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Home My WebLink AboutPackets .1\ " SPECIAL USE APPROVAL REQUEST Carmel/Clay Board of Zoning Appeals Carmel, Indiana Project: New College Wood Elementary School Carmel Clay Schools Carmel, Indiana October 18, 2002 f ~ RECEIVED w rfj DCT 18 2002 DOCS ~('.'~~, . ,.,./U, I' I " anrll!15' .J. J.owey ~ A' 'y Associatesr Ihe. '"""Q ~,:--VArchitects Engineers Consultants PROJECT NO. 201101.02 CITY OF CARMEL. CLAY TOWNSHIP HAMILTON COUNTY. INDIANA I" APPL1CATION FOR BOARD OF ZONING APPEALS ACTION SPECIAL USE APPROVAL REQUEST Fee $630.00 .oOCKETNO. SU-171-02 DATE RECEIVED: 1) Applicant carmel Clay Schools Address: 5201 East 13lst Street. Carmel. IN 46033 2) Project Name: New College Wood Elementary School Phone: (317) 844-4948 Engineer/Architect: Fanning!H?wey Associates. Tnc. Phone: (317) 848-0966 Attomey:David Day - Church, Church, Hittle & Antrim Phone: (317) 773 -5320 3) Applicant'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 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. 960 Page: 4173 Purchase Date: 6) Common address of the property Involved: 12415 Shelborne Road, Carmel, IN 46032 Legal description: see attached TaxMap Parcel No.: 17 -09 -32 -00-00-001. 000 7) State explanation of requested Special see attached - :Carme1 Clay Schools would like to construct a full-service K-5 elementary school and associated site development (special use) on this 'property, which is zone 8-1 Residential 8) State reasons supporting the Special Use: (Additionally, complete the attached question sheet entitled "Findings af Fact-Specia! Use"). An elementary school is a desired feature in a growing residential area. and particularly .on the west side of the school corporation. The design is compatible with a residential area and available utilities and services. The new middle school will also be on the site, creating an educational campus. " " 9) Present zoning of the property (give exact classification): s -1 Res idence Di strict 10) Present use of the property: Middle School and Soccer Fields 11) Size of lot/parcet in question: 159.82 acres acres 12) , Describe the proposed use of the property: Elementary School adjacent to existing middle school and soccer fields 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 tl1is application? If yes, gfye date and docket number, dedsion rendered and pertinent explanation. MAY 2R, 200?, nn~ket ~n ~n~~R-n? ~p~~iAl n!'lP ApplirAtinn ArrrmH.,.j 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 special use is granted, when will 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 has been filed? ,Carmel Clay Schools NOTE: LEGAL NOTICE shall be published in the NoblesviHe Dailv Ledqer a MANDATORY twenty-five (25) days prior to the public hearing date.:. The certified "Proof of Publication" affidavit for the newspaper must be avallable for inspect10n the night ofthe hearing. LEGAL NOTiCE to all adjoining and abutting property owners is also MANDATORY, two methods af 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 that the notice was completed) REALIZE THE BURDEN OF PROOF FOR ALL NOTICES IS THE RESPONSIBILITY OF THE APPLICANT. AGAIN, THIS TASK MUST BE COMPLETED AT LEASTTWENT'{-rIVE (25) DAYS PRIOR TO PUBLIC HEARING DATE. My commission expires: CARMELlCLA Y BOARD OF ZONING APPEALS Carmel, Indiana Docket No. : so, - 17 I -02 Petitioner: Carmel Clay Schools FINDINGS OF FACT - SPECIAL USE (Ballot Sheet) 1. 2. 3. 4. 5. 6. t 20 02 . DATED THIS 28th DAY OF October Board Member Psg.7 or 8 - Special Use Application CARMEUCLA Y BOARD OF ZONING APPEALS CARMEL, INDIANA Docket No.: SU-171-02 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 and an prerequisites have been met by Petitioner as verified by: See Attached 2. The Special Use will be consistent with the Charactr;r 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 affect 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 2-160, Section 21.3 (1-25) as they relate to this Special Use, and does not find thai those criteria prevent the granting of the Special Use: See Attached DECISION IT IS THEREFORE the decision of the Carmel/Clay Board of Zoning Appeals that Special Use DDcket 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 'nis representative to sign). s:\forms\Special Use Application Revised 10/17/2000 Page e of 6 - Speoal Use AppllcaUon CARMEUCLAY BOARD OF ZONING APPEALS CARMEL, INDIANA FINDINGS OF FACT - SPECIAL USE 1. The Special Use in Floor Plain District, Ordinance Z-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 with a Flood Plain District per the Surveyor's notes included for reference. 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 K-5 Elementary School will serve the surrounding existing and proposed residential areas and the west side of the School Corporation. The design will complement the surrounding residential character and the Middle School. 3. The Special Use is physically suitable for the land in question because: The property is of satisfactory size and the topography is appropriate for the building and outdoor amenities of an Elementary School. 4. The Special Use will not injuriously or adversely affect the adjacent land or property values because: Adjacent schools are generally seen as a desirable feature in residential areas. Landscaping, along with activity areas, 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 of water, sewage, or storm drainage facilities, or police or fire protection because: The petitioner has coordinated access to these. services with local agencies, and 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. II f------i II J-J ~ If I II ~ I ~ ----r--c)~ (@~ - G2t;;, 'hl ------- ---------- < I; _ . <!> <!l ,. ~" I ~@ ('" @ .~, i'---7' ' ~ / \\ : o : I _n '~ ; ~ inl ~ I : - CA1U !y ~ : N ! I CV I ( Ql ) ~:~~) ~ -----1 <;) l~\\~ CJ JZ ~' \' . l'J . .. .....;,,' ..,... 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(: .' x I ~~ N I ~! ! . t; 1 (l 111 ~ I i':d"1 New College Wood Elementary School Legal Description: The Northwest Quarter of Section 32, also the West Half of the West Half of the Northeast Quarter of Section. 32, aU in Township 18 North, Range 3 East, Hamilton County, Indiana, except 40 acres off the entire South end of said Northwest Quarter Section, and being more particularly described as follows: Beginning at the Northwest corner of said Northwest Quarier Section; thence South 89020'13" East (assumed bearing) along the North line of said Norihwest Quarter Section 2648.07 feet to the Noriheast corner thereof, also being the Northwest corner of said Northeast Quarter Section; thence South 89055'43" East along the North line of said Northeast Quarter Section 663.44 feet to the Northeast corner of said Half-Haif Quarter Section; thence South 00046'04" West along the East line of said Half-Half Quarter Section 2621.74 feet to the Southeast corner thereof; thence North 89046'22" West along the South line of said Northeast Quarter Section 663.78 feet to the Southwest comer thereof, also being the Southeast comer of said Northwest Quarter Section; thence North 00046'33" East along the East line of said Northwest Quarter Section 656.81 feet to the Northeast corner of 40 acres off the entire South end of said Northwest Quarter Section; thence North 89040'06" West along the North line of said 40 acres, being parallel with the South line of said Northwest Quarter Section, 2652.21 feet to the West line of said Northwest Quarter Section; thence North 00053'37" East along said West line 1978.48 feet to the Point of Beginning and containing 119.898 acres, more or less, in said Northwest Quarier Section and 39.925 acres, more or less, in said Northeast Quarter Section, for a total of 159.823 acres, more or less. DRAWINGS ~"~ ~f" /\ \ l\..'!:LL ~ ;.~. /K" -'~~ I C;.:V '.... / ......../ ~ d "\ ,">f \ __ V~ fJ RECEIVED \~\ \<:0 OCT 18 20[2 Ej DDCS /i;J) ~~y sy 9rY ~ ~ NEW COLLEGE WOOD ELEMENTARY SCHOOL CARMEL CLAY SCHOOLS CARMEL, INDIANA T .A.C. SUBMITT AL SEPTEMBER 3, 2002 (REVISED SEPTEMBER 16, 2002) SITE LOCATION MAP MICHIGAN ~~- ~ ST ATE tv1 :'1, p INDIANA "'" ILLINOIS OHIO F nning/Howey Associates, Inc. A.rchitects Engineers Consultants - . l..lliJr,N~5 it.. TILr- ~ CONSUL TlNG ENGINEERS ~ LOCATION MAP Tor Horst, lorna.n II Fisk, Inc. 262'9 Walarfroni Ptlrk'll'ay East o.ri't''ll SUite 3IJ-O l"cfi<Jne;poli'!i. IN ..6214 Ph(]I'18: .317-32a-IS-OO F.., j17-32B-93.3 ~~ CARMEL, INDIANA CELINA, OHIO MICHIGAN CllY, INDIANA INDIANAPOLIS, INDIANA DUBLIN, OHIO WEST PALM BEACH, FLORIDA WILLlAMSTON, MICHIGAN MCLEAN, VIRGINIA ORLANDO, FLORIDA NOVI, MICHIGAN THE SKILLMAN CORPORA nON PROJECT ADMI!'QSTRA nON COHST'RUCnON MAHAGEIIIENT D B ~ D: is ~ g '" ~ ARCHITECTURAL AND STRUCTURAL ABBREVIATIONS "'SBREV'I,Ii,T1ONS USW Ct.I CR"'WI~CS ~I\! C[N~L "~E l,ISlUJ BELOW_ REITR TO (;SI []OOJlillun TIJ ;;>-+ OATED N(l'..UI8ER Ig8fj FGR AN"!" ABElRE'I\AnON USl:D ONfH( OAA.W\NCS SLiT ,Io.F1( Nor l.JSTCD 6ELD.... o Ae ACT All ADJ Arc AfP AGG ., AIR CONOI nONINe ...CwSTlC....1. CfJUNC nI..E ME" DR~~ ADJlIS1.ll.EU: AEli:J'IIE: f'lNlSHrD fLOOR ....C(:[HlJla.I rml)IN~ Po\R,ITlON AGGR[Gllo 1E .Iol TfRNAlI'JE jl,L'-!Ml~t.j ....t;C[ss PM-iEL AP;:>RlJ):dl;lA.T'E ,f,GI[) RESI!:lT.-.Nl .r.RI:I-lITEcTCURAl.i ASPHAL r jl.IJDIO-...,S:LJ"'L AUEfllICAM 111111:[ G....uCE: ....COuSl1CAL .,-~. TRE.. 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B:FtI!:K f"lFtE BRICl< Q..AlUI PRICK COI'lCRETE Iol0\S0NR'r' uNIT CPL,Ir.N) G[)FtRUc,.,rm ~[T"LF"OR"'IS:G RD~F'ORC::Hi~ EI;,i,RS I.IE1.I1. (IN SE.Cl1{);'i' WE1"I,L SHN'ES ~II>lC[N(:RnE~ L.}jJ:I!II~TED waoo eEAoI,j (St.IlAu.. sDLE. SECT1~) 9""TT 1t.'SUL..l.T1-ON RlQ!) I"NSUU. nON ROOC:rl iNCIJO nNlS'-! WOOD M)OO (ll'nER THAN NOI.I:I."lM. PL'f'Wll[]) ~R(TE "'....SONFi) I.INlr CSCl.J.O, ,IN SECTlOO) r-_',;-'_-:":,-I ~'fPSU~ W,I,.L.l80.l.RO CLl,Rm: 5CoI\.Lf) STUD WAU.. (;.ONCR[TE lio\SOMiY UNIT (COREe, IN SE~TlOOl 1Jrtl\'- ~.ll'-ON WSUlATlON OR riFlE f:lRDo'recnQN r---- UGi'iT'nOCHT 1~5iJLAT~NC CONc:RE:TE """""""'"' w...",m; "L.(, QU,Ir,RRY TILE 00 SlRUCruFl"'-- ~HO TH..E Cv..RCE SC,4U) SCUD p/lJIlEL FQt.OtNG PAI<TInON 01< OPEJ;IASLf WAll. rASR1C ACC()RD1ON FOCDINC 1'AATlTlON ....COUSTIC TILE CEJUIII(; CARPET ARCHITEC TURAl ORA WING SYMBOLS lEGEND -$ LE'o€L UN( .m. TEST BORlIII(; .It NO. E.Xl 5 nNG CON TOO.. N(W CON looR ~~ EXlSnNG PONT ElH,I,1ION N('II' POlNl OEV~TlOO @ @ C.-.sr~lo;.l1iJMea;; EOU~PIoIU'lT H'J'-lSU: lQo;rn "N'P[ DE I...IL REfERDIa: IMNDOW 1"'rP-: ~ w...u.. OR DETAIL SEC"O~ A15 ROOM NO. sa SCHEDULE, FOR ROOU AREA .Ie CEJtJlIIG HElGHl STRVCJ1JR.l.L GRID REFER'b...r;:[ ~ 8UIl..Dl~G: SECtJON 0000' l1uuIl(~ I DE= O[T~L OR S'ECnON mli I/'l-TERIOO WV,I,.Tl.oN (J) ----u- ST(JAl.j SEWER INLETS "iE:T'NCl'tf: :,'.:1, .:1, 10:1 SLOPE or GR...oE SITE tOCA nON MAP ~ ST ATE MAP INDIANA '"'" ILLINOIS OHIO . 1~.!\Hl\S'OUS LOCATION MAP ~\ CARMEL. INDIANA MICHIGAN ....- ~ NEW COLLEGE ELEMENT ARY WOOD SCHOOL CARMEL CLAY SCHOOLS CARMEL, INDIANA T.A.C. SUBMITTAL SEPTEMBER 3, 2002 (REVISED SEPTEMBER 16, 2002) INDEX ('O"'E~ 5loIEE' IIIOD€_ illl ~I.' !lIT[ LnQUT f'IJ,M l<~,U E~5'l)Ol O:QN'l'III~ Pi..... r.~_1 SitE CiRIDINIi P'U\1'; PERIM[TEll ORa'N ItI.A" !'l.. 1 S.lT~ O!:T~ILS G-... S1H OETAILS ..".~ ,>IIE Dn~ILS G.... SIH DETA~LS LI.I SITE ~"'ND1C;'P~ "UI.N LI_" I..,l,N05C.,UIElI'El,I,ILS S IT[ U ~ ILl"" 1'1-'" 5\12, j UNITARY ~E'ffl:Fl f>\.A" AIlP "'FI(lr~L~5 5U.I.l OEr"ll5 .lU.1'l SC.f-lEOI,JU:!< SUJ.:!' 'lQtw $E'lII!:iR Q(UILS !HJ~.:J SA"IITN1"1' 5~" ll'~'''I\,S SIH." ~lElI_l~ I1ETAIL5 ARCH1'teCTURAl "'1.' AOA!l.n:~ rLOGFl .pLAN .t.Z.1 1l00000F'LIlN .It~.1 EllIT~FllOO [LEV.lHIUNS ..,,~ EXlt:~nC4<l ELE"'UIOIIIS .....,,:lo f)lT(Fl~M U..EV'UICNS ELECTRICAL [L~o.':'I'Rj~ '5IT( ,"LAN BOARD MEMBERS ANGELA CORLEY TOM WILLIAMS MARK HARTMAN BRUCE BREEDEN CAPI SCHEIDLER PRESIDENT I/ICE PRESIDENT SECRETARY MEMBER MEMBER ADMINISTRA TION o 05 O~ 3:g ~UJ;;: zC!J< w~ -IW ...J~ Oul (.) U) -l o 0<( IZ 0<( cnQ >-~ <( . -l...J OW ~ ...Ja: Wc:c: ~u a: <( o U ~~.'1 Cl)~a ~ (j') ""'3 O C,) rFJ ~;:::1 ~ ro 0 ~........u bbu Vl ,......0... +-4 (j') ~ .~ (j') c:1 a<C 'gp ofu ~ - ~2 V"," ~ I I ~ o ; Q l< w o ~ ~ ,.; c; " ~ .. ~ " :2 .~ ~q '; ~ o ~ z DR. BARBARA UNDERWOOD ROGER MCMICHAEL L1BBIE CONNER STEVE STEPHANOFF ROLUN FARRAND SUPERINTENDENT ASST. SUPERINTENDENT FOR BUSINESS AFFAIRS ASST, SUPERINTENDENT FOR CURRICULUM AND INSTRUCTION ASST. SUPERINTENDENT FOR HUMAN RESOURCES DIRECTOR OF FACILITIES AND TRANSPORTATION . ~ ~ -;. ~ .. . ~ ~ . . " r c " )( W C Z - COl,l!:CE WDOD ElDIIENTARr 201101.02 .. \' ;': ..~ )-' ~. '" ~ . \ o ~ ~ , =:l '" ~ if .. :3 ] lIIl E ~ N , ..... lIIl ~ L .. ~~ ~~ ..1 .l',j; ~~ 10: CAUTION !! fH( ~w.1))tf5 ~ m EmTllG t.H)[Rt.RWNO uw\!CS g.QilII'DNMI"'\>>I.,lIf~lW'C'WA.BIM.:OlaNl NDOIl::l.laQ.l.ltllllC. i1UT OIIlT I)IIIIT!:~ TO.IWI-D..I:5., 1N..1B.Io'.l.L'VB.oW}lIMIl:SlVoOElJPOOIfHE~h OTi-lE;s:) J.ItlI'1 Mf 5I'EC.UrM "' 1UlVtt. ~ ru.1' N..5O IE OM. EX/S1IIOC l.NlUlOmMC lHJl.Jll(S F(lIl: M<<:.tlTl-tJ!t'l$l/Q.I.fJC:M:~nu:rta:OIlF(lR ~ 'WO Jo8I:Ni. Gltl)JNO nv:~ t.!IS oestIMO, frIE E>>.CT"0CJr,~5DFEm'lJW(;~DUIl1fJ[S SHl\LLB['l'EIl:IJ1(OBYlnI'T1U.CTOIIP'Rl(St"TtlQl'lN.'DAl =- 1 ~BOO- 3B2- 554< lIIll-D1t.1tl.U11l o 1-800-42B-5LOO F1)llUil:5WlSlDECW"1'f\lWU. "",lH @ PARKING SPACES PROVIDED P LAN LAY 0 U T SIT E '7 SVs, SPM;(S 149 MY PAAlClNC SP,I"CES ( 148 ,t 6 rtMlDICAP SFACES~ ..5 AODf110N,I,l MlIIlNC PARKING Sflo\CES 194 mTAl AJj11JM08H SPACI:S SCAlf:. 1" - .0(.0' 40 0 F\m~'--- 40 sa ~~'_.M,~ 'If':ID1''OIW- 120 l GENERAL NOTES ~ml~O~ ~~p~~~ORCl~T~~~,OR}Jo;~~~;~(; A~~b~p~~ITh ~~~-;rcR~sSm~cElJON IT IS THE CONlRACTOA'S R:ESPONSI~L11Y TO "OOJAINT HI~SEIF WIn-! SUBSOil. l;OtolOWIJNS PRIOR TO BID-DINe. J. TH( PLANS SHOW lH[ LOCATION OF unutEs LOCATED- WITHIN THE UlriITS OF fH( CQN1RACT ,l,CCCRCtNG 10 INrORMAT1ON PROVIDED EN THE V,IJllous:-unuTY COMPAliI~ PR!:.."CUS CO'Ns-mUClIOO PI.."NS MO AS EVlI}(Na:O ey OOSER'YAllON Of A.OOVE. GR(lJND c.O/tiDl1l0H'SB'" THE SURVEYOR Tt-E .t.CQJRJr,C't' Of '!HIS "FO'lll.lmlN '5'01 GUARI.NTEED, 4. IT IS 1\i'(COfr,lfR,I,CTQR'S A[SPONSlBIUTY TO NOllFY AND ~tljN"'TE CClNSTRUCOON WITH /tU. I":ESP:EClM: u-llu'l'l(s.. 5. AU OOAM'llTIES OVEN eN THESE: P-R1~TS. VERBALl'1' oq IN 1HE SCOPE OF WORIC SEClIDN "'~E ESTI~"'IES ANI.) SHAI.1 BE CCiNFIRltED Q't THE 6JDOI/ilC. CONTRACfORS. CONTRACTCRS SI-VIu. CONSULT AROli itCTUAAL PlUMS1NC '-NO EL[CTFrlCAL PlANS fOR: I~RT EL~"T1(mS. AI'I[)'EAACT LCC.UION'Of o()'W'NSPI).JiS" WATER U:-IES. (j~ !.mES, mAl'tStoRwEFt MC OR POlL ETC.. ' ALL PAV8dE}l'" CUT DuE TO UllllTY INSTAl..LJlr.TIOO. CONSl1iUCnON ~ CURBS, ETC., OR: o.Ml~GC TO EXlS;'1J,10 P",\lfUDH' DURING CONS.ffiUC~ON SH"'U BE P,UCHED Willi A PAVEIdENl sECTION ~1Qi ~EE1S OR E>::i:EEOS Ttlt [](lsRNG SECTION. . U. ~F'~~~ ~VAR~~~~~~8~~rrt~1R~~~~^UT~~~i,~C: ~1~b~~~CWS: n"fIE (5) FlIT IN C(P'fH. 9. r~;t:~O:~ ~;(~~=D~cJh~~E:N~~g,1l1 ~[OUIRt: lHE: OCSl~' ~). 1RrN~ s.t.ftTY 10. SltB~t:~ ~~~H[)SCAPING [XSTlJRBEc. 9'" N[W CONSlRUClICfoj ~ALl OC R~Stml"D TO OFUGlHAl 11. M.L (X1SllNC 'I.IANHOLE ,6.NO tAtOl eMlN CASTINGS. WA.TER -on G.,\S vALl;[ 00);[5 SHALL BE ACJJSTW TQI Io/;EW FINISH ~"O€ ELi'Y"llON 11. CONstJIucncw OF i1LL ~R LINES A.ND STRtJC1URES SHAll- !;IE IN .lCCMQ;.Ncr 'MiH LOCAL AIwlD STAll; OODES. RuLES. ANOo RECUlAllONS, n \/MER"E W....TER ~ MID SEv.{R!;, CROSS ilN'O ~E Wi\TER LINE CANNOT BE PLACED "s,OVE: OR ~El0W TH-E SEVIER 'M~ A \iliNIl.!t1JU 01' 1~" \l[RTlCAl CLEARANCE. TH( 'SfWER l.iUST BE COHST'RUCTUJ Vf WAfER 'fIORK5' GRADE CUCTn.E ~ROllI PIPE WITH \lECHANlCAl .lOIN15 W1THfi'rl 10' or TI-lE WillER LINE. 1HE WATrR UlrltS SHA.lL BE JliiSTI\U.fJ) ABOv[ THE SEWER 'M-IERE E:Ir'E.R P'OSSlfJL[. ~4. VI1'IERE WAlrR LINES AND SEWERS 'filU,", P'WLllL AND-" lollNnlUW SEP.....q,.,:nOli IlIS1A.N(;( Cf 10' CANNOT BE hVU",-,INEO, THE SE~R 'MUST BE CONSTRUCTEO or WATER WOR:I(5 ~A.DE oocnu lOON Pl?E WITH W[QiANICAI. ..o~l'S. 15. TUWORAAT TRA.mc (1)t.i1R0l ~tNC CONStRUCTION- TQ c.QN:FMW TO APPUC\BL! LOCAL ST~1+~,\RtlS. 1:5. eE;.RiNGS. GfWENSiOOS, ~o 'EASBoIt:NTS ARE SH~ fOR ~[F'[R(I'M';E ONLY. S;E[ Fi:E:CCRD SUR'4:YS AN!) PLAT$ fOR'EXACT 'INF~\lATl-OH. 1] AN'" F'l[l[) l1LE.S'ENc:oUNTIRED- DVIlI~G EXCAYATION 9.....u. BE REPAHi(D AND POSIll\IE OR,fJNAcE: PREs.ERIJ'ED" 'a. -00 NIlT S.TAAt. BU'i.DL~S) -'FROW: THEsE PLJ.NS, Sft' AAo-Il1[CTUIMl 19. REF';;;R TO -,,- oUItl -s.- SE!!IE'S DRA'MloJGS FOR S100P SiltS. AND DET,lJlS., XI. R,f,Q11 'NOT O1MEN-SlON'EO AA:. -5". PLAN NOTES W1QNl)lJ''I''HIC CURfl.{WAJJl: ~D P"vE}'![NT~ REFER TO CETAIL 1-(;.1,.1. 2 CONCREiE WALl(, REITH TD DE:TAlL 2-G4, 1, J, 50" o;t.lC:flET[ CURB, RU'E.R TO 'DEt....IL 16-(;.4.1 "I- I-1ANOIC.IJ'- "CCt$13I1: R.....P REfER TO OETAIL "-[#4,1. S STo\NOARO outt ASPt-I..,U P'A'f1i'IG, REITfI' TO OElAJL &-C-u. 6 HE"'JY DUN' o\SPHALT PA.\IlNC. RUER' J[I OEI..I.JL 5-C4.t 1 P"-llr.IT[{) HANUlCAP' S:t\lBCl. {B1.JJ(). RUEFl' TO Dt:T"ll ]-C--4.t 8 "' ~ PAINTED S:m:IF'E ("MtiTE~, 9 ~.. P.I,lNTED siR1PE (YELLOW). 10 ACCESSIBLE IS,..I.NCJ: 4- WIDE ewE PAIHl[O DUoGON-A.L UN[S. T'l'PICAL REF"E:R TO QET"IL ~7-~.1. ~' 2. 'IiIIoE PAiNTED STOP BAR (~ITE). 12 4,- '1110'[ P^,NJ[[) BUS PARJ:JNG STRIP( ('t(llO;~. 1.3 rl}..G. POlE Rm:R TO OE1;..D.. 8.-134.1, ~ 6" P'IPE -BOLLARO REF'ER 10 DETAIL 9-;Q-U. till ~~~~C:l"i~~:~TD~~~~ ~~.:oo~7~~ 1~t;~:S. 16. SCREEN WALl. REfER TO "',." AN~ os. Slf:!!ES I:iRAWfoIGS FClR l,.A.'I'OUT .."'0 DETAIL$. 17 m:X:x "RlA REFE'R: IO -h" II; "'5' SE:RICS OOJlWlNCS FOR LA'I'OOT A'IroI!) DH"'n..s. 18 ~CtCAP' PARWJNC SIGN, RErtR: TO DETAIL 5-(04.4. 19 STOP' 'SIGN, RUUI T(1 [lU"-IL 4-~.o\. 20 YAN AccrssEl-E HA.N:DIC~ SIGN. REFER TO OCT;..1l 1-&4.1. 21 JlSPt-IALl W),I)QNC pJ,;m, REFER TO- DEIA1L 10---G4.1. ~ :~~S~LEDE~~1~~\ -4" WIDE ffiww ?"INTEn D~)'OOH1d. LINES.. TYPlc;.a.L ~ 18" CONCRm.~~\I'I""c., 'R::::rrA TO tl(T~L l1-C4.1. ~ ~~~~~F~H~;Zl.~A~~rl"LT P"'o'lNG TO STANOAAO DUlY "'SPf{~l1 ~ TI<!lCI(tN CONCRETE P),'flIllG AT ,l,SPH-ALT PflVlNC, REFER TO OE1,IJl 12-lj4.1, ~ 1m ~ ~ [&I IliI 1m 1H1C/(EN ro~CR[TE PAViNC A T ~ET}JJ.ll},lC WMl/pE,l, CRo\\lE.L. RUffi TO D(TA.IL 1~-G04.1: R[F''E'R l() [l(T,tlJL 1-4-C.u FIJR wwF'STER 'SlAB DETAIL SlCHACE. REfER TO [;.1,.... B,I,R'f(I[R G'-T(, R:r:FE'~ IO [lETAll11!-Golo,1, TAPER tlIR'B Hf.ICtli TO 1'" IN- FIN"L 5', ,,' OJ'R9 SOJ~ER ~CJ-M.NlCi.l VAAl] ~RfAa:, SEE 3/&-1.1. LEGEND . @ l1li "" (-Ill ... "'vnho~e . 00sM Ctlslinl] - -4 or 10 SUl.:Z Manhole ok. OQ-sn Co$.ting - .. tJr 11) Sl..I3.~ "f(!C Inlet - 7-SlJ3,2 Concndo Bo. Inlet - -6-SUJ,2 IJlmtV Pole Fh H,.Mn~ ~ fOP OF CtJR'il [LEv. FlrII5h Spgot ElellOUon ~ CUntR illl', Wcliierl/Ill'o"ll .-lEJ-- flnLsl1 Cwlour Loe -0--- ---E- - --G-- -CttJ.- --5T- - --UI)-- --55-- --I!I'-- """ Inl~t - E:lriSlinq Elm:lric LIr1~ tUfldcrqrQlJnd) .., i:Mf1'\.ead UllUty $iorm St:wt!' UI\def [)rnin SuoilQry ~ Wo'o< reo" EYI!tkn.g CcnICllOf Line E.blillg $t)ct E+eYQtioon 10p 01 Cas-ting/109 01 Curn Aler Hem, Lemol'l .. ns~, lrlc. 8675 ~ntu. bed l!'JdIa.rI'CIPDIa, 1'll046258 T LF ~:nr. !g=;t::: _ _ nr _!tl NO. 2OO1-.l7'l.... CCMoISlJLlIN(; I:"'QINtE;~~ P'i~.e [1'10.:1 Sedioo __ - __nn... @ Slfu~jure Numoel" -/l8O- X BBIlOO TC .; a; ::l ~ ~ "' i i li' z ~ t; ~ !r !2 ~ 8 o o o s: 3=W ~C!' W ---l --l o o --Il I I I I I ! -1<( Oz ~< Va (/)z >- a: <.-I t-w z::! LUr:r: ~<( Ldo Q ~~~ Q) p.......( ro ~ U')~ O Q,) 00 ..j.-}~ ~ ro 0 ~.~U 'bn Q rri ,...-t 0 ~ i>-l en ~ -,...-4 en ~ ~<.5h fa ~ I ~ I ~ [7"'- 1 z < ....J D.. t- ::I o >- < ....J W t- iI.i 00 -l-' U 11) ........ .'-; -E I~ ~~ 5ffi ~g: .. ~ i ~ w .. '" " ci z .. z o ii ~~ I~ o .. I> " c ~ Si .; - .. .;;'CO- " ., Ii ~ !~ ....... ....- <!' I CIlurcE 0000 ElEIII:>"""" soreL J 201'1O-L02 I~ 1;;2 · 7 Ii. ; ~ i :ll ~ s ~ " ~ ~ i 'S U .; Ii ;~ ..i ~:i ~v U 1\ jj . . I ~ WI ~I 1'" ~, x -~ "h-r ... ,IK '\ \:; {, '- -- '- ~ GENERAL NOTES I. sn: SHEET 04.3 FOR SE..,SmW.. SOil PROTECilC~ C:J.AAT. :1. SITE SHAlL 13[ SiM1UUD PROllP'TLY mER CRAOIHC; W1TH lEWPOIWN 'SE[oIP<<;.. SEE s~ SOIL PRlJ1f:CtION t;.......rrr (';1....1 PLAN NOTES <9 o <9 o o SILT r~[. f1'E.F'EG: To OEUIL 1-~.J. CONSTliUCOON ENTAANtE., ~(fER TO OCt'....L 2-(,..U., INLET Sill P~T[CTlO"', REFER 10 OCINl.. ),-0-4.3. GRAVEL ELIG CURB INLD PRQTECT1Q7II, ItEFER TO O[1.,I,Jl 4-C4.S, SEDluENT Bo\S.I:N ,... CONSTROCTE[) Ur.lOfR I.ltOOlE SCHOOL COI'1mJC. SEDlIlEWT o..sl~ I" TO BE I.WN1....NEu 1S LONG ,is POSSIBLE OIJRI"IC [L,WOOI\R'1' 'SCHOOl. COWSlRUCT1CN, -r t';~;t Et:>~~;'~~ ~.\~ .~~ I!: ~ I o J~ .---. ", -~ &. eA"~ "'-....",(1 Sf EROSION CONTROL SCALE.; ," :;;: )0' P LAN 'I.IOQTH @ 50 0 fIi'iIl!!IIIlIWl .. _ A: 50 100 1Il""",,~~,...,..._ 150 J CONSTRUCTION SEQUENCE PUl'I"'ETER SU (:ONTFlDL5 Wltl ElE INSTALLED lINe THE COi-lSTRUCiQN EI{IRANC(S WIU 8E ES-TABUSri(~. ENl'11-lWOR.!C: C:IJT MD nLL wiLL CCV~[NC-E FOU.OWrD 8'f Cl'l~TiOH or THE 8UIlDIlrrIC PAD. UTlI.JTIE'S Will. fiE I"/IIS-TALLED. MUCH ruv.D(S WIlL BE 'SET FOR TH~~..s, PAAKINC; ;.NO PLAYCROUNOS, P"'V1NG~[ ANO flW.L SURt"AtES WILL BE INST.IilED. WITH PAVEIJ ARE#! INLCI P'ROTECTlO* RE~MIJ LFP'ON IWST,'Ll,Jr,Tl)N or F"[~ PAvEr. SURFACES, fiNISH GFWior"fG !\NO SEEOING WiLL BE DONE WI. CfUSsm AREA WlET AAOTECiO~ ~ PER!~['U: SILT rEl'<<:[ WU BE R[I.I(MD uPON ESTABlJS.HU[WT or PEfW,ANM VECE1A.l1Q~. , v " .... '\ / r? / IJ II 1--1\ V /.--ch [ 1\ }/ IJ / / Y'-C:-' - // 1/ .~ // 1\ '\0" " - - , / o -- ---;:. \, -----.~ :.c. --~- ,/ /~ ~ ." '" 1~ 1'( } ""I'J;P< / ~ ---- \ ''D \ 1 ? ? \'f\ ~ ~ ~~~ ._~~ ~--I ~,~ ~===~~;~ ~ ~ -- ~- " --~ \ G k .n:-- ---- P:\200 1\.300\2001 -379\CAD\ CML \~\QuodmlJp.jpg P-:.....2001\~1 :zJ."M CML\O~\e~m;;,j~ / "-...1 .It it"'r LOCA TION MAP SOILS MAP ..J ~ 2Lil ~B o u :z 'i/ o '5~ en :~ ..... Tor Herst, Lamso. . F1s~, I" ~ ~ iii ~ :=~4U68 UJ I hi TLF ~~ ig:~i: - g ~ _ _ 1\F PROJECf NO. 2OO,-;m~ '-- _ I COllH;E WOOD: E.LII;[NTA.R'f SCJ-D}l I CON5ULT1"~ EJo.iOl"'HRS 20-"01.02 ProJect Information: ,..... SM- tilll Erosicm Cur4fol Pidn st\tel. G2.0 fllor IhI=: ~ljg" ~~, 18. lh! E~imy Sc:hlXll is; P\lr1 of thA IQB-oe.re Widdle Schwl prg.~ro;::l that i$ eutt-!I'!lr, IJIndef' eoNilruclian. U<Jss. gruOirt9 fM Itle Oemenlary Sc:.flwl ws i""luded Ir. IhI: Middle Sctluol IWntracl 1t lempohDy seaimenttlUonElasin .o.!i aJns.troi:ted in the So~tl'lW~ l:IIf1'lCf 01 lr.e sile tiS pori 01 tM Lt~le Scr.oul oonlro.:l lhis basin Is ttl be ~il'ltQined durinq tl\.: Il;lrcding process For In.. E\(:mento~ School. n is tOo be supplc-i"OCl'1ted with !il~ l.e:nce!l:S indicated on ltJIl tr01ion ~tf<l1 PIOn. Upon. r:.o~lelian.Df IMe 5t(ltm :te1iilt1" tadiily il'ldMdool hh!lbi sI1aD- be pfc-lc:cteo'J (t3 $hQwn. ~ site sil'llll be f~alcd I)S :lOOn os rmsib1e oftef ~rWing gnQ ;.Itilil~ ~ beeI'! imtClU.ed. The- m~ IflO"IIn ~pl'6ent tlu: minlmum fl9:omm~. II is t~ ~lraetDl'" responsibility 10 illlt.oU Yl~Mr rhC(I:3ures ,DI't: ne.=ezcf)' lo. i'l1nibit and cQ1'lto.,'Il el'Q'Ikln on, tne slil,. The wntlllC~~ sf"Klll pehodictllly'lmpe.c:l tna ,erosion cootrol- mem.~~ I!IM Ii r.ec1tS3llf1 moint~in and Cl'i' s.uppJetr'I("l'Il lhem. 'c. ~ p.lons lar ~tiDn of nxxb.. ;.Itimies., strur:tures ond oir.er lecb.lfllS. -..., I Hlo. St;t pions for ~uildi!'og .1ccaIicms. 'L The Ia~ tD tM MM, .~t andI SOl.Ilh is agJicL1II;.ln;ll OM r~iderllial. Ic:I Ii'le Iml .IS g Soo;cef" comp.lb:. . v.. TJ-Ie sRe is (;Uf'"el'1t~ \U1C!.tr l:orrs'truclion. Prior to thai 1\ 'Ile!l I)~ ond cultiwh:d rllllds. 28. ~e ~iC n.o ...etloNis Gl' bk~ on l'ne prlljed site, Lor.r;J Bronch Creek run! lJlor19 lhe wsi .. (JI 111.e I;l~d~ Sc~1 sitr:. Dnd ClJU ';:I;I~ the lOulheOst ~. ie. Thll ,lIll m: ~tod in (J FEW. 16M C, Se-Il thll Drvi:1lO9~ ~QOrI loi U'le e.Llrrent fEWt m:lpp-il'1'\l. 2{). 'SeE I~ (ros.lol'1 C-Ql'1trCtr P-lell shtet. GZO leI" rl\e So'18 Me!). 2E See Itle: 9rllcf""~ Pion for lh. aSling and poroposed (:(Jo1"I~aul'! and elMJtions, 2r StGnn'llolef will cflSC~fge IIJ r'l(r* slerm setrenJ. SWfm S:eWenl ..ill OI~tlgr'9C to l.h~ retent~l'l bc::sin ond the 'fIl'l~l~ bg:tir"l ll<i.11 ,:f$CMi"ge to La"9 Bro""h ~rn-il.. 2C. The ~e.>>winq ,*~Io'!r ~ LDl".g Brunch Cra~ ";0 thlio td;ention M'sin.. 21.t gOfl'l""N'lll-ef I:o.uld ~r lr.t ~r~ndwalet Lhruugh normal pen:(llo.tlol'l. 21. SeCltr.e ptc..,s IOf the I<<:aii()l"o or tl1t: slorm.sewer systems. 3A. SW the GrClding PIon fo.- IlIe areas Dr diilturtloi"lClf. ''"'~ Ei"Mm Control Plan clso siIow!. thll "C<l"s;fLldioq limil-a" , JoB. No I"<< :mb sioeJrpiles arc lJnlicipole<l <oV~(ItIo/\. Nt wm ~j(lbbhed tOf I.h~ \IiO(I1.e: Se,",OOICtlMlhuct}afl. o4A. ~fimeter' ,ill Q)l\lrob 'IIill o.e ifl9talled cfld lile con,~rt,lCt~ o'!lllici'ltt!..lil be' =slIC~rlS~ed. (Ortl'lW:..1't: ell! c.rId nll ...iII ca-ml'T'en<:e lol\o1rJe(l b)I er~~ of the building pod, tJtilit\e "m be inst:alled. Ro~ qrcdes "ill b'Il sd 'or tl'l\! drm, por~i1'\q and pIoyljroonds. Pcwin9 base c-rId riMl sur11l~ .ill be-it'l:SlIClil~d, with ~ vrw inlet po"Dtf1:t~1'1 ref'I"IOYed l.Ipon ifl'!lQDgtj,gn o;ll fl!101 ~'SP'foces. r,,,ish 9fV11'fl9 om~ :!ii:t"dir.q .ill be Mne \cst. . Cr~ oreo ,nld ptl1tec:ticon. ar'!d pl':'rtmlltef slit rllnclll wiD ~ t't:mowed upon ~'tobl1shmlll1t 01 P1lmlQ~nt .eg~t~1nn. .a See 1\Oo~ Cl'l lhi3 !Sheet Il:I nil os ~IOLIs iat mor'1ilarinq and l'lliIint~nce ~ide~1'It:S.. 4C, See Erosiorl c:o.ntrd P'Ion end ~1t:i1s rc.>r perimeter :sedirr"ioCtlt cMtrol mlltrS-lJres. _0. ~ detail rQf ,1~poro,., see<il...... ~IUf'T'I"oOt:on and sp.ecirlCa.tIons. 4E. Sft Ero!IIioro Contai f'ton orld ~lt:Ull for t'llm~"" erm:iM -l:CIlUO~ melBUrn. "f. Se-e p1c1't$ o~ (l;ttoi~ fCar .pmT'I01'lenl erosion control ~~. Alsa reler tc projel;t ~ilicgtlor11 ~. See trm- Eros:iol'1 t:OfItrol p'~n o"d dt:ta~! fOf' stDrm dro;n inlet P'"Q\.Iltticn. ~H., See ~0T1!li I;Ind details lCrl' Siorm..etef" c-U.Ullt porOtec:~I'\, "I. See &=ion Conlr1.Jl ~r"I OM d.!lIClits. ED!' IDccI:tiGn cnd delGil1: for ~QMl!uct~1'l .en1!'"cl'lCt:.. ~. T~~ Qr~r'ItI lnd'rwidum '"'1ols" (~b<f,mio"} 'Cf"eo:Jt.e<l ell!; I!I pori al th'iS prnjec:.t l"C'l:Iu.lr.l~ seporolt: ,"~ifIttlMn!. ,,!C. See .deleils. lJnd !)::Ie(:ificoti,,~ tor permononl :see:di~ spei:ltcoliDrt1 LEGEND HOTE: SEE SKETI GI.1 FOR EHTlRE LEGEND. --@- SilT rENtE .. ACORECl,I"f[ CVN'SIAl)CTION f:NTRA!\C[ CAUTION II TH( Ltc\1'IOW'S OF m OSTH. IADEIGtOU)ljC IJIIU11E.S ~Oh'TH(Pl..MlME:B.IISEC~~GR'Dl.IOO twIDICE rtlCWOfN:l:, W 1<<)1 LMIT.[) l1.l, ~E5. INlD5. WAlYES. -.wOWJlKS ~ >iPQ1I THE ~ 'tl'!' 'OTHE~) NolO ARE ~PW.Il.lM IIol IOAlUtE. THERE ......, JI.LS[] BE CT'l'l0l: 5XlST1WG W"ODCROUNO 1ftilJ1i[s f"Oi!\; lIfHICH fH[R[ IS NO NDlf.. caou"D ~E Cil ftQ IMl:H rt:J N!DIt CItOUN[) to'1r.E:!roIC! "AS 0l3SE!MG. fHE E",<<Cf !.tICI.mNS IY E,t1STM; UNDEFtG~ UTIUTI(s s.>wJ.. Bt: ~ED Eh' COiolTftlClOR f>Ii'Ol TOo Am" AN[) Al.1.. COIISTo.<:l"ON. 1-800-352-5544 WlTHiNlN~ 1-800-428-5200 roIlCf.USl)lJTSmor~ -,- u ;0; l:i ~ ~ .. ~ .. ~ i!i ~ i:;. 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I CAUTION !1 \ !'IE LOCAJ\Ot.I:S OF AlL lml1lo1G U1jb[.RCRO.JijQ uruta 9IDWN 00 TH~ P\.AN ,IJI.[ BAS[() llP(IO IoOOIol: IJfW'II -EVd:l0lC( (Ilolr;wmoo, &.II ~1 LM1m 1'0; tliINioIcu.s.. NlElS, 'o'Al'oG. Nf.1- IlARKS MAl)[ tpOt.I WE GI<<1M) 1fl' OTkERS] .IJID M[ sP(Cl.JLAIM: p,j ",,I,ruRL TIiERE M...,. o\L5O EE O~[R D1ST1llG VIoltlE!;JCRC.1lJI.lO l.I11UTIES f(R lHOI lHEH[ :is NO -'EIQ'1t ~\jC E'.'1OEIOCl OR feR: IIftCH \jO fI3OVf. ~o E'WlDE'lilCE 'W,.\S OOSfIh(O, ;HE EDCT LOCA1IDNS U' [JJ$not," ~N!)ERCROUWO 1,l'l'1..H1:ES 9-iALl.. BE ~lflEtl BY ~nu..cD1 mlOll .0 AN' AND- AU. _""-<lDl 1-8{]0-382-5544 '1111-1N101J,,IJrV, 1-SDO-42S-5200 F~ C..I.lLS 1).JfSlO( (;I' IN[lI.,I,}I,I. r-:" U i!: iii ~ li! ., .. r;; ~ j;J i ~ l;; ! .0 '" !2 '" t c.! o o -1<( O Oz ~< ::> 0- :> Cl)O Z 3=W >-- ~<!J ~...J W l- W Z~ ...J ~ a: ...J UJ <( o irlo () . U ~~~ Q)~~ ~ oo~ O Q.) 00 ~!:i ~ ~O ~.'P""'4U bbU rn ,-l 0 .... ~ 00 ~ ......-l rJJ. !:i E<'~ ro ~ \ ~ I 00 ...... ~J B [7~ :E I \ ~ ...... C\J <!:J. & ii , N Q ~ ] :li ! ! ";;- ~ ~ ,. ~~ 'j ~... li f~ .!to: PERIMETER SCA1.~ ,. .. 'iff D R A IN P LAN 20 0 20 ~ut!I.!II~!I.\H- m:'~ 40 eo "'" GENERAL NOTES 1, !;[E SH~E:TS SUI,' AND SU.3.' FOR LA1IRAl CONNECT1ONS OF D~5POOiS. rooTlI'.lCi DRAINS, INTERIOR' GRAINS ANn :DOOR ...N-D BtRU ()RAI~ PLAN NOTES o S'EenCH Of GR~V',;L oU/[) ClRD 'THllt SlDP'E.S, REfER TO GR/lIClNlJ PLAN, st-t(rT C21. FOR CONTOU~ .AND ~OT EL[VA lIONS G) "".n:. mER 10 cmR. 7-~.l. o GRATE. REFER 10 CHAll B-C'.~ o ~ATE. RE.FtR TO 'DETAIL g-G~.2. 06'-' 12- CQlir;:RETt ClflB PERP[NOlOJlAA TO BUIWlNG WALL @"""'soP'4IRT WALl REftR TO -A. AIIID .5. SERlE.S; OR....W1~GS tori Oi.~[NSIONS AND [}ETAILS. o CRATE, RErm: TO DET.6JL ie-(;4,2. AT'rH.Or'$t.L.n.mSOn~rrsk.'I\t. 6615 PlJi'tiW ioGd 1M'awl~1s. ./H 462. T LF ~ i~~:~::: _ _ Tlf '""EClIIO. lOO1-m-t>< C~SULnN" OwlQINEDIS d a: <tl I!' ,;; u Ii! ., ... ~ .. ~ a I LL 1;; i !< l:! a: ,.. 8 o o o 3: 3:W ~C!' W ...J ...J o o ...J<( Oz ~<( 0- Cl)O Z >-' a:: c:C...J I-W :z~ ~a: w< U:O u :>a~2 C1)~ ~ ~ C'-l ~ O Q.) r.fl ~o ~ cd 0 t-l-I. .-I U --U bJ.}O~ ~ U') as ..,....q U') l=l S~.~ ~ ~ I ~ I U~ [7"'- I r.fl ;..> (.) (\) ;..> ..... ..0 u l~ "' N ~ ~ 0 ;;~ .; z ~~ z <C ~ ..J a D.. - ~ " ~ ~. z '" <<<'] ;( ::iUl a: ~!;( 0 u .. cc W l- i w ~ ~ ..- :::;: .. ('f') ~ .;:.D W "iii CJ c... '" .. U COUf~E WOOD E.Lfu~T,IJN SCHOOL 201101.1)2 ~..~"y"'II&'O~ JIll. II r~o.c. -. & EXP. JTS. III <1)'-0' o.c. IIIlIl. SEE OE'T.... ~ "9j I CL~ .. ..~. 11". ~ r;:- :-;'-.'.' :.t.,. '.,"7'. " ~: .':"t~:'. ' L...l-. - .... ., - -'"." ",. ", '" ;'..' 4" CllllPACml' /' '." " :' ", SUB-SIOSE '----./ ., . , ..~ - ~ . .', "'SP'<I'U .......~G ...0 COllI'. IICC. B<\SE AS SHOlOOI 011' P\.Al'IS IUlI.icn ~I'~ o:~ w" ~ 14 eARS COfiT. 1 j_Ji.1 MONOLITHIC CURB/WAlK AND PAVEMENT ~IS alUP. ACe. B<\SE ~ CONTROl JTS. 4" CONI;, SL<8.1lJ8J<5 'Dl' D , WIDE WIN. ," ' ~ W....F. IYI1lFlllOM "'HIS H. CQ/ITJlOI. . JTS. III IO'-g' O.c. IIIlIl. ~ EXP. J1S. .. 4O'-g' O.c. IIAll APPUEO RIll SPALLJ.O SrE DEr....@ @ COllPOUNO ' , 5 '5 1'J4.1 O....i ~S~~~~~~~ .;..;~ ~ . -=-\. ~orr: CQNlllQL JIS. .. EllPN&~ JTS. sPOCJ~C WAY VIRt. it1E: DU.ENSIONS __ ARE _lIlJM. SEE .lANS fOR .... VNllATIO~S [fT1iE)l INOlCJI'lID o. "PuEO. 2 4" CONCRETE SLAB DETAIL N15 INSTALL s" IIIN. LAYER Of '.01.... "_EO RIVER CIl...va AOOlEGA IE oOj(~ flL IE.FASRlC MECHANICAL PAll7 .., ~ fSEE PWll , _.~~ ~;-- .". Or . . . . . rn.TER F_C _i '---- 4" 0 FlLTER 'lIRAI' PERFOR"'''W Df<AI~ 1U~~a. NO. 4n Il'I' l\OS (2'7)76~-_ U....NTAlN 1~ WIN. UOPE: IN PlFlE ANC CONNECT TO ~EAREST DRAJNACE S.lR\JCTIIIlE 011 AS NOTEO ......0 CROUT AROUND PIPE SIlUO ... T STOUClU.E. SEE CIlAOlNC PlA.N 1:2.4 FOR FOR OIlAlN UNE LOCA liON. AO.JljSf AS 'IE~Ell TO ...VllIO UlIU IV PAllS. 3 MECHANICAL YARD UNDERDRAIN N1S 4 ACCESSIBLE RAMP A ,~TS 5 ~~~- ~;. SURFACE p",~~/ / ' @5./ ",~,., "'@) L1S" lRUNt:AlEO DCtlIE:. DETAIL .......,.. ,,/''' ........, I//~ l I "\ t @1", /~ s } '~. DETECTABLE WARNING SURFACE N1S TIIOC COAT PIllIIE co.l j' 'IT SUIlF'AC< CllURSE 3 1/7' BINDER CllU!lSE 1:t' COUPACTED ~E BASE TllCIC COAl PIlINE COAT SU~F'/lCE COURSE 1 liT B1NOEIl COURSE ~ 'It' COIlPACTEO STONE IlASE If 6 ASPHALT PAVING N1S CONe:. WAlJ( "/1/2' PREFOIlIIED EXP. JT. AN~. SE......,T IN foP 'n: COIlPACTEO SUSClWIE fl"lS>< CIlAllE STANDARD (24"'Jr CIA. SlIOClrH eAR@5 llllre.C. CREASE AND SEE OETAlL 1/1' PIlUDRIIEll ElCPAIISlO~ DllWW. CAP w/ElAllSTllP &4.1 JO'~T Wf5ELF-LEllEUNO Z II IIOTH ~OS SEAlANT IN Tal' 'It: UCHl BIiOOloI I1I<ISH 1TPI. GAL ~="~f ~- f....T_:-~__]:. m.! I ~~-', 'IT--'- . =~J:-=.A >>.. l;rr DE IN. TOOLED CC>IT. JOIN AND 1/4 or Sl.A8 OEPTH EXPANSION JOINT CONTROL JOINT EIlG( CONDITION PA_' TO IoIl:ET FlUSHl i!~,", ~. J ~~ I COlII'. . ACcR;:~J:E BASE , lRONSllION 'ARE'" TlXIUlI.cON'lROL JIS. I/B" .00[; U'N. '-l/B"'OEP'Ili APPUED ANlI SPAlUNG COIoIPOUNC 6" CllNe:. SI.A!I -/:2 LA'WmS OF PlI tift "'-..F. w/(lRCDlol flNISH. c:QNlRc:;..J1S. '. '2'-0' o.e:. IIAlL It EXP."JIS. 0 40'-0" O;C- MAX. SEE DErAIL @.~ ~~ NOTE: CONTRDL JIS. I< EJCPONSlON JTs. SP"'C~G II...Y VARY. THE DlUl'NSlCNS ABOVE IJIE IIAXlllUII. SEE PlANS flM ANY VAlli... liONS El11lER INOICA fEll 011 IIIF'LlED. SA PAVEMENT TRANSITION OIlS ,'-Il" X ;'-0" LAlllUf CllO 11 6" CONCRETE SLAB DET All NIS PAl~T ON 1'........0 BINDER COURSE -t!l ...~~ l;I~~ --!.li I:l BAIl CONlI.UOU5 7 ACCESSIBLE PARKING LOGO ~ 0 5CAI..E 12 CONCRETE SLAB @ PAVING N'11; I\LUlIl~U" F'lAt;PIlU: IN COlOR fANO flN'S>< TO ""TCH BUIUlING TRill 3'-9" I ~ClIC1JljO ~TECTllR . , ,,~II. FU.Sll CllI..U\R ..... TEIlPfWCF CIlIENT RE T.-:IJlitI~O WAU. RE;e:R TO 5'IRUCTIIRAL PLANS I'DR DErNLS ~. COYI'. SAND FlLl. S" i 1"-0- WIN, I 13 6" CONCRETE @ PEA GRAVEL OIlS 8 FLAG POLE DETAIL N'11; 5" . STL. PIPE CONe. AULD ~~~ J4~~O" l"C:@O"'o.e. SEE DETNl.. ,~ 1B GO. I Gd.l W~o?~DL,.;,~\ '/4 Of SLAII DEPTH APPUED ANlI SPALL'Ne CllllPOUNO, j NOTE: COOI1lOl. JIS. I< ....~~~~~~-:~~~"..:..::~ ~"ty"':~ J~E~I~:;ONS . .. ~ _...-....- - U ~I ABOVE: ARE: ..AXl..U.... 'SEE: ~~.....'-"'"--,."--<'-,.-,."--<'-,.---,; I'LANS FOR AN. VARIAn,ONS ~..;....._._ '.' E'rHEO'OIDIC-"rEO OIlIIlPUEO. 5" SlABS "TH'~ DUMPSTER ME" . AS NOTEO SIi"'LL ALSO BE IlE'NflMc:EO "''Ili '3 BAR . '2- EACH WAY. ," SNlO LEVEUNC COU~SE 1:> I '" PAINT EXPOSED SURFACE or PIPE '11/2 CQ,l'11; OF' YELLOW PAINT. 1:> I ... r SI. OPE c:oHC- ....A. FROU PIPE Fll" C.AlNAG(. . -, 01- , ,"i/:.<;z~ E:~:r,S~; :0'0. CCHCIlETE. I'AlNl IMBEDOEll SURFACE W/2 COATS OF ~UST INHlIl1l1NC PAINT, 14 6" DUMPSTER SLAB DETAIL N15 '", , ., 9 6" PIPE BOLLARD N'11; TllCIC co.T 1 '/7' SUllFl'a ~ _, BASE PIilIlE COAT alUPACTEO It WELL D!lAINtO SUElSOlL ~ 10 ASPHAL T WALKING PATH PAVING N1'5 15 TYPICAL CONCRETE JOINT DETAILS ~TS t'lYPlF TOOL JOINT ~" W/ill JOINT HIGHT BROOY NISH 1'fP. UNLESS NOTEO OTHERWiSE I ,~ 16 CONCRETE SURFACE DETAIL N15 4- 'IIIIDE. 'fELLOW OR 1'.....rED UNE5, SEE I'LAN 17 PAINTED CROSSWALK /PARKING ISLANDS N'IS TOP or P"'\IEIlENT !!2!!:. aJRlI SHALL H"YE '/7" ExPANSION JDN1S .. BO-Il" IIAX. II: 0 E~DS OF RADII. CONTOc:;.. JDNTS gu,u. BE !'I..ACEO 0 10'-0 MAX. UNlESS OrHlJIWlSE ~OTED. 18 STRAIGHT CONCRETE CURB Nrs ATIf IIInl. IJmlSlIII 1111sk.1IIc. &m__ ~1Il_ ._ J17-Dl"'illIO T LF r"", 3l7-Dt-'W _ -.lI.Fp;QGfIllL_-_ ICI:IN&A._U<<IlI~ u i I .. .. .. I I o o o ~ 3=W ~G w -' --I o o -Ie( Oz ~< ~a >Z a: - <~ ....W z~ ~o: L1J< u10 Q ~dE (])1-=-4~ ~ OO~ OCl)~ cq"d8 ---"'1"'""'1 bOOm ~. 0 ~ ~ 00 B .~ 00 s::: @~.~ ro ~ I ~ I ~ [7"- 1 en ~ t) QJ ~ .- ,.Q I~ CD ....I <. I- w C W l- ii Ell! ~ 2 ~ t :! I~ Ii Ii! ,;:'" il II I aII.l!CE lIICQ aBlEIIWlI stHOOL I 2011D'.D2 I .,... . ... ~ SIGN A 2 ~Q ~qj 0" ~ ~" to Q 1 SIGN - ACCESSIBLE PKG. NTS tJ ~Gj OAr.. ~ ~" to Q STOP SIGN NO SCAlE SECTION "A-A" t> ~()j 0" ~ ~" t- Q SIGN! B Sl.oPE: m BE ':1 UNLESS SIT[ OONOIN)NS .._T OlHERWlSE . ......... .'. ".' - - -. - - - - - - - - - -, '. I I HT!lAA"". :lOll SJB-SJ~FACE IlRAlNAcE SY!iT[U a. llONSANTO l-(IIOlI~"O~JO OR APPIlOYED EQUAL lNSTAU. ~ llAN1,JF. SPEcs. 5 TVPICAL BERM SECTION Ill".' ~D' .ra......."'""'-E. _CHOR TO CONIC. CUAB DR EI.DG 'DAI..L .111 EXP.9CJ..rs"1' o.c. PEA CJlA'i'tL -NPAR;! J40' rASIl1C !:XCAVA TE A.5 Ift:~ to ~ n-E II[D SI.S CRAtE 6,EVAl1DN ulClOl IHE fI[lII COlA-' CRATE TO BE AUt11lJ TYPE , .-sa-.. BAa glE TO BE ,ft........ CRATE TQ HAW HCIt 5LP 9JRFAa: ~N[JIt. 0IUJ1'E _ II( R.US-I aTH tcfI OF COlIC. rBifl aTTACH 10 MClES lIITH SADDLE. CUP 'FASTENERS- r o.c. CIlOIC. CUFIII. GRAVEL 5naP .ra....... "'""'-E. AMCHCJIlI TO CONe- CURB .... CR - COIC. go( IU.UC _1M DIP. 9CLT!. .0 c.c. N(W llILUt ~ IS to SL.DPt "T A -c::I:JNSTMl CflADE BEIWLEN n-as.,D..BOa' ANtUTS QJ1'Fl.DW uJa:R M DCISTWD em... 6 GRATE SECTION NO SCALE ',,- "l"IPAIl" JoD1 F ASRIC 4 PERIMETER DRAIN & CURB SECTION III .I"-D 7 GRA TE LOCATION PLAN N.T,S. B GRA TE LOCATION PLAN N,r.s. 3 U CHANNEL STEEL POST SPLICE NO SCAlE 9 GRA TE LOCATION PLAN OIlS , , , , , ~/ ........ : [ ';....!...... 10 GRATE LOCATION PLAN OIlS u I I .. l:i I I Q o o 3= 3:W ~~ W ...J ...J o o .....Ie( Oz ~e( 0- (/)0 Z >- c: . <-.J t-W :z::e Wa: (5< ulo u ~~~ (l)~ a > ~ ;;;> r..f.) :::l O Cl.) rn ~~ ~ cO 0 ~.~u ---- bJ)Urn "...-10;.... ~ r:n ~ .,-4 U':I ;::: E<.~ cd u.:l I ~ I ~ [7"'- I rn ....., o Cl) ....., ...... ,.!::l o l-; < $ I'liil a c; ~ g :H<i I~ fI) -' :c ~ LII Q W ~ in d .... Tilt ilrIIII, \mIIIal l F1st, Ino. ~ ; ... ===~_ 15 TLF - 11l-SM-llOII i I fa: 1IJ->>4-lm -- - 111 FIIUlI:I .. lIIOl-_ II:I1Wil IlODII D.EIIlJl1Nl'f SCHOCA. ~-..a ~ 2DIIQlm C\.I o:ri- ~ ~;~- CQt,IPOCTtD $l6CIUllE Gtll1lltTlI' CONSTRUCTION ENTRANCE DETAIL 110 SCN..t G) INSTIoU. 8 Ill. _-'IIlMf; GEIlIEll1ll UNDER CASIIHG. UNIDWICE:: 1. INSPl:tT 'lIWa. T IN) IIf1{R EJCH S\1IRII MIll. 2. IF ,1iIRIC IS JQlII 011 ll(1tllII)AI.mJ, RE!'lJoC[ IllIlBllolTU'. J. Il(U(lW( 5(1t11Dir" lIHEN SEDIlII:HT IS CAl/5lIIll ,.oaau: 10 SAG. '4. N1Ell IlRIIIO'UE NIEA IS ST.uulEO. ~ FMIlIC IIIID SlIllYOO. INLET SILT PROTECTION DETAil N1S G) ~~ ~ 7-- ;~-\~ ~ IIIIm. CIIAlID. IlH:S ME HAll' F1JU 'IIITH IllXX lARGER fIWj THE IlUI llRATE AItll PAQC[I) CI.ll!iE TIlCEI1U 10 WUJlAI( CAPS. " !lOG 0CIl'1lIOIlATES 011 IS D/W4Il, REIWO tIl.D ElIG 0II1H CllIIT!:N1S INTO ~ OIE\II IlOC. GRAVEL BAG CURB INLET PROTECTION · SCIol.E: t/1S (rCR NI.E1SIHAT ME II UllI FOlII1>I C4.3 SEASONAL SOil PROTECTION CHART F!8. IiM. IlPR. .... .JlRIE ........ AU(:. SEPT. 0tT. 1lOi'. IlEC. 'fl/l U/IIl WI ~ . . II[N1I.OOI 1lWECHAS:i 'lIU ~ACRE: ,CRE[PIIiC RED F!:SCiJ;: .lIU LIIS/~ ~~=~~~~~F~~~~~~ WHillll LBS./1lCIlE or 12-12-12 iNoIl'lSl5, CIR EGlJM'WiI. FERIIIJZEIl 8 . KE/tT1lCI(T IIl.lJ(GWiS 120 L8S/.alE: CREEPDIG '1lOJ FESCUE 1:lD L85/1lCIlE; l~liJ/.;r~~~ 0Jb.r~1F~~'~~'r%~ 41111-1illO LBS./0I:JIf. OF 1l-12"12 1WL'ISI5, 111 EWMll.EN'; FEIII1U2Dl C . ~1lI\~~~ SIllI. ItST. F IESTHG 15 NCIT IIDIIE._' 4lIU-BOO L!lS./OI:JIf. OF 12-12-12 NW.'ISI5, OR OOU-olT. mmtJlER. 1I.=zrll5~~~_1EST, II" TE5f>jC IS NIIT!lIIH[,_' 4OO-EOO LBS./ACRE Ell" 12-12-12 iNoIl'l1ilS. IlR EQII1YOLEIIT, FE1llllElEll. E .. ~~ =:&lW~wtl~.''''r~iln I<<lIIlDllE. AI'!'l' @-l5llCI UlS./Il:IIE or 12-12-12 __'ISIS. IlR [gUMIl(NT. I'EJlIIUZ[Jl. f . SOIl G . 5TIWf IILlCH 2 TONS/1OlE . N . .......TIlIt NEEDE1J DUIllNG ~ .illY. NJQJS1 -/fM sa>n:-'I .. _1\OIl NIl'IIEll IlJR 2 IIEEICS IiflER suPf't'tIIIC 500 rrr_IlRJ ,.3J L8/FT 51EEL F'lIS1 IlI.TER ,AIlRlC SEalRl! ra P05T5 MAX. _ IIfT1IEEH 81H l' lAIH IN SUI.E$ OR ~ ~ r I'IlS1S IS ~'-ll" :n.~~o~~ " . 1 tJ- ~ t. IIS'[CT.meLT _ IiflER E1O< S\1IRII EWl:HT. 2. II F1iIRIC IS TlJRII DR lJ[l!IIIllRMtII RmXE S[t1IlIj IIIIEOIATEl'. J. REllCM. SEDIll1(I 'lIMEN -" Il[OCI<(S i/J OF or TIE H[JGI(1 OF !HE FElICE OR 15 CAI.SNC ,AIIIIC 10 IM.GE. 4. TME ClORl: NIl' 10 _1IiIE Ill[ EN1'REIiCHED IIlIIllIC. 5. ,,"U_AREAIS~,- Faa.umSll:lllEllT. _ I)IS1UIII!ED /lIIfA 10 CRiDE NO STl8UZE n, SIL T FENCE DETAil 5CIU: "TS Q A tll HorIt, I.aman I: FiR. lilt. --- ........... III _ TLF -, SIl-:lS4-IKIII . Fa::: 51J-W-1W _ '<B. nr I'lDm 1Il.1IIIl-m-M -.... .-.- u i I ... ,.. '" I I c o o 3: ~w zeD w ...J -B o o ....1< Oz ~< 0- mO Z >- a: . <-I I-W z:=: We::: ~< rrlo u ~~~ t1)~(Ij ~ rn~ O CI.) r/J ~~ I-r-4 c:Ij 0 ~.~u -- bI)Uoo ~ 0 ~ -" ' rn. a) .....-. rn. ~ @<.~ ro J:.LI I ~ I 00 +-' ~E V"" :E I I ~ m -I < I- W C w !:: m l!! l;li ~ ;; ~ i :iI.ij I~ ~ 2 ;: r:;'" II ('I) ... ~ I :m;ooa ELPENIMT ~ I 3'-1" I J" L .. I- )." '15"7' I ....( r. . ... ... ... ... 1'-3. .. L: 1- I e'-3" 1 PAINTED ARROW DETAIL ~o SCALE =EI: >_'-0" ""-0" "=, - , ~~ I CillO - I ~~- ~PAI~T ON rI PA\o1NO I I I 2 ACCESSIBLE PARKING LOGO NO SCAlE w - <S. -? '0. .5'~ ....... 4," WIDE. '- 'lE11.0W OR SLUE: PAINlto UNES, SEE PLAN f1 3 PAINTED CROSSWALK /PARKING ISLANDS NTS Ri STO' I (-'2' U Cf-tANHEL POSTl 1 EDGE CF TRA\o1:L LANE """\ 6'~ 2 LA~E: OR SAC!( CF \ ' CURB '\ -- r'"'- 7~ ( LA~E: VARIES ~-SEE U-CHANNEl SITEl POST to SPUCE OET,a.,IL ~ (;.4.4 , -., -~I:~=T "3'ikW=1j .~~ ~= ~, ~. II U "ST~' SiGN ASSEUa.y SHAlL BE TYPE NO. .,1-' AS SHO'ft'N IN lHE CURRENT DOT UANUAl. Tl<IS SIGN SHAll BE PlACED AND SHAll BE IN ACCORDANCE WI'" ALL CURRENT DOT AND FHWA GUIOElINES AND SPEClnCA nONS. 4 STOP SIGN NO SCALE ,it f~ + ~ ~ ,;, HANDI:C~PPED ~~ PA~K:ING w O~~y " , - ~.. TlJBULAR POST TO MATCH POST !< PA~E:L SI<;NA{;;E SlOP[ TlY AWAY m~ POST ,. CHMi FER ~ I . . ,-.... ORADE ~.\ / f" ~'lE 1,'.-:'..':~1II11 <> I ,., T- '~'- ~ . To _ . .' - . '. -. "rr:' .. I. ^ 1'-0. OIA SIGN A r.nJi='RAI NOTFS SEE U-CHANNEl STEEL POST SPLICE DETA'L REfER To DETAil "2 04.2 CONe FlUED POST HOLE: 5 SIGN - ACCESSIBLE PKG, NTS CD ~~Tr~t, ~cii~~:o ~A\c:it~H~~Lii~sc~~u~;T1g~P BEMEI' THE @ lHE BOLT, SPACER, WASHER AND NUT SHALL SE INSTALLED IN A PREPUN~EO HOLE \'I1Tl<lN Tl<E FlRST 2" OF THE E:NO OF mE LAPPED POST SECTION, THE "'AXI"'U~ SPAONG BET/IEEN THE SDlTS SHALL BE ." o :~ D:~~c~o~6 ~~~~~W~~O~~N~O~NAr:~C~H R~~~b~~$ ~~ ~~E~'I~~~rON THE S'G" IS FACING. G:l THE BOLTS SHOwN SHAll BE h" BY 2" GAlVANlzm SOlTS IN ACCORDANCE \'11TH ASTM A 449, OR SAE J429, GT.9; OR GAL VAN'ZEO SOL TS IN ACCORDANCE Wl:1H AS1~ A 325. 6 PRO~DE 5' HIGH CAST AlUMINU~ NUMBERS "10721" ON WEST SIDE OF SIGN. 1'-.-- 8f11CK VENEER TYPE 2 8'-0' I FOUR LINES OF 4" TEXT ~ QiRECnON IOF "ffiAfflC r"! H1GMTlXI r 12- C It- -'..]L ~ ~~~~:< ~ YI-&~ ~~?-. ~,\,~^~~ ~ II o ~ * II II DOllIUE SDI1l-:-n AlULlIIollW SIGH j \ 7\ / c;OLLEGE/ WOOD EL~ENTARY SCHOOL s. 1~ i A.WAY FRO,", POST 1- CHAMFER ( . r FIN ""ADE 1'/1. 0;' .~ V.\ /::E1I111 ~" " , w I On .~ .~ HANDI:C~PPED PAWf<\ING VAN A~C~SSIBLE '- ~'-""I- ". ". ._ ........." CctliC F'IU.EC _1 -." - .. . -POST HOL.E "'J ~ ' :_. _ _::..-..~.__ ::~. ,_... -" l - "-~' . ~ ~ 01... SIGN B ~ .... OIl 2 2 '~l ~ .... "- => /'y/.k"..-'~ (3) 1:PEO POST O~'VEN POST PACER REQUIOED F"OR ALL 80L TS m~EcnON Of TRAfFlC 0) SPAcE~ Tl<1C!(NESS SECTION "A-A" STOPSIGN POST SPLICE NTS 1'-". > (<;rONE rJP rF-f1 1 / ..,1 ,::;r ..... , I .. 'r -.. BRICK VENEEI< T"IPE 2 -----'CROllT / ~LOCj( flJLL /' \ ~B~C~ VEl<EER 10 ...Te" BUlltlNC B~CK \'OUR I'M , "'-~2-1' REIWlS,............... 2' DC. 1'ERm'J. ............... I I 7 SCHOOL IDENTIFICATION SIGN ELEVATION '(j,,'( COM: ~~ t~ SlGI'I TO ,[E -4')(8' 00I.I8t.E FACED, N()N-ILlU~INATID "AC'o'ERTlSER" SERIES SIGH 11'1' SIGNS PlUS PII(lNE (I-BOO-IWlI-.262l SECTION ~..-I'-O. 7'-S" 2>7-" 5" S" 5" 6" I I 1 ... ~ ~ARENT DROP-OFF --"i I- - L PiCK-UP "cr ......:- J' VISITOR PARKING N'tn f - EVENT PARKING r-7 r.> ;;; .s; I!! ~ <> l:l -< >- w .. ~ ~ ",\\,\~IIII~I'JJ'I.t; ~~~~f.... ' (.,.......... f~V'l.. $. J>. ~~...~ ~ wj If :::t ~ ~ ~\~ . S &:l. %~~.." ~ 1$ ~.), "'-/ ," ""..,;'.f.l_ {I ,...-........~ ,; Ii 1'111 \~, ~~ rL "~21O" ~~JI/2' J" " ~" 2' J" 2" 3" _ 31/2" >- ... ~ ... 1'~O. TWO SI~[O SIGN I WEST FAct SHO'l.tl FlN'SH GRADE ~ A 'I[,r~ iWi~~ =J 11= IFill' 11F IfJ"Oi ~. _I~=m= IFIIFlI'ffii IEllFII ~ >- ... !i: <!I ii! >- ... Q ~ 7' '; 6" S" 5" 6" o' _2lol" 2y', [ ~ BUS r 0 ... -i'"1- PARKING J' ..-.' .- f~ HOURS 7 A,M. TO 8:30 A" ;;, 0 ,,'" AND 2 P,III.. TO 3:30 P,M. . ~; ....J<( .' - Oz N In DELIVERY ):" 0 ---- 5T AFF I EVENT PARKINI. 3" ~<( 3" ;: 00 1'-0" ThO SIDED SIGN Wz ~! SOUTH FACE SHO'MI FINjSH GRADE ~ B 3:w >- - rWl\~YTIT.LK~~mJ!ffi11Iml.ml.lffiL -~tt- ~C) c:: ~ <( ..J t- W W Z~ 7"-3' ...J ~a: 21'>" 6" S" 5' " ~2fo;" ....J We( BUS PARKING J" 0 U:;o ... L~ J" --I" f-- HOURS 7 A.III. TO 8:30 17;. 0 b'" AND. 2 P.M. TO 3:30 P.III. ~: ~I .\.-- ]" ~1n r STAFF PARKING ]" " <-- EVENT PARKING .r ]" . rr;:- " Q ~~~ d)~ ~ ::> r-.,:t:: ;;;> rn :::l o OJ ~ ~~8 __o'l"'"'4 bl)UtI.l ~ 0 l-< +...q 00 ~ .....-( .t.f.) d S<'gp ~ ~ I ~ I LN [7"'- I ,,- 6' BETWEEN SUCCESSIVE STONE LAYERS ___ s" 5' PAlM \'110m ~AlNTAIN CROSS SLOPE OF 2~- ,,~ AND S1>: MA~, lONGllUOI~AL SLOP~, ADJUST GRADES ACCOROlNGI. Y r OF CCMPACTED UMESTONE FlHE. 4' LAYER OF J/4"-'" DIA. OF COMPACTrD U~ESTONE f"1N.i~-H GRADE '-.., .. 2" ABOvE fiNISH GRADE 1\\\1 .- ' '" I I - I I I 31E3J11"~ _ _ _ tI.l ...... U (!) ...... .- ,J:::l u 1< 9 AGGREGATE PATH NO SCALE -- II) ...J oCt ~ I.LI C I.LI ~ en w Ia .... i3 8 .. Q J 8""' ;S ~ d ::: is z ~~ ,,~ '" . ~ i!i "-I 0 co :;: 0 .. S Z IIC ~ I!! 0< <JQ "1 ~ . .qo l? ~ >' .. .. :8 ~ <> :!!l! c <> '------ L- I r ro..LEG[ WOOD EUJjEl!l..... SCHOOL I 11201101.01 ~ ",", leD Bm~ JWlE PLANT SCHEDULE I c.oy~N IWIt 5l'U: Hcm:5 if3 11ID'WIl5D'1I3I,~ ;2'I'.eH. "flll.loOC.~CJJftH.lLD1I ... aJ.ltI>,IJ;n,1W"l..E 'I' ~~~1OD.9ttMJI,,:aut'S'lmII g, FMJI'1JJlOl- IV !B.~SIblWQ.rw.mliJliOtl,D = c lIIo'DI !H)1 1T ED, l11.IIP (2 !mI), ~ .sWI:tu ~~ -[~ s.F\.U~,~.tnI'~ I'I..II"I..EUN"~ 11J1.Pl'II ~~D~,~,1(JJ1~ &;r;HI'!iIJft.c.otEFtOllER I~ ;,fLI.L. ~i'm ~ I ~J l :~\ lib II ._1 \..\, " ( ~& ..- V".n OVERALL SITE LAYOUT PLAN ~~ ()) FINE GmE, SEEO.1HEN H'fI)ROLlULCH LAWN lIDS _;. I' II V I . 'v> r . <0' ~7 'MTIl SiIoNDMll LAWN MIX AS SPECIAEO, " ill ANE CR.\IlE, DR1ll5EED, TIlEN H1'DRDNULCH SHADED \ V\51 ",/: ~_ AREAS.AS ~OITD WITH UTILE BLUESTE~ PAAIIlIE MIX \ /' Ii; SPECIAEO, WHE~E SEWNG OCCURS IN U~RADED -'" ~ I.REAS ~QW AND D~IU. SEED OVER EXIS11NG l\IRf'. --= 77' ^' )','..-_ 1.1:11 ' lRIlr_ - --=- --=- _ -v '='-1'- "'" ____ . H'fI)RQUULCH Nor RE!lI1lRrn IF EXISIING 1lJRF AREAS "lI\ii ,..l (~ ./'~, ~ I 11 /) I I V I.RE ACCEPTAELE. I . I I : ,. ,: < " 'I ' . I ",", - - - . CD AN[ GlWlE ANC SOD SHADED 1.R[,1.5 AS HOlED. / 1 I: I '\t. /' " ~~ ~~LP~o/1.~ /..-"'" I ~ <3 AN[ GIOO. E. DRILlSEED, lHEN H'IIlf!OldULCH / / I j e ./ " II I ./ ,,, rlIlTCHElJ ,AND SHt.!lED AR[,1.5 JS NDTED wrrn DIG V /" /' _.Lr.... '\ f", T' . -L" 0 -=-- IlLIJESTEM I'R'JRIE MIX /oS SPECI~ED jrJ : ~uo~ JtP-!\( /Y/Y~rt- \r)'IJ~1 6j' ~~ tf:~~~, j-'~-~~ ;': :::::: I H ~~'~~~::-\9~ 1;;::: 91 ~ (' ~ Pi' II 9 ~/))~~ I '"..........-.-.-. Nf ,,"fUL_~""_ ~. ~ . 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W 0.... < (,) CI) c. z < ....I ~ ::~ ~ ~ ':<,:: .- a;;:D -I ;1 ;;! !l! " u - '--- I COOIcr w:xm ElliIDITAAY SCHOOL I .2ll1l0U'2 . I,.~_ SHREOOED EIoloRK "'1,.11.-01 AFTE:R CCLtPACnm~ UNLESS- CTt-lE:RWISE SPECIF1EIJo. "'IJI..CH ENnRE- tiEl) PLACE SOIL B.&U SUGKfLY HIGHER lHAN E)USTlNC; C;RJJ)[. MOUNO SOIL OV(R I.W..L. rtNLSH GRAOE CIlT ...IiD REMOVE E1IHOl~S ,Ill\It) BURlAP FROU STElrl4 1NSf}ti rEJi'TllJWi l~u:rs OI!_~ 5' WI~I.IUt.I BACKflU MIX. ~ SP(:ClfltD m:llREES . fOP ~ Y-o UICAl. 1'OPSOl. ~ TYPICAL SHRUB PLANTING DETAIL C~.. ABO'Il'.. 2" l.<""'.. O'.SHREDDrn . Fl N. GfI"IOE ~ GRADE H4ROWQIJD ltULCt-l ~~ '"4- . ...::../.. ,.:...."~., . ' CROUND CO\'ER. PwtI'lNC SOIL TO BE 1 :PART _ w.NlJRE: : .~~./O~ ro~..JC~~~~~~) ~~HR~~m nER'OUS _ ~1LiOSS .......,. BE: U'SEO IN uru OF PLJJolTl~G MtX,. INCL.UDE: FEHnUZER: AT APPROVED R4.TES. N1"5 2 GROUND COVER PLANTING DEl AIL N1"5 ~1" oor.m-cvrl.EADER TlP.F OR ~__AS SPECIffi) F1N""tIlIJI WI NeD RElI:OYE BUilI..AP AltO IlltID1h'GS FRO~ m 51o\i(N; t" , t" , :Jt: ...-000 ST/JIE; Cfl WC~ ANCHORS., .r SHREDDEll BJIIRK 1ItVL.[;:J-l AFTER CDUPAC1IC)N IJNl.[:SS OTHERWlSE: SPEC1F1ED. (~1JI.CH " -4' W. ROO mou!ftJ. 'IREE 'J'Rl)ItK FC+l iREB) wrntN LAWN, Ni()S) 11' l.I:lIIllALJ.l EWJ.:FU WcmJRr ;SSPECf1EllllRflSWIIl< DL -cMR ~. I1.iE 2~ BACKFU WOOURE ;S SPECFID ) WI); TO BE ClJWffilSED' cr b~ ~. T~",~D8fD(R..L SHiIU. e!: lOC)I,. TfJ>SOIl IHSTAlJ. -rnUlJZER Y.'lllfJ'S OR_" 3 TYPICAL TREE PLANTING DETAIL NTS LANDSCAPE PLANTING NOTES AU. r:-L.NfTS SHALL: MEET, OR EXCEED AMEFtI(:A,N STANOAAo$ ,.~ NURSERY STOCK. 1888 ECIT1ON. i'3 SET FORTH BV'......ERJCAN ~TlON.Of ....UR.SERYM:N. IN CASe; Of DI$~~,ANCIE9 EJETWEEN ,THE PLAN ANO THE PLANT lJST. THE :F'L.At'o.I SHALL OlcTA"TE FINAL I'IACEI.lENT OF Pl.ANT MA1B<IAlB. ETC., sHALl bE ~D!lV LANDSCAPE MC~11ECI" BEFllRE P\JlHTIHGOPEAATIOHSARE TO,~."ill mE LCCA"ONll SHAll bE MARKED V\TTH A 1'?OO0 STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUNO CQVl;~ AND P\ANllNG ~ED'qI'.lES~L BE. MARKED Wi ~~~~~=~~.~~/~~I="W:m REMOVED FOU~' PLANnN'~ OPE::RATlONs.. LAN.OSc..tJ'!; I\RCHITKT REbl!Fl'\IES THE RIGHT TO ADJUST PLANT i..OCA 1lONS OFt EEIl uNES o~ SITE NO SuBSTtTUTIONS OF PLANT MATERW.S WlU BE ALlOWED. IF F'tANT5 I'RE NOT A'II\lNJIE. OR TAANSpV,r.rr1lBlE, THE CONlRACTOR bHiILl. NOTIFY LAHDSCAPE ARCHITECT PRIOR TO BID IN WfUTlNG. ...u.. Pl.ANt8 sH.AlL BE IN'e~CTB:l AND TAGGED Wf'Ili PROJECT ID. "'T NURbORY OR COt.'TAACTORS OPERATIONS PRIOR TO t.IOVING TO JOB BrIE. F'1..ANTb MAY BE INSPECTED AND APPROVEII OR REJECTED ON TlIE JOB SITE IIY I..IINCllCAI'E AACHITECT Ila'OI<E OR I\FTE'! lNSTAl.1AllON. ALL LANDSCAPE FV.N11NGS TO BE MAlNTAlNEO IW CQHTFlACTOR fQR (i(I DAYS MIN. ~N-(l COMPlETE tlSTAUATlON AND ANAL INS~o"illY l.AN0bGId'E ARCHrrECT. All SEEDED LAWNS s....u. BE ~NTI\INED FOR ISO DAYS U1N".1'ND SODOEO LAWNS Jl) DAYS MIN, ~:HO COMPlEi"E INSTAllATION "AND FLNAL I'IbPECT1ON BY LANDSCAPE ARCHItECT IIFTOR l'IRI1"TON REQUEST FROM lANDSCAPE'CONTRACToR MAlmE/oWiCE SHAU.INCLUDE _TBlING; WESDING, ClIl TiVATI'fG. .In'''~IIiG. MOWING:, AND AU.OntER NECESSARY OPERA T10NS REQUIRED. FOR PROPER E91I.BUSH~ENT OF l}l"WNSAND PLANTlNGS. CONTRACTOR TO Sl..9Mrr UNrr PRICES ON EVERY' TYPe: OF WORKAS REQUlREO BY lANDSCAPE AfmtirTECf. o'J.l. '-"'DSCAPE PU./ffiNGS SlW..L ae QUARAHTEEIl FOR '" PEftlOO Of "ONE YEAR FOLLO"NING- FiNAL lN3PB::noN BY lANO~E. ARCHITECT. AT THE: eND OF nus PERlO!), P'UlHT MATERIAL ~o COO OR UNSATtSFACTD:RY BY LMD~e fdlCHl1E~_stW..L BE RIPl.JICa) "'T NO AOOmCIW:CHAAGE BY "!HE lNlDS<:N'E oolofTAACTOR. THE REl'l.MBlEN1S SHAl.l. AI..BO BE GIJAPJHT"EEiD FOR' YEAR. AU.TREESTOaeRE~TED ~BEDIRECT TRANSPLANTED BY /to. MECHANICAL:; TREE SPADE IN A PROPERSLZ:E:PlANTBAL.1.M OETERMINED B:VTIfE:" AMERICAN I\SSOC. OF NlJRSERY>.<EN SrANllllRbsFOll fILANT~~ . ALL lRANs_~NG ~I3EDONE DURING TIlE PROPEl'! SEASON FOR EACH SPtCII,'L. TRE~ stW.L BE REl.OCA lED DlRECTl-Y TO HEW LOCATlON$. FINAL L.OCATION"AND SIZE AR:E; NOTED ON F'lN>liI. TAANEI'lNlTCD !lATERIN.. WILL BE GlJAlWffi'ED AS NEW MAn:RIAL AND ANY- REPl...AcEMEPm'i Wll1. BE IN l"tlE Sli:f! OF THE ~GI~'MATERIAL F'U.NTS ANI) /dJ. OTHER MATERIALS TO BE STORED ON SITE Will BE PLACEP Wl-IERE TH~ W1Li.-NO-r t;ONFUCT WI OTHER OPlORA 1101'1S AND M; DIRECTED B'i LANDSCAPE ARcHmcr. 1HE \..AIr.j[)SCN'E CON1lU.c:rJ"OR SI-IAU OBTPJ_N AND PA.Y FOR AU.. PG.FlMITS ANtJ FEES THAT MAY BE REQUIRED ~ HIS pORTlON oF WOAK. BACl<FILl' FOR TREE PLANTlNG SHALt BE 16% APPROvED TOf'SOIlAND ~I\PPRO'IED Pe,t,T O/.OSS. TOP LAYER OF BACKFIU. SHAlL BE 100% OF ElLJRROUNDINQ TOPSoIL A :l-1Q-51\1lAl. ~3 SLOW REUWiE FERTIUZER 6fW.L BE INCORPORATeD L"-'TCBACKFILLAT APPRovED RATES. AU. NEW st-RUEI AND PERENN~ P'I..ANTINO AREAS ANC EXISTING llEOS!oS NOTm TO BE CO\IEREIl WIof' LAYER OF 6NREDOB> KAADWOOD BAAl( UULCll. ALl GROUND COVER aeos SHALl. BE COVERS> Wi Z' SHREDOEIl HAAOWOlJ[) BARK MULCH. MULcilsH/IU lIE ~O 'BY LAN'PSCAPE ARCHITECT AN) SHN..I. BE UNIFORM IN TEXTURE AND COL.OR.ANO SHAJ..LBEoaIAi~ED FROM SAWiIIILL OR LUMBERING- QPERA"ON. NO UTlUTV MULCH OR PROCUSCD TRl;E;; TRlMMfNOO WIll. tie Al.l.OW5D. AN APPROVEO PRE-8J;EllGENT HERBICIOE SI-lJt.L.L BE APPLIED IN l\l.J. P~G BEOS "'T A RATE SPEClFfE:O BY MANUFACnlRER FOR EACH f"LANT VARIETY. PEATMOSS TO BE Usal ON PROJECT SfW.!. BE DOMEST1C~.IMPORTED UATERJAL. CHOCOUloTE BROWN 'N coL($lANO COMPOSED OF PARTlAlLY DECOI'POSm VEGE'TI'BLE IMTERJAl. PEAT I.IOSS TO ~ MIWlY P.CIDlC IN GHARACTERAND SHALl. BE-APPROVED W'L.AtJDSCAPE ARCHITECT. LANosc:.td'E: OONmACTOR SIW.l NOT1FYlANOOCAPE ARCHlTEcIT IN WRfTlNG PRIOR TO BID 0AT1' OF >>E't PLANTS i-lElSHE FEELS MAY' NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 'OIsruRBED AREAS NOT IN Pl.ANTING 'ElEDS SI-W.l BE: SEEllEO OR SODDED FoU..OWINr. SCARIFYING. FIH.IoL GRAOtNG, FER11lIZLNG. ANO RAI':lN(J. L,.A.wN SKAlL BE FERTlUZED W/1:$-2(1-.tO AW\LYSIS FERr. A.T A.RATE Of 1Mn11000 a.'U APPLY SEED 112 ONEOl~MltJ 112 PER!'EHIlICUIARTOnleFl~ST. llGHT\.Y RAKE. ROLL WI 2OOl~aOu.ER.ANOAPPtYHYDROMUlCti (NO STRAW MUu:Hl AFTER SEEDING. ALL ,*,TUR1IEfl AREAS SHAll. BE ~ ~ SOOOED J.S HOTEl. LAwNs"SHPU. BE.SEED UIXMN'PRO'4EO BT lliE LANOSCAP2 ARCHrTECT. SEEDED LAwN AREAS SHALL c:<JNbIST OF !\MIX OF SO!l.ACCEPTABlE I(ENTUCl<'(BLUE'caRASS VARlETlES AND 5[J% PERENNIAL RYE GRASS VARIETIES AS SPECIFIED. ARY SODDED LAW!'lS SHALL CONSIST OF 70% ACCEPTAlJI-E 1<EN'I\lCKY BWEGRASb VI'RIETlE9. AU. LAWNS SHALL ElE aU~l1J H,ltvE A FUll. UNlFORMI'HO ACCEPTABlEsrllND "'TTlIEENOOFrnE ONE \'EAR GUAAANTEE PERIOD WITH NO!lAAE OI'OT"S COIdPRISINO- MOftE THAN 3% OF- >>IV AREA., " Nff AREA so NOTED WIll. BE SEEOED OR SODDED utmL m ACCEPTAlll..E STI.NO IS ES'TAlIl.ISHED. 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P'R'C'NI[)[ o\l.L rlftll\lGS NrCiSSAR'I' TO W\lP'LETr 'II-i[ C[TA,IL AS SHO'M'l OR AS REOO1RED. fERIU;:iER DRAIN P'ERIWEl[R DRAIN . PLAN VIEW DOWNSPOUT BOOT DETAIL Q 1Ir! stIJJ ~~1 ~-_..----- Q '" \ SITE UTILITY .""lll @ P LAN SCALE: 1" '" 40' 40 0 ~-Ifm~' 10 80 1;10 ~ STORM SEWER STRUCTURE SCHEDULE STR. RI" PIPE lE~GlH SlO'[ W'w{HT ELPt"TtONS DETAIL CASllNC STIl- rn'E FlEIlARKS iriUloiBrIt E1.[VU~ NJjIolB[R NU~B8l: ". ~11J)(1 - --- sw '2," ~ 9I,M;30 --- fHa1& B7C Em1. Wi l ~s. NLeT liWWi:" AIWS'F rua CAsnlol{; TO GIUOE '" 910-.OO .!IU[.....r) N(,E( lID' 905..95 --- _u [lIST. Ml[,I, INLfT AO.1.IST CAStc 1'-4-183 --" ~ 12" RCP'iXl6.31 TO CA-'OE ,~ N! ~,. RCP 900\,~ 171 om"" 111-1M o,m NW 1'B" ftOI 904.80 'OjSlll2 R-J151 5IfIO w,)j~DLE . 12~ RO' m.~ In 11' NW 18" lfD> 00-4.90 6/SU3.2 R-J28.] Sl)IO 14" I( .x;." ""'''' '12-H' M" SE 18" RCP 904,00 [:(IWCREl[ OOIIt.'LE1 50' w ,:t" Ref' g~50 3.... ~;y;" 11.l ....00 I1J~'l1 .,.,. 'iW 15" M:P 9(15.:25 S/'''l' R-3287 S8'lO CCM)l[l~ SOl MEI :sa: 16" RCP 9C5.00 '" ..' NW 12" RCP ~7~ 'GJSI.lJ.2 :R-3.187 sa10 2"" 1.38" "",,00 11>01-173 ..". SE 12" RCP 9OS.750 CQIoIC;:IinE 80:-: Pi\LT 11> ""',00 ,,' ..". :Sf 12" RCP 905.01 E/SIi.!.2 ihU!!1SS10 ~-4' I Yi," 175-'-!1i ~ ~:t" RCP '5106.001 ~[n::~I\IIL[! 111 2'2' 8/SlJJ.2 R:~J,281 5811) :2~;' ~ )60- ""',00 17!-I7S- ,0= ~ ,1"" m> B.il8 (DH:~ETE BOI N..J:":T 171 _00 I!O' O.4n:; I\l lr RCP- -;0&.00 e.~:u R-;J1B1 sam 2'" . JO" In-In ~[TE BOX INL[T 10&' N[ 15-" R'CP 905,50 '''' E1U,JD 118-HJ .2:1. n n" RCP 1105.75 'OfSl,lJ.2 R-1m \l,lJ;i"flCLE S( 12- Fie? 9Q!,.75 ". 911,00 ,~ Oo,8n: NY ,~.. RCP 9D6.Ml 'O-ISUJ.2 A-2O.I5 ""'""'" '.'18 S[ 12" flCP .906.30 100 911.00 .~ H":C 5[ 12" RCP 908.00 '/<lJJ.' A-25J> ...- x 2-t~ 1M-H'!! ARrA II.IlEr '31 9'11.00 ". .m N'W 12- RC? 100.00 m/5U3..,2 R-2ill .....1lCU '15'-11' Sf: lr RCP moo '32 9n.DO ". 1,JD: IiW .2" FtCf" '\107,1)(1 IftIJ.!.2 R-2:5~ 24~ X :;>-4' 1621f5'1 ,l.REJriW1 '" ,,",.00 "'Ioon NE 18""RCP 905..;81:: R'-J.2B1 S13m """""'" P\.}.ct SlRUCn;R[ 11L3-11~ 50w IS," RC? 9M.8-I:I: 1C!SJ3.2 DVEJO fIlST. Pl:PE '" g'UIO "" 0= Nt '2" ~CP SOUtO 1{r:;J3,"1 R~=S 2"" II: 2"- I~-m iJtE).IijL[T 110' 'N( l~" RCP 00&.&0- .." Q-U12'O !=n D-,2n . 12" ReP, 907.00 --- n_ EllSl.MftlNl.l:T 401-"'5.8 5W ,.8. fiCP ooa.BO Sf; lS" Ref" iCfi. &I "" 91tl.~ ~:21 "m w ,.' Ref' 901.25 -- ~-- ElIST. cuAB INtIT S 12" RCP90i'.2~ "'" !l1o..lO ~~ ..m , .2" ItCP 9t)7.J6 --- --- Em-1.~tI.IU:T "" 'a10..D ~, (t211. "fE 1SO-,PltP9Ol3.'95 -_.- _n EIlST. OJi8 N..EI . 18- ~ 906,;5 .... "",'" (mfT) l.c.x < ':B"RCfIBOJ,OO u_ -- 0151. I#fE), mt.rT -- .'" S'fI ;,0. RCP 8D3.OD 1,/SU.3..2 !if R,C. E)jC ~e~ :IIIP'FI~RE~ , --~ 'S[E DHM. 8/SlJ3..l .51 902.00 ,... 0,17% N( 3(l~ ReI' B9l.5O -4j!i<JJ.2 A-1m ,.,,,,,.., ..1:.1_8 . 2....RCP 89-4.00 '52 91.l10 611' 0..... < ].." RCP B97.~ 'O/Sl.l.!.2 R-Im .""001: 4~--451 W 24" RCP :e91,5.B HS' IoI'If 12'" !lQl' 'JQ3.50 .SoI "'.50 04~4~ C),5611 'S'\II 24" R'lJ' l!98.39 .ftlJJ.2 '-25J> .....Htll 'S( 2"- ~ fiB,39 3'.' , ...." ftCp ft9g,1S .,. <<)7,511 ..51--1-503 D.4:D: N'E 21- RCP 900.00 4 /SU~2 R-25.\S .M...., 1\111 Ilf RCP '900..~ "" .~,~ 1~1> O.04-~ Sf 18- Ra' 901.00 10jSlll,2 R-=S .M...., .5!:i-.04~ NW ,'If RcP 901.00 'iI)' " 'S- Ill:? 8(6,ID ." ....00 4.SG-"'SS '''''' . l~" FtC? <<15..15 10/SllJ.:l' R-2S!.I \WIH(Ill Sf lB" ItCP 9Q5"iQ .., "'.00 'JO' 0"'" JojE 'S" RCP 9C5.-~ ,o/SU.3.2 A-"'" """HOU '\51.:56 S 16'".RC"~50 .,11 ''''' lOW '5. RCP 9D6..5C A-2ill ~1S1ING OONNECi PI1>E TO 900.70 ~511,.457 ."" sw 1.e-- ~CP fOIj:.30 1D/SU3.2 ...11CJ.E: ~5TING lJt"~HG\.[ 59' tr.j( IT RCP ;oe.oo ." 911.!O 45ll-4s.I 1.66:1: 'S'ft 12- RCP 90'..48 1DfSlJJ-.? R~25J~ .....11CJ.E: 5[12" RCP9OoI,ol;! "" 'oCo4' \IfW' 1:t' Ilt? 'Il08.5O 7/9J~2 R->5.\.l 2.' J 1~" 'I'I1.~ ~o-~59 ...... sw 12- ~[Y 908.50 AREJ.wtU '51 '\1'\.00 ~' O,8Qlt St 12-- ACP 909.00 7/SUl2 R->5.\.l ::10"" J( 24" 461-'\60 ....1lEA1Hl.[T .., 111.5D '" 0.... NE 1 ~ RC? 9116.00 10j'SlJJ.2 R-= ''''H<ll 46:l'-~ , 1,2. Ref g~C(J N ;W R'CP 'lO1,9[l .... ;11,81 ,,' tlSli: HW lr ltCfI '0',50 -t/SUJ,2 R-i1n l.loUllfOl.( "5J-"54 sw ~1" RCP i1G1.90 Nt IT Ra" OOS,DD ..., 911.00 '20' O./U W'II' 717 RCf' 902,80 1O/5VJ,2 '-2ill .....H<L, +6~-46J . ~1" tlt;P !l(l1..80 .... !li1o.70 E1' D.5.2X 'NW 21- RCP 9Q.l30 IO/SU.J..2 .~-25J5 MANHOlE .oj.65-~ 5[ 21" RO" 9OJ.JCJ 51' ...'" I:/:" R'CP- 9fH..50 .... 9l\l.50 ~B-~ .."" S 1'" RCP ~7!1 1C/SUJ.2 ~_'m IIANHct.E E '8. RCP !llJ.l.OO '57 i'O.1O 17 0= NE1S.~~,4'S 'ojSl.JJ,.2' R-~5 \I......HOlE 467-0466 . IS," RCY 904.0\.5 ,,,' NW 111" RtP E1lJ.1.9Q ... :i10'50 468-467 O,J~ so lIr R:CP 004.00 10/SUJ.2 R- 2535 l,Ioo\JllHOtl , ,.. RC? 9t6.~O .... ~70 57 I.05-X . 12" RCP 006,00 12ISlJ3.2 R~''HO-DX ..~ lROlOi ORA.lN .... ... '70 gl'-OO '01' 1,004-:1:: 1/9J!:'.7 F;/-2.5J.E, 1....:12.. "10 '\6.1 sw 120- ~CP SOl.eel A.RUi INLET ,n IO&SO ". 1_~ 5[ ,2'" mY 9Cl:5.~ I,,".!.2 ~-J.t.CS 2j~ . 24" (Jl. ';,0' ry 12" PIPE 471-4E-1S 00JBl[ AR(A. INlETS BE1WEOriI iWLE IS .n ........ 111 0.<<1: 5r 1a~ RCP 91)5,40 R-J40S 2~" J( 2". EA 5'~ iT PIP! '172~~ 7/'f)J~2 iJ!IPU; ARU IHILTS fl[TWft:N I'NlETS ~T(; ~D[ nm iJlIjOCR'DliAIN, OOWNG OOlrNSPOUT COHNECnowS, roo1llrfG t)1UJ~ DOOR .. B(Rl.l AIrIID INTE!l:I~ iW,jr ~AM. A r 5.IRUC1URfs.. sa: 511[ ti1IUT't' ~ Fat lOCAOONS.. A.1l:f ~'rsl. lor1\SOn t Fl>k,I... &6J5~. bd Ind_pofl$, 11'10162.&8 T LF =-: ~~~:::~: _ _ 1lf PIIOJECT ,.,. >OO1-J1H.I ~5Ul.l1"G tNQlttEDtII d a; ~ ~ ~ < 1;; .. f/l ~ ~ .. .. i !i: !> .. 8 o o o 3: 3:W ~C!J W --I ...J o () 5< oZ :r:<( 00 Wz >- a: c(...J I-UJ 2::2: ~a: W< mO . U ~~~ Cl)~@ :s oo.-..:g O (j,) U:l ~d ~ cd 0 ~........oIU --Q bl)O~ d 00 ~ ..-q 00 d @<t: .~ ~ ~ 1 ~ 1 ~ [7~ I 00 - U ll) - :.a u 4: ~~ ~ ':! en ~5 ~ N~ ::> .. if, Q 0.... W ,z 5 i~ (1) 8<1 ..s l! < Q <i z I " ill > . ~<l (1) -' ;( t- W o o ~ ~ ~ ; ~ .. D :; ~ ~ !l! Q U ~ ro => CI) ~LllCE WOOD ELOlrnr..urr SCHOOL 21J110t01 "'~TIC \I^Si1~--..... OR8UmRlJ8:B:~....." .......... SE....l BETWEEN. J.)I~TS ~E SCtI~rolJLE: toR: r.ASTI~C rr'P[ PR'EC-'S.T CO~CRETE AD..lI$lED AlNe 2". Dl.... ~iD6fT~t ~.) ~.....-t[;C(N1l<ICCCJ<E'" .' ?" ~DUC[1'f CAP A5 ~___. ~~WJ'r SHr i F1LASTlC ENCAPSULATm STEEL WAN!-lOtE Sllfl'S !=o "S.I)IA.. 50" ..Ito. ~S:~~l1~~UII~ OR BuTYl.. RuB(!ER SEAl. ...1 ..oINl'S :]o'W ~ fRECAST (])NCRErr / SECTIONS =' IIASf.: 6" OR 7T PER SECTION---L HO~ I...,..~,.....::. :/" ~ ::V:Ep~f'~~,t~5. ~w~~ :~K ElE'NCH WALlS A T ~IN 1/2" P"ER FOOl SLOPE ~tiOlE BAS[ !i:J ON .' Of ,. OR 12 STON[ ,.. RE 8AR a 12" O.c. EACH / VI"''' ~Sn:EL '-!ESH i\RE" Iii .o.12SJJ, IN.M. n) ~ "'ANHCU: coorORt.l'S T(j ASTM e478 J:lIIIITS tONrORu: TC ASJU -e..43 STORM MANHOLE 4' fiO\ HIS (M'l SlITS u" 1I-IfW 2<\") ~ FOR' PIPE lOCATE!) IN AND ....nHI~ 50' OF P,I,'J(O AROiS I I ..I... I FOR PIPE lOCA TED JhI~A.SSEI)M[,i,S PA,\t[W[NT I SECTl()N , I IIII J.ln~, 6" TOP'SOIL IN N~-PA'd)} "RfAS 'k. ';~~~ '0 , ~;~,';gl;" .,:. eit"":' . .j' ~E:~i. I 0 IS" CRU:aliEO STONE 00 -.... . i A ~;:~. I EOlJlv,io,lDIT CJ...ASS 1 \lA.rHlAl -.......... . . 0 "ANO TA"PrD OR wAlKEO :" g,:~~~.;t.:;~ :"'=i~ -"':l INTOPLAc:E. _ . ... ...,. .. + .~,.~ "ff BORROW (Jt.lOOT 5PU:~ OR EOOIV,I,l[Nl GRJI,WULilR MAI[Rl,\L coyPACl[1,J TO 9'5011: STmn,l,RO PROCTOR DEi'ISIrt 'I NOTES: L AU BEDDIIo.1G t! 1!'lITlAl BAi:KFlll StiAl1 BE WSi,t,LLffi IN -S. TO. ,..- BlrU.NaD Um LEGEND Ilc . W'fSII'J.E'f}jAlJ.E'1'ER C .::z INSIDE DJ,I,"'ET[1i cI - IJEP"TH Of eeOOiNO '-I A TERI....L BELOW PIP( 2. A WIN" '!t CU:"'RJiNCE SHAll BE PROV'iDEC ON EACt1 SlOE. Of ~rli'lST~p.IPE. PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL ~ ,~ 0' ,,' o. ~ ~ IlJP or PA~"'t'Nl- N[[NAH C,&,STllrrlC" R-~99D-DX T1'PE .,.,~ CRATE: OR ...P-~A:ovrn mJAL TRENW FRAl.IE I: ~A TE ] 01 I I ,w~~-I.'~n'\ '~lr h~ '" fLu"' fl:C ~IPE 2- Ct. (TW.) ~ A ~:.:J ,.' !Ol ~ I .. .3 E i .. , ~ ~ NOlL SlCfl[ BOTTOM or TRE"NCH AT 11; wPi TO DIl.'JI'CS \t.,.. 0 1" WA:<. ~ it "3 ~ ~ 3~ ~:3 i! !"1l h ~EN,~H DRAIN ~ 00000 00000 00000 00000 00000 . 5[[ S:~UC:lU~E. SCHC:WLE fOR: ()IIlEN-Sfc.l lC. 'EL[y.~ /~E'SrRUClUR[ T~LE "-:. /" FtftC;;.STl1JG T'rP[ '" '" .~ V~R(C:"'ST R1;:IN~,,\, . CONe, T'l'PE A. .. . INliT . ~;t:,.,...--1' STONE 'F.7~ ElACKrll..l VAI1:. P-IPE SIZE Ie- l.IAX. '.S.S.D.~ d ....4 ." AREA INLET ." c , 0- VAR. P:",E ~" IS. ldAX .... ~ ~ rEi'lDoSECTU::G '\ 1~;_~-:D_lJoJD )\ ~I W ~~ .~ ~ CO\.lPM;1E[) s.uEJClUOEJ GEOlOcnLE 8 OL/S"tD. MI"l, tl!l.!E:. ~PR^P SHALL D:TEN'D 5'-0" ClJ1 ~ END srCTlON. RIPRAP AT END SECTION "" fOR PIPE UX,l,I[O WiTl-lIN fivE F,[[T Of" PA~ME:NT ~ OiliER SIt.lll.AR SIRuc1U!'lE Bol1CM or Pjr,'..n.!ENT, CUR roTTER, OR Sl\olILJJl SlRUCTLtFl:E ~ F~ P1P[ lOCl\1[l) I~ GRASSEO ,l,R~.as 1II1N.6- 1(lPSOu. OI.JlSIDE PAVE~El'4llll.lfTS ~Jul:W~ ~LE - :[Q!} Of fOR CASllfllG WE ~C; ~[E1's~J:,i~---, ~ ~W'~'&,~~EC"T WAN"OCE ... lo'l~. (~r ~[Jt~ 2~. a.....j-... I 5" ....::.... ~ V "-0. Olk f-i -! -! "" .. " .. ~ n .... .s" CllfATfR ... ;~". ." , - s' ~ IoIAIIIHQL; STEPS .1.115 OJ:" .- co<Cllm REDlJC[R "^" ~ 1/'-. PER FOOT SLOPE ~. -Q1LlC <It'" .' ~ .":. ',:. . ::Iii.. .~"': .:::: ........ ,;f-:. L;r :: cDIPUTEl.J,/Iil cv:- PfrEI:A.STJ ~llI.lWlfl..[B#.S[AN[}IIlSElt $Ef'~A'f(&l3:f3C)On(lU.l S' -c~"r" .. STORM MANHOLE OETAIL Q "" FOR PiPE lOC~TED 1.. ANO W1THINS' 'Of P"'~i.1 ~~EA'S PA',tUlEN1.sE:CT1(1.j ~ r ~," ~~~f :0 1,lJ.1'4; " IS B~+'t"o.g. .'dJ ""~,; .13" BORROW OR: EOlIlv. ~.?-o c.R"ANUI.}r,R W,A TER1AL \.. ~:~~.g~p~~~~ \ ! , D[NSllY 1;0' "~:~~~ , "~I"' dl I -A;.00 .!€. '"".OR~OW OR [ooW. : /. ':: ~"'" - CRAHUlNf llI,1.T(RI.f.L 9..~ _ ~J!lOU .--l ~~~~~Dp~~~ ... . ~ :~:(~ :.~.j~ ~ OE!lfSllY - . eo DEPTH Of BEI)[JING ........ TERIA;l 'SEW" PlfI[ ~J.Ol..l!ill. 2r &. ~ALU:R: J.. .![). 11) 6.a. 4. 6~" . LARGER &. ~ " ALL Ef([)[)IIiC ilr: INITIAL 13A.ocrllJ. SKA.U BE INStALLEO IN s" TO 1:;t BAlANCED UFTS. 2. II IMIN, 9. GLIMme[ SHAll BE PRQVlO(D ON t:A.C:H !;t[)[ ry mE I~STM.LFJ) PIPE. R.C. PIPE TRENCH DETAIL -saJ.E: u~.. "-0" * SEE ~TR.. SC!-iEDUL[ fOR OI\tlENSlON H J :: ': i' II !: '" I REClJL.AR SACKflLL: SUITABLE Sf]l rnt'.l~ mt~CIi [xC"J\"AnON EXCW01WC mpsolL. ORC"'!'Ucs. LARC( !>TONB.. OR WASTE ~A1ER1,1,lS OF ~NY I<IND COOPACT(O TO 90~ ),i~N. . 1.25 e~1' 12"' FOR <.1 W.. ["'I .,00 IIlIN. 1.250.Bc-+24-" II "'B" BaR~()W (INGDT S.P'EC.) oR ~~;: FOR >42 Dl.A.. EQtJI\'A.LE'NT CRANUllIR ~ATE'RtAL 1;1'. ~~' ~~~~i~[1~l~~ ST~"'[)ARO ". ~.. 0" ". 1'2. WN. L ~w.: !-INClJWE " A :t:~ "'11 ...~:~ ~o.:.~~ :~:i~ ~-d I '~I'~ .~ OBO QORROW OR EOUIY"LEN-T GR"A.NlJLAR I,U.TER'I"L co~p...crrn 10 6.5:r.: STD, fl'ROCTOR Df.NSI r'l' CASTIMG ELE'/SS"\ ~E SCHrotJLI "S SHOWN ON ,00 C/.STING:NP[\ STR SCH(DULE r en.AT"" CU"Or' \ If BORR'OW OR' EOUIV"'lEfIIT CR,i,NULAR ...~rml"'l CC,1I,4PA.I;:TEI) TO 9oD= STD. PROCTOR DE~S1TY C€pni OF 6E'i:lDi~O: ~;I. f(R1,l,l BELOW PIP[ -D- ~ 2; &: SMALllR 3~ JlJ. 'iCJ !)1Jo" +~ :6G" . lARGER 6" ~ i. All BrODINC . INlll,l,L BACKfiLL 9-I,I,tl at IN'STJllliD IN 6~ iC 12. BAlloNcm UFIS.. 2. ~ ldlN", 9- c...EARA.I'lICE EACH SIDE: OR P"IPE roR' "'2. 01.... ,\)/0 LESS. 1. A. \I1N, 120 CLEAA}JojCE EAOfSlDE OF PIP( roR LAAGER' mAlII 42- OIA. Be '" OUTSIDE O~A\oIE:TER I) El INSlC[ C1ALlETER d .. O[f1rH at B.EDOING= ~A.TERIAL BELOW PIPE '~[ , - --.-'-'-'- 101 ." CORRUGA TED METAL PIPE ICMP) TRENCH DETAIL C) p LECEND - "s.s.D.---"~ o "-CLlSS -A. CONCR[T[ CONCRETE BOX INLET J./....1'-11" ,~[j FOR PIPE LOC,l, 1[0 ~ GRASSED AR[AS ~ ~ wJ.NJ-lOlL CONFORMS TO A.STM C-411l NO BRlC~ M BLOCK 'Mll BE ,l,LLOW(O IN w'ANHOlL JOINT 6E1WE.EH AU RLs.ER ...ND cONI S~ONS 5""'\ HAVE EXffiUD CA5IfE'E KENl SEA.L OR [C).lAl IIIIN. fj ,TOPSOIL IH ~CN-P""~' AREAS E.WlAR BACKflLL - GfID,TER' THAN; 5.' FROM: [DC[ rE fl"A.\r'El.(OH COI.IP'M;TED 10 90s LEeE.O Be:: '" OUTS1OE DIA~ETER D '" I!<ISIOC OIAMETER d .. DEP1H Of BEDOIN.Q ltIA 1(RW. BELOW Plflot y ," .- ,~NISl<EO CRAIJE ~ \ SEt srnEOULE \ 'OR ~1E MD I"," [L ~ SIZE SCHEDULE DL~ WAll GorTWT.5EC It EI C 0 [ 11 2 1'1, 5JIJ '" 24 1~B.%1 n'l. 24 15 '2 'I... 2. 740 6 27 45 l~ 3D '8 2 '1~ 2 '/. 9% g 21 ~ ]~ 35 21 2J1. 2 ~~ 11.80 g JS 38 ]3 4-2 2+ 3. 2'J, '520 9'/ ~3'/a 3D 73% ~s. 21 3'/. 2YJ ~93ll 10' .48 25"'. nY':r ~ JIl J'/I J Z'l'!iO ~2 54 19~. 1lJ,. 6D '-l 3Y. J'I. J'~ lJY, soy, J9V. 97'1. M 301 ~ 03'1: 1100 15 &3 ..HY. 97~. n ~2 ...'/1 J4f.,. SJ8) l' ~3 35 98 18 J,S 5 4'{.. 65~ 2. n ;re 0;8 IIH 5.4 5 'fJ A, Y. 8040 27 16-5 35 100 gO &00 6 5 .8750 JO 6D 39 ~ e'6 66 '6y~ s-IJ. 10&.30 24 16 21 99 \02 n"1 6- 1~'.M 18 21 e~ 108 78 7'1. s.lfa 1-"30 1'" 78 21 ~ I"~ IH- B' 116m 1-4 1a 21 99 12C a.5 +4~~ 1" 9- !olDIE: END S[CTIa. IS It.! ,I,(:CORO"'N~ -MlH A.PPUCABLE P~TIO>NS.'Of kS,t,W:. SPEClFlo,nON CJ6" rr _~~__. 1~ A~=:'~O A Li . ... ~ - l - - '.~ - r'l I ~~i , ~ ~ ~ I' I ! . I ~ 1""0.' (~-W1\L'l 00) ~rrN;X-M.El EJo!D) SEC~O!I loA A.t R t R-2 'SKIRT 'J '0 '1.1& :.11- 16 i~ '/:r 't I 3 '1~ 19 15 'I: '2 I J, 21 '6 'I. 13 .. 25 1SlVIl 1'! oil 'II 28 11 Y. 1~ Va + 'I 31 180/11 15 ~ ~ 2J~~ 17Y, :iY, ':;1 ~..~ :In 5Yl 43 uY~ 22 5 'fa 04:9 :2s'I. 22 5'1... 5532%, 2' 6Vi 6' i6% 2~ 6 'I. 61 35'Y.2+ 1Y. 1.3 .my, 24 7 'I. 19 -41 ry, 24 B.1J. ~~- ~ to" ~~ sa: HORIZONTAl FLARE ri _II ~ ,-::::::. ~-~"~~. II.AU. I'ERTIW FW![ SEC~OO 86 PRECAST FLARED END SECTION Q ,~ ~ ~8"<!"'f s"ll\!i1! '\ ~cn:n ACCREGATE 00.:;[ ~ ;- TOP or P'/tVE:lA[NT I .-- 2~ oH Ii ~, I ., " {i ~ ~ lo '-~ , 18 w;l.Sl-1EO AOOREGATE , ~ 0----' 01.fS'l1l. CEOro<~LE P"::~' .,,0. '.f'.JJ Go.. r--- ,. Pf.RFOR,tlr,TIDPlP'[ (PIPE TO "UCH I.. 12' J PRDf1L[ or "A'>DIeNI OR D.''''' .'N.) ~'J':~ENT UNDERDRAIN Q ~Hr.AVf" DLl'N rli.A.I.QJT CASTING- J,\Y R. StilllH 42&1 ;--nNlSl-i GR"':OC 1-<1 SERtES DR: EQUAL ~ ~ '.06 ~~. ':!=~'l ~ CONCR(rE CXlJ.).~ \-- (CONCRETE SliIJ.l .01 LrJ- 11' S( .. CONIACT wi PIPE) _}'N' "'N __ SAl,ilt SIZE ,l.S '-lA.IN LINE ~.~ -, .....D S.TORM ~ SANIl"R''l' 5E:-.ffi [SIZE AS SHe,," ON I'(,<N5) " ;: EXTERIOR CLEANOUT 'SU.I.E.: l/t'.r-o:- Q A Ttr Hor'!!, lom:snn .t F'tsk:. ~nt. &615 f"lJtt!.l.a iDad ""....,.,Jb. IN"''' TLF ~:nr. ~~~:~::: _ __ nr PIOJEeI 00. IlIIlI-l...... oCONSUL 1100 EIo'QNEEII'5 -.,- <> i!: .,; l'! ~ ~ '" ~ ri i 5! z ;:: ~ ~ ,.. i!i '" ... I!i '-"- o o o ;: ==W ~Cl W --I --I o o -'<( Oz ~<( 00 c/)z >-- a: <...J I-W ffi~ ::!:a: w<( u:lo (;) ~~~ (1)~ a ~ rn~ OQ)rrJ ~~ Iw-r-4 ~ 0 ~...... u bbu rrJ ~ 0 l-< ~ rn ~ w..... rn S E<'~ ~ ~ I ~ I ~ V,..- I -~ ~ ~ lJ.J ...... (.) ~ ...... ..... ..c I~ q~ o'i ~ ~; :a Ii' ::up Cl a: .... ~ UJ (I) :i< a: o ~ CI) ~~ .,.. "" g a ~ j tl ~ 8 ~ ~ C'J C"? :::> en ~ ,:: i' .. .. Ii! ii~ U -- I coLLu;[ WOOll ELOI(NTiRT' s.cHOOL \ , iC1'Gl.i)2 , E ~ , N ~ .. .. il ~ ! .. ~ ~ ~ l!:~ ..;~ g ~} ..c.- i;:' ~ H 0", PlAC( 1/2" o:iR'uOABLf 'PR(fi:JRUEo G~SKE:' ....A-Tt:RIAL L~K['!'WA 'f {SfE OETM..} PL^N VIeW RiSER IhN:C TIiIC;l(~ES$ l\"-1::t CUTSlCE 1lI.... 3""-3.5" JO 1/6" ~"-':it '~.. '1'" '/01-"' II'" 5/8' . 30 1/8" ~I~ SECTlO~ "A'-"A" ~LACE ,/2" tXTlllJDA8L( PRITOR~ED -OA.Sl<ET \II"1E~jAI. _IN K("tli"A'!' (sr~ DEtAil) PLAN Vi-EW , ~,.,'~:" ~-E 2'- I.~.J AI'"' 27 ;I'-~~ 5i:cnON "^"-"^. ~~~~~LX~:a~R~~~~~ GJi,SIl;;[T lAATERiAl. {TYP.) S!:E"SPECS CAS~ET DETAil ADJUSTING RING DETAIL 0- NTS LESS Il-tAN16" 00 Ii'll CASES VlHERE WATER IS aao" SAN, $EIII{R z '" 11]" oCr ~IN. 10'-0" ""IN, N'tS MIN. CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS & SANITARY SEWERS rr. 201-" Dj}... 1-l0lE li8" lca" 01'000 CALLON c.\P'Of( 'I ~., PlA~ "fW SMNu,',lID ~ANrlOlE fRALlE, m Hi: ~EUI.'.H R-I712-,I. O-R APPRO'oJEO EQUAL. SET. iN BITUI<.tASOC SEA.LAIH. UD TO BE TYPE "s:" WlTtI CO~CEAtEC PICKHOLE.l,lANHOLE fRA.I.tES TC BE CENTERED OVER _ ~RECASl OPENINGS IN lDP. OF ~E~SE mAP-, RISEn TCJ CRA[l[ -4'. ~It IilSIUE"Il roN~n:iDR ~" ~'"".- COMPACTED SlJBGRADE SeCTION I'IEW CON(Rnc ST'R'ENiGTH- -4500 ~ D :OS OAVS REllofFORCf.:MUIl- A,S;li.I ....-til!) ~ ,i,Si\I A--S1~ (LATrST R:E'\lISlOH' GRADE :60 DE51:Q-"l LQAI)- MS!-JlQo J-lS25 k MSHT(} !-I5.~~ (LA TEST !;:EVlSlOW) i\PPR~ WEOO1- 1Yr.SE: 1',200 lb. un -4,'00 Ib, THORN-oR",CI( wOOCL l100-GT-T OR APPRC'vtC ECUAL GREASE INTERCEPTOR DETAIL ~'tS ~ ~ f~ CO\@AC11QN Of GRANUVlR 'aA.CKflLL 15 CltlTlCAl UNc.m W'ff. AHD BEND. . &=j PllIN VIeW Bm ~om SHJ.U BE P~lMP(D UNDER PIP( --~l~ "'~1/4. PER ,OO~ elEVA TION SANITARV SERVICE CONNECTION "'s Q ~ CON:rnEiE COUJroA (CONCRHE SHALL ~OT bE IN CONTACT '4 PIPE) ~ '" ;; , j) STM~ 0; SAJotI1,1,RV SEMR (SlIT .S SHOWN ON I'tANS) EXTERIOR CLEANOUT '/2- " r-D" Q- " " FOR' PIP'E LOCA-TEO IN .01(1- WITHIN 5' cr P','r,'I€.D AREAS reR PiPE: LOCAIID IN CRASSEEl AREAS "Il" BMRD. (INDO' SPEC.) OR €QJIVALENT GRMJlJLJr.R WlA TERlAl CO~PilCrro TO 95:1:: S'^NOo\RO PROCTOR [).fNSl J)' IS C'R'USHID STONE OR 18 f'R,i.CTlJRED FACE A.CCRElMli fE. HAND- 1AldPED OR WALKED INUl PLACE ~ 1 A.Ll BEDCING . 1~T1""L BAClI:FlU . SHALl BE INSlALLED IN 6- to , 2. BALANCEC lIFTS. 2. ALliN. 9" eLEAIUNt:( SHALL BE PROVlD:ED O~ EAOi SlOE OF It" INSTI.LlEO PIP(, SANITARV SEWER PVC PIPE TRENCH DETAIL ~ NIS "ANHOLE CASTING SCHEDULE ~"'HtJFAC:TURER SELf S(:AlJNIJ WA1EFlTlCIH N([NAH R-1 2A R 19'5 n EAST ..oF/O,l,N 10.4 A 10-4l5W1 CASTING SI1At.tB:E EITI1EA W'-sEAUN.C: OR WA lERlIGHT. (SEE PLAN' PROFll( SHl'rlNM c.snNC TtPE). UDS ~...u. Bt: STAl.W[i) ~S^NIT.,t.R..,.. SfWE'R" M[) fV,V[ Closm PlClI:HOLES. rRAME SH...n BE SET ON OOI.lBlL ROW Of l( EN t SEAL. CS(E MAN KCli CAS, nt.:c SCH;[[)ULE). o , ,., SET BARREL ...cINTS 'M IH ~UB'B[R T'1'9( GASI(;ET EQ.lAI... m AST\t C-<<J. "'''10001 OOJ8lE.ROW OF l([NT SEAL AS1I.! CS230 CA,SKETtlJ CO....NECTDli! (T'l'PIC....L) PREC...~T Il:EINf'OOCEI) CON~(TE. SECTIONS SE.E SCHEDULE rOR PIPE' SIZES ,I.,"l[) INvER1 EL[\I, "ANHOLE STrPS 1Cl I3E POl YPROP'ft[~E CO'" lID ~Th~l \l~~N~~C~~[ e~~cs.} 1/.1.- ~E.R' FOOT SLoPE StNC:HW^,--L SHALL BE ClASS "e" CONe. '~f: NOT[; CONCRETE SADDLE IS Tllm': USE[) WHENEVER "- SJ,NllAIilY 'SOt']~ ,,~c UTUT'I' U,""E INlERSECTION HIllS LES-S !I-IAN is 1!oICH[S- OF: -S-EFAl'!A.l1~ ~ N "" " :t CONCRETE SADDLE BETWEEN SANITARY SEWER AND UTILITY PIPES ~ "'tS ",liIolI-ll)..I: TO PIPE C(WNECllOO I300TS, INClU DIlle LA. TER},l..S,. SHALL BE A.-llX:lo;, OUR" S[.i.L OR il.PP!HM:D EOUo\L SANITARY MANHOLE 1'\ N'tS ~ ~.~. .~ ElEVA liON A.. Jor Hullil, "111'''. .r... I.~ WS~had IndklAGPOlli, 1ll.u.268 P1'Jo.nr. ll1-!34--1S011 TLF For. "H."-1S52 _ ... III .IMCI 1iC. 21""-379-04 CQN~1.JNG I;"'crn!.[~," STANDARD MANHOLE BENCHES ~ NIS <> 1!: .; ~ ~ ~ c ~ 5! i .. ~ .. .. i ;,: 12 t B o o o s: :S:w ~(!j W ...J ...J o () -'<( gz :J:<( o (1)0 Z >- a: . <(-I J-W Z:2: ~a: w<( iTIo u >-.~~ (j) ~ ro ~ rJ') ~ O Cl) (I) ~l::l ~ cIj 0 l-L-i. ~ u bbU en ~ .0 I-< ~ r.I.:l ~ . ~ r.I.:l s::: S<C.~ cd r.LI I ~ I ~ [7''''- I Vl ..... U C1) ..... ..... ~ U ]~ ~ ~ ~ ~ Q en 6 ~ g ..... !1! cc N~ ..... " L1J - €; !i Cl i~ > a: i ~ ~<J l4.l ~ " '" l4.l u 0 II) >- " (Y) a:: 0<1: ~ os en ..... => z ;; - .. CJ) 0<1: ~ en "8 .." .. " u I OOllEC( wooo ElllB'TAl<T somL 201101.02 ~ " , ~ ~ .. .. :3 .. .9 . .: N , ~ .... ~ . i! .. !~ ,g !i ij;: !I s,a:: ~ UD SHAll B[ A alLCO WE 0--4 SIN(U Lur ~ESlGN OR retiAL V,f"Ul. T 51iALL BE: IILlER1CA'N IIr.l'DUSTR1,l,l PRt:CAST'PAOOlJ~1'J., INC- METER VAULT OR ~RED IN- P'LJ,CE UlIIl t OF EQlJIVALENT Oll.lfl.l-slO'l'lS PRO'v1Cl: . SiOP (lRA WI ~GS IF A POOR(D IPlI Pl.At."E lfNlT IS usED. FII\IISK CR.f.Dl: fl.i>!i nlliJlQt!. WATER VALVE PIT DETAIL ." Q New Pip~ 'SI'lcD B:c Ins:t~lcd ur.der Tholl u'r1lIrigW<iler.l.Ic.'lil'l ui5tin; Wcj~ \.tal" "'~I' Wnla t.l.cil"l 12" Min. roe New Water ~QirI 13ed PiOt! In e.':.lr~ ernnlllor B~9 Mot Tomptd- ill e L~~ ta lerI;n~ ~::o~n~9~e;~4 ~ 'i:ir Nol~ All Jcirois ShcR B.e Ii~tfilm~ Ext-epl 1ft Run (If lee. SECTION -El.ML fIIQtes: t) 1,IC9.:lluq fllJ'ngft sholl be u:sed for all .med'lon'~ ):MIs.. 2' Bdl omd g.1~ "r pipe" It ond smcll'ler sholl be-,~~w'ld st:rO? af1d sholl 11g11 t>eo 101:iIOllt1i into. 'Y'tem. WATER MAIN 'CONNECTION DETAIL Ni3 em Cf"CNl\IO. 5-IA.NDNtO DfTALS ~ A A X--.J ~ . t1 -aij ~ BENDS & Ins PI MJ k fI 'FVAll'ON ~ STANDARD THRUST BLOCKS FOR WATER MAINS 015 F"O~ P"IPE LOC,l,l[C I~ MlO W11Hil'J 5' or Pi\W i\R'W I , -I- FOR PIPE: lOCAtm IN (iRAS5t[) AREAS "'9" BORROW (INOOT SFrC.) OR: E(X.Ili'Al.ENT GR",I.lULAA I.I~TE~I,I,L COW'ACTID 10 9'50:1: STMlOA,RD P-FlOCTOR [)Ei'ISlTY 18 lW'SHto 'StONE OR EOOIVlliNT WSS , l.I"TtR:IA.L I-IMlD TAI1'PEO OR WALKED I~TO Pl},CE JiQm; L A.ll BEDO'N:G I: INI n.AiL B:AOCnLL 5tlAl.1 BE ~STAl.LED L"I 5" TO '2- BALANCE!) LIfTS. 2. A. WI\I. 9" CLEAA,l.loICE; SHA.l.l fJ( PFm'llOID ON [ACH S1CE cr Tl-tE INSTALLID P/:P'E- LECHJD Be "" OUTS-DE OI-..lItrTER 0- .. II'ISlOC l)iA...ETER: d III DEPTH Of B[OIIJ1;NG ",,.TERIAlBELO'N PIPE DUCTIlE IRON PIPE TRENCH DET AIL Q m /HYORi\NT SH"'-L IIltET LOCA.L FIR( COOES. AND LOCAL WA.tE"R UllUTY SPEClnCAllONs' ;:;~ 1; ~ ~ ~ m m e58 ~ '5 ~~ 'NOTE' FIR[ ~mRANT SHAU. BE SET A. \liINIIdUJ.lor 6' rilliM ALL 'D"Rl~A'" OP'ENjt.lCS, ""'" UI'J( 6' 8" '2" '6 HYDRANT DETAil "15 Q M'!: 1 4 BENDS I a BEt.iDS ~ BENDS r::rs PWGS SIZE . B . 8 . e . B , I B lWEI ," " '0' ." 8' j" B" a" ." ,D" ". 1llOO Psr SO< 6"1'2" ,," 8' ,D" S' " 0" '2' 12" 20" 1YP[ II ," \6" 10" 0" '0" 6' ." '0" ,,' ,D" 2~" 2()()) PSr SOIL 8" ,,' 'J' ,,' u' 8" W ,," 16' t:t ,," NOTE: EJAS[i) 0t.I 100 P'SI STAm: PWS It. '" " ,. w"TE~ rt~WER CONC~ET[ TO BE C:IIST AGAINSl UNOlSTURS(l) BEJ,RINC SURr.tlr.CE. Q A'" Hom. La_. ~ r.t, me. 161S~lio6d I:M.IaM~ls,. IHi4&UI T L F ~:-\ ~g:~::: ~ ....... Tlf ~[C;l NO. 200'...3.,,-04 CQiI'oItiUl..TiIoiO ~DlIolf:IE"R~ ""'" !ii ~ <> o III '" 1;; I !i! '" ~. ~ ~ 50 !2 ~ l!; <> I Q o o s: ~w zCJ LU --l -I o (.) -1<( Oz ~<( 0- (/)0 Z >- 0:: - <(-I I-W :z~ ~a:: W<( Ldu Q ~~~ Q)~ ro ~ r:.f) ~ O Q.) rJ:J ~s::: )...,..I ~ 0 1-1-4. ,...-4 U --U bIJO~ ~ r:.f) ~ .,...-4 tI:l s::: S<.~ cd i:Ll I ~ I ~ [7"'- I 00 n Q) +-' ....... ~ U 1< ~ ~~ C D s~ .; ;;5 .. ~ ~ ~, .. ...J ~ C[ (; ~ ~ I- w z gl<:] Q H 2 o c < g" :i a: co V w z C') l- ~ '" ~ ;: ::) -; .. en '" :il "'" .." a ,," ro..LfGE: wooo fuau~T.am SCtl)C)l 1O~101.02 3 2 1 4 K. 5 I---------------------..----.---------~-~---------------------" , u<V ~ ~~Tr ~~ ~ 9 7 6 8 10 11 12 13 14 15 16 18 27 19 26 20 22 23 24 25 21 FLOOR PLAN I/'E" ... r MEZZANINE PLAN UNIT -A" MEZZANINE PL!\N UNIT "S- MEZZANINE PLAN UNIT.O. V16"-1"-O. 0... 00 O~ ~~ ~U.I~ ZCJ< w!Z ...Jw ...J~ Ou! o 00 ..J o 0< J:Z u<C 000 >-~ oe( . ..J-l CJW ::'2: -la: Woe( ::'2:0 a: oe( CJ 1/1e".,'-0" IfUI""1'-O. . KEYPlAN--$- . U ~~2 (l)~[; ~ OO~ o .Il) ~ tB.~ 8 ~g.~ ~ 00 ~ .-001=1 ~~.5b [~l : ~2 [7"" ~ I I -< ~ ~; ~ ..J ~ ~ I Q.. ,S ~ l!i !i' ~ o i~ ... 0< u. uc 1IC W :t 5 :~ :IE _0 . ~ ~ ~ o c ,... . ,... <C cout.[i[ waGO tJ.!..W[}II1ARY' 2IJHOUJl .IN 'S!1lf1>>iiV "j:I"UWIl'rc:Nf'I11f..l"'8I:tI~1 VNVIGNI '13~~V:J S100H~S AV1:J 13~~VO 100HOS ^~VIN3~313 aOOM 3g3"O~ M3N a6t~~ SlUBlrSUOJ SlJ:;10~2u3: Spgl~q:JlV I ~I'~UI Sgln1~OSsV~b [l.no ."".....".. ~ AgA\OH/~U!UU tI ~ I L.:::,. N'Ild :I00H ~.~v ~... '''''II (l>!oJl:liH:) H'l'I" 'A'II NA"'!d(l I i s .~ w~ ~~ 0 ~~% 3 ~s~ i ~ . ~h ~ ~ ~ g ~~~ ~ g ~ ffi ~~ ~ ~~ ~~~ ~ ~jj ~ iii g:g~ ~ j;jB 2~ ~ 0 0 . .z > ffi~ c ~&' ~. ~~ . ~ I . ". OJ ~~ ~g ~ lo. ... ~~ ~! ~ o~ 88 ~i~ 5 ~9:-;~ '0 ~; F~ z ~ ~ ~~!f .n .. ~ ~!i .~ j " &2~ ,,~ ~~ ~Id ~ b~ . ~~~'" " b ~ :;'0 ~. ::!;!b ~~ ~ ~~~2 ~t; n...,; ~t:~ ~< ~B 0 ~ ~o gg~ ". ~ !~g F S~ " J. ~ ~e u ~ v~ 0' ~~<~ " ~ll ~~~ sJ; 02 " ",. ~. ~~~.~ "~ i:l ~ .0 ~ ~~~ ~~ ~5 ~~ . ' ~i 6 ~g ~~ ~, ~~~~ ,,' ~ ~ ~ ~2~ 8~ ~ !:2S sOl ImI ~ ISI m~ ~ ~l ~ " > tJ ,0 '. ~" ~::! ~.i ~~~ &.m ~~~ Q~t'i "'~- L ~ 59 00 D.. . <Il... Z:> 30- ~.~ a: w l- I- ~ ~ ~ " z o ;:: <( > W --' W --' :;;: I- W C ~I . o , LX ~~l ;,':"i;'t'-L ti ~ C( I I I I @---l---------------------------~ i 3 o I I ________~_~________~L___0 I - ---{i) ~ ~ '"oJ! i~ -. 1~ @----- ~ OJ ____, ;,_ ___~__;--,-----nm !L :;:!1- !~ --'" /,:-!iY-1 ~ r ~ a z c( ..J lL IL o o II: . "' i1~ -~-0 c:J-- -:,-,;,-_ -';-_L- - - ~ ~ . -_-_-_--:-::- -J: -. . .-L-_~~~____r.:.-_-_-::~-.I._;,;__-..::. __1,; _ ~ . .-.-.---------.:t It I I I I Gr---l~~----~-----------~ I dJ --i.+ ." ~I " ~ I ~ :1 i I IIi ~ I 1 I ~- ~ --- - --- -- - --- --~- -1_--~-__0 I I L__ , :~~ I-....~-...-~_'.::::___]::::--:l _n__:I: :::c:::;~:;::J~___:::::::::::~~ I ~~::::.:::--..-~-t:::::n::---:T: :..[:.. ::::r__~~.__. ~u._ :::t.___.::- I 1 . N 1~ E ~ 1~ II I ct I o o I , I cp :~::::::=:::::::::::::::::=::::::::~:::::::IJ::=.:::::::.:::::::::::::[:~i::::::::~I::::::::::=:::::::::~::::::::::::::::::~::::::=:::::::::::::;~~~;;.~1~~.!:')-;~~::~:::::::::::::::~f~~::::=:::~:::_=:::-.- NaTE' UI.l(STDNE JCII~ts AR( SHO"'"' roo REFrnENCE: ONLY ....T ~'-o. o.c. FIN"'t. LlVOUT MLl. ~t~TH..~"':6~Sr&"~~~~ ~~~LJ~krrr~p~~~~fif.Ri::~"titS1TE~lCli1"l Jir.(XS I1t'tiER o\REAS 'MTH ARCHJTECT WRING 910P DIO:...vII~Q PROCEss. 1 WEST ELEVA TlON 5CA'..E: it ... 1-C 3 COUNTERFLASHING AT ENTRY sc,o,LE: "I'll -I 0 4 COUNTERFLABHING AT ENTRY SCALE: K. .. ~ 0 T,/ ct:\~~~ KEYNOTES $~' ,~;.:.w B~IO: ..._~_ro1SJ1TOIU.~ 2.. MIlC.~ rOllftol~ :l. OOIoCIIrTt: IUD" 1 ~.._ Il.- ..uMIiUlllillllClllSoWIjD~ $ ~~n;';(l !l $U ~~r:~( $:{ li~'1;Fr EJll"l "11~fRQlI~~i:J1-te U- I~~T~ I.I ~.1~1 :'II~ $ ~ T.o. ~SO\'\~Ji~~ $ -----------------------.-----~--:.::---.;.:7'----------------m---____:::__:::.::::_::__l ---<.!y" I FI~ ~L(](Ifol a 100-'-0 FII.. n I< EL \ -0 .-T--------m----m-------------.----m _______n____ ___ ___~~~.::.:::::::::::::::::::::~ 11. Uf'IUGIDI'I..M:IIIl'l' LlioIsmN~ f'4hIfl .ICllllI 1 (CONT.) WEST ELEVATION SCML~ l'o _ 1 -0 2 NORTH ELEVATION ~"'1..i:; 14 ...',-0 ELEVATION AT FENCE AND GATE AT DOCK 1/a .. 1 0 :.. I I I I I 9 I I ~ ')\1. I I I I I I ~ (0 I I I I I $~;~o,~ $ ~ \J~iS:~( . ~ I I -.- In - I . I 11 UMIIi CENTERUi'lE J I !i : . 1 COlU\ltj ttN~u~E : Ii Fn F~OOO ::~: _:::::rL~~:=L~i\ii~;~~:~~~~~ii.:~:::::::::l::~::::::::::::::::.-::::::::::::::=:::::=:::::::::::::::::::::::::::::::::~~:~:!:J::::::::::::::::::: :-!::!:c ::::::::-::::::::: ::~:!:~:::::::::::::::::::::':j~:l " $U ~;~o_ I NOTE: Ulol(51QN[ JOINrs "FIt: 5H(J~ F"OA: ~EnJl.E.NCE CNl'l' ....r '.-0'" O.C. FIN"'l LJ,'l'QUT ~U ~\Ir"~~_~f;;S~l~~I~ ~t~~~urlp~~~.f~OfiC=rri~l~~f'I.}..:WJ1 ^~E:;[S IJi'rtEfl ...REA.S WIn-! ARCHli!:C:T OURI,"C g.-I(P ORAIM!'lG fJROC[SS, 2 (CONT.) NORTH ELEVATION ~...u:: 1'lI .. 1 0 D NEW COLLEGE WOOD ELEMENTARY SCHOOL CARMEL CLAY SCHOOLS CARMEL, INDIANA DRAaN D'l'l IN-iITFJ e.oMW. WO" 1m1D1.(]2 c:tEgl(E[J "'I'. ','H:: .....iE: S-EPlnlBER' 6, -$- 1 D~Dlflnning/Howey uU Associates, Inc. Architects Engineers Consultants EXTERIOR ELEVATIONS I~\ I~I I WYAlGHT I(lG1 B'I' F..........~ "83OCIATE8., lie. I KEVPLAN I~-~ em II A3.1 EL..1~rl$l B~ L~~~~':E $ Clv , I , I KEYNOTES T; w,o,~fil:.'JJw~d $ y ~ 1'. CDlCRDI' f"OOTIIlIG L el:Jlllalffi'ilOOl' '. 1'T'lIL tJOOlI: ioII.~ FUlII 1.~'W'JIDOIIi I. M.lI\WI\IIIIllJCIU'......:l~__ ,",,"1IIl(:I; UllU;rom;...,~ 10,8- 8.R K 11oi-_ .~, WJIIIIOIUlIr GIifnt. TI UW~T~O~~~T$ ______________________________________"___"m...~---.........---mmm...mm..._._______ _ ~__ L ~~::.:::::::::::::::::==:::=====:~====::::::::::~:::::::::::::::::::::l~:..~---.----~w, UIIi'5fallE"-W'lELIO"" ...OIt:: UWE'STOOLJOttnS ""Rf:: SHDWN FOR RtFOtENCE (Jl.;L'l' A' ~.-rt c_t. rlt.'M.. LJ.'J'OUl lMU ~El,,~..l;_~~sm;"c?:~1;~~u~!_Jtr~p~~~~f[8.\~~~lrf~l}c~l'IojD [TILCES -oI'HLic MtAS 'WITH ,o,JIC!-lffEI:T DUlnfi(:; SI-IOf DRAMNli i"flOC€"SS. .zIl. ~L fin iUIlUIoIG ('iUIl) 11. ............W.lolXlT.l~1 2 EAST ELEVATION t/~ ~ \'~(( c:p o tA, , I I' $ 7/ ~"'SO<oi~'" w...u. a126 '!! EL l~gFr~T $ ~ ~O"iS~:E $ .~ 'I , , (0 I ~ T.O. (!~s~.t~~~': S ~~ 1I Ul.t'ilT~~~~T$ --~~~J~~~~:--..~-..:.~~~~~~~~~~-.-.-.-.~~~~~~~~~~~~~:---::-.-.-.-.-.-.-:.-.-.-.-:.---.:~-::----"::::::~~~::~:-.~.-.-.-.~~~~~--:~~~ ",,$c~. :;i;o fiN. FlOOR , -D __._m.........._..:..____ ----:~--.----....:--......---------- 2 (CONT.! EAST ELEVATION 1/~ ." rI SOUTH ELEV A liON 1%"I.~ v TI ~A~R,'f~.H~~''''~$ C'D , I CQ ~ y ~ ~~ '-'1. 8- W ~RI~l~" 8 tll~'~~D_~ t:'~ O~I,j_E;~c)NE ~ if. ~~:~,:r BEL T fIN F lL 100 ~OTE: u",,($TC)IoiE ".();1WT$ ....R-E 5l1Q"'" ~ ~EJ[~Ncr o.>l~'i AT .'-D" 0.1:. FIN""L Ul'!'(JUT ~u. ~EnP1_~~~L2JE~I~~ ~~T~b?~~r~~~~~~~Rc~~~1J~t}d~.cO ...'fECfS IHI1ER ...RUOoS JpI\11 ...~CHTEcr [loU,""I~C $,,"OP OFlAWlIoJC Pl<OC!:SS 1 ICONT.I SOUTH ELEVATION l/r . j~-O" I CCPVftiCMF ~ B)I ,~ AaaOClATEl IIC', I NEW -~ ~~~nning!Howey EXTERIOR ELEVATIONS I ~ D 1 ~ COLLEGE WOOD DA'-''WiII ev: JM/'T'" J ~ Nell.. 201101,0.:2 '~ ELEMENTARY SCHOOL aEiCKEI:I ...., "C 5LPTBlBEFl 16, 2GC2 0 Associates, Inc. CJ\ 0 CARMEL CLAY SCHOOLS -$- . A3.2 ~ CARMEL. INDIANA Architects Engineers Consultants G .J.--- I . I 8 I ---r- I ~ ~~~ WEST COURTYARD ELEVATION SC.\LL: l'l - 1 IJ 2 SOUTH COURTYARD ELEVATION SC~LE: \oil - I a 8 I ~ I ~ i : "::::::::::::::::::"[:~:::""::::,-""""""---------------",---------- NOTE: w"'E:S'l'OIOE .t01~1S ARr. ~olllWH fOR RU'ERmcE O'll" AT 4'-D" -o.c, m.I,o,L lA'iO.H .u. ~~TH&~-~F,;~l:~I~ ~~~'lu~TI~o\P~1ffP.l~~~hlQ~II~C;l~1? ~~t.r;s.s OTKEFl ARUS lIIlTH ,l.llC,"ITECT DURlfiG SHOP DR"'Mp,JG PROCESS. 4 NORTH COURTYARD ELEVATION SCAli: It. .. '-0 3 EAST COURTYARD ELEVATION S-Cl'.l,[: '111 - \-0 ~EfER III 2-ill ,OR Elf..... nON rF BUIL.DJ~G ,J:IL/, ZL~ I ''''#f' ~~. o $ FIN F1R 100-0 $3_0 ElRICK ;1_' - :_:::--"-::=:::::~::::::--::::,,:'"-J SOl'VlCI: YI;) WAll- SEE ~-,I,.5,~ . ;~::::::=;{:7::::::::::::" :::~::::-=::::::::::::::::::::::::::::~:::::::u_________'____..._J., KEYNOTES ~. I;DlCIIt"tt rl'.J(J'NolC:. 1TU1. IXIQ. IUitj Ju.t: ... ~ DOOPI Ulll,nwIt .*'- L.lWlTT0fII.1lO.1CClalSl II. UlI'l-Il-=-.....:I.-.,iOiit'T' It. _","p J&I nul.'''I'(UIt. ,....., til ~ ~,"' 49~r A B 5 SERVICE YARD ELEVATION SCALf: HI .. 1 ~o 5, SERVICE YARD ELEVATION lEAST) sCr'.tE: 'It, .. 1-00 8 LIMESTONE DIAMOND DETAIL SCALE: 1 ... 1 0 I..........''''"'ov........".,..,. OOtoel.\TU, t!O, I &~O . kt" D~DfFLnning/Howey [lIT Associates, Inc. Architects Engineers Consultants NEW COLL.EGE ELEMENTARY WOOD SCHOOL CARMEL CLAY SCHOOLS CARMEL, INDIANA EXTERIOR ELEVATIONS ~ 3 ~ JJoJ-l!1TJ (;QIlIM. ojotG~ :201101.02 tJoI:Eel<eD n'l, ~c ~"TE< sE.D~e[R ~6, 30m- I"-~ om II A3.3 .~ w<! ~~ I-~--- --- ----..- - .--------- ~-- "NYIONI '13WljY~ S100H~S A Yl~ 1311\11:1'11:> 100HOS A.HVl.N3W313 (JOOM 3~3110:> M3N SlUTIlJnSUO;J sJaatJ!:8ug Spal!q=>.ry c=:ll I ~ ':l~1~~W}i~;J'uJJD~D II::~:;:;:-= ~:~I!I ......LJtJ~ . NVld 311S lVOltlJ.0313 l h ....._ __J __dlI:ll i." . ~'!l ~ li ~ilii~ lif "' w' uO ~~~; g~H~ I't:::l'.i;:ll ~J9B ~g~,~ ~'~~~ !g~~~ triw50 i~~~ ~~~~ ~~~B ~~ ~ I! '1111 111 "I 1: j I' I i I' III i 2 II II! d!~!~i~I' ~i: aldl~ii! IJli ~i!a~g : 111"1 "'" I~! a fiil I"b H~ ~I ~~ I I~ aW I ~q ~ ~D I Ii ~i! III II ~RI R I" I:. ~ ~~ 'Sl i!!! ~ ~! 111111 ~ "ISB"!1 Ii IIIII~I ~~i !;;PB~;. I~W I Iii ~11!lii Ii 13 s ea €I IS) $0 o d 0 o 0_ ~I - .1 " -. " :. ~ 010 ~R~ ;;1" I. I I I . I :.-e I I I II I I &II avo~ 3N~0813HS o -$- b ~ '. z .a: ...I II. W l- ii u " ...I aC U ii I- U W ...I W d ;; .. .. I~ DEVELOPMENTAL STANDARDS VARIANCE REQUEST Carmel/Clay Board of Zoning Appeals Carmel, Indiana Project: New College Wood Elementary School Carmel Clay Schools Carmel, Indiana ?\;.J.llJTBiOctober 18, 2002 ",r::5. / A ", <,..... ~~ T 'v QJ RECEIVED >>;. ocr 18 2002 [D' -. !8~. . l'T1I-l. ~ '1 ~8:~ovvey DOCS ~'.; Associates] Inc. <Architects Engineers Consultants :;: .<.1V ' "'.J.l / " . 8 ~ \ PROJECT NO. 201101.02 .' CITY OF CARMEL . CLAY TOWNSHIP HAMILTON COUNTY. INDIANA APPLICATION, FOR BOARD OF!ZONING APPEALS ACTION DEVELOPMENTAL STANDARDS VARIANCE REQUEST FEE: $630.00 for the first plus $70.00 for each additional section af the ordinance being varied. V-172~02;V-173-02 . DOCKET NO. V-174-02, V-175-02, V-176-02, DATE RECEIVED: V-177-02 1) Applicant: Carmel Clay School s Address: 5201 East l3lst Street, Carmel, IN 46033 2) Project Name: New College Wood Elementary School Phone:(317) 844-4948 Attomey:David Day - Church, Church, Hittle & Antrim Phone: (317) 848-0966 Phone:(3l7) 773-5320 . Engineer/Architect: Fanning/Howey As sodates, rne. 3) Applicant'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 Item 3) (c) is checked, please complete the following: Owner of the property involved: . Owner's address: Phone: .5) Record of Ownership: Deed Book No.flnstrument No. . 960 Page: 4173 Purchase date: 6) Common address of the property involved: 12415 Shelborne Road, Carmel, IN 46032 Legal description: See Attached Tax Map Parcel No.: 17 -09 -32 -00-00-001.000 7) State explanation of requested Developmental Standards Variance: (State what you want to do and cite the section number(s) of the CarmelfClay Zoning Ordinance which applies and/or creates the need for this request). See Attached ?aoe 1 of 8 _ Developmental Stanoards VaNlnce Appl<cation " 8) State reasons supporting the Developmental Standards Variance: (Additionally, complete the attached question sheet entitled "Findings of Faci-Developmental Standards Variance"). See Attached 9) Present zoning of the property (give exact classification): 8-1 Residence District Size of lot/parcel in question: 159.82 acres acres 10) 11 ) 12) Present use of the property: Middle School and Soccer Fields Describe the proposed use of the property: elemeritary scho61adjacent to existing middle school and soccer fields 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 wlll operate and/or use the proposed improvement far which this application has been filed? Carmel Clay Schools NOTE: LEGAL NOTICE shall be publisned in the Nablesville Dallv Ledqer a MANDATORY twenty-five (25) days prior to the public hearing date. The certified "Proof of publication" affidavit for the newspaper must be availab~e far 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 PosfOffice at least twenty-five (25) days prior to the public hearing date.) Page 2 of a _ Developmental Standards Valiance Applicalion 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 tha.n 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 5.4.1 of the Carmel/Clay Zoning Ordinance. The highest point on the building is approximately 31 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 tota' '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 K-5 Elementary School includes a gymnasium and other spaces, which require volumes in excess of 25 feet to meet program requirements. Petitioner: CARMEUCLAY BOARD OF ZONING APPEALS CARMEL, INDIANA V-In-oz, V-173-02, V-174-0Z, V-175-02, V-I76-02, and V-177-02 Carmel Clay Schools Docket No.: 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: 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 Attached 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: See Attached DECISION IT IS THEREFORE the decision of the Carmel/Clay Board of Zoning Appeals that Developmental Standards Variance Docket No. is granted, subject to any conditions stated in the minutes af 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 Condition's of the Board are listed on the back. (Petitioner or his representative to sign). S :\carmel c;laylanduseregs\checklist\devstanda pp Revised 10/17/2000 Page 8 of 8 _ Developmental Standards Variance Application CARMEUCLAY 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 building identification signage is required to provide identification to the project site as well as inform patrons of events. The size of the signage is appropriate for the frontage and overall size of the'site and building. The directional traffic signage needs to be legible to provide the important directional information ensuring safe ingress and egress of vehicles. A full-service Elementary School is a desirable feature in this growing area, and the inclusion of large volume spaces, such as a gymnasium, are an expected part of this type facility. 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 sign age will be kept as low in height as practical. The overall design will be compatible with the school building including the use of similar colors and brick material. Appropriate landscaping will be provided at the building identification sign to further enhance the aesthetic appeal of the site. The design of the building includes sloping shingle roofs and differing building heights with varying' roof shapes to break down the mass of the facility and relate to the surrounding residential neighborhoods. 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. The proposed heights are critical to meeting the needs for both educational and community programming. " II. ~ lSJ lSJ ! I s u I' !I II a N N N 0 N !'? 0 ~ 0 co lJ $:1 . I; ~ fr_ III 114 .1 ,. II- 2C !I , . . .. :, If ~ Jfi ~ j I @~ Cl I I o ill f! f! (J) (3 lS] I ~ ! . :0 :1 If '1 ,. :I t. !1 I. New College Wood Elementary School Legal Description: The Northwest Quarter of Section 32, also the West Half of the West Half of the Northeast Quarter of Section 32, all in Township 18 North, Range 3 East, Hamilton County, Indiana, except 40 acres off the entire South end of said Northwest Quarter Seclion, and being more particularly described as follows: Beginning al the Northwest corner of said Northwest Quarter Section; thence South 89020'13" East (assumed bearing) along the North line of said Northwest Quarter Section 2648.07 feet to the Northeast corner thereDf, also being the Northwest corner of said Northeast Quarter Section; thence South .89"55'43" East along the North line of said Northeast Quarter Section 663.44 feet to the Northeast corner of said Half-Half Quarter Section; thence South 00046'04" West along the East line of said Half-Half Quarter Section 2621.74 fe~t to the Southeast corner thereof; thence North 89046'22" West along the South line of said Northeast Quarter Section 663.78 feet to the Southwest comer thereof, also being the Southeast comer of said Northwest Quarter Section; thence North 00046'33" East along the East line of said Northwesl Quarter Section 656.81 feet to the Northeast comer of 40 acres off the entire South end of said Northwest Quarter Section; thence North 89040'06" West along the North line of said 40 acres, being parallel with the South line of said Northwest Quarter Section, 2652.21 feet to the West line of said Northwest Quarter Section; thence North 00"53'37" East along said West line 1978.48 feet to the Point of Beginning and containing 119.898 acres, more.or less, in said Northwest Quarter Section and 39.925 acres, more or less, in said Northeast Quarter SectIon, for a total of 159.823 acres, more or less. .. Drawings (Included with Special Use Request) CARMEL/CLAY BOARD OF ZONING APPEALS Carmel, Indiana Docket No. : Petjtioner: V-172-02 Carmel Clay Schanl~ FINDINGS OF FACT - DEVELOPMENTAL STANDARDS VARIANCE (Ballot Sheet) 1. 2. 3. DATED THIS 28th DAY OF October ,2002 Board Member Page 7 or B ~ Developmental Stand.ards Va,iance Ap~li;caUon CARMELlCLA Y BOARD OF ZONING APPEALS Carmel, Indiana Docket No. : V-173-02 Petitioner: Carmel Clay Scnools FINDINGS OF FACT _ DEVELOPMENTAL STANDARDS VARIANCE (Ballot Sheet) 1. 2. 3. DATED THIS 28th DAY OF October ,2002 Board Member Page 7 ai B - Developmental Standards Varianc:e: Application ;' CARMELlCLAY BOARD OF ZONING APPEALS Carmel, Indiana Docket No. : Petitioner: V-T74-02 Carmel Clay SchoolR FINDINGS OF FACT. DEVELOPMENTAL STANDARDS VARIANCE (Ballot Sheet) 1. 2. 3. 28th DAY OF October ,2002 DATED THIS Board Member Page 7 of a - Devel.opmen1al Standan:is Var)ance Application CARMEUCLA Y l;WARD OF ZONING APPEALS Carmel, Indiana Docket No. : Petitioner: V-I? 5-02 Carmel Clay SchonlR FINDINGS OF FACT _ DEVELOPMENTAL STANDARDS VARIANCE (Ballot Sheet) 1. 2. 3. 28th DAY OF October ,2002 DATED THIS Board Member Page 7 af ~ -: Devejopr.1~nt.a1 Standards Variance AppUcatioll CARMEUCLA Y ~OARD OF ZONING APPEALS Carmel, Indiana Docket No. : Petitioner: V-176-02 Carmel Clav Schools FINDINGS OF FACT _ DEVELOPMENTAL STANDARDS VARIANCE (Ballot Sheet) 1. 2. 3. 28th DAY OF October .2002 DATED THIS Board Member Page 7 of B - Developmental ~Iamiards Variance Application CARMEUCLA Y BOARD OF ZONING APPEALS Carmel, Indiana Docket No. : Petitioner: V.177-02 Carmel Clay School~ FINDINGS OF FACT - DEVELOPMENTAL STANDARDS VARIANCE (Ballot Sheet) 1. 2. 3. 28th DAY OF October ,2002 DATED THIS Board Member Page 7 or ~ - Developmental StandarDs Varianc~ Aoplicaiiol1.