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STREIT - =- - - - - - r-:,r-< I II! ~ ,I I r ~ , I .'0 ..... .~.-! .JI__~__-'" ~ - - _co~ uJID'S_ ~SfRm .. -~~~ ------ \ ~ _r -,-~ HOl'( TRINIlY GREEK ORTHODOX CHURCH 04.14,06 Planting Pion " , \~\')\ \J 1;;&,) QUERCUS RU8RA PICEA PUNG~NS GLAUCA PINUS N!GRA Ac AMElANCHIER CANAOENSiS 'LAMARCKII' CERClS CANADENSIS Cc em CORNUS MAS 'GOLDEN GLORY' SHRUBS & GRASSES '" Am ARONIA MELANOCARPA 'AIJTUMN MAGIC' CALAMAGROSnS X AClJTiFLORA 'KARL FOERSTER' COTONEASTER APICULAnJS . ex: '" CQ e 10 !LEX CRENATA 'COMPACTA' ~ Vd ViBURNUM DENTAnJM 'CHRISTOM' ~ 1. ~ 100' I I 0 25 50 100 10505 NORnlCOIlllGB AVENUB INDlANAPOIJS. INDIANA 4Q8O WWW.WEiHB.NBT [g] WEIHE ENGINEERS INC. 311,846.66 11 FAX311.843.0S46 TOILFREB 800.4526408 , ; I" j , .!S G....~ ...l (17 oendt 1:1 Ol"'l:>) I I 1/ ~~L ~rc~~;;;l; ~:::;:; ~;~! I ! !I : ,( """'M . =>-Jl", GENERAL PLAN NOTES ~ ~o,,' "_'"' ""'h ,.. S/2 ,,/. I di J! -DEVELOPt.4ENT SUt.4t.4ARY- ~.~ '-,,7N-R'o II'~' "M~I' r~.~';,:"',:::iP~ LOT AREA 20,05: ACRES ; ""'''A,,,,,'UNLESSOT"o",''S'NO''', I.." -r--1 _ ; I 1- -. ..___, ' ,'-. I BUILDING AR~ XXXXX SQUARE FEr- 2 _'" '-"'TECTUo., P' .... -'R DEl"LS 0'" --l b > "0' oIt1ter........ Esm r>erpItJt .... ""... '.................,. ~"" ... I i ~I ,- . I - - - C.i "'" LOT COVERAGE 25% (SUk.DING AND BUILDING AND BU!LDING DllolENSICNS 00 NOi SiAK=:: _ ~ "l ..... I i IMPERV:OUS SURFACES) BUllDIN' FROM THES' PlANS .l. ~: . ) j I ...." E_ "".. I I ~r I I ""'\ ~" Ulf" E.,,, ,.,..' SETBA~~O~~OUI~E~~~ J . DlMoNSIONS INDICATE AEUJ O'MENSION :':'~.~:"r'E: :: I t.! ~\! t t I i~1 P~':',:'~ 2;':":':,;," I I J; . " '" I II \ ~ I : "~~~m~~::' "".. ~~E~, ~g :~g :'~~~::S"'" BASED ON ACT\JAL ~ELO LAYOUT E".... "",:"::.::.::-.:::..,,_ '"' ~! !IIA ~ i ".;1 ~ :ri:~=1::~ I ~j~] I'" .".....,. '_. I \ I PI:::',~~ 22Jf~~,;:r BUILDING HEIGHT ALLOWED .35 FEET 1Mt. No. 2001-IJ"O j I ~II E 'ii All ! II~ f-,__ :--1 ~~ "J II I '",H""',:.t"!:'.-;;:.'-,';;;:}"'-"~' ~ ..._,~..... r II ffil~~ip' _ _ _ J . r ;S;~ s:; I' \ I I: ~ 1-' Ja - --.~ '=tn" "-.; c] ., ! I I :\ _ - -.....c!...aI__ -- __ r~ - --- =[~I I II IIi=!.JOOrolnogeE_LD.,.pIol , Q L hili I ~- - - - N.B9'OO'09nE, 1352.78'_ _ _ _ _ _ _ _ _ _C~RU~O: L1M'TS __-= =-= ::.-:. _~ ,.;.0.: _-= =-= =-_-1 . K t-J....! J~' ""-- ~ - - - - - - -=--- _ ~ _ _ _ _ _ _ - .... _ Slpl ,"- ~~____~STRucnoNllI.I~S=---=--=-_--:::",=-==-___,:~=- 1 ..,---= 1 r.... =-----.....;--,~-- 1-- ...j..'.....; ,-. I"">.. t\ 1\ _\-, , 'I .~--:::,--- ~ I ...._J' -./ ~...~ ~~2 ~"I M..!O , _ _ ~'- _ -~ _ _ I' ,.do - ,,) C; ~; "j''' ;::-: ", - . --0-' <i!t ,II ~ '- - - - 25' LANDSCAPE BUmRY"'O II : r" -e- ~ -@11'1'1 0 u" W W 111/,. r' T PLAN NOTES: " (0 ASPHALT PAVING PER DETAIL ON SHEET C201 I ~ 0R.a.w. ASPHALT PAVING z CD MATCH EXISTING PAVEMENT II ~ CD CONCRffi CURS &: SIDEWAlK, SEE DETAIL ON SHEET II ~ 0201 18 CD SIDEWALK FLUSH WITH PAVEMENT (DCONCRETE SIDEWAlK; SEE DETAIL ON SHEET c201 (2) ADA PARKING SIGN (2 VAN ACCESSIBLE) o PAINTED WHITE 4" PARKING UNES 0PAlNTED BLUE ADA ACCESSIBLE AISLE (2-S' WIDE, 2-5' WIDE) @PAiNTED ADA. PARKING SVWBOL (PARKING BAY 9' ll. \8') @ ~~~D WHITE TRAFFIC ARRONS; SEE DETAIL ON SHEET @PROVlDE 6- MIN. APPROVED TOPS01L BETWEEN BUILDING AND SIDEWAlK/CURB. COORDINATE W/ ARCHlrECTURAl DRAWINCS , ' , ---.e " , I - -,:;-- . _ _ __:~,,~:O"-:':~~":""::""':<"';:":";;;}:'~':;:82-)~:::~~;-,.,.- "":':"- CONSTRUCTION LIMIT~ _ _ _ _ _ _ _ _ ~ ~ --===-===-=-==-==- - -rc-' ~Sclul"~ sw/",s.c.S-..!!~ _ _ J - - - - - ~ - -_'- - - r06th sriff:ff - ~ _ _ --d'I""~ ~.----e' - i. ~ -t CON~"Ri&r~- ~ =-. - - - - - ~ - - - - - - - - 589"00'09"." 1352.78' J - ~- --=~ ,.~~ -=--=- :::.~~ ~i~ff :c"- ~- -- ----~=--- --~}-=--- ~ LEGEND ~ I, f.HAS~...z , PHASlI , -.., -I I I I I I ! I I I I I I @ ~~N:CLOSURE, COORDINATE WITH ARCHITECTURAL @~~';ERSmn;~O~ir~~o~A:iET ~Oll' OWolFEREO @AOA ACCESSIBLE RAMP @ TAPER 6~ CuRB WITHIN J FEET @6- CONCRETE CURB; SEE DETAIL ON SHEET C201 @STOP SIGN (TYP.) @24- PAINTED WHITE STOP BAR @PARKING BARRIER; SEE DETAIL ON SHEET C201 @PROPOSED TRANSFORMER PAD LOCATION @FuTlJRE PHASE 2 BUIlDING LOCATION @PROPOSED UGHT POLE AND BASE @PAlNTED PARKING ISLMlD @FOUNTAlN @CONCRffi APRON AROUND STORM DRAINAGE INLET @PROPOSEO la' ASPHALT ~UI.TI-USE PATH ---I I I HELLENIC OR~ODOX CHURCH - I~~~~~~~~ J:.'N~1J~5'tgi; 20.051 acres, I G r 0 I S GrOlS . B.S,L. 'Sewtr Esml PfII .L. '''. I "/Pt[~t -@- S n.r_ Bel boll. L J- ~ 5' e ". u! I~~~ GENERAL NOTES: 1) THE CONTRACTOR SHALl BE RESPONSIBlE FOR OBTAlNINC, OR VERIFYING THAT AlL PERMITS AND APPROVAlS ARE OBTAINED FRO'" THE'RESPECTlVE CItY, COUNTY, AND STATE AGENCIES PRIOR TO STARTINC CONSTRUCTION. 2) IT SHAU. BE THE CONTRACTORS RESPONSIBIUTY TO OETERNINE THE EXACT L0CA11ON OF AlL EXlsrtNG UTIunES IN THE V1CINm' OF THE CONSTRUCTION AREA. PRIOR TO STNmNC CONSTRUCTION J) IT SHAll BE THE CONTRACTORS RESPONS1BtUIY TO NOTIFY AND COORQINATE cO~smucnON WITH AlL RESPECTlVE ununES. 4) AlL QlJNrfTI11ES GIVEN ON THESE PRINTS, '\IERBAU.Y OR IN THE SCOPE OF WORK SECTION ARE ES11~TES AND SHAll.. BE CONFlRMED BY THE B1D01NG CONTRACTORS. - 5) OCCUPATIONAL SAFETY AND HE.ALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPlIES TO AlL EXCAVATIONS EXCEEDING FIVE (S) FEET IN DEPTH. 6) IN AOOmON, EXCAVA"ON EXCEED1NG TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFm SYSJ'El,l BY A RECtStERED PROFESSKmAl ENGINEER. 7) IT stW..l. BE THE RESPONSlBlUlY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUAUTY CONTROL THROUGHOUT THIS PROJECT. 8) TEhU'ORARY' TRAmC CONTROL DURING CONSTRUCTlON TO CONFOfW: TO APPUCABLE LOCAl STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR RUERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) /IHY FIElD TIlES ENCOUNTERED DURING EXCAVATION SHAlL BE REPAIRED AND POSITIVE ORAlNAGE PR~O. 1 1) THE ENGINEER AN~/OR OWNER DISClAlt.t /IN( ROlE IN THE CONSTRUCTION MEANS AND IrolETHOOS ASSOCIATED WITH THE PROJECT. 12) THE LOWEST flOOR ELEVATION RECEMNG GRAVITY SERVICE MUST BE A MINWN OF ONE (1) FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER folANHOLE, OR A GRINDER PU"'P SHAlL BE REOUIRED. 13) ALl DIMENSIONS ARE BASED ON FACE OF CURB OR BACK Of ROlL CURB OR FACE OF BUILDING. 14) SEE ARCHITECTURAl PlANS FOR DETAILS OF BUILDING, BUIlDING DIMENSIONS. Ant RElATED DETAILS, ANO S1GNACE SPECIFICATIONS. 00 NOT STAKE ButlQlNG FROU THESE PlANS. 15) COORDINATE CONSTRUCTION ACTMnES WITH ADJOINING WORK. VERIFY EXT!NT OF ADJOINING WORK ANa COORDINATE AS REQUIRED. 16) FIELD VERIFY EXlsnNG CURBS ANO TAPER PROPOSED VERTICAl CURBS TO WATCH WITHIN A UlN. OF' 'THREe: (3) FEEl, L o 25 50 '0' FH+ 0- EXlST.F1REHYORANT ----- RICHT....(lF-WA,Y LKE WM- G ~ EXlST. WATER METER/V.fLVE PROFOSED ~.IRY SCWER I.JHE EO EXIST.~ PRCI'Osm sroRI.l SEWER UHf 0 EXIST. lOfTOR 'KU SIll ~ IIlPE ROOF DRAIN . PKF EXIST. ImH PIN a: OR PI( (SET/FOUND) - PROPOSEJ)PlPElIOUARD 8GMIliI C'il> EXIST.~WETER 0 P!I0PQSEDIWMJI..E -tI EXIST.~VALVE ~ PRDPt:lsm COHTOORS e ii II EXIST. STORlI INlEf , 0 El EXIST.srtJRl,ljSI.N./IEI.E.~ ~ PRoro;u Uf'#At'iCft EM. ~ C'il> EXIST.ElEC1RICUuER .. ORAl/ll(;f FI.rM ARRlW llUftll:l-P EXIST. POWER I'Ol.Ej'l'(MER POLE w/ LIGHT -w- WATFR1lN: -G- CASLflE GAC ~ EXIST.Gt1l'AItCHOR r.F.E. FJtfSH rllXXl EUVAnON T.Ped,1liJ III EXIST. Ttl.EPttONE PEDEST.fL Te TOP or (r.wotOli / INLET) CASJJ<<:: Ii9 INI< UNIT IIN IlMR! (SOrrOM) El.fVATXJj or (WAHHOlE/WlET) co. EXIST.ClLINOUT RCP REItf'ORCEl CONCRETE: PIPE -MB CMP COR.'nJGAltD t.u1L PIPE IlAll8lIC PVC POL'MN'tLot.ORlOEPlPE @j) EXIST. UGHT STR, SIIIUciuRE 0'" EXlST,1IOUNIIl M,E,G, IlATCH EXISTN:O ClWlE ..;;;=;;;;;;~;;; EXIST. SAHlTNn' SEWER tiNE SSD StlB-SURFACECRAlHAGE ------- EXIST. STOIW SEWER LJlE TOe TOP Of CUR& ------- GUT Cllm ---l!9i--- EXIST. COHtCURS OUL OVERHEAD lITlIlY lINE DJ CONCRETE OlD sa:noJll (C.E.5.) -j- llliPllOH[ LOIE 0" GATE POST T8M IDIPO~~K 0i mllSfllRl<ER -,- ElECTRlCLIIE ~ PftRKlNO:COUNT PARKING SUt.4t.4ARY- ARKING REQUIREMENT, , SPACE PER 4 SEATS IN THE IAAlN SSEMBLY, OLY TRINI1Y GREEK ORTHODOX CHURCH 00 SEATS TAL SPACES REQUIRED - 150 HASE 2: 173 - STANDARD SPACES OTAL SPACES PROVlOED = 350 B He :" = 50' 10 I I I ,I II I:s I 1/;: '", Its I~ 'I::! 'I I I/~ II~ II~ Iii I~ IU III I Drainage Easemel'lt per /nil No. 98-56847. (Ben.nt, English Oaks SubdM$iM) ,./) .- ~.. '.....J ...-;,) Q I u ;~~ ~ ~ gg~ i ~ ;;;;;;00 < "rfj ~~ f ~' ~ ~~ ~ F< e~ ~ ~:i Z ','" ",~ .J~ C3. ~~ z l~ J! /~ ~< =~ 1Il~ ~.l ~ ~~~ ~:l ~ O"Z; III ~ iiI i ~ ~~~ ~ ~ i3 "01 =>", "0 "'01 ".. , ::i~ ",0 0'" ~Q ."" 0> ollSi oE "'~ ~- ~c =>- <5 N.89'OO'25"E, 2710.63' "ea;...,SfI/J See:. ~ T17N-RJE RokOGd .sp,lIe round down 0.40' Call HIOO-3112-5544 ~E:'~KI~gl~SCALE) "IT'S THE LA W" -~PIlOTECTJON~N:. , 100 """""'" THE LOCATIONS OF ALL EXlSDfG UNOERGROf..M) ummES SHOWN ON tHIS P\..MI ARE 8ASED UPOH AlIl70IE CROUHD EVIDENCE: (1HClIJDlNC. ElUT NOT l..JUlTEO 10, UAICHOlES, INLETS. YAl.~ N<<) IIIWa(S MADE UPOH lHE GRClUNO 9Y OIl4ER) AND ARE SPECUlATM: IN NATURE. T}/ERE MAY ALSO BE OTH[R EXlSnNC UNDERGROUND UTlUTC FOR WHlOI lHERf. lS NO -.saw; COROUMn ~ OR FOR WHIOI NO CROUND E\'IDEHCE WAS C8SERIIED. TllE EX.tCT LOCAna<lS SAIO EXISTING UNOERCRl:ll.Nl unU11ES SHIU BE VERlFlEO BY THE CONl'RACTOR PROR TO NfY N'IO AU. CONSTRUCTIOH PLEASE CAlL "HOlEY WOLJY" l-aOO-Ja2-554~ g I' . . ~ ~:=~;! =~.~ce ' U!~55 ~ ij i! \I\\.'~".'.'.".'.'1I11 ~ ,$'~~r;-'~.S.HI I ~O f~>~G'lST -~';.;. g i "" \ S ; !1,~":;'~2i " ~ .~~: /Arg .. '/ l4JtES 1. SHDOQ:KAll P.E. lOlOO382 ::I:: ~ U '" '" ~ '" <0 ... Cl ~ ~ ;:s ~ i ~ ~ 0 i' I 0 Q., I ~ ~ ;:s f ~ ~ e-; K ~ ~; ~ ~ '" ~~ 51 ~ . ~ Eo-< <0 0>- :>< ~ >-"- Q ....:l :s~ ~ ~ ~ 0 a .. tJ>- ~ ::I:: ~ ~ ",,! 0 .. SHEET NO. CI02 I PROJECT NO. w06,0166