the terms of the Zoning Ordinance to the property will result in practical difficulties in the use of the property because: The size limitations of the building identification sign would prohibit the signage that is legible from passing vehicles at a distance. There are typically multiple events scheduled at the school that need to be announced to patrons. The strict application of the size limitations would greatly limit the ability of the school to fully inform patrons. - Township Lines ~bc Interstate Hwy Text \be U.S. HwyText \be State HwyText ~c Primary Rd Text :a:::II: Interstate Highways ~ U.S. Highways IiII1IilI State Highways ~ Primary Roads l-t-I Railroads :J Parcels ,/ Map1 N ~C~\l \ " ~IM? ~ ~ - .-=1 200 0 J, 600 200 FEET 400 Thursday, July 25. 2002 2:50 PM u u Legal Description (Deed Book 264, Page 99): A parcel of land, all being in the East % of the Southwest % of Section 28, Township 18 North, Range 4 East, in Hamilton County, Indiana, more particularly described as follows: Proceeding North 0000'00" East along the East line and from the Southeast comer of said Quarter Section a distance of 700.00 feet to the point of beginning; thence North 89059'05" West along a line parallel to the South line of said Quarter Section a distance of 1,259.46 feet; thence North 00004'35" West a dIstance of 691.47 feet; thence South 89059'05" East a distance. of 1,260.38 feet to a point on the East line of said Quarter Section; thence South 0000'00" West along the East line of said Quarter Section a distance of 691.47 feet to the point of beginning; containing in all, 20.00 acres, more or less. legal Description (Deed Book 260, Page 224): A parcel of land, all being in the East % of the Southwest ~ of Section 28, Township 18 North, Range 4 East, in Hamilton County, Indiana, more particularly described as follows: Beginning at the Southeast comer of said Quarter Section and proceeding North 89059'05" West along the South line of said Quarter Section a distance of 1,258.53 feet; thence North 00004'35" West a distance of 700.00 feet; thence South 89059'05" East a distance of 1,259.46 feet to a point on the East line of said Quarter Section; thence South 0000'00" West along the East line of said Quarter Section a distance of 700.00 feet to the point of beginning; containing in all, 20.21 acres, more or less. u u DRAWINGS (Included wIth Special Use Request)