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Home My WebLink AboutPacket o u o o o o o o o o u o U D U U LJ o jO I " - ~ , ~ _ _'~ 0=0 ....."" _ ~ :I:DTC ~ \1' Proposed Addifion To: Indiana Developmental Training Center Carmel, Indiana Commitment Amendment ADLS Amendment u o o u o o o u o u o u [J D U o U U 'U INDEX Page 1. Project Location and Description Page 2. Color Rendering of Building Page 3. Project Survey (B 1 0 1) Page 4. Color Rendering of New Site Plan Page 5. Civil Engineering Plans: To C-IOO, D-IOl, C-IOl, C~102 Page 13. C-I03, C-I04, C-801, C-802 C-803 Page 14. Tree Preservation Plan (T-101) Page 15. Landscape Plan (L-l 01) Page 16. Site illumination Plan (E-IA) Page 17-18. Page 19. Page 20. Page 21. Page 22. Page 23. Parking Lot Lighting Fixtures Existing Building Floor Plan (A-2) Existing Building Alterations (A-3) Proposed Addition First Floor Plan (A-4) Proposed Addition Second Floor Plan (A-5) Proposed Addition Exterior Elevations (A-6) u o o o o o o o o u o [J o o U D U o o VI jZ e - ! 1: en a.. 0 " 0 Ct'I C > m ... ti W 1161h Sf IlJ 0 > lIII C C .. '- U >- o ~ L. o l;JI c: 'I: 0- en L. 0 3t: ." U 0 g U III ~ t: I: 0 0 1;; J! ILl C D ~ L- a 0 0 U > +- .. > 0- m E j Vi c: ..., 0 .5 ..... tII t: >- :c CII (') 91 0 III ~ j ::r: . > .0( [ :i VICINITY MAP OVERALL PROJECT DESCRIPTION IDTC is located on the Southeast quadrant of Pennsylvania Street and 111 th Street in Carmel, IN. IDTC is a care type facility that seeks to develop an addition to its present facility primarily to provide appropriate classrooms, vocational training rooms, and a year-rOlmd conventional size gymnasium for the youth that reside at the facility or for those who visit it. Interior alterations within the existing building will result in 10 additional residential dorm units for a new total of 96 beds in single and double occupancy rooms. 1 -,. "-, , - ::l"'! _ . (~~~~~ -~:'l!i<- :";.1_ L..~ RICHARD F. STELDT & ASSOCIATES, LTD. = ARCHITECTS = (262) 502-4500 NSj WI605H ,\I'I'I.ETON AVE.. :-'IE~n.\IOl\'EE FAl.LS. \\'1 n051 North Elevation West Elevation J:DTC ~ \t1 Proposed Addition To: Indiana Developmental Training Center Carmel, Indiana ;z .............~.~ I Callr.lNLEl'oJRtAKMSi\S:N .SJoSE'IDIl.oJ-lHlXi tt>TEl1J"HONEl.IJJIfCII Q;),I.CC[5S-~J< IJ) 1ml1~ ,1.I,lHHCI! I!)Wi,lER-k1~ .. 1.l.ij11-fCl.E ooocu:ANOOT Q AA'"~ mn ----Jf tmUn.pQ,[ l\IrH rm'MRE --"i lflI1T1?fl[ \\Inl Rrnr "--'-...jf) fU,GP{lf ~~N'fI~Pdr DylJ1lJ'l'Y't'EDES.TJt qn.E-CTfiI:NE1F;Il' I!:I n.ErnlC mAlGmloIFl ~CONnI'IICM.'GLInIT -H-UllJIY'I41)'[ tr HnNANT '" lOll -"A1ER~JtvE OwlilAlER I.IEiEP. _c,I,S\I.ti.VE "o",'lIlJIR -~- = ."""" mu:. "'"" -$-"""""'" -$ ?ilL amN'; ---------- D\m-IEJ,DiffU..rI"Y L.JlfB -TV'-~lW\1SJ(tl ~E-~ELtcl]OC ~l'-----,------UIOJ1rRCUfJmOOE ~FO-\JNOO!~FfIffi~ll( -F'-OOEFl~'I(IJ(ltC(~JolN I-. fi ----:- ~N[I~fi:I.cJ,S LJ~r -V-tlND8!~NDW"'IEHl.tI( -S~'.iEMRLlHE ----....;..-U~tlERC.'I~"':5iJCfIJ.!Si\\fIi -- -- -- -- -L1/.5JEJlGRJiJ~ SANITARY ~llI'tR IIJG:OF'il'OOM -~f'Elt:ElJI'[ -.......0....--------.,....- fi!)WttlE I-l-LCORQFlME'frUJ-HMCiIHE ::~n~Jltz. ~ ~..:~ ~~ . ~ fWlLIrJ'Ij ClJUHT'r, IMJI..,I,Nl ~ . RMRQ,Ib SPiKE FWkD r POINT (If BEGINNING w,w. <<W.. <:I'M s.t. 'QTIL. SEaJ:loH 2, T. 17H, It ~:t, +WIlLlOH 000Iffi'. mMA ., Bro.iiD /:;:.;r: w: IWnl LmE -cf 1J;[ 5.-( OIR.. ~~.: T.~~K. ~~ E_~ ---~ ~.,---- 841 D.J 3~] ""' ~I S:~ G. i G 4U, ~~ ~89'lJ1'tn 1111H STREET !;,= ~ 8",0.16 84D,JZ 6~.51 B}g79 ". ~ ~ ~ =--Ur-= .,-., .;. ;-,~ 833-7€ ~ mr- "r,';"~ . 1 7' F".'Ctl.'o'. _ 838.1 {ol;~~lNV,"~1~424i~ __T~T .w R/W IHlH sun-r '!A-:iIJ' ~ I j -~- I ~ i ~ "'0 m z z ~ "'" ;; en ::a a 84~S a.'i~n ~+:J.5,* 1)4H2 ann !:i ... 8J.~.'j6 839.90 8WI} BW.1S ""'"'" """" ,S40127 . A.SVHNJ, ,8.3-9.91 a4017 84'15':' " 84t12 :>: ~~1.M ~.f 8-1:1.57 mIl' I,j#lti ~ 841,~~ a41.a~ e..2..ca -\ .842.11 " . ;g-l1.7~ 37.41 51 08 M 18 ~ &4-1.~1 I ~41.;5 Fr' ~~ '" ~ 84U13 84l!J(i 7_92 ~STORrmO:;9)lWtIG 06 "3-!~.:>J .<P. ~~~~ ~ SlRUCWRE pl5 STOIlIl ~,,"HOU: I. T-.;: ;.. 64172 . , 18" Rei' IIN.' . 8l1SC.) 18" Rei' IWI. . 85T8(W) S1RIJClURE #194} 'STcml t.lA1lI1a.r Ie"" 1;H-f.1S ,,' o~P 1MI', . 8:16.1(E) 2r ACP 1M...., "" 636.0'5; 'STRUCTlJRE # f!)ol.5 ~,,"ITARY jJl.'lHlXJ: 1C e:. 842.52 11" ~CP INV. ' 831.5(N) ~. p~ ~I', '~29.I(Ef .' f"K ~I'. . "V-,(~) SlRUCllJRE #1962 sm~~ MAIlI10lE TC '" B4LOl 3&' CtlNrnElI IHI'. ' s.JU(N) ]6' CONCRm IHI' -aJU(S] 11' COMCRE1l: IN'I. . 'aJ8.D(W) STFlVClU~ I2-Q2+ SANtTAR Y MANHOIL TC.811.01 6' PI'C ~i. "IlJ4O(E) .' I'VC INV. . 1ll1:J(S) ~croli['.2158 ~i',[ TC -84(128 12" RCP IMY, - eJ.\.5(S) 1 tRCP INY. . 8.!a.6(W) S1R\JC1lJRE 111/1 Bffi<1'1< TC . S40." 12' Rei' 1MI'. = a)ll.9([) 5 lRUClUR[ 12101 Bro11V( Ie '" &12.44- 12' RCP IHI'. ="'.8([&"') 5lRUClURE 1m. Bffi<1VE TC. M2J6 15' RCP IHI' . &l'J(H) 10' RCP IHI', . 831l0(S) It RCP INI', = 0JB.5(w) 5lRUClURE i21:l5 RryJHQ INlfl TC - 8<;312 12" RCP INI' = 831lS[E " Hwl . S1RI.IC11JRt 11342 IIlLfl re'" 8J9.93 15' RCP I"v. . 1lJ7.6(Sl ~lRUClURE I IJ<8 WT TC .. 8.19.6.9 11"RCP IN,. = 036.S{N) '12' ~CP IN'. - lll6.S!S) 'moolURE t'J5Q INLfl TC ... 1:1;41102 12' ~CP INV. . 8.J6S(Hl muCI1JRE t 1:l88 INLET TC ,,; 8-41.46 12" ~C1' INY. - 8388(") SillUC1WE 11425 eEEHJ'1!: .TC = M7S11 12' RO' '''''~ ' ll38S(E} 12' RCP INV.- B38.I(H) 15- RCP '''''. . &38.1(5) . >1loUClIJR[ 11!lQ~ 5r~t.l1JANH1JI.:i IC . MllIl1 36' RCP INV. = !mJ(~'E) IS' RtP INI': - BJI.O(E) 12' RO' "'v. ~ B3€.afS) 16' RCP IN~. = 1l35.J{1I) 5:rnUCn.J)~ f16ui SR;fiM MAJo/i!QU Te ... a40.24- IS' Re? ~Y. = B3U~N[) J€' RCP tHy. . 83,J(E) 36' ~Cf' IN.. ~ 6>5JlW) STRlJC1lJRE 118J 3 "_IIARY ~I.NHQLE TC . B<ll.&9 1st PVC t1JV_ 1I"'A'51.3\1'I} 1,' PVC IMV. . ,331.2(;) S11lUl:l\JRt 1'3OJ INLfl Te = M~.D2 30' RCP INY. . 8J5J (E) 16' Re? ~V'- aJ51(S) SiJ!OCj1JRE 111m EIIHll! TC Iio &41J~4 1 SJRUCJlJRE AlliD '11," WAl!R ASSUMED NORTH SCALE 1" = 40' ~-~ -- 'i' .. ,. i STRIJCTURE 1110J. ST1lRII W,,"HDll; TC "" 8+Zg7 t. . 12" CO'dlE\( ~I'. - m.o(E) 12" CO~CRrn ~v = m.T(S) SlRlICllJRE #110+ '>UT . rc - 84D.4S 12" ~CP INV. - 837,,\.') . 13" RCP lilY. . eJl.21S) 18' ~CP IN'!. . m.2It). SlRUCruR[ f12fJl INlET IC = 840.,1 I~' RcP IN'!. " 6J6.1(N) lB' ocp ,.... . 616.*) SmuCllJRE ~239 IM1T P:""8-41.01 10' RCP INI'. = 8J6.8(N) Ill" RCP Iill'. - 8J6.(i(l) 2'" RCP 1W1. = B36.:{W) SlRUCnm: ~ 242 INlET I\: -1I41l'" . 15' RCP 1>1\', . = B37.O(NWI 18' RCP INY, = 817.Q(S) S1lllJC1URE 11272 S>J;IIARY W/J8flllE T.e = 841.00 8" Pot IN\I. ' B32.0(~) 8' !".I: 'NV. " B3t9(W) SIROC1URE ji 286 INL'l TC = 63!},5.:3 W ~CP 'NV. . aTIl[!Il 1,' RCP1NV..- 3Jl.l.(S) fFI. 8<0"' "'''''w IHIIlRX- B-4JA.1 6.1161 B5." ~9.40 a lD) = om 8EA.~ING OR l1IST""Cr (R} = R~CORD BEAR1HG OR DISTANCE (M) . "SASlJRrD IBR~G OR OISTANi:[ IP,) , PLAT I.HIl.E CR D1STI.HCE 84-1.04 - 8~O,8Q otol{STlJllflltCK~~ ~., Schneider 0lNCIIUE ...... 1:1. ~%;,~ 8108, 8. B%.::i4 S.w,'J2 ~ 8oloU7 l340.59 8~O.JCJ ~~j~O a1il:o"l1 ~n.~ 217.0" ,1j;l~.95 ~ -CobI~i~ -IcInllllA~be. ~"~Coim..tlJM Clrm". n.:IiciM 4I1XlI~ ''''I>'+-'''' .- PtmI~~lrtdirm~ M.b312 tJDIlIa>6., h%M 15000 {m)m-l9&1 'ScPM~~ Q,:jJ'JoNipR~I\'~i,fi::'(j'jci 1075~fbtIlCdl~._! \:crlllel,Inaicr.:i$6OJl ,1m MHgQ -SlQom SHr m~or~ 01., Ke<<. I ~ Sqw"e W>1lel,'n~~~O.J1 (.ll1)~-I40401 '" Int;b;l;.a~r tml ~ ~oocI ~-iI'f;IiJC.bo;~~ (311}71J:'tl'J(I ~trn \ ~ K. 84~? 349.-4,5 ,..., 8-t~ Sfi ~ I 6404 l::l_/" 801 B~ 67 :l!~'.J ro . aD 51 L. ~, esi.IJ' ,1: f lHE SCHMEIIlER CORPORA1lON Histone F"oM HorriSQorJ 6-901 Otis Aveni..;! IndioMpoUS. ~N 462h3-1037 rel~phOlie~ 317.826,7100. f"Oll:: 317,B26.,72JlQ www.scnn.eidercorp.c-om i - ~1lI!;rt..~] 1:2201l'aWwaJ~ lhdicJoI~~~2: C~H~1~1 .,Ull '" ~ o. ll'lE SIDl'Y BlOCJL 9UlDI~G "."'M M1.-f\1d> Z20fiett,!Oo/:"".",-Strut Indfl7l~o;IiIl.Mn",""1C+ a.5~~7!-atI-a(P(h3112-~ 5-t2.5Q B,2."1'7 Ar-enftedllre Civil Engineering Envir-onm.o:lll{J1 Er1gineeri'lg Ge-ote<:~nicol Services GIS. Us. Home l3uilder' S-ervices Interior' Deaigl1 L~l1d SUr.'eytllg l~flds(:(I~e- Ar~tJit~cture 1n:Jn9pOft~ti(ll'\ E:ngil'1t't'ri,,~ ""r .'j B..U~ "' S--t5.JJ ~, 'jj '=,. r"I""~ .h1!!i"lAta~h:. 51& rut C.-mel Bi~ Colrmd,f1d,;;wIo4liC30l t~l~86n S.~I 70- S-U-ft~ Qt)'61C4Tr1. Olf~tChio;s,..,.-~ o:amll. 'AClImlI 4l5GJi (1'710511-1'-<< U\lil~ HolI'.ne; ..aIUI il~ 1-1m-JI!2-'jM4 C'Il.bid~ Imb~ I-BOO-ol-Zl'r-S2(l(). " (l41.oJ4 ~ 3'3.31 :r. ~.t153 ... ~ tl'1--4.6~ ~ a51.73 . M100 8-<l.L!L ~ 6.4t.23 ~2 Qb.. oJ.~' ~84?;,. ~.~ .af. 84<.~ ,8.51, 846,92 .. ": -- '.'-' 4'(.65. . ~'I\1.'51..4. 1.':-; 311.D5 ,.,,"/ ~j.....,H'~"'T f'Il'i7' r ,l) 'V '....C8'8.:'i~1 B~8.~:o~458' J .&4~~ .j.~02x '-;a4~.~<i-EI,U ~ A. ~4-5i59: i\~~l e., a ;'; 3-4.8.6\>:': 'S.ri{.1 ,q a~5.70 ~ H5."1 '- 845...11 ~~L.'. J ~84S.78 ,. e39.B.9 ::. BJ8.92 h"'lluro;!iE. ~lclol1i:-orl.ltJr\lD~J'CI'p.mUnd !~s~b1tiM'~I'll~It~~'"' Th. cOOn lllit Ulf1lIlltl:toI ~ Ir.l1<>totl, of tn. btr:1j~' ,~ill:l m~, ~Ol'idl unb, ~ llM l;IiIo1 Q~ eM '~p:atll", ~.,bjedpi-oioKt.oo:oed'.lp'(l1tt-..s.~~. l~ _ p1ClllI ~d ICJr.It.'=n1, WId lIII1 ",dd:f!ll~ 'tisr.r'Ji irdpedb\. At uli.lJcurnF-~Ja HIid biI nOtIIlOO ;a&t '\.) '%ilw:l:1mm b "dd.~...~ gf:cr.k..Inl...Jbiion..f w~-w..<;f~ "" ti :>-< lfla [;:l !;; ~"' '"' 0::= i: g~ '" cj :::.> .. ro I lfl!i! '2:ili ~ :>-< ~~ ::c: "" ~~ Q ~ ~ 0.. ~" ~ ""'~ ~ G~ - e- O z .'" 0 ..., ""-il P-. ,... '" ~" 2 <!i ::c: ~ ~2 i :!: ~ ~ i< If ~ o,,1!:. I """711'004 14 FEB 03 ORA",,"!lI'i: 1"=0> JlF JMU REVlSKJ,I,s'; ..."m: '''I''. """ . 1J.i(J.L3 ,.. 6+217 " a~,I.:.'i8 ~ -8450.18 ~ M!\.m x g,Un .....m '''''-'' ;~ e~~..j.l] '\ 8.39.~,'l '" !NI07 . -,Ulh( '\< ~J8-,52 ~ore NobamdW)' suney ....J prefvrmed ct Ihis tlm.e. ThE Ml,lfldory in1JJrmotion, shown is token 'rom 0 IJ.J~/ACSW lo~d "~. Surrey preform," by th, Schn,ider COfJUl'ctl<)ll, pb number 717.002 ...d dol"; IOfJj9T. -0: M'i10 xc 8-4-2.41 . '3;.25 .. 84",<10 II ;E-H.J8' :~ B4 5J~e "'1WJ.09 '] x Sf Tl B4G..26 84l,l,J!! K (l41.SL ~ lHO.57 ~/1f REBAR VI/eM' FW(! (1URIl!D SONJl'IG1 m.u 0::01) " 34,'1,71 , 542.50 1J.4S.lo- .:.: '" 8.1ilJ2 84:6.;1 :.< B4S.ii . 84:>.1' 57~,59' """ ...... Sll9'Ol'U'W CNIitI<ot~ oj 5o....y -.; 6449.11 . r~ ..'" ~ I B31.1J4. RIDOAD 'SPIKE Of.! rHE WIEST SOE ('f " POWER BoiIU'I. 84 as III I I PetE 00 THE EAST SIDE CF SHE - tOO FED 8'D'1 I ~~'l~ II NORm OF mE: PH UNr PU~P!NG S'TA1l01i rnOJij 1 I ~ 8390;-4 P~E'\'IOOS $OJNODER ~OI1FORlnON JllI (117 I I OAIED H5-89 ro~8i I 8'D GT ~:mJ21: I I ElmnOO = 841.17 .. i :11 ~ 8~6,T.i IBW I' SET CUT Y DN THE: 5QUTI1rAST FlANGE I I I J, I I 1 e"-T (If ~ ~RE ~ICRANI NllRlll ~. lllE 1'111 elJ~LOIN~ ;l; l' SOU1l-l OF w,a.ue:, I I~ a.w,S2'~ 8J.6,13 lli'IA~()N ~ BW.J9 I III I i I III I ~~~M I .1 tlS11tli1M111'9&G I III 1:11 I III I: I , I ~: I aoJ'} o~ :tn,131 ~ :U7.59 " 54111 T~ the best O-~ my kno~l-ed~e and b~jef U1e wlth.rn plat f.<:preS€nt9 ~!Ur\l~Y made- under my 'l,IperPisJ~ ~ ~c,ordom:e with Title .85-5, Artfde 1, Choptt='!" 12 of the Jnclcma Aomll'limotive Code. J1l~ kid ..~~ fO( tl1is survey IIIas p-erform-ed 00 l.of. FebrulJr~ 2GOJ. Th-e wpo-gropnk dotll Was gathered ~:s!n9. stGrloord n;Jdicl '3ur\'e~ng teeh.nfques with. 'm EJa'Ctcooic total stnljon (In(j dGto collector, Ele~icrlll 00 hOl{:! ourfuee-s {lr stroctLlres 13!'<e occurab to within 0.05 fMt. eJe'iOtiQfls en nmurcrj surfaces ni1l' aCC1.Irclle to ..ill1in (1,1 feel Coot<lurs IJre p10Hed .Msed lip-On. r0terpGklliOl1 ll( 9p(lt eJ.e'lOtiorls shown herecn clld (lie: IJcoJrate l~ generall)' 'l'ilhln one hdlf cootour inl€lV<ll. '" 845.92 801-5,52 . 8+OB~ ~.JM4 ,~f'a~' " B-'I-S.110 n ~:.m ~ 1J.j.A,c~ lC 6+4.08 .. a~JJ " 84203 ><. .~44 32 :.: 836.79 . .. 8.37:56 , 84209 x 11"'256 .~ !lJ1.SO m.. U. ~ui'l"" Registetoo Llmd $"".)<, /1850013 14 February OJ Q.qy DmNMH ~REA ,;- .aJti.S9- ozu,lMHD~ ~ \711\OO+"Jj~\7170004T,DY<<l: ~ 8:3-719 ~= "18) Jl (Q) 11 .: 6J.520 '" Ml?,1l :; f-4 ~ ~ f-4 en -< ~ ~ en Z Z ~ ~ Carmel, Indiana ,~ -[I , n " ;]- > ' jt~;.: -1:.: ,. ..I ~ -, RICHARD F. STELDT & ASSOCIATES, LTD. = ARCHITECTS = (262) 502-4500 NS) \\'1 (>ll'iS APPLETON :WE.. .\IENOf\IONEE FA 1.1 S. WI 'l'W) I :rOTe ~ \t1 Proposed Addition To: Indiana Developmental Training Center ...... 4. SEC. 2 T17N R3E IN 01 AN ,A OEV'ELOPM EN T TR^ININC ':C[NTER BUILDING ADDITION (CONSTRUCTION PLANS) 11075 N. PENNSYLVANIA STREET CARMEL, IN'DI'ANA AREA MAP NOT TO SCALE ARCHITECT: RICHARD F.. STELDT & ASSOCIATES N8S W16058 APPLETON A VENUE MEINOMONEE FALLS, WI 53051 12621 502-4500 OWNER: CONTACTI JIM BALESTRIERI, [2621 569-5515 INDEX SHEET No, DESCRIPTION COVER SHEET 80UNDARY & TOPOGRAPHIC SURVEY DEMOLITION PLAN ' 51 TE PLAN GRADING & DRAINAGE PLAN SI TE UTILI TY PLAN EROSION CONTROL, PLAN EROSION CONTROL DETAilS GENERAL DETAilS TREE PRESERVATION f;LAN LANDSCAPE PLAN 11HH STREET 11 ClOD 8101 0101 C101 Cl02 Cl03 C104 C801 C802-C80,3 T101 1101 ,'" 1 ~ JBIEI~CIHIM.AJElUK. ~ ~ RAllJ<O,'J) SPIXE 0/1 THE \\lSJ SOE or A p~ PO..E llN 1l!E [AS! SOE or ~TE - 100 fITI NI)R1\+ ff 'THE ~I>E UuE P\JMPING STATION f'ROj PREVIOUS SCl-INEJD[R ro;:?ORAOON JVB ']11 DATED '7~1.6-3S ELf"''' T100 "'- .a~9. 37 Q Q N i'1 ~ g TBII " SET CUI T llN II<E WJII<EAST FW<GE MLT (]I' . nRr HmAloilT I/OOTH (JI' 'THE BUilJ'ID.lG f: I' SDl.l"rn tE W;.LK m\lA, n~ '" 1,Hl),J9 ~~ Schneider ! l PROPOSED SITE [~] Q Q ~ ~ Q N , KEW5ImS; Dill[; B"f': ct5O'lP'ot IIislnric Fod Harrison 6901 otis Avenue IndilUlapolis, Indiana 46216-1037 317~826-7100 317-826-7200 FlU 1f1'I'1'J,.~hneider~orp.~om Architeclure Civil Engineering Envi:ronme~tal Engineering Giffile~hniJal Serv:i~es GIS . LlSl Howe Builder Services Interior D~ Land S\Il"VeJing La n dscape\'Jchite~lure Transportation Engineering lllESi !lOCUl<ENT$ A~E 9JMCI m P'ERlOOfC RE;WJIJNS 8-Y U1E SCHtii!. El CORPalATIO~, 1H[ ~(lJ)rn IS Rf f'oo ~RIFi"fNG 1HM W.ES( ME 1a.R[ ~E aiOST CURR 'CE. Jl' C.'tEo;~lJ Bi':~ CERTIFIED BY: Robed L Doster P:E, E-MAIL ADDREss:rdosler@Schneidercorp.com t ~~.~~~~~~~ ~,l,,1I()I1,ItQJ.Q(t.II)l'lD[(lj';IIIl7~UI!ttCUCl:II ..,WIr, lOI;QUT JH( WIlIT1EJlI ~ a M. SCNfIO ctf'PCIt'IlDl OA'" """'''''' 2/27/03 @ 21lll3. The Schneider Corpor.,~ SHEET cClLOiD OF 12 '-C 111'1 "C '=- E ~ ~ - ~ ~ '- Q SITE MAP SCALIE= 1";100' I , -N- I PRO-.tCl OIGIl'lInR;~ '" JOE No. 717,004 ~ ~ FILE NAME: S; \717\004\dwgs\Civil\C1 OO.dwg 5 " " POINT OF BE~NNtNG afjEli ItW, c..~" (7 TI'iE $.,E. OlR, II ;Jr:r!r:.N r, InN, R'.:::i ~-. . I J'll H~lt;nN tDLJNN, MJ:~~,~_____= ------:#--~r ~ '" f" _-__ IJ __ BW.6l , Ji...~~~. ::: I !l.~1 _ ~;"l I Q..= Tm1 a:d~ ." 52 "" ~ ". ".:'.ri"'it -. os 8--'8.SJ .!ll.,o , i I I "' 839'.89 ::.: B-J9,'32 . B4L4.+ ~ "' !:;R"';'.3 M ~ B41.JB l( 1342J7 , 8+5.ui , BUn .l4$.~ _8-14_01 'IlB42st> , 6oI-UJ1 "84U)4 It 845.70 \i 842,4-7 , ~#AlJ ,0: 844_]8 "" -845.88- W~ ;; : \ 8~M'" < ,.[ \ I~" I~$~, ,.ll ~ 61~. 11 O49.B6 ~9) ~ I .611~.lH 8+250 --". 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"45.02 146.81 . . 8+5,)9 111 6..5..flO . a.ol-~B5" 84.f1.S1 ~~ sf 84Il.85 [tlNrnfTE ~.lJ-1 '" B~.'J '" a.:59..ol-O . 1lJS,SJ ... i!3852 ..wJ.M :.0: Mo,S-} lot l;l"',~ . 8+2.50 C8iWIl ----"'-9 sa~'01'11~~~~'...,,57+.59' . -------------.. ~oi-I-'J9 Jo.. 8<<.:8 , I tl 8~.J7 8 .B5 I II B'{U~ 1 ~!ill j ~.88 I 8<0"'11 'III 1 III I I!: I Il .s~1.61 ;.0 803769 I I I . m." I I I I I. B"l61" 8l6.!] >< 8.01-1.11 >; 84'291 --.. B.4-2.aJ x. 345.33 l( 8<<_89 . 844,8.8 . Wdl lol 6]6.1'3 }oI 8:!>75(i . ll. 836.75 x B4:L09 :.c: e.42.56 H 837.50 ,-' // CiSCI..At.lEH FOR 1H: USE Cf DlClTAL FiB THe INfOll"ATION CD"TAlN8i "'lIiIW lHIS 01>1< (JIl illCTRClIIC M 41l IS f>:j I r A!'t'EARS 011 lH[ 8CH~mfR WRPORATICI"'s ELEcTRONIC mr$. iSy acc.epting deflV'€fy 01 th~ (j~jtlJl 8Je, ttl-e recei~<< oqree-~ '0 in-demnrfy -tm<J IJ,l)Id hwmll:S3 Th~ So;:hnewt: C()rpO(~, tI1eit dflml~. DffK;e{S, .,gents, Qnd E!1l1pl~]'ee.s from arld (Jl;;alrl~t .any d-om~es. irlcllJlti.'1g but ~ot limJted t" recllioollbJ'll att-omefs i~, fewllilg mxn the U$e, d'r.IouibuUGrl. .c;hun-ye. or m(lo:lirlC~tio.n "I tilolJ ir'ifNml'J11M ~Mt<lhed 'ltIU,h wi~hOlJt _~ e:q)ress ...rIHtJ'\ jlerffii~iSlOn frOOl The xhneideor CQfPoration Thv rec:elYBr Fu[llier l.mderslDJ1'.l:.l tnol lile informcti-on thllt ml1Y b-e includa-d within Bsubject to per'odk rewisiuRS b)l The ~neider Cocporotioo {.J" ~he aient and theretore the informmlon ~(JfItQined 'Il'lthijn fs nQl warronted in eny 'Wtljl. I , -~- I ASSUMED NORTI-I SCALE: 1"=40' DJE.,b1IOILJI1['][ON N01rl:BS HOlEY MOLEY SAYS "DON'T DIG ~ "rrS THE LAW" ew.2~D.ll'5REfCflEYOOM 1-800-382-5544 <AlJ.lIlUfiIff PEIi ~.. ST~l[ LA'H IS-S!l-19!l'1. IT IS A.GAili5i THEl)r,'II TO EXCA\iA'J[ lMlJiOJl i'tOnF"r'1~G R UNOCl:(;j;Q}HD lOCJr.llltC g:]l~(El'OO (1) I/M:mrfG IMV'S &f'ai:E. CQuI,lE'NCi~G '~ 1. RflIOVAl OF E.\IS~H" IMPROYENBHS ARE IS NOlED (It{ !HE PlANS. !HE ~~ID<JAlS R[MOVEIl fRCM !HE SIlE SHAll 8E DISPOOlD or I~ 4 PROPrn AN!) LEG~l Ii~~INUl PEI1 FEDERAl. STAlE. CC\JWTf, ClTr, AND 00 lOC~llAlI'S AN~ ORDIHIoNa:S. ,. CON1RACTOR MUST BE ~WAAE TILIT E~5]HG BlJlllllWG BA5ruEHTS"-'I<D FOOND~TION5 MAY BE FOUND. PROPrn CAR[ ~UST BE USED TO CONSTRUCT PROPOSED F!)IJ~AllONS I.tID UlIIfOES 11 91m BE THE CONmlcCTORS RE5I'ON~~1JiY ro USE A seiLS EHClNIlR FOR RECOM"E"O~~WS DU~HG !HE SlIT CIlHSlROCllW PHASE. 1I1t CONTRACTOR Sl1All \'[RIFt AlL OIUEH~ONS ANO"ElLVA]ONS'~ IHE fiELD PRIOR TO START OF COHSmUGTIC~. THE C~HTI.~ClOR 5H1.ll BE RESPOtj~BLE feR All FItUl DIMOISIOOS..Al<D a.e:vAMNSOORI~G THE ElJllRt: CONSl]lIJcnON SCHEDIJlL If ANY Dls019'~N~ES ARE FOON~ IN THESE EW~HEER~G PlANS OR u.NDSC~PE PUlNS FROII ACRlAL ~ELJJ OOlmmOOS, lH[ CO~I.CTOR SHI.ll CONTACT THE UCDONALO'S PllOJECT ~mAGl:R IM~W1.TUY. IF my DiSCREI'~OES FOJNO 00 lI<E SJR'd:Y PLAN OR ACTUAL ml.D COHOlmws, lI<E COIITRACTUR 5HAll C()HAClIHE MCOQHALO'S ffiOJECT ~/jIAG!R IIIIIEI:lAm.r FOR I!<STRUcnOWS. 4. Alf CCtlmACTORS, BUI riOT U~IJED TO ft;E ExCAVA~OO COWfRACTOR (1Il COOffiAClORS, MUST W.E PAATICUlAR CJ\RE ~~[N D:CAVAmIG I~ AIID AROUND rnsTING UTIUTr llHES mo EQUI~WlT ACTUAl. FlllillOCATIDNS r:F AlL ]HE E~STIHG U]UTIES AR, ]HE RESPON~SiUlY OF THE CONmACTOR IJ<~ \lU5T 6E lOCAilll ~!Hrn BY THE REPIlESiWlAnl'[ Of ft;E lDCAI. UTIUT'r CO~PM;i OR BY A PRlVAlf VNOEHl:ROOWD U!lUfi lOCAnoo COIJPAiiY PRIOR 10 lI<E ST~RT Of EXCAVAllHG. ~I;Y ~IWI~UM CO"'" REQU~EWTS BY THE UllUTr COWmACmR OR COHTR!.CTORS. DR ~G[tIOOS, WrlICHEI'ER UlIUfY CQljpmy OR AWlOES. 1H4T ~AS JJRI5IlICnOll. 50 HOT 10 CAUSE OAl.lAGE 5. IT IS THE RESPIlH~BIUTf OF THE cwmACTOIl 10 WOTlf'l' Al.L mE UTIUfY COMPIoNIES /.NO OEPAADWH 12 HOUBS BEfllR[ COtlSlRUC~ON 1$ TO Sl4RT TO '.mIFY ANY ~~UTIES m~T UAYBE PRESM 00 1lI!: ~TE. -'11 \fJl1~CA]oHS. lOC4TIIlHS, SlIT, .1.110 DEPTHS SHAll BE liAllE BY !HE APPROP~IATE UlIUTI COIJP4NIES OR OEPARlIIENTS. \\HEW EXCA'ATlWG AAOI)NO 00 O'IER D:JsmlG UTIlmES, M CONTR..c10~ tA1JSl t/onFt THt: ~nlffi CO""A~Y 50 A REPBE5VlT~~1'[ Cf llfE U]UlY CAll 8E PRE5EWT OUBING lH[ EXCAV~TION 10 IWSffiUCT AND OBSfIl\I DIl~IWG ]HE EXCAV'TION. 6. HEAV\' C~'5JRUC~ON EOOIPMEWT lllAFFlC ~~Y CREATE PUMPING ANI) GrnEllAl ~ETEIlIORATIOH OF 1IIE 5HI.llO'IER SOilS IF r:<cESS SUBF4CE wmlllS PllESC<T P~DPER p~(CAUnONAl1r S1D'5 MUST BE 7~KEIl ~U~N(; llfE EN~RE CCNSlR\lC]ON SOIDJlE TO Alill!AT[ SUCH DI.hIA,G1:. 7. All COllSmUC]DN MEllfOOS AWD "41E1IAlS ~UST COtlFOOM 70 THE CURIIDl7 STAND/J1OS AWO SPWI1CA~DHS ()F THE F[l)ERAl, STATE. co~my, my. OR lOCAl REOO~ElJEilrs. \\liICllEl'EB HAS .lJRmcm:<<. 8. IT IS THE RESPONSI8IUrr OF 1IIE CONIBACTOR ill IHSf'ECT E'CH ~AY AHlI RlJJOVl' All MUD, DIRT. l:R~VI'l. AWD lOOS!: ~Al[Rj~lS lllWC.91, OUUPEI), SPllliD DR IlNO BLOIW FRD~ llfE ~TE 0070 OTHER ~TE5. RIGHT OF liA.", POBUC Cl'I PR"AT[ smEE1S 00 RoAOS, DRI\[w4YS, YAAOS, OR SIDEWAU<s' THE OO'llRACTOR ~U5r ClE~ OR "'CX UP D~lY IF HECESSARY. mE COIITRAClOR SHAll REIlUCE THE AI~S()RHE ruST OURIWG THE EtI1lR( CONSmUCTIOO SCHElIU\L ~ATER ~A~ OC IJS!J) AS A fl(D\l(ER 9. lI<E U~U~ES IWDI(All'D ON THESE PLAWS AlJO OH THE SU~VEY MAY WOT BE A COI<PlflI I,<VENTORY OF All mE t.lIS~WG UlIUllES PRESENT ON AND },ROUND nus 'SI1E. mE LOCl\ilOlf A.ND SIZE' or 1l-IE5E UllUTIES IIl>VBE APPROXlMA.T[ TI1IS IN'FORMAllrn-1 WAS G~,rnERrn OR SlJPPlJ[!) BY DTMERS AND USE!) BV llfE ENGINEER 4NO MAl ,NOT BE ACTUAL 1IIE rnCIW[[R SHAll NOT 8: HW UABlE FOR ANY INCORRECT CllI.USl[AI){NG UTILIli' IWFOIlUATIOO IN~(AJEO. I~PU€D. 00 N~r IWDlCAIDl Ow llfES( Pl).~5. , 10. IT &Ji-l!. BE THE RESPO!<~BILIli' OF llfE CO'lmACTOO TO SOOAlL E!<?UlSES TO RlJAOVE, RElOC4J[ AND OR MODIFY All OTIU~ES. PBJ'IA1E OR PUBlJC. OR DTHERMSE, IT SliAll BE 1IIE RESPOO~EIUTr or THE COHTRACTOR m VERIFY \11TH EArn UTIUlY COhlPAWY AND OR ~GElIT \\\10M IS RESl'illI~BLE To REMOVE, mocm. AND/OR w:nlrr SUCH V~L1lY EXlS]NC OR PROPDSU1 IT Fu~TH[R SHAll BE THE COHTRAGTOR, RESI'ON~BlUlY 70 VERIFY IF ANY F1JllJ~( unu~ES ARE PlANNI)l AH~ ;lOW IY "AY EFTOCT "!HIS PROJEct AHO ITS OW.'ER AS TO ~IDR rullJBf R[SP(JWSlBmES, 11. It/STAll cewsmucoow rrnCE Airouwe AND AT lEAST 5 fITl FRC~ mrrs m REIIAIH. PROTECT 1!lEE5 Awe ~OOT S-.s1E~ F1'~~ ~A~~GE JKJEy NO":Ir1ES o CD (0 o CD CD o o CD CD CD o REJ,tO\'E E~S]NG RClll. CUPE ~ S4W ruT CURBfl'AVIJ.;EHT ExtS]NG 5TORM SlRUCJ1JRE 10 REMAIW RElJOVl' >mITT ~CNfPCli. SAL'AGt: IINO RI'TURN m OIII<ffi 8(IS]NC gG\< TO !lE\lAIW, PROTECT DUP'N~ CDNSmuCllOH. REMDVE AND REiCCAIT ~RE HIDRANT PEll \l'mR COMPANY (SIT Cl0J) RIJjDVE EXlSllHG 1ll[[S, COORORIA1E \\ITH QWIl[l! PRIOR TO ~~()'IAL , BO;O\~ U()'rlT fIIJl.[, U(iilT, AN~ fQlJTlNGAHD REl\JRW TO D~rn. REIlO\\: SANITARY AWO STCIlU &wrn UHES 1.110 smUC1UIlES. ROIOVE W41E< ~AlH RWl'd: P~"WENT : mm 10 ROIl'N, P~QTECT OVRlN1; CCNSl]lIJCTrOH. REFER 10 SllEET nO! fOIl ADOiMWAL tNFOR~AllCW 1m! ElISllNG ~DE'HAl); TO BE REMOW fiEl.O LOCATE Elr.mNG SERI'ICE COWW<CTIOOS. CUT /.NO TEMPORAAllY CAP EXlSllHG OTIUlIES ^' LOCATION OjllEClED BY um.JTY (0. FCIl PJJ1JRE RECON~EC~1m TO NEW aDlLDltIC. RELOCATION OF UllU]ES SHAll BE THE RfSPON~BIlllY OF !HE coomAcrrn AS 'AUL AS COORDI"A]ON \il1jj R8.AllVE UTIUlY (OlIpmIES. CDHmAC10R 10 CAARY I<ll COSTS RnAlED TO U11l1l1' WEN51'S ANO COSTS TO ACCOMPU>>l SAID RELOCAllC/l. g i7f ~ rJ2t~t::f;- lHI".i [)l!:MW<G JoNO 'l\-IE 1OaS, O(.~~ ~ CQ1a:?C; COHT..\lN:rn HffiIJN .ul'! '&r: E:lO..IJ5lI'o'E ~"LftI~TrW1lil::SCl1t.IJDE'D ~1\(IloO,...w.o;Afi40'lrJE\iStll'" 1lFJ'Fl~...'...-u:"'iIoIP""'.11oM 1HlW!'UTW~Wfl-Qf"1III:~ <<JIlp(llO--'l1iQOL (;WmlOH~ 1;1'1 Iti:;: SClIl4:lIlD ttV. ~-' ~., Schneider THE SCHNElOER ~OOPORA llON Historic Fort I-lmrlOOf1 8901 Otis A....oenjJe lnaLCM~oIl.5. IN 46216-10:37 T~e-ph(;lna; .317.82.8.7100 ~a:o:: 317.825.720'0 'HWW. schneid~rc:orp.ccr'n ,t.,rch-lh>clure Cfvil Engineering EnvirQflm<:rltol E-ng.ineerin-g (>~t~hf\ic<J1 Serviceos GIS. US H(lm~ BlJnd~r Services Interim Des-ign Land 'Surveyinl;l Landsc(Jpe An~llitechlre lr~nsport(J(iQll' En9inre-erirl-g "" ~ Z '" ., (J] 0 i5 ., "'" -.. E-< E--< .ci ~~ "" -.. '" 0= ~ f:i If.l U ~ '-' 2iJ;; ~ < ~ o>;l~ "" ~ 0 S; 9:: .-; z ~ ~~ -.. !i! ~ UJ '" 0 .....:l "" ...:!;j 0.. - D '" o=:l "" ~ I:Q "" ~ :c u i:2 !:l"''IC: 1'"71'1:004 02/'27 j'JJ :lRJ,IMOS'f:: f ~~ USO ROR ..., """ SITE DEMOliTION PL.\1I ~RI>WIO ~ s,\111\OO+~~\C1Id.\D.lal XiW~ S:\;11\oo4\-dwgJ\(,M\n1Ol)l.c.d... XRU; S;\i'7\OO.oI-\fi:g_\Cnil\:ri-tiel.dwg ~TPIO,J JD 1L 01L ~ POINT Cf BEGINNING .N.\lCOll.Cf'MS-E-OTR., 5it1Dl2.1_1i~.~.3r.. HAVlTOH COONft'. 1fWoN~ I1C41l1lU'-'[lTMUCltR.. S[C11Qt,l2, T, 171'1.. R.. 3 N8~1I1'11'E 111m SIREET 675.83' .I'tt\4M,Ir, . a ItEW".$?MALFP.i."" ------:-- ,&5" I Iii I~ ~--tr--- l I Ii .. l I Ii I I Ii / ~ z '" i1 <: ,. :<; :;;: '~, ~ rtLOR'(TTh(v:.sTHAlFCFTI-If: N.W. Q-T1t ~ lMt 5.E. OTR... SEC"ilON'J.T.1J"rI-.R.JE., HM.tilTCH <:outm. HWl" I!'WOAOSPlKEf'D'I.INI) ,.""'" ------------------~~, ----- e e 1;l[.~~Al.TP....1H 8 e (~\SllNG ~x ctifSTOR'femc;:,:8UIl..[Jftr; tII :a HlII.LTtL\'~ll' 8ONlO ~ OOl.ll.IIsstONfJIS ~'tillt~~ ~'f: SII'ili" ~Iha IIJJ.1lI'I> ~ ~ 2.116' 1- 8 "" .., o ." q S8gll1"11"W PT.CH.QOI;RAI<B();?IN()'( BEI1A'tORAl...IV.lIH S';'S'IDI,INC. ~Il.crol}(] u- "'-.1 ~======- to ef7-x~O~7 10-v I l 1 "'--x--" J ---~ e ~~~~~) 6R59' TllE INFDRJIA RON COOJ..uN(D D11H1N THIs VJ$ CR ilLCTRoolC 1.lM1,. IS AS n APPEARS ON THE SCHJolElDffi ro>.POI!A notfs EllC1RONIC RlES. 8)' Ci~epting: deliv.ety o-f I:h.ls DicJltal FI~", tk(! ruel\lf!r OgtBBs to indmlnitr 4l'ld i'loloj hlJrmleS$ Th.e Sctm~er VJrp-QrQtLon, lh1!r- c:lienh;,. offi~<=rs" uQ.Sf'lts, and employees from end og.ainsl O1y-"damag.t". tr.durlil1CJbut not limited i., feooQflatlle c-ttorneys fees. re:ultinq fr-01\') the; use, ms:.ribulioo, chmi-ge. Dr modincctioo of the informoUon contained wil.hin: lllitho~l the e~preS3 lIrilten ptrmissiono from. Th~ Sc:hrl.eid-er Corporation, 1l:'-e re<oe~r f....-t/1:~ 1,ll1~~4!'Jds 'tttolthe il1loowJti<Jn 1tlQf. moy be induded ..liNn is wtlje<;t to ~eriodli:: r'V"l"~iIxIs b~ DIe S:chneid'!ll CorpOIQUcn or the al~nl nn.d thfi"~f(lre the informo~ton l:l'lI'Iiain$d wiO'lin f3 no~ \llt;rT~h\-<<I11'I OO'J \lilly, ILJEG~ ~l .--...............---...... Existing Sonitary Sewer Hp;~:{1 - ------- - Existing Storm Sower c=J ~~.............. N.. Storm Sewor - ------------ 5. Stlbsurfc:.lc€ Drain . N~w Sanitary Sewer 0 -----~ Utility I< Drainage ESIllt. 0 --- Building Se.lbaclo; Line CD -.- Existin.g 'tklteJ ~{]in 0 -.-1- New WtJtcr Mr.zin 0 "r:I Existing Fire H)'Jrant 0 ... Nelf fire Hydr-ont @ .. Existing W(Jier lIolve New W<Jter VQi'Jf; (0 -0- E;l;isting Fiberoptic line (0 E.isting Gas 1.I0i. & -,- E.isting Electric Un. -,- Existing Tel~'on. Uno New Gos U(]lll JT.!tlsm"s I:f' ftEASNiT GRQI,( -,- Ne'j/I Eledric line lIf:IlI1lU6TQI..'RQl -,- Ne'N Telephone L1lle 0.,.8. 1301, Plil;( Ie.:! IS< Exi~din.g Utility Pole ~f e bialing T(ee9 to Rem{lin -)I;-~- Existing Fence @ A ~~~ I ASSUMED NORTH SCALE 1"= 40 ' C"DONT DIG BLIND' ~ "Irs THE LAW" DlI.?~iNI'!~'I'SIl.'EfM'I'tft.I~ 1-800-382-5544 "'"-lOll"'" ffitDl'llAIMSTAItLAWIS....8'(H'99I. IT ~S ....~:sT TH.E: LAW 10 E):CNJj,re \I!IlliOUr NQ'TlF"'ltNGlHE ImD~OONG WCA liON ~CE fW {2) WCfOONC DA't'S eLFcm CI:M.IEHOOO I\QRK. COrtc:ret-e Light Daty Povement --@ Heary Duty P"""".nt g 6" Straight Corb Q 10' c.,rb TrCUlsition to Roll Co,b Corb &: Walk Walk ~ '" ~ H[]nd"tcDp Ramp Handicap Par\;ifi~ Sign ~.rea li~ht (tMl:rr.E.~~ l1l G/JorlfI'IOle ..i'l-.liljIt StJ't <M 'i" ~ Sil<:lliWllf1<J PlCII~ 9',2D' P"",ng Spaces - 147 9',20' Parl<ing Spaces - 5 (E.isting) 8',20' Porl<ing Spa<<s - 8 ('"",........".,,"1 Total Parking Spaces - 160 SII1I1E N01DES, ALL R,I.{JII "NO llll-lfR Dl~ENSICJNS FOO 6' STANDe4G ClJJia ARE IDH fJ.CE or UIRB. All R'ADJI AND QJli:Efi l>f],I~~ F~ z' l<<JU.. Cl.fflD r'>RE [{l BACK (If CWIl. IT SHAll 8E tHE RE:;poo~Il!UTY (Jf EACH COIf1l1ACTllR m ~1fY M1 rnsmc UUUi1ES M1l COOi100S fltRiAJMNf; TO 1lE.PHME CF Wellt:. IT SIW.l AUl:l Sf 11<( COIimAC1Oft'S R:E$P~ TO corrr.ACT lHE OM<rn:s. OF llif VAA'()IJ$ 1I11HIf5.FOR POOPffi STAAt: LOCATlVN Of (A.Ql UTUrt' BEmRE 'OK IS STARlDl. ME CCl/fIRAC!"()!=: SHMl Nom .It.I. 'GRIIINC THE owm 00 1tl[ ENGl:tim: rx: MlY mAnGES. OOISSDlS (R E'JiRORS fOUHO IJj DlrsE PlAllS OF!' iN 'J't![ me BEfMt_ WORK ~ STAAtm M RrllWf[) '.ERIN gG/+ LOCAJIOIiS. ,.(0) Sl(;N MQJlREM[N1'S 'I'Il1ll LCUL COYEmi:1C .l,UTftDRmt::,;. @ @ ~ e TEf.lPffiARY IRArnC OOIiTFI'll.. ~ iDSiRUCTl-oN 1(} CONFOO!.l TO APPUCAIU LtX'.II.L .4NO ST~ I( STA/'I[)AA(lS- All CC>HSTRU'ClIDN A.CRVny ON 1I11S S1TE TO BE. PERFOR'!iIED IN toMPU~Nc[ "MIH AfPUCMILE O.S.H.A STNiDARCS rim M:IlK(ll SIIUr. All DIL1INSlONS m M BJIU'llMGS iJ!f m M llff'gOE (jf 8UlLDIN{; F'OOlID,i,TIo-N IWML .fi ~ ARCifTfC'JU.C'W.. PLMiS FOR BullOJ~ [;IWrnstoN$. .D'I1CE w.au.:s SHALL 8[ IiON-REillFORiID CONCRm: -t !Ha. 10 EXFANSIot.l JOlNTS. ARt' ro Sf PlJ,(;fO AT .IlL 'rUtIJl; l./'f1\J6!cl1()OS Alto. ertvlre; WAI..i($ ~D PlJ,1'FOOMS. SV(W~l,K ;.oJRE:s ARE: '10 (I( EclIALtr 'l"M:El] 8E1\1{(N [l,PP,h'9O!"l JJlNTS, ~Ol .om ARE PtFPOOCi.Jl.J.R' ro S1DrfllfllJ:S AT 5' ~ irnlJ.u OR lESS 'lWTIi .AN D'PJiHSlON .,(ItjT EVERI' 20" OR LfSS. e e ~ ~=h W OIlt: si-cR'f BRlCil: BWDItlG _____________ i ____ I ~ ~/ o ~ D~lE; ttq!;: ~If"'~ ~ I1if O[,>,s, ~ ....u cowrAJUnl f.O~ . 'lto!r 1:llQ.lrn,,€ TI' CI' 'H:E. SCHNOOCR :E NOT 10 m: USllJ.'QR ~ PART. \IIlOlOlJT C1f~:E~~ """"""'" O>>'fRICJtOUl (;f 11ft: SOII'I"~ COOP. 2CPOJ ~~ Schneider THE SCHNElDER CORPORA l1QN Histo.ic FOrt Hcrrl'5(Jn . ll901 OUs ".\I8f"lLJe tndio:Jl'lop.,li5, IN 4621'G- '1 0.307 T~l'oephoM: :517.6:26.71lJlJ rmc 3'7.821;'7:200 W\M'II'.5I;hnmdercClrp.c-orn Architecture CiVil E"nqln~erln9 En'iiratlmelitol En.:;ine-erlng CeDhchnjcai S~(\li<:~i:I ~S.. US Hom~ Build...,.. Serviees Inleriow Design u.nd SJJrvoeyillg Lond-s:c<lp.e- Arl;l1ite~tlj(e Tran~portuli(l11 Engineering d ... 8 Z '=! 0 0=; &3 >--< is ..... E-< ;;j <- 5~ >--< ~ 0"' Q en U Q u :::il Ie E-< <r; !i: "<!;S ... ....:;oJ ~ 0 ~ 9:; t---1 Z oaf;;! I--< ~ ""'0 en:>! ~ 0 '" ........:l ... 0.; "" S z "" '" '" ~ ~ <- <<: 0 0:: u sa "'''' I ~~i17.004 02/27/03 OHo\IlNEI't: I w~w.w ~O ROR ~T mtr: SITE PLAN ~^'MHIPJ"I..ES: :s:\-n7\OO+\OV;S\CNl.. \(;101 XfI:g": So: \217\OO+~\Chil\OOW.rD; ~: :t\'17\O':)4\<P"1I:\CRi\7Ul)O.bh,g mu: S:\]'71p:}I-\~-.'g:l-\Cioi\li6e1.dlf1J :!jt1E!Tl'to-.: CRCOlll 7 DlSCI..AI.6IFORltEUSEq:wrALft.ES I. ----r " r ' t~ ......--.,....~ iT -r " C'1 :z :z ~ a~-~ 7 s;: Vl ;;:I I::: -< lUfP ~:;t; ~A.~ c ,=,~~ iL I~ f 3+4.06 84+. i1 ",..:,.- I 47.Ul,3J[ B '.'!;j, 4/l ~ <:0 ,. .lllgg,; '" ., o ~ BH,J'3U'l-4.21 84l'l J:5I.~ ij(l 8#.10 &I-f.JI B~.U M4 B4{).l8 x t1~9.'I.l3 19 B x &lj..)l '" eA3,5~ x BAD. I) !HI.38 x .a~2.17 . a~5.1S < 341T1 .84S-09 "m.DI , ~g.40 . ~4156 . 8.,J,fL'J3 . 831\:1 ~Al.o7 ~ <J",I.C\{. a+57a x 8'1.2.+7' . BH.4ll . ,..'" , tw. Ji < ~+s..13-6 8405-7 x 511.51 . S-I25(} e >C B~.5 ffi (~~~~'Wi1;~~1) -. 845,71 . ~ 8~,,1J7 ,.,.,!l 34G''"1 Q.LO,i;i.7 t1~ 95 I I I I r~jll I E'J98/ l ~1~11 I I r' I I I III : 'III I I ,I ~~~ " Jj sa9'll"" ~'",,,67~.59' :< .g,j7.61 :,; a4U1 8<<.89 ;0; 83'.rl9 8{91C /",,,, 1)olB.)2 B4J3.11 )0[ 8-15:S2 846..'.:2 ! 849.04- x 845ji5;.c: t ~4&OI ~4G.[iC 618..85 " 64-5 r7 .53 ~'aJ7.~4 )j &u-.SI3 I I I x ':la." I I [ I l~ &<!O.B2'" SJ5,IJ ~ i\oI.~~1 :.. 84:.03 Ie 84500 :.: 342.0'} :< B-l.lJ.3 1!: &~4.~ :. ijol.4.S.S , :( 6+4.32 ;II: 8.JQ.n PC; ~37_~; Ie. ~6.l5 " 8-!-i.M x ~41.5E. >(' ~.i7.50 1H[ IN!='M!JATIOO CC+.>'FAJhQJ lWTHU1 THIS iJjSX . Cfi IlEcrnO~lc MAIllS AS IT APPEARS M 11<, SaW801Jl ClJIiPOI<A DOlI'S IlEC1l<OilIC RLES By accepti".;J deli~ (:It thi3 rngiteJ file. tile 'e!::el-..er agres$ la i!100mnify ood hold harmless Thll Sdmeider CCl'porlJtioo, th.eir cJitn~" of&es" a-~enl:~. . Otl,j I/JITJplQyeeS norn and cgonst an]' dorno.g~;I:. irldudlng but lJo;;t limited. II) t'~~ona_bJe (IttCrfnei$ f~, fCSllIl.ing Iran the US4" _di:st~tl(ln. c.l1a"~, 0{ mooifn:;,m-oo of the Infc.rmatiorL COfItoJlI.-d within without the e~pre~ writloe.. ptlmi~irJn from The Sc~!der ~(Ilio::f,. The- feceWer further ulld.-!l"Jtoom ti\ot U\oi! irlformoti~ that.(Tl.l;)' be nduded within Is subject to pei(ldic reyj5JQrI:l by Th~ Sthll.eider Corp-orotiori GI' the Oieflt 000;1 ther-efoJre tI1e inFormcdion conlci'led witllin L:l not tfworited n 1lI1.l1 w~ . HOLEY MOlE'( SA Y8 I. "DON'T ~ DIG ,~ -~- I' ASSUMED NORTH SCALE: 1"= 40 ' "ITS THE LAW" cu!. '1 'WRr1\1jf ~iI,'I'S BErCRE YOJ DIG .1-800-382-5544 CAlllfllffiEr PER'IHWHA ST"'1[ l),i'!' tS--oS9-i'i91. IT is .I.G#.INST THE LAW TO D-:AV,i,lt: IlPifHour :NO~ TH:E LlNC~~1l LOC,l..l!CW 5ERVrl;1 mJ (2) 1ro1iKIo'I\; DAYS BEfORE C{'l,l~[NQNO: 'limo:. VI i!i '" ~ OlR.AJDJI:l';,;JG .W<()f]lJES ---- --- lLIE.G~ [)Ij 8-W,50J- All. GRAOE~ AT BOUNDAR'" ~All t,j[[J DlSOOG ~"'llES, IT SHMJ. Sf THE RESPOO;\]8Jurr ~ tArn C(\/'l1lMCR'fl:, TO ~ffilfY ALL EXlS11N' l1ilUTlfs AND CQNI)I1I:{lNS PERTAINJI-JG 10 THE FHASE: \E WORK J1 ~11 A.LSO BE l}l( C(lt(l'l::"..tTOR"S RESPOH$'I3IUTf ro-CClUA.CT'>>!E O~EiiS OF TflE VI,RIGGS ~1DJMS FOR PROl'D! STAXf lOCA~ON ro; EACH tlllUlY ~'.FORf WORK IS SfAR'JUl. ll-IE CONJRACTOO SjALL NOD" m I\IltIl'lG' lHEO""IR 00 lltE ENGlNrnl Of" Nff OtANGF.5. CinS900S, OR ERRORS. FOOI'W eN 1JlESE P'LAAS OR Iii Df: FlEl.D 13EF<R: 1I'JRJc: IS STMItO eft RE.StlMID. SlMOAAll Sl'((JRC' nONS FOR w: ON Of CIJMl., . lt4l1...1i... SIt.+J.l. APPLY FOR' All ~tAA'f ~ ~ 'STOR:I.l ~S . ID4PCRAF!y TT!JJFlC COI'lTflot [llJRl~ CONSmucn(JN ro ~roRl.l 10 APPUC)m.E LOC)l ~D STATE STAMlAR05- All O)ISffiliCllOH ACmlTI 00 1'HIS snr TO 6( ~ lH COI.I~ ~Dl AP?UcA51.-E OS-H..... ST~ FOR ~:WU'l". oorm,a.CTal: 9W.L U1NJWZE DMiAGE TO E>>SlltiG TREB- RElla\[ ANO BI.CI<F1l1lU. mAS IIIlIJllO ANT RElD "-E CROSSES PRCPOSED Bvll..OllolG PADS- AI.!. FiFJ1J llLE.S [NltRCEPTED m ~ PrnPrnJo\1ID INTI) S~ SUbER S'J'STW (lR LAK[. TI1t: 5uOCONTRA<:fQR ~AU. MOWi 1M IIlRJIIMC- 1HE o~m ~D M: (N~ ~ .Nf( OltuMSTNJClS 'MimE THl$ c.umor BE N.X'OI.IPU~ED. ALL fill AIlW :StW.l BE C(ll,l?ACllD TO AI l.[ASf 100 p[RWJr Of lli:E ~I,jUI,j DRY DENS1TY (ASTId D-I$l} .g. ill ARA. PMoo/iG SPACiS AND ACCEss mus SI-1AlL BE lllil \\Illt _ACE ;ID'f$ ,oi E<CUJioIG r,so (21:) .. ..w. DIAEC:Tlats fO COWPl..'f 'I'Il1H....O".... R(WREMENTS. 10. ;l,l!.- 5.:{lEiWJC: CR'O'SS SLOPES SHAll ~OT EXCHD 1:;50 {~,. ................-.....~. G ~-- <>c.__ ,)OO.C ~ [@jjjj v ...,. .. ("" \...."----"J--'-....AJ_'--../ HOm All TOPSDl SHAll BE lmlomJ 1Q A [![PTH OF 6- ItK:HES OR ..:s 01l-Jrnw5E INDICATED ~ D1f SOILS 1:t.l'Ji:SllGA.ln;tI R5'0R; BtRJRE IIDUJHJf.lG EAliTfl\\(JRl( Ac-nvm~ f;OI,lJ,lENCE. Vi'lL ~ TCPSDIl 'CAPASLE OF eElJrlG USED QN-SlTf ~AY I'iE StocKpnLO .oo-sm 11>ILOCAnOlot [lfSlGH/fTED Bf OIm~. AU. EXCEss TOP-SIll SHAll BE HA,\JI.ID -cfF-SlTf In NO M.lDITIOOAl COST ro OIilHER. NllTE TOP"SCI. s~ PlACED OI'l::JTf ~AU IDlfCliNlflY SEIDEll '.iJllWN lHRg DA"fS (f P!1.[ tcJ,IPlEl1DN. lE>:rE:tN-c~ 1Il.!lQl!ME!5 RAIlROAD SFIi<E 011 lHE IOl'ST "O( cr , P~OiER P(lLE ~ 1ltE tASI SllE Of ~1E - 100 fITI rro!'{TrI OF lHE PlPE UNE f1ULtPIt.J~ STATION fRC'M PRruOOS SCIlN~Drn CORPOR'~W J:III fill o-ATtD 7-2iJ-ag ELLVA 1100 .. M9..37 mu 11 !U c;!JT ':( CO< TflE SOO11!EJ,SI FUNCE BOlT Of A ~RE H)lJRANI NCRTfl OF ]H[ BU~LDI.NG i, I' SOlllH OF WAlK. nEVADOO D 114Q.~ &i.ting Storm Sew~ Hew Slom1 Sewer Subsurface Drain (S!l>~ Existln<J Sonitory Sewer N.. SQJ1itary Sewer (LIItlll'1U on. ~ b rllermI cnl,) Existing Contoor Existing El.",UOll Proposed f.,is/1 Grodes S.oI. Cr~de SwaI. Aooline(() Flow Aml. Utiily I< Droinoge Esml 8Ulldlng ~tlloek Un. Exisling Woter ~oin Ne.. Water Moin Existing fore H)'lrant Hew Rre H)'1rnnt EJ<isting Woter Volve New \IGt... Valvo Now Gos t.I~in Ne. Electric Un. N.. Telephon. Une Exi.ling UtDity Pole ErisUng Trees Ej(is[ing fence IJ;~~;~~~\ ~1': V~''=.I(I),(',r;'?~'"'I''' ~ . -:. .~::.~~h....m} 'i=-c'. ""I._,,,, 0:- J.tt: \q~lf..i~y.f.J ""'-<"oj<) ......on (jZI.J-~ ....m -e- 2.?-4] ~l]ft,l;y;mG>>m1N[mv..s.;lItSIQt5">>!l;) ~~ o;HlJIlI"lD HEIDt ,I,f!'€ THE ,on.u~14: 1I'IDHCTU.lt. H:Cf/'C1lITf q :!HE ~rnJ.FJZ ~1lOt.'lID.lJU:WOTTO~...~m ~.pt'lffOl1:MIlO".wllT....'J'M;Ji..rr IHfWT'T<ON1ENTQFIIIil~ --"'" eo/O'rIl;K".>OITI) IJl' 11-11: ~n<m!! COllIf'. "lO(I~ ~~ Schneider THE SCH~EJDER CORPORATION Hil:>toric Fon Horrison MCt OtiS" A\tll'nlJ-e Itl.jilJ[liJpoli:l:. IN 46215-1037 lelepr.cne: 317.B26-.710a Fo" 317.32e.7200 w,",w_$chneiderc::orp:co-m Ar.:hit<<b..I(1: Civil :Engineering Envir-onment,JI Englr\e.erii1g G-e(ll.eChnkol S~n"o;;lIl:S QS ... US Home 9ullder ~\{ic;~~ l'1terior Oesign lond Surveying loruj~capc Arcnite:c:::tlJre TrcnspQrt<Jl:j<,jil Engineerin9 z ;1 ~ :s <r.l 0 ~ W -----. ..... E-< ~ --:- ........ tJg Q !;! 0'" (f.J u A '-' !:';J1iO ~ <: !i "'dg "'" .....~ c::i CJ ~ 9E;l ........; Z ;;:; ~.~ ........ '" A ~ <r.l:;o -:! "" r=;~ "- ........ ;::::J Z Q on ~ P=i ".. g ~ i>:: ""m/27/03 r PRo.I:~l ~~OO4 OR"IlINIl"" I~~~~ RDR MIT'lnl.E: GRADING PWI :Im,o,llINlna S:\71~\[jQoi.\D\!lC:S\C1W.\t11Ji: ~U: 5.: \717\(XM\a..p\trd\~d"1 AAu: :i:\717\OO4\1ljop\Cioi\llilOO4c.dw<J rnEF~ s:\m\004~\CI'I'f\nfuJl."9 """.., <C1l(Q)2 8 POINT OF BEGl~NING '1,11 OOR,Of'im"S.E. O-rn... SECm'l 1, T LJ ~. 11. ~ E.. HPAlliCll O:OlUm'. mM,'i! " " " ~:J ~~lHu.I[OFmt5.[.-QT1t, ~--~~-~~~--~-------~~--~~~~!~~~~:= n,~.~.orl"H[Y1E.S!H'ALFllFTH( ItW, Gift. Of Tiir "S.E. mR.. stCM'l' Z. T. 17 fl, r... ~ t., /Jii'PllJmlAlFlJJtATOI Ho.oJOil,i'tJ,I OOJHTI,lo'OANA a~""TOF..IiCP ~~~[rooND ----%------------------------------------------- , m.~IW.N), 00i7Q1 ". rc , .- F'1t M. _ a::JB..:I. 10 ('llSw.I.i PAnI ~DiV...;e:J1.2 T_l~r-----T--T;--r ~Il.TI)lCCUlTl' BCINm crtlllllSSOFIEJS MlItt)ol~Ii-1S-4 , ~ gJ. r~o I 0 --v I l~l <--J (Y~~;J~~~OI 55911"11 'If ~7..59' I II I II III I III I I I ~ii III ~l!j~ III ii!'" . I .PT. (}!,lJl1ilI ARB<lI ilNDl 8IJlJiYJ(IR,Il~1H SlSID< IjC. """"""IJO \ ~ \ .. I ~ ~l ~) ~ , ~ \ ., ~l ~I I j I [)IljU.AM:Il ~ lnt: IltlI: I.A'" IJiUIIJIL n.= 1llE lW'ORllATImt COItT"~ED MlliIN 11lIS DISK OR lli~lROOIC llIlI. IS AS IT AFFLIRS 00 lIlE SCHNEIDER C()I;POOAlION'S EllClfirl<lC FIl.>s. lIy OCGBptin~ dtti'lll)" of Olls l>lgRcI nil, ~.__~'N' IJgt~ to l:nd.ert1rilly Q1d: h-okl horml~ lbe- Schneider Corparrrtion,. lb.. ellen'a. Gftict1~ ogtnu, and emplG)'ee:'l from end agcimrl 111'\~ dam\l.g~ 1nQ:IJQ~'l bu~ nDI Umltea \0 r.eosoncblQ lrl.lwner'B len, l"$$Uitln';l from the U-s~. IIstrlbutton, chOnge, Q[ m~tl-on 01 tho monnatJcn c;;.onw.illed 1ri1hii1 VljU'1Q1ut th, .expr<<l3 ",ntlen permI:I,iuo frQ/TI 111. Schntt:der CoIporotlon.. ~.,~.eiver ~rttl.ef l"lli~lJI'I~ that th.a. infGl1llotioo Ulat ml;ly be iI"Idudecli "j~ III wttjl:ct to periodic t.e_YI!bnS by Tho Sehneklllr CCYForotlon oJr the ~:t CJnd therefull the informDtiOll cootaina<l wit.hln 15 Mt 'II''\YT'GrIted!D DI1~ 1UTlIJL1l"'JI" N01f]E.S I. IT sw.u. BE 1l<E RESPOtISIaafIY Of EACl! cormLICfG'l 10 ~ loll. EltlST\N~ U1UJ11ES 00 COI!DmONS PORT/oIN.O TO lllE ptj.l5[ r; WiJRX.. IT SIW.L Wit) iE lJl[ CotflRA.C1CltS RElPOOS~1V W.<m1ACT 111[ ll"'ER5 llF 111[ VAIlJOOS !J1IJllES'fI.:I f'l(0Fffi STA;i([ lJ')CAMN IY' I1Dl U1Il.J1Y 8UOR't: WORK IS STAAlID, 1)-1[ ():,)flftA.Cl1;il SWJl HOTIf'Y. Of ~1lIl~l\I(OY;N[R""P lIlE__Of ""Cli~ ""_ ell ERRllRS Fcml OIllllESf Plo\OSCllIH 1HEmD roCftE 'Mll1C is SJNmD Cfl RE9JMID:, ~ $T....pAl!l) SPEl;IflCA'I\(1<$ roo THE elY llF C>Jl![!. :iIAU. IIPI'IX fOR /oil. SMF'"Y S('mIS .IND S10Rl1 srnIlS. 3. ....y PARl Of WE s.>IlIf.lllY (ll S1OO/j SE'mI - mJNNlN~ VNIllR FAI'fIJ II<EAS TO lIE BlWUm iolfH QlNMAA IIATEIOI.l. 4. THE ~ IJfi) lQC.I.nONOf OlsllNG tI1lII1I!S ~ ARE PER lUIllRU~n[l'l_ 1lYTHl: IlI;SPEC~'ol: \J1IiIll' tnlPlmS. ALL U1UJfY COOI'AImi SliOOU) IlE WJllfI<D ~OR 10 Al<Y mmllOH FtlR mD L0CA11ON CE SER\1l1S- .5. WAD SER.~a 00 m M aulDlIiG SHAll. HII'" A Sl-llJKfF VAl'" IN AI< =BLE lOCA~(Ij au~ llF lllE _ S. CONlRACICll ill ""'fACT III01.'JO\ ~I.S (OllI>l.iIi FOR ~ COW!EC11(l11 TO Wl~ llAlM caam:nou lDCAlIOO lS 10 BE COOIllij..1ID UlH GAS C~Pl/fl (77H<JO~ 1. llArffi lIE1EJl PlTl~i1ct;l1tJ B[DETaIIJI(ED 8YIJX,I.L WA.1{R -c.DW.urr. a. AIl~IAC1M1V1l'l1HlSsn:J1J1lE1'ERro<llllI IN CQIJPU/.IlCE .1Il 1J>RJC>ELl' o.~.'\' SlNll)/JlOS FOR I'roRJl:ER S>>m, wmE[S Of PlEA.Sl<<I_t IUIlOOSI 00"" D..aIM,PACEi82 t' Nl': 1N~.ll.1( I ~ '_:1 t'fJI:~-PJWf/ I , -N- I ASSUMED NORTI-I SCALE: 1'=40 I HOLEY MOLEr SAYS "DON'T DIG ~ 'ITS THE LAW' Clli2~0A1Smm'j(IJ0lG 1-800-382-5544 ClU.L.Ia.t.F!ltl p[R 1~4N"" STA.I( u.\f 15--59-199'1. IT ~ ,LG.IJ15t lKE lJ,W T~ EXC;AVAJ[ ~'mlWl NIJW'I'lNG fiE !J':[rE!i'GfiI'XJI.m LOCA]lJN EiR~CE "" l') i<ll>IIC DAYS EIC'JM[ CWl.iE}jQNC ~ - -+--------' lLJE.G-~ ...........;...................- -.. - "(f -1-11I- -, -, -,- -~- -.- -,- .. v...v..,~ i-- ~:..~ ~ r'I'~ ""'-.... l' aGImt 'Lll.\IE ~1iIIIU.!J'1lS./ t'fII2,6l'CUUo:JSEIDI1 E:<lstlnoJ Stonn Sewer Existing Scmitory So_ N... Sllnlt~" 50..... (tctnIIm.IIlIb"~") Sonltary Se..., oIeon-o" t il<l.. StOl11l Sower 4' 5ulr--SlJrf~o. Droln Utility & Oraloog. EsmL IlIlUdIng Sellxlck Un. Existing f...e ~ydr@1 E:.Isling '/later Vol.... N.. Wale, Volvo N.. \'101.,. Main p;,rung Woler Yaln Now Go. Main EKistlng Gos t.I~in "e.. E1l!ctric Line Existing Overheo" li.e He.. Tel""hooe una Exi~ing Telephone Lin. Exisllng UtUity Pol. Existing Tr... WATER SERVICE CONNECTION DETAIL 1U1I1DLlI1I"Y CONTACTS UI!iOl ... ~GcI:II~~ lSl/UJAllIJonIiSt RPOl!i ~ Idmo 4G06O (~'1~ - :JI~If:tu~, tZ2Dfcbr'MJ'~ -kIdler1~ r.dtM ~ml (Jl1~t-t501 at.m 1- ....... 22DKaI1hu.s1UlSlnci ~ftd;DoWO" 20--1m. II" 1-~J!2-MoW ....- ... ~~ I<<. ~~~ClwmtI~ Ci:rrnr..tI-u.~ ~11)B<<-B8l'T CIItllITf!Ini!Ica --"'- 516 (mt CcwrIIl Mot CtmoI.lnofiu,a;oI&M2. (311).M-~ aK~ ~ Senbl ~d'Gla- ~,o. kr ~u ~II.I/llticla~ ~Il)m-'''' ~SNer Ck't T-nmh!P ~ hI. ('J1W',cj fW50 . 1oI'\rll'1 c-,.....\'ft<I ~~~~i ~11) M4-11MI 5u.m sa.- Illy" c.m.I ~HQI,1 crM:'5opn Q:Imoi,~t!0J2 (3l1) !7t-i;<<1 ""'" a't,lIfClnrol/ Qt~Hal1 Qk~ <WoI. ....., ..." om !m-2:UI ~, ItoUI'oe: 'l'iUP> tm-.l1-300-:5lJ2-~ OWIU ~ 1-9lJ--U8-52<<I """ ihe.wbn. _ CIld~loo OJfvtll'!\l$...per ~Icnt ;:-;-=~ ~'1f':'~~~ :"..~~'=':,::~~and~od~to. ~m~oN~II"IIlII~lldbtdYi:Pd ...-. .._.......-""".........~ ~==.'d~~!lf~ lIId~ct :i; '" ~ ; .~?lif,~9fl~", 11. ,<<-'" l'a ....i:-\ ''';. ~ ",:: !PE1S;;,',)2tjO J.~'~ ~ ~-'~7" ".- I " <tt~~~i,!;~:ftj;~i ~.. .,~M 'MS llRA\!IINe Nfll llil! I~ PE$lOl.$ 0QI!ICUl'! C(tlIt~G1 HERO,... w: 1I1:E: [I( ItfInJ.[C1\J~L~IT(I'JHI CQIl~~"'l;QH, ,wp.d1: i'iU1 TQ RSPI<a,ua:Il..N WOLi 011I IN -F' 1Ill"1lom'I'Tm~'OFliIE ..........., ~1rn.ftT TI<C ~~ Q'WI. mc3 lIiE SCliN8Dffi CORPORATION .iist.oftc Fnrt Horris()r1 1:39'01 Otis Av-e-nl.l~ In-diol'lcpoIi5, IN 45216--'1J~7 T-e1e\Jno:lrHI: 317_82;5.7100 Folt: 311.826.7200 www..schneicerr;;o:l,p.corrl ~chttedwr~ Gi",il (ngin.eerin:g Er;vironme.ntnl Ef1gineering Ge{]techf\l\;;tJ1 St=n1ces GIS ' US Home Buil.jer Ser'..;ce:l In.teri.,r Des~q" Land Surveying Lan-ds,cp-e Architeo::tlJre- Tronsportation 'Engil1eer]llg u ~ o z~ OlE I--l - E:::; ~~ 0'-' ~ii ~~ -~ 5l~ l---<z ~'" ~~ ~ ...... en "'" ... ~~ og 0'" ro '::ill<' ""~ ~~ w;ij g i::Sj Q ~ ::c .sa ,::c; ~tn: 717.01l4 USO SITE UTILlTY PIJ.N DIl"'WIKGIl1tA. S\n7\CiX~Cl\".t.\C'Jro IJU: ~ \n1\OO4\c...p\C:"It\QlH,b~ Xli(f: S: \111\0l:M-\.h-IJS\CM\i11OO>k.d., IREF: 5.' \111\~\t'9!\Pvll\r~..IA19' ~~.: <C Jl. 03 , Il5Cl..AlIo(8'I FOIl 111: UllE OF DI(;IIAL ftI.ll:I HOlEY MOLFf SAYS "DON'T DIG ~ 'irS THE LAW' i:Ai.l2"1l(fjlJH(; OJo'l'3 -8E:FQ;;1['!'OO DIG 1-800-382-5544- . CJ.U.'m,I,nllI PER INr::IAN~ STAlE lAW IH9-19~1 IT 15 ~r TtE LAW TO EI(;AVAT'E 'MlHCUT NOnN G 1HE, tlNDEJiCR-OOltD L.DC.I.'I1Cif srRW';E TMJ Cl) \'ICRUjG 'll"'rsBEf'OR[~C\l;OAA. rr,E (;C-ii Cf" T~[ 'l,[ST h'MF Of TrlE IJ,ll.CTR,OfTHE:.:.OT:t, ~I,:Tl~i l T, !'; rl" R, ~ E., . li>>&:r;1J1J CCtJI,',. ;r.!{j1"'H~ POINT OF BEQNNING ~MlSofj . ~/i\Pft;O~7~Y?SATh"-I.' .. f'AL'ioJ..~ J.F~ rCilJIll :~I\~;rl~~~.~,~~t______ _~'~3____*,~, ___', ,..~,,~r~~'~ l~~c~ u. _ n _ -Fr1;~~;':"'~" '.:'~l-~:.:..=~~~b'!~~- -/l-'~: ~~T_~ ~:=-. -~-~~O~;.un n_ - --~!l1=-=::-:~~~~;1:< ~"" \. ,,. .>i' ''''. . ".,~'~6l 1O~~- ~'--l --.---r----c-----,-----,--.-,---. - ~N891Jr'i,.'E . 84lJ.Ol .' / ' _ StUN. 8+J.OO -'- --, M;.I_.w. .. ll' lH~9S ~._---rc__~_..F:" . S40.32: 5+0_16' B4'J:.2J _ . 4" . __~:t~~~_-h--~~ft.l.S..62 , / II I, <DOl 1- 111rnSTREET Sl97~~~~lL._ __'_ '.-----=-__ _~_ __-e,'f =n..s51 I, ~ I .::> __~~ ____~ ~_~___.-.--,.,...a3g,.ug~__.___~_&H);-7e-_~ _ .___~-gQ3b 8449......%17.1 , - ~ r-1ij-- +,- - - - ~.- - - - -- T'" - - ---:- -..--'-"1lJ3n-- "","" '" -m~ "'p",,,, . .,,'- - IllS9! ----'~it----.---- ~ 34213 .~' 3<5<6 _L~ _______ I~~~~-- _~~-~a-=-~ 2~ ~oJ~~.~I~'._S~h~ ~=l~~~~~~---~.f:;.~__ ~~~~~~t.:::-. ==B84;37~7' _ ~ -1~~_--=-= _ _ _ __~ L -~ 8;l~~- _ _ ;:?::::-.mcti:>- .,,- """Ll<./ -0: _o~~~~, ~ "ii ,::. .=:. " . 84~:O"'- - - '~. a4l41 B4l07 I _______----- . ;"~I C '3:! ,- \C- ~!~ 11HM sma.,) /" ,.:>;. ~ fJ~5 ~---BJ"I.V "-!" P'Ie'rW ::; ajlP .(' <.Y: /---1--- B-f400"1BM-II2!rlJY./l H"1 ~'RCf' tl~"i'Il"'C-!)S~J W.ml\IJ;'W~. 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I dill Ilt/j5 I III1 I I I I'I~I~I 5411f '! +1! Ii ' II I III=~.',I '.1105.52 J ~5~9.-25 15' , lai;~~33 a"'5 ,""" . . ~83712 ,. B.d.1 50! I '8S1ll59 . Bll't<017 . 340.57 . . B42.50 Ie 837 72 B3a81 ~;~ 8l7nXE]9~.sMH~~--~~~ . S691)t'i1~----....~I..m 674.59'. -'~,B9 Fr 'i. 1 I \ 49. IJlESTlllYtlfllCll:Bl.ftlDlN1} II I I 1 r~. RGP 4-2,.5~ ~'~!~2a':""J' 54'1.05 3.98 I 330 fJ S42</ M1.\'\ ..(.~ .'. . ~ ~ 8+2 I,.u II 844ll. . JI .:, 845.J2 ~~""2.86 84-2.51: ......... ~ I B. 861 h B<.5i'1., B'~~ S+217 CI - i II B+<.I3! 35 6' . 5.n ;/1 f l >I 84)_51 M5,72 &\.2.5741-" '. =_ .' a<5.lJ Ii il M2.2B j! 107 --.; ~~ 8~150" 1/ .// -~ .841,6;1. --- ::;:;::o-.:....~ tr~ jj k:)" B4:U'3U B42.56 ..{loi-L~. ~ ~,r;.---)7 ML1} 8-4,.31-------~~~;::~ ,./7 ~811',9/ ~ 841.68 //. ~~~~~~e5 _~~-;:::<~/ >c: SQi , -=-~,--- M~.17 ::< 351-73 -e . d41~ 84122 ~ ~ ~ 0: ~.n 8520&, i3Si. .~47~Or ~?J .,,....~>-.J 'l.1Hr ,,851.. 3-10.92 . (S, 'r~-l>!4.ffS;;;jlM5"B5 81"'i f g"':e~ as1 <2' MI05 f U --~ I J f ~ 8_'~. a<5.03.!., as \ , I . .'~5i5 ..8~.g(}:-Il ' ~~.24 ' , ..... i.' 7 S . 6Jn{ Ka'~.50 .' M5.5f .a~l ), . . a<<.~o. sJ4lF3 I , ~.70 X 1}4.5.11 ~ a+5.41 r --""--'.~g-- J \-----..,t-~ " --!i'- ' 8+5.7B 80\. .Fl-~ Mt.10n!+4.J1 ~J;.9\ 6<< " 840,1:5 ;i IH-1,J,8 . 812.17 iol -8--15.18 l<. 6~3.12 . -!+5.01 .~_O' -S47,!.;..l )( 839'.40 x ~-39.9.J o " -841,Q] ... '845.70 . -kl.a-'l- " 8+2.47 . a<<.+ll 'I E44.38 .. ti45.a8 B<546 ~ ,~ 7. l .:6~:)8~~:1~J! S48.11 849,04 >:: M5.92. $46.82 X ~45.85 >l J B.~91 S<6.sl !-IlI.a5 I'! 845.17 ~ 5!e"Il.E:~~'!tIC;.p~C"Ji'!!.l ~1r (/MiKEV 5ffi'!JlD RRlI ""'1\ . B+5.71 .... . S4.gB )< 337.61 x 8.:31.69 I I I 'a39 iI I I I I jx B-4C.52" ~36.Ij, '" 841.71 )I 845.80 >l ~!.)1 x M~09 ;0:, :!!42.0J . 34~3J -" 844.39 . MUB 101 e#.3L lC 531i19 ~ B~1.56 ,. B~.75 " 80\-2.09 x 842-56 . 837.50 n-tt: INF"CRld."'OH CONTAINED '~JN TtlIS !lIS!< OR" lliClRONIC "~L IS AS IT /J'PEARS ON lllE SUlNUOER CORP<Jll.ll00'S mClRCMC mf~ I j ~~- I ASSUMED NORTI-I SCALE: 1"=40' By aecept!ng d~1very of th~ Di.gilol File, the recejver (J9t'e~ to tufemnjfy .QI'\d hotd hQffi1less Th_\! Schneider Corporation. their' cl~l1tS, office:s, -Qljen:t.s,. and empIG)'efl.'l from and OIJoin.sl. Oil)' d'Jffiogc, includlng ~tlt flot"llmitL"d to reosQnuble altomey'~ ,f-ees, resultinq from the Ulle., dI~\rfblJtion.. dh~"ge, or modifu::GtiOfl -of the ilrQrmaiion- e~'olne,d within 1i!'1ti!illJt th.e ~X~~ 'ol'riH.en permj'!!il-en fr-om The Sdw,jder CorPOI'ctJm. i Tho:" r~eive.r furthll!l lI",derstar.d, that \h;'l in'orrni]t~ tl'ti"l~ mll~ lje: lnCJudoo lflIilhin 1s subject to periooJ); reW-i-anS ?~ The So:bne"-iojel" Corpl1flJtm or the CHeot iYiO there-fore the ir.loriJIclic:1n contained wiEijn ]5' not WOrTon-tee! in my 'ilCJy. . JLEGlENJo> G~ N01rJES PERMANENT SEEDING EROSION CONTROL AND SEQUENCING COOmACIQR 5I'.lJ.I.' NSTALl -.u ~EO\J'~ED Slt rDlCES. OlLT mAPS. r~EE PROJECTION AND INIfl PRDTECllQN FOR EXIS]NG INlffi PRiOR TO lllE START OF ,NY EARlN UO.NG 00 S lRIPPl~G. COIllRl.CTOR SHALL INSTill A 5101<[ CCNSlll~C11(lN ENTllANGE OR SllY[ O'!HElI D~SE PRIOR TO lNE ST,RT OF EAAllWIORK AS .u:cEsSART TO PREVENT 501l FROll B8NG mAC1<ED OR Wk'iHrn ~TO EXIS]NG ~OMlWATS 05 84(1.5J . SOO OR ERQSlO~ ~OL 1lLAN1\~ m1lEMPQRAAY C~SlRUC1lQN EN~CE 3. LAJol[} AltrRA"nDNS 'M1K;H 'STR'IP TrlE'lANIJ Of \K.GETAilOO, ~CWDlN~ REGRADIN~. SHAll BE DONE IN A 'HAT '!HAT WLl' YINIYIZE ER~CN. WrlEllEVER FE,SlElLl', NAI~RAl I'!:~HATIDN S'iALL B€ RrT~NED /.NIl PflOT!:CJED '1 CRAIlI,~G IS OONE INSTAll OlLT TRN'S. SIlT FENCES. SliJPE OR~~S. 1I:NPORAAT DlI'ER~(JtjS ANO amEl1 ~UNorr Cll~()l UEASURES M APPROPRIAJE LOCATIONS TO Kill \Ej)II$T CONTAINED 1JN SITE. ..... ^ INlET fROTECllON SEt SHEET B III V C6C1 FOR DETAIlS -<>--<>-- SILT ~CE SEE SHEET C80! FOIl OETAIlS +. All 01S1U~8ED AREAS SH,lL BE SU:DtI> /\NO SlRA. YtJLCNf]) AS S'iOIll' ON THE PLAN5 !~NEll1'lIH AfTER COMPl.ETIIlN OF G"OUNa AGT1~TT. FQ11 URGe PROJEQ;S. 1NJ5 SEEDING SHOOLD BE COYI'I..E1EIl1N PHASES 'S THl: OWfERENT ~RElS OF Tlj( ~T!: ARE COllPLmD. PIJl~ANENT ANO ANAll'tGtlAll0N 00 S1RI)C1\JRAL EI1DSlO>i COtlTR(1 DEIICES SHill BE ~lSTAlliIl AS SOON A5 PRACl1CAL UNDER TJ-lE ClRWMSTANCES. 5. NOTE: ANY INFORMATION DEPIC1ID .HEREIN SHAU, BE SUPERSEDED BY THE LANDSCAPE PLAN. ;. THE DURATilJ\'l OF DI,I;t: 'I\"HICH AN AREA. R-EYAlNS EXPOSill Sif"'-l 8E KEPT TO . PR,CTICAl NINlN~Y DEYr,;OI.<G UPON lNE WEATHER. If C(J!ISTRUC]ON AC]~)'( IS TO CEASE FOR i41Jf<[ mAN T'Iol) \'F.B(I, THE OISTURBrn /.REAl >HAlL 8[ !EI<IPOOM<lLY SEEOED. All STORl' SIWER INIfl PROTECTION OE'ACES >HAli BE PUT IN Pl),Cf AT THE ll~E EJiCH INlET ~s CONSTRUCTED. .t1t!" 7. S. THE CONTRACTOR SHAll UAINTAlN EROSION CONj;((ll lA[A~..m[S Arm [lE~IICES D\JR:HofG cn~STRUCT10i'l jJ.jD lJIH1L S1LTA]O~ OF IliE STR1l:TS ANO STO~Y SEllERS ~Ll NO lONGER OCCUR. WC€ ONsm: EI10~oM AND ~lTAT1Ot' or '!HE SiREn; IJm S10RY SEWU1S ~1li NO LCHOO< OWJ~. THE CONTRACTOR SH-.u RIMOI'!: mo ,I>POSE (If lHE TlliPORA11Y /)l(JSIClN COHlROL OE"~CES. SlT FWcE IS R[()JIREO AIlOOlOD All S~L STOClIPILb :fl4g.86- ~. 10. .l>1~.60 8<Vul.-'lB SITE SPEaRC CONSTRUCllON SEQUENCING FOR EROSION CONTROL Dl$ purpose of'-atO';jing coostru-ctioo during the wihwon phose of the projed is tD Ilmit the omOlJrlt o-f groun-d disturted crt. a'ny given Un'i! and to- cootrol s,qt from the IJfCe-s thGt lift disturbe-d t.o pr.cvool sit frOP! lea-wing. the :lite, F<< lhls r~oo. lh.e followil19 ~q'J.ern:;ir1g dLoold b~ follc"l~ IlS rnucl1 -0:9: 'posSible. . PRECO~S1R\lCTlQ~ ACll'l1TlES t In~toll terr.porory :ston~ aee~:ois. drilleS .1or' .er\~ro~~ol'! -c1Jd s~t f.;n(.e don~ prCilertw tin-l!~ EST ABUSH SILl BASIN ~, In~oll ~tooe- ooUel for slit bfJ5~ <J!: st!l]\'ji'l on tl'Je 1?1'1n! and -doetojb. 4-. bcowte the portion cf.Pood #I dosIgnat-ed 011 erosiofl control DI(ll'l~ os U1~ slit bll"lin using excavated mCilerioJ to oo~-d pond berm for lliie 11. Strip on~y 1]5 much areCl os n-eed~ (OJ piace lail:1O berm Olld e.nOlJ~h pads to plcrr.e exC'O'\f(]tiDrt from ril~~ ' ~, lnt;tlJtllj;p'~~ fQf 5~t tKtlin G-t p-oti.J berm. 5. (IQnsb'lJct \-emporlJl'y d'i~er'$iOf1 $\tGI-es to silt C-o::iin. ,. S~, 'llxe~vt.lt'" Olj,j fill mo" eorth...~ -8. Fine q~d~ O-!'l~ !aed. . 9. Install sucrw bole dams in swaLes. AI rip rap, bNhiw oM ClIrtJ dl!t prl)t~ttfOt', :;hrJll bl'!o it1st-alle-rl (l:'l; oo.:h Inloi!~ 1$ ii1$t('lhl!d- 10. 111$(oIll1ti1iUe~. . . 11. F"nil gro~e Q.nd :seed oil d:~r:bed areas upon c(YI1pletlon 01 s-tQml ~ellrer POST CONSTRUCTION AC'II~TIES 12. In!pect 'and mai'n~om 000 eroom coot'"Ol meMUre9 ~' ~~~1I!1e.d ir. Ih~ ~",9k)n -CQl'ltrOl ~1J::.ure, o:nd mo':lir..6'lM~ I"e~uiremenb b.ninlJ immeditrotel.y c:fter ""st~.n-iOft . }3. Remo\le sn fr-om silt basin stone ouUel: Stoo~ ootJ.et:$hoJI remom in pI~~ os the'~in\llay for ~1X',d #' l~. Rema~ :ndi'o'lduo:l mei prol-edioo and :rlrtl1ll bole d(Jm~ only after smIM.g i:"l eStClbllshed in each bos:ir1 La the point -.heHl: SIlt wDI not enter the pOl"ld, tI :!;~orm 'SelI'er "~tem ' -WARNING- THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONL~ FOR ANY OTHER INFORMATION SEE SHEET C102 & C103 I L l SEE SH EET C801 FOR ALL EROSI~ C~R~DETAILS & ~ESJ v. 5 '" ~ (~~~~%~\~. ~ r.' lPE1,!:;i)G?SD r* ~ '~'~.'S -',";\'c. o:!,~.j:f '~~;;C~~ ~~Tii>~;J~~ ~~~ '<Ie ~_+~..) DIIS IlAAWWO MO DIE 1lV.S, 1I'ESIG'15 Ai-ID o;:~~CCloIT,,*~~~ ~O:w;I~ l/O'InJ.Et1UALPPlCf'~t:I''TH!!iCHttEJO[R Cr>>lPc;HAf\ON. ioN'Q.w fWTTC!lI:laD- OR ru;p~, ~ '1I\"tI.'IU: ~ to( P/II'lI. ~l"OVT T><'IIillT1Dl~S[]OT~1Mi~ ~..nao . (l;) o;.~ ar TJ-rI; ~tIIlt>at W!iP.(m~ ~.., Schneider TI1E SCHNEIDER CORPORA nON l-1iet-xh:: Fort Harr~1'l 8901 (}ti~ A'Ienue Indkll'1-opoJi9, IN 46216-W37 Tl!loephOl'loe~ 317.826.7100 fo^, 317.826.1200 wwvr.$chlleidercorp.cOln Architecture- Cillil En.ginee-rin-g [nvinJl1menlIJI Enginoeering GeC1techrl]';;QI S"'l'vices CIS. .:l: LIS Horne S..,ilde-r 5ervi~e~ Intt;U"ior ~:5i9n l.ilnct :Sur.'e,;ng Lcndsccpe A.chitedul'6" Tl'an!podotion Enginee-ril1g .::; Z g ~ <:) 2'i ro 25 "'" ........ .... Eo-< -' ~u; '" g1;l ........ ::a ~ e:! ro U Q ""' ~;;; ~ <: ~ ""~ ~ Q 0 ::;; ,;-."" 51,., Z ~ ~~ >---< !>= --.. ~ U"l::s Q ~ 0 .....:l "- t=..:~ .- '" :::> '" Q "' ';;a J:Q <- " :c '-' 1E "''''D2/27/0J IPROoEtTNl),J 717.01)4 tlIU~Eh'. !~~SO RDR ~EJ:rll-nc: ER05ION CONTROL PL.III l)l!U.1IoIH;> "'-ll: S; \111\004\P'I:S\CMI.\CI04 lRU: S:\i'11\00(\ct-'f5\~\00Ib!ldwg """ <\1T7\004\pY,.\CJ.\1I1_"" )J:IEF; S:\117\004\,d'9l\C"M\rrllel.Q.g ~EETtoo:l: <CJl (Q)4 if) .1 Seeo2l4d PrepCllratiM ~..pl]l ~500 p~mb poer- oo:~ /;!r 9-~ J pClund~ p..r- woo ~'1- fl of 1:1:-12-12 Ol'Iol,.aJs tertli;z.u. Wor~ the fertill-ri:'l' intI) u,'!I soil to 'CI dll~~ of2-J 11'l<:he-e ..oil" CJ hu.rrmo, di,.1o: u< .-ck. <>pa.-o.t.d oo:nj,,,.,,, I..... ~op'" ~;5 1'Ii1.J~i'l .... pO./jJlolhl~_ '"'uk.... Ro!.. ~llJcl'l. i"!l ~Cl b4 appllecf llt 2.000 to :lI,OOO ~ou.no,;j~ .." \:lo;;n in IJ"PiI\J"li ,.,;.t ';:(l~eO by "I'"O";(l" (:oflWI blonlt",lJng.. Iolult:!'l mtJ~l be OtIcnored u-sh'il 0 mulc-h ~ftcll.o.rhg tool OJ" rcrrm. dl~ with dull. ;.,rtlt,d, :lltClI'9hl at bloc..", C1 bulldol-llr -c:~ob: dM-..e~ l.l.p Ol'l-d dO'o\ln "Jol'..!. F1g.UI"fI: ~2: P!lImanMlt ~ed MI~b.lro~ Spll'don ~~lr>9 ll'Jle !;5uitqbltl p" jba/lH're lCl1J1000 ~q. 1't. 51t.;. SLtitlltJ"itt' ... Cl"tlu'Ilht 'Orotrl'ild w.\ LO"'n~ ol;:m;! rl.iih"~ginten~~"'r-;;;- - - - - - - - 1. Ko!lnll..~..y Elu~.wI 13\J .3.Q 5.5-1.<l :2: F'o:or..nnioQl R....<;rQ~" 060 1.. 506-7.0 ~~~JC'lIl!r 00 :..~ ',e-1.C 3. rlJll F''llllCUII'TUrl' l~!!) 1)C) <i-,Oo '.5-1.-5 _fII~.~ ~ -2r.J ~ _ e..~7.-=-- _ _ _ --;---- , 1 - Fl'"llooed 2 - W.b r~eJ\ll. u InoC\.lI'=l1.twlth IIp.ecit'1c Inoo;ulant. T.,nporarj ~I!dln'l Dollr!l w.t,...,t ~ R)'lI Dab AriflllQI R;)'I!9I"o;IS$ NOf"J-I-rril)otllJ!d" Erri'il.,ti!~ [l()rm<l"~ S!I~dln,\!" II 1rr;~.QtiCJn n"d~ durlrpg this p-MO-d. To;;> ,<:''"ltn:>1 e-O&l.nt\ -ot Ume-s othoer fh(Jn il1 the 1hilck1l df~ u., ml,J~"". .Lo.t,/l summer ~".d:nQ 4ctlle Il'l(l)' b~ .-.:t~oe.j ~ dcy., if mula;h I.. ~llll.;d Inq"QH ,....c1Io~ op..lkoUo;on ~)i 50~ FIGURE 5-3 T...-npOfUt"1' 58Gcflr.g:ill krM (Jf s-1 iOOI.i 511, F't. At::rll "RernClI"k=: WlwJat or fijlfl 3.5 loa. 2 t>.I. CO'fef II~ 1" to 11(2- dnp Spr'II\Q Oa1.:s 2..3Ib.. 3 bu. C"''w'llor ~~pj 1" d...~p Annual ~gra:!l1 Jib. "fO rc'l- Co'oer !laid 1/+~c:I"i1~. " Not rr',e:I=l'Oa-y ",tiiH'<1 MLilcl1 III oppt.lll~_ 1 .. .. !~ II ! ! ,. $... SOL ~ ~I II (;CoNOInct<l Ii it ~ Tot.rant;:Il Wet ~om Qry t" ~. I d G~~ ~Il (lfO~ ere-I!pnq Red F,",::t<.. , 1 , , , , """~ 1 '0-25 12-13 7-21 , 'atUoC:c Nl:Irc 'Jo(9I'1tucjo;y61'.,1'l1')f(1~ 2 1 , , , l' "..,~ , is-~$ 12-1:13 ~o-2{l "T P~.:I pt>rtil'l$ls To-~ rl!:~" 2 , 1 1 1 I, Loo , ,..." 2,If.-3& 0--14 I T re-:ilt\.lC<:1 L cnmd]nlJC&Q Perenn.iClJ rMt"aIIs 2 1 2 - I 2 ~::; , 1~20 i2-t8 .'5-10 "T L~lt.Im 1l~.nnl1" (;(otI""nVll~e-r\ - , I , - - Co. j ,..f. ,- U-:i!l . CQI"QnOIQ YQr~ ~ed C1o...et I - I - 2 - - I.!eci I 7-10 .. 5-10 $ 5 Trifolium pratoen5e Ron.kltl1= 1 Good :i Mediurn - N.ot MlffOIlt "S-cH. ToierGncO) (\9 I;IIidh 34;lI1 ,cite ~ apr~...): 1 Tole(I::lr1':':o .. tJT lJedlum TollIrQI'I..e :; 'SIlqh~ .TQl.,r~ce FIGURE 5-4 SIlT F'[IiCE. Slit 'F-!lnce ,hall boe (I m03,;;hrnl"i -produced. r'lon-....o'o'Gl"'I 9"olo(!ixtil. of 100;;: :p-Dj)'Pr<lp)'l8ll! mMtll1g tiT. PI'\I~C:oJ ~l"OPllrtJes be-Iow. Alj S\~"3 llr'tall M 2~ X ,," h.'lrdwo-C)d 36-- tall with 21" len lath S1t.cl=llcd ,<;I stokes <l~",- rc~rk oe nin{oct:;...-n.."t ..0.11 '5~! i.encQ Dh~j boll pnf-.bdcol..-d b)' the 1t\.'p,.I1er. Ho f1-lIlo;1 -<.l:il~ernboly ..III bG DCC~tO!d . rot.rk 'llfo!,i~t.... Crob St.ro:=nS'lh...... . ........ ~ -D't/5yd ............"" IiIQrp 125 Ill., . . w mw__.-._.. m.m ...... WI'lI"J'l ~ " [lon-gotloo J"t(Jpe;;:oidlll ToklI- St~Q-~m___ .8ur:!lt.Stt'lorlQt/'io. ..""""""""""""".... m... 5() II:.~. ""."" 200 ~"I "'I R~leto"<:4.m ".. ~ 70 ,. /1..0.5 ... ,.....w........................................................ !iC-5o. Sl'urrj !"'\o"'t" Flote.... Sodiment: Retenttorl "225 wm/~. n .............."................... 75 '" ""1'1-1:" PQ:l:,t ~:st~~"I" C S. 0.<:. Gro-un'il SlJrf-cc4 Fm.c:. Poat Shoul-d be Burled l' E-&I-o'fl/ Grnund Surfoc: e 'Silt F'''nr,;~ tollltedd Sh~ld b. Buried e- Belo'lll Ground SUrf'O(;l.". DETAILQ SILT FENCE NTS 6" (~IN) Z'-J' COARSE ACGRECk TE ~romm: FASRIC TO ST.\I3UZE rOUNOkMN [ESPWALLY I~OOT.\IIT 'MiERE IETllESS IS ANTIaPHill) TEMPORARY CONS1RUCTlON ~ ~ EN1RANCE DETAIL EROSION CONTROL SCHEDULE ~t(r:w bQle Pion (o,t.,,) Profile Co.t.,,) SEDIMENT FILTER DETAIL@ e- ~. u~ 1r.fE CEOIEC1U FABRiC ruro IIUl1 ~l 310C [F"8~-~~ 1'1'" sn rEllCf rABRIC (f! mRcWED ram.) I',\J" tfF "JOB o.m CURB INLET SEDIMENT BARRIER ~ NO SCALE ~ ,. I , I * - SEE CHART FOR I.lNNTINAI'lCE REQlJIREMENTS LATIiS NOI(: I. SEE 'SILT F'ENCE OET All FOR I.<IA.TERIAL 5PEOfICAr,1l0N"S 2:. S1L r FENCE SHALL 8E F'FiEAS-S-EMElLttI BY -SUF'PUER. INLET PROTECTION - SILT ~ FENCE@ li" IiJCH. It ..u: l1:0TECmI f'iJl~r; rnm \W.1H Nu. 2: STOOE. ,r,l,Qlil-:-IItJEC _ 3. T fENCE F"ftB!<K:; I::R Ml"PIiD"@ [OU.,l.l} P4\IIr AJn. I(l[J PAVED AREA INLET SEDIMENT BARRIER g NO SCALE A dFf- "0[] 1 "5l'>PtIP6I!iI1 >I\. ~, :J ~ 0" MIN, TURN DOWN EROSION CONTROL BLANKET (NOR'" AMERICAN GREEN S-75 OR E:OUAL) EXIS'i1N~ GRADE EROSION CONTROL MATTING DETAIL @ o.wm~IIlIJZIi.ST/ofU.I','llEiiIl':l:" mw.lm1l'lUl.~llllI!U:~AT Pl!OEmIUlRlJIf:. SI'~ jIo.T1mG.om.~ 16.1.C. 0dlt0I ~ ~~1!U/IIn'\.5'l.ol'l!r...I'ttIlft'iIll'T'WIl"T' 1lEF'IJIlII!l...... ~ T"P1: RIl' ~wwz: Mlw.l..IWfNl. _1~1.Dit\1f5l)V1i:lI1IWI~m:r"~ (JI.lbW:(Ol(II.U<<~1~IIIr~MnM lI.JD:I:'I;.~~'I'mM"l:"!lWDU:lJ'1UD. 1 1\lEm:r5ct1ll:lUIICE1'KU11 "M1m1&H'ir~9IJI,V: mzG'"H~~lI; ~I. 2 QlII!I.lPt.In.D1IlJI5,.M'llPfJ llEI!LI/III1"HWlIii"!lll11lJ1lr .,l/IM:nt:IRERlIJ'H'lIJHIRAJ ~1aiIUL:iTVUJ'~l'I.'a:n :,f"J<<J\IIQ4lUllr$.l!IIi ERQ5lQ,j AIiO SEllKJ.l1 CO/HID.. P\.Joli 9J,INARI' ilil.D "((lli 5" GATA ProJrt 1D.I.G.I3UILDtI'lG ,tOOnCtl Iiowr~ pod PilfpQSC fflAlrflNIO GtNBI E.t:ljnq(.,;l~"'Y,2IJO) ~'CI-edl;Qmplroo.-.cfS.t.OeteIopmeni:J.JI.j[,2004 Fll:lOdp~a FlOCKfollU}' r~Ij:~, ~~ ~Qn4 Ld:e, Strr-om~ CI1G1~Il~ Uilch..s. WrlIQI1>n, etc.: 1otoo~ Ed$Urtg Soa Ipl .t tesaiptim (refer to DrUstCl)8 fl'epxt~ R~'c'ing Wo,dm 'w'ERNtm A'iiEJi L.(GAL QR.!m Poter.W .6.re<Is I'itoere StOf7l'l1lllltef i.lG~ Enter (iWllM016;, NOI1e- 1:.rl0Wfl ui!;t'tIQ ~g~: Th-t sii:~ 5 -=:overo"ld lIIith 9fllss cOO ~in~ lot. So;fStocJ<pile{a(JJWWArM!: I'kNPrt.pllMCi CMt~P!!l"SM !1:!d1rrd F. $teJdl & A5s~io:llw I~o;:. l't55 lfllSOSS lppleitm AY'H'lu-I: Menor:100H rGI~. 1M ~1 (152)"2-_ Owner. Jim BoIffiri'lri (26Z} 569-j5IS Mpcent Land Use: Nl'lth-R-esldmW Swth - Commur,i;:1 ~1'-c;o.'1,rMfM \1m - c.n_ Sit~ 'Sped lie ~ce ood Mdiliunal N\l\n; 'h- ll:ilaIe~ i'1oo1d b~ ~=fnK;led .....;1: $wbU~al "" NtIy \l~ ~':';oI b;1 pr@'m1t l'W'l-ott from leQ~ !:he Bill!', &oska o:ontroJI 1'<:.r e:I!'!I:tirI'} ~tld rlruclures rnu.J.~ be mlill101n~_ 81l2'l~,t n~-QjI-aWn 11;1 ~ QCflI1 CJ-.\J iOOll os ilOil'M 'J'"fI ~,ded. En!llit;ID Q:,I~~d plQ.!1:1- un: ir1-di...a.s.:.t bu'~diltg l-on till be 51Jbmilte.:i fc.r Gpp/'ollDi a~ ciQ(hlot~d':~opII";l. EROSION COM1ROL MEASURES MAINlFNANCE REIlUIRfMENTS S'm,W BAll ~,IJ,l MAmEH,l,HI;E ~TS l. II'I:KCT SffiJ,'ll' 8-"lE jJAlJ-S ,IJ'"JUl [A(:H S-TORt.I EV9n A.M) l"!OWll~ ~'I'f: !oN"! :smIWfT DfMSIJ'3 l\l .El1Sl)F1'E A~[{J..IAn: STOOJr,G: 'oumE Flll 1l-l[ IJEn RAIN, T,IJWj-G ~ f'j~T TO UNDSNtN[ t-l( OHROOWl B.>lES. 2. INSP[CT PU!ll])Cl.Il.Y fOI( OE1UlJlJl'.I,nlJl ~ tl.l,ll~:FRCf,i CCtlsmucnOH ACJ!'o'I'lEi "NIl kEPAIII ~tat .1 AfIIR M ~T?JBtJm; CRAW.<< ARt' Hil,S 6IDI Sl~L;zm REJU)'1{ M.l 111'),\1 Bo'irS ,IHOo SEIlI\iENT. IRHG M DtSruRBIII .lRO TO t:mOC.. 1J.J1.l StMJllJlt TI~ Sli..ifENCE~RWJIR't)OT'.i IJNECT 1HE :IlT rnh: ~'( Mt' >>1U!: EACH mtt.I, ~T. IF fENCE rlill1lC'i'E.i.RS. STNllS TO OECCUF"~ OR IN /1m \1I1,~ 8(CO\IES ~ ~ 1HE mECrm POPll00 W,!.IW.lim:t'. 3. REMQ'\[DE?<:iSITED SEDI.ImT 'M-lO'l n IDOifS H.IJ..F 1IEHEOTOF 1HE FENCE A. 11'5 LO'iIES1 PaHT C'I: IS CAUSING THE rAmIe ro s.m: +- T~ CJRf; ro .I,'I{ljJJ LWERllwHi mE mlCE OIJIl:iNC CllM 0lIi. S. AFTER Tl-t[ CQt1ffillll.fWlG DR,,;NJa MEA HJ.S BEEN STPSlmD. ~.Dl0"fE lJ( FUfcr: oWO srnt\i.OO O.EP"o:sm. BIiI'IC tHE 01SIUR9Ul ijV TO ~ 00 '5TABc'llZE. 'IEW'OIWl1'~T1W'"",l'mmlNU:RIDJflEllrnTS I IN9'ECI 1EJ.fFOR,IJr( ~orr l'RMlS- ArnR EACH !mRII EVENT 00 f1WEDI~lU.1 P5'~R A/'II' mDSIOH A.>ID PIP!IIG HOCE"i. Z. fI);l(l'l( SElJlIDr'IIEH9THA:S~"l'ID 'm ON[...j.(J,jJ"1l-l(D(3GN0CF'TH. J. REPl.ACE.Sflt.l.l'ArGR...\'!Lrl,~ra.OGlD.. t. IN:JIECT ~AJI~, .WJ I!E-Sffi} ~ HfJ1!SAfiT 5-- -Q-IEOi lJ-i[ SPUWAf OCPIH PERlOOlc.\lL1' to 8-l'SIJRE A 'I'tl1A.llrl! f$ t.S FT, OEP-lH J1'iOI.I THf: tD'r\EST PaNT (I DE SEiTL.ED M~ m H1\01CT PonT (f" ,H[ 'Rl.'tLI,"f ~. ,IJG> ru .IN'l' I.(l1I lRfAS m t.I.wnw ~ nrv"llll'1- "Pil[}l.lPTl'1' mJ'LJ.CE ANY DG't-ACfiI fmlM'. BElI'lS CAAEf\.t 11".....1 tlO mts IN tHE SPUWAl' ,om: ~ (;too.! C'fWl'E. 1. ,qm;; m DIS1IJRBm k":u,:'i fI.lr,\"t 8fiU $1.QJ:rw. ~~ ruE S'TIIDG1UflI >>lD SEU1tEJiI.~l'HM'SITE103l.ENO\KTH~I'IKAArAS..N-IlS.TAflIJZt SMIDBJ.C 0JlB Il'Q.ET :mWll1 B~)!RI(] 1W'.I~NfC[ lI[OOIRD./ENTS 1. ..s:P[-cTm;OOENll.Tr~liA.Wl.G[8Y~JRMFIC,A.I4Ii1fPo4Rlf If[CI~Y_ Il-I!.?[Ct M-1Ui ~ sm;&I OOIT, RQ!OId. SWIolEKT. 'llmIcm ~ J1I,I[t.' IT R(J.l}{!;~ HAl} lItE I-lEIOO [J:" \HE """'" 4-. OCPO'JIRElol'MD $iI'/IlElfi"WliERE I"l' '1llU. ttOTEM'ltR -sT<:fW L\RMi't5. a..ooe: Jl.O Gfl}llfa 0.0;8 1IW PR01(C1'I!>< YAlNl[H~ PJ:CVaIDOiS 1. ~ EAO-l SlORlil E'Ol. flDIOl,E M smtl.iDiT 00 itEPlAC:t ME GJl..\'4l.; mu.a:: iI-I[ GEOTEXlll rJ!RlC. IF m.. PERJCOIUU.Y rmKliE SWJ4NT, ANO mcmJ-OH ~ FR(N TH[ Sl1l'ffJ. 'l'mOJi rtUHG. 1(1 :!l:I:WCEdHE 7It11ID'T LOAD Il~ IH( t'UiB Ilt..ET PROiE(;'llOI.j. 3. llG'ECl ?ER1001r.AU:': roo O.-w.cE AND f!.Cp-nl: mY c:&\1ES FTIEE r:l'DEBRlS. +. WiEh M Cl:tURl8U'K 0IUJt.I.ACE' AJIE.Iri K.loS ~ ST.lElmD, RD,Il)'.[ '111[ caAl;tl. W ~. ~rEXIU ~~ mo ANY ~IT. mlo 0l'1'1:r.X: CF THEN """""-'~ [ROSOO 0ITRCl. BlJJ't1lD [SURFACe APPJED.) w.MEH~CE REQ.llRBlEJoi-r.l 1. OORl-N1i ~m"'1NE!$'ASlJ~I.IaIT. -INSPECT Arlm 5lIJRI,I OOfl'S FlJR 1o}i.Y ~ON eaoWtH~ 8l.>>JKET, IF mY NlE.lr. 'HI'IlS mO$lOH, Pi1Li. i.l.Q\ ~A1 P<<D~ r:q:' M 5L.MI<ET ~ IT. J.OI:l SI:>>l. RE~stED THE AAE)" N() RE...{A'f AIi!i STAl"I.E TIlE BlJHI(S J. AF'TER ~"'M .ESTAeI.!'il1JENT. IXO( ll-{ 1IU.[[JJ.lRO P[RIOOII:AU T. TEUf"(W.RY !;RA.VU CONSTRUCIm. Dl1ltWC[ UJJNmWrjC[ RfQIJIIlSJ,jOlTS 1. WEtT EJrlRol.ItC[ P.I.D QM ~ !N'IEAL ,ijl[A, \&KL"1' MIl QlER STOOIJ E'oCmCR HEAVY us.;. 2... R!:'SHW( P,l,O AS mtEl AJl ~ ~ il..JNOO' COtHIKlL. 1. TCAlRfS:S 'tllTK a:..EJr,Jf,S"lOE AS HmlEl. t. l\WEJMiaV RD,iM MJ!j M'll smuer mAcun CR WASHrn ooro P1.J1lOC ROAnS IW Bfit.I~G Cfl S\U,nlG. A.I.J9fR) ~ 0It.."1' BE LlSED II" l1i[ I'lUR 15 C1l>I"l'EYED INro A 5U1111E1fT1RAP(It BrIS'i ~. lttP~ 1'.N1'illRl>><DI RIJ.llI PA\oEWIT "101~tELl'. EROSION BLANKET INSTAlLATION @ ~. ~ OOP1'IlIGH1Ul 5"1 !HE SCIiNUIlEfl WRP:O~Il'";j. ~~ Schneider lllE SCHNEIDER CQRPORAlION Hji:)toric FOft H<Jrrision 3901 Otis A'o'f~nue 1.,d"IQf1OP1;lIi$. IN 46216-1037 Telephone; jI7.S2.6.7100 Fa)!': 3t7.825,72oo W'IrIW, sdll1eider-co-rp.com Architedure Civir En9jneefio~ En\jjronmentnl Engin-eering Geolec-hnlc<ll S€rviCe5 GIS' LIS HDme 8uilde-r Ser....i't;::s In\e-rioor D~si~!1 land Sm...~};n-g londscl')pe An;:hiteo;tl.lre TronspDrtoticf1 En.gineering ci ... ~ Z ':;i C'.l 0 8 .., ........ '" .... -<~ E--t ..J <:>g ........ fiJ r:::::l ~ 0"' IZl U r:::::l u ~&;; ~ < t;; tid~ """ E-~ ci Co-' ~ 9... ........ Z ~ ~~ - ~ lf1~ r:::::l <::> ......:I ~~ "" - '" "" 0 ~ ~ CO u 0;: ""'02127/03 1-=" 717.004 Pi!"~,_ n: I""'''' MSO RDR SHeHn~ EROSION COm'IWL DETAIlS {lltA1'IIPIc-rus; ~ \111\004\D1'Qi\t:l~ \taa-i """ .\11l\""'\""\""\]'~'" HfT NO,~ C8(Q)Jl II .1 == == == == ~~ == "9WWNi: lJ.~ AAUCJlSllNG . R-}4-71 EAYEJ2 AREA INLET@ ClI02 ~~LA~HID~G R-351/l: ASP H"'LT STANDA.FW Jl;EJ~F01l:Ce:D CONe. e"'SE [}1!.trNSj()i'/.S (It.!CI1ES) "'~, 1:,1 , [OM ,. , " ,. , '" " , . 33 ',0 , 3. 00 ... . 0 SPECIAL STRAIGHT CURB INLET@ ClIIl2 PAVEMENT o [ N 4" MIN .PIPE UNDERDRAIN IN PARKING LOTS 13 C802 r .4 ""-10 CJ'"' ~ ~~ '"Il! !'i r!AO'~WOEDl;E n [ , ., " JWj~AP"tro p~l(]~ S1&l ttSTM.LEl:l.jN PARIQ}f(i LOot. twlCiCAP LOCA 'Itt'~!; i- ':IlID 'MERE suus F,I.,aHG. 't STal aT'[, ROOHD OR SWA!i[, 'su 11 COOOlEl't S' STUl PIA:: rtl..Ell '6/ cmtCRErE II II II II II II II II ~ h ~~h i><\ili:i "':Ii ;;., '" TRAFFIC SIGNAGE 8 NO SC<lE CB02 ilnrsE DlS1K: SIOO r DiRECll]B'i~~ ~~...VttC8,l"s[ I X="W1DTH OF SlDEWALK" , ~XlrX<'4Il"TIli:N S ~O I SLOPE OF "-ARED I I SIDE SHALL NOT EXCEED 1'12 PLAN VIEW 5'-O~ PA'J8.l:ENT SECTlON A-A WHEELCHAIR RAMP DETAILQ;) -CONCRm WALK :~'- . '" .. ," .... ;:. ~ SCORE: 1/4-" R C O"-4F A-CTED SlJ&C::'V.OoE: SLOPE 1/4'" PlR rOOf CONCRETE CURB AND WALK@ CMl ....0....: "-"- 4" \',qOE BLUE STRIPE b b g 8' HANDICAPPED np e' " HANDICAPPED " I TYP. ~ s' FOR VAN ACCESSISLE HANDICAP PARKING STALLS Q ~D SCAlf ~2 [0" QIA ~ ... !'lOTE: AU S'lRIPES TO EE {- PAltHEO 'Mill[ PAINTED HANDICAP SYMBOL DETAIL ~ . NO SCAl[~ 12" RESERVED PARKING---- GRffij - 1ll"".'11NG TIJ'E (LmUl$) r B1.Ui: - LW"'NA]"G TAPE (S1'MDOI. BLOCl() """TE - IlUUI.Al1NG TAPE (a'exGRO\IND) .. ,All lCCfE omN - ILl.UMI,"~NG [WE (""ROO) GRIIN - [Ll.U"[NAnNG TAPE ("""00<) .. -__'AN Al:CE:SSISU:" TO Sf: NOW f~ SPACES r;~CNA.TED fOR~AT 1J5E. HANDICAP PARKING SIGN DETAIL ~ ~ SOOE ceaz l H/1" ~AC. 9, U~. SURFACE COU.SE 1" K'C. 12.5 M. INTERMIlliATE MlrnJ~[ 19 6' 151 $TooE o P'REP...F?ED 5lJBG$lAO[ PER INDDT No_ 207 lYPICAL PAVEMENT SECTlONQ (HEAVY DUTY) . \ Hit H.A.C. 9.5 M.. IUFfAa: COORS( t ~,A.c. ..., .u ~TEI1"EDlAlI ~1X1\J~E j'l " 151 STOllE L pR(p1>ll!D SUBGI".DE PER INODT ~o. 2~7 , TYPICAL PAVEMENT SECTlON@ cao. STRAIGHT CONCRETE CURB DETAILQ TYPE V \C3I . (D.C,A._"'. i '2-0'~' TYPICAL SIDEWALK SECllQ~ ria r TO SCAlf ""E SPA.CE eD-lIND itiE ClIRB SHAll. 9[ mifD 'MTti SllIT>\I3LE IJATERIAl TO TI-lE REQUIRED ELEV.AllON MD GDMPIllClID IN LJlI'ERS liaT TO EXCEEO 6" ~ 1JE:P1H'. SUBGR),OE UNCEP ALl CVRa. SlV!WAlX. ANO DRI~S ~t1ALi BE GOMP,I"ClED IN .A.CCOR-Ch\j.JCE. WITH SECilOf'.l :207.-0-:1 OF" THE STAND-MiD SPEClFlCA.11ONS. ~ ~.' ~::J - r;:~ , ~~ I S1:i . I o I '" ~ z ~ bi ~ ~ ~ I!J [i ~ I!f 6' 0" BE'1'WEEN S S N -Hl'~a- a-ETWETN DPA.NSJCN JDINTs- {MAA..i r;;i.'.i;i"{(~'~:;:~M;"';?;~;y'j;:;~':~~cj::,:,~(,";:;,:;';.i'.'j!iXf;{{(,::~c'l CONCRE1"E SlnEWAl~ NOT TO SCALE SIDEWALK DETAIL (;) C8~. IZ <OJ i'i U'i ~ ~~\~~~ ,.-: r ~:~~;""':9 "~<;' r' '(.".0\ f~, . (,,'0. . '" r~~r~~}x~~~ ms D~ll9t:^~ 1HE ~J~~S,RtO -l;;~TIl DOtI1Mi'IW H~ oIIM' n1l: ~twlil\lt: it<1D.1.J:t"IU.... il'R<Jl>ERTr' ~ toiE 5Ol~DER ~Jo~D'I,........utEHGTroll[U~rm ~. '" I'ltM.! OIl IN !"ART. \lIIlHWT lM:~~QfoI~'r~M.~!;JtR -..... WPl'FlII.tnW 51' 11;1: ~(;HNEJOSl !;O!lP. :(OOJ ~., Schneider TliE SCHNEJDER CORPORA UOO Historic Fad ~arrlgion 8:901 Otis A"enlJ~ Indil:;lf1!Jp-Qlis. IN 4621Ei-10-J-7 Telephone"_ 317J52.Et71QO Fax; 317.626.7200 IliWW .~c:hne-idercor'p. com A(ch~l~cklf'f CI"ii1 E~'.:1ineering Envir"onmental Engineering C:.eOJt-echnic'Jl Sll:!n'ic~o:; GIS . US Home E3uild~r 5e,-vjCe-~ ~nterior DeslfJ(1 L.oo.cJ Surveyin~ lands.cClpc Architecture Transpc.rtQtlol'1 Eno;ir,eering ,::; Z ~ ~ 0 A UJ ~ "'" t--t ~ E--< "'" ~ - gj t..l ~ ei Cl UJ U ~ '-' '::;1~ ~ -<r: 0-' ""g '" Q 0 ~ E-<,... 9'"' H Z >=' P<l"" 0--0 '" ....8 9 ~ rn:s <=> ... o..:~ t--t ;::::. '" Q '" ~ o:l g ::c u pa ""'" 1717.004 02/27/03 DFI..fINB"', I~[!)MSO RDR ~gr nu. G E:NERAL DE:rAll.S DI'I""f\lM'Q~ So: \m\()(H.\d~\CivJ\GlIlJl ~; S:\711\OQ>l\~\C.\fl\Ii~"I.g.,q 51tWI'lQ.; C802 ~ '" ~ C-or1NECT ro E){)Sl1N-G~ SERVlCE. PWG raR f'UTlJrtE: OOtHiECilON. PWO: 5HJoLL ~ ,,",8lE TO PASS Alfi PRESSURE tEST REClUIR"rn F"OR SE~ ~AI~. lIS( l;i- S('M:f< PiPE UNLESS Oni~'SE SPECIFIED NOlES- \.) /JJ. srn\lCE LITERALS 5H ALL BE A ~AXIMU ~ (F 6' [EEP OOTSlDE OF smm RIGlH-or-WAY. 2,) AI.J. SER~CE lAroRN.S Sl-1AlJ. HAVE /J. ~lMMUl.l OF 6' OF CO'l1'R 1\11Hl~ 1llE SlIiEET RIGlH-lJf-WAY, ~!~~;) _dl.!!iY:~ ..re ~:t.7-"J I'rIIS ~A~ ..i'IO lIfE ~,. OBl):iO'5 .IIIJ I;I;IiI~m I;~TALI<I[JJ HUmN ,1,,'1[ 1IJ[ [)lCUJ~ 1N1D.ittT\J1'oL~(;fIElI"1'Tgj;' 1H~:il,;Hi'/DQUI (mOORn,OH, I.hID AIlE IoItJ'1' to 'lIE u;rn 0Jl lIU'RWU<::m.JN'IIHlJliMIUP.IHT,\lIlTl1M lMWI'If\lV4W;2I11fJfTHE~ ~~"'mM ~00f'l'RJQfTUl!'!'1\-!I:SCHt[]~~~D-M:" TYPICAL CLEAN OUT DETAIL(1\ WITH PLUG ~ "'VI.( ~~. Schneider THE SCHNEIDER CORPORA lION ~istoric ~ort H(lrrlsi~n 8901 Otis Avenue lndionl:lpolls, IN 462115-1D37 Teleph(lJ',e-; 317,826,'100 fo:-;: ~17.B26,720a www.5dlneiderc:orp.<;0ffi A--A Archiie-cb.,lrol! Civil En9iileering; :EnvirOrHlHmtd Engineering -Geoh.d1lii-:ol S-eiYjC1j5 -GIS" US Horr,e Sullder S~r....lce~ Interior D~'Slgn Land Sur.~"jng L{)n6:9:ccpe Architecture: lfQnspo-rt(jti(m Enl.3illeering / cn..\lolETE~ #..'3 spf:ClnED ,/ ON PLAN OR SC'HEOULI: PLAN VIEW CONNECTION TO MAIN SEWER@ Q .... ti Z '" EOOEt.f:P!ri'.tMENT. EM: [1' flA'.UJ:rnl. :5 ~ CURB, wrro: ~ ClJ~El, G.JTIr.'l 00 0 ~ ~IU.RSfllU(1\f;f 94J,R SlR\;CI\JRE ........ E- t1MPUIlX'r;r/W IN !'E F\.9JC RIll E-< '" ;:-':jiii ... u?l ........ '" ~ e;1 0'" If.l U ~ '-' ~!;; ~ -c:r: ~ .,.,<1 lI'~~W,W.- ~ E-~ ~W\lBl,lL d r:..=J 1;CYP),ClEO 10'5% 9,., STAIll'.tmP'il(l:rr.oe .......... Z ~~ DOO1'l --- ~ If.l~ :3 ~ c.. r.;~ ........ ,.; ~ :::;, '" p::) l'- ~ ::r:: Sol Q;: GREAl'ER TI1/IN 5' FRO~ EDGE Of PAVEMENT \\11HIN 5' Of EDGE Of PAVEMENT N,Cl[: AlL &rlOLliG d 1NIlW..1llCJ:Fli 9i.'liSfttSTM.l..EIl IN 8' 101:2" S,i.l.NfCEO LfTS A li1ItiIl,JY;- CTUl:AA:;.HC(Si'}IIJ.. S[F'R(NjDED-CH[AOt~(F TliEIIf5T.\UEDl1IFE lfGEN D ~ ~mm:NG''''INOJ,l8lQ:FU 'i1AIJ.lE ~5TMlED rl S- TIJI1'DJ..LAN(1)~ ~~it,..-;;~tt~AL.l fEPiO'4JIDO'Co.OIsn:Of" M I~ST..wm 'PIPE LEGEN D ""'02/27/03 1~~~OO4 0lL&.1IIl8"'r. I(KMD ~SO RDR ..., .w> GENERAL DEl'.'.illl OII,.ll/ilNl;-~ S:\111\~\"'p\Ci'tj\CI.IlJJ XF[t; 1\111\004\~\C""'\JFIIGI,&f;. !liE(.1~ egO] Be -ll,JfSlDEWJ.lmR D.. IHSlDE~.wEl!R 11:.. 00'111 (f" BUDNG 1.IATERJAl BaJ:lIIIV'( !k..l.tIl5IJEOI.....mR 0.. IiSIDE DtA.lEETIR d-ct?l'HG"iEIDD1G I,jITtRl..llIeJJw- 0If'( TRENCH DETAIL Ci"., PLASllC PIPE (PI'C &: HDPE) ~ C,A.M, , 50t1-04- TRENCH DETAIL 8 PlASTlC PIPE (PI'C &: HDPE)~ C.A.IA_ ,500-m 15 J lJ.'.ITI'. tWWlA ".ooe;HJl '" I" j~, 1 i"!));flLlQitOUHrf ~OA~,() (f" roBIISSlllHiRS 1tlSm.~J6794 .<l .<l -II ~l I (1M, ~ ..:.'~_:.;tI ......: , 'Y~j I \ \ \ \ \ ------====-- 674,59' IL @~ 1RUSTEE'St::fPWSAtITCRQ\Il; lif(liiOOlST caftQl D...!!. t6\. PA<< l<ll flL('('IP..lJ'lHE'81:-1MOf"M rl.'ll'. .(;'r.~. cr 111[ 'H. l!!?~ ; : ~~~~J ~~"-i'~Lt~jr POINT OF BEGINNING ! ~ ~ g,.\~~,~ :;. rQ~~ ;~~~\~~t1:~,orE'. ';l . H~~~~r.j~~.J_~g~~ 1/ """I'DI' alUl"'. """'b=\-'-'~--':T'=.:---fu _n~_---_ ----'- -----~'.\---- - n:a;;,~;~ ,-.- n." 'r - n-----6;~;J~ /r'-n.~.' _______'-n--'n---- ---- . r~ II I .. .....slJN(~T.. .. ..,\ f I l11TH STREET ;; 'I PR"~''''iJ2.> . ; . 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Ttll"" Pf.R INJI>>lAS;.-.TE I.);W 15-69-1191, IT is A~T HI.),' 1'0 [XQ,V,!,l[ w-nnJ-T NO'T1f'11Nt THE U~ER-GWJ!oIll LOCAOOi :D'OC'E li\I'J ('l) PKfi'lG DA~ wtft: CDI.II.IENCflG ~ ASSUMED NORTIi SCALE: 1"'" 40 ' TREE PROTECTION DETAIL @ SCAlJ!, NOT ro SCALE LEGEND p'~ .-.r'Vi EXIS~NC TREE JO RfJ.\AlM ~ UlSllNG mu: TO BC lJ(AN~l},NTfD lIJIPORARY CONSlR\IC~ON FENOM" FOR ml'[ PRESERVA~UM 'P<A5 TREE.PRESERVATION PLAN NOTES: , IDIPORARI COHSWUC~W FENCE TO 1U BE USlJ) FOR 1R[E PROTI:CWJN ~;Jl BE INSlAllill FI11C1l TO COIlS1l!llC~ON AIID HEU~M 1M EUlCE IN PLACE UNR CCfjSl1lIJC~OO IS CaMPlITED. 2. lllE j'1UPCRAHY CUNSlRUC~l)l< FtNCE 'ifLtU BE INSTI.IlEIJ 5' FRO~ EXIDIT cr T<1E TliEr CANOPI l. A SIGN sr']MG "TREE PR[SERV'~UM lOMt SHAl.L SllNSfAUlD ON lHE TEUPIlI!ARY CC.5IRUCTIO/l FEMel"" I. SCRUB mlIS, \\[[l) TREES. /.N~ ~EA~ DR ~~NG WIIS EXISIlNG eE"rOND '!HE COllSl1lIJC~ON FENCE UAY SE IDOVED. g '" :> ISlkrhtu~ ~'\ ,,--.:O.v.~ --':;~~~fjLST~~i:'._:.p '\ ,: c::l\ ';ii 1*: 299~~004 1 *1 \~\,_ STAte:;- Qf",/t;! \~.i: CNQ,t"!c.' CAlI:;" Z1.~J > ~ 1,11'(.0\11)0.. >>iD n.r lt6S. <<-9:~ 4MJ (:QJ<<:EJltS t.CtoI"llIfRI >IEImN .AA~ DIE ~'4 ~mu::1;1UAl.. iM~TY I;ff ~ ~ ~II.lp<;N.~O:~i<<Umlll'!u:smOR: llD~.R.tIM->d..[{lRIHI"...wr.~ltIWI M v.r!IT'IEN ~I Of TI"It: 'SCMJU.al """""-, ecrrm!2fTm D~ 1H[ ~ CUIF'. ~OO.)I ~~ Schneider 11-1E SCHNEIOER CORPORATION Historic Fort Hcrrison 13901 otl5 AvenlJ,e IndianClpoU~. IN 46.21Q-l0~7 lelepoh.,ne: 317.826.7100 f'J'x.; .:517.825,7200 "!fII"".sdm~i(!ero::arp.t:cm Ar-chH:_I!"C'tme Ci....il [f19in<:~rifl<J u-.'WironmE".nlol fl1gineering Go€-oiech:niciJl So;:rvil:e'.i GIS'US .- }1ome Builder servi:r::e'l Interior' D.;s1~n lllnd SUfV-e)'ifllJ Londscooe Architeciu~e Tr(lnsporto~;(Jli [ngin.;:t>rjnq "" g Z 3 en 0 !S "'" ......... .... 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'Prnjrc:t ~b.!rl :))-10310J ~ '" '" ~ OA II ~ ~~.~ : r:./'J U1 I- ~ ~{)O~ I . .E-<W~~ ~;:11-~", u _or..> 'I ~~ 5~~ fJ} a: ~ <r: <( ~ I ~ o I ~ ~ II ~ Dra......ir DDS Approved' date cornment~ :::J f,-, " } I.. -1\ : i~f REVISIONS Job, 2] :J4-eU2 Date' 2- 7-03 Pl (~~ -if Pi ;en z o i= C5 o <~ r:r:<t ~z i:jj<< u- 20 Oz i=- <( w 0::' U-' ~UJ 0'" ~Ct: z<< 0'-' i=~ <: u ::> o w >- f- Ct.:: '" :z: LLi ~ W r- ~o <n'" ::z z (', 0.- <1::.0'--'--- OW;-.t~ .--J U :~o: w ...,j. L..o If)",,~ >(~;=-- i W zoCIJ....... o Z ZCL~; -w~,-.--... z ~~.:: -4.: - z- Cl z <C",z <t Ct.::""- o f-- o ~ z CJ t- e ... SI1.ee-t E:r1A ., 1ft:; o KAD 400M Arm-mounted Soft Square Cutoff o Coefficie.nt of Utilization Initial Footcandles KAD R2 Test no. 1193083101 o COEFFICIENT OF UTILIZATION .1 .2 .3 .4 .5 .6 2 >- '" m '" z '" Z => <=> :; ~ ., U> >- Z ~ ;!; ~ z ~ 0; 4 6 o o u o 400W Metal Halide lamp. 32.000 rated lume:ns. Foot<<;::andle values based on 3D' mounting height, Distribution Type II. cutoff. KAD R4 Test no. 1191110101 o CD EFFICieNT OF UTIUZATION o .2 .3 .4 .5 .0 2 ~ !ji '" ,. '" z 5 ~ :s '" e- :;: ~ :!; w Z ::! '" 4 " 0 o o o 400W Metal Halide lamp, 32.000 raled lumens. Footcandle v.alucs based on 30' mounting height, Distribution Type IV. cUloff. Electrical Characteristics Line current Primary Primary (Amps) dropout Input Power Regulation Wattage/ballast voltage Sta rtiOpe rating voltage watts factor I%f Line V = Lamp lumens 120 2.50/4.00 55 400CWA 208 1.45/2.30 95 Peak-lead 240 1.25/2.00 110 455 90+ fl0% = fl0% Autotra nsforme r 277 1.1 0/1.75 125 4BO .13/1.00 225 o o KAD R3 Test no. 1192040902 COEffiCIENT OF UTIlIZATION .1 .2 .3 .4 .5 .6 2 ~ '" ~ " z '" z => <=> ::E ~ <=> '" >- ~ i": w u z t; " 4 6 400W Metal Halide lamp. 32.000 rated lumens. Footcandle va~uBs based on 3D' mounting height, Di.lribul'lo" Type III, culoff. KAD R4HS Test no. 1192061101 CO.FFlCIENT OF UTILIZATION .2 .5 .6 2 I- :l: to W '" to Z '" ,. '" !ij] " "' :;: " :;:: w '-' ,. :5 '" 4 <; 6 .3 .4 \ \ 400W Metal Halide lalTlp, 32,000 rated lumens, Foolo.ndle values based on 30' mounting .haight, Dlstr:bution Type IV. clltoff. o Tested to current IES ano NEMA standards under st8bilized laboratory conditions. Various operating factors caD ceuse differences. tlBtween laboratory data and a.ctual field measurementS. Dtmensions and specifications on this 'sheet are based on !he most current available data and are subject to change without notice. o Notes: , Photometric data for other distributions can be accessed from the Lithonia Lighting website. Iwww.lithonie.eoml KAD R3 RJ Test no. 1192[)41502 COEFFiCIENT OF UTILIZATION .1 .2 .3 A .\ .6 2 ~ '" co '" to i": i": 0 ~ '" co e- ~ "': w u '" ~ C 4 6 40aw Metal Halide lamp. 32.000 rated lumens. Foote.ndle values based on 30' mounling height Distribution Type Ill, cutoff. KAD R5S Test no. 1193111901 ~~EFFI~IENT OF UTILIZATION .2 .3 .4 .5 .6 2 I / 0 e- '" to ~ '" ~ z ~ '" ~ '" ~ z '" :::: w '-' z ~ Q 2 4 6 400W Melal Halide lamp. 32,000 raled lumens. Footcandle values based on 30' mounting hetght, Distribution Type V. cutoff. Mo~nting Height Correction Factor (Multipiy the Ie level by the correotion factor) 25 ft. = 1.44 35 ft. = 0.73 40 ft. = .56 ( Existing Mounting Height)2 = Corrsction Factor New Mounting HBight o - ,~ LJ'THDNfA LIGHT/NG An <5AcuityBrands Company o KAD-M @2000 Litho",. Lighting, Rev. 8/02 KAD-M.PB5 17 u llthonlH lighting Acuity lighting Gro.p, Ino. Ourdoor Lighting One Lithonia Way. Conyers. GA30012-3957 Phone: 770-922.9000 Fax: 770.918-1209 In Canada: 1100 50th Ave.. laciline, auebec H8T 2V3 www.lithonia.oom o ,~ L/THDN/A L/GHT/NG - FEATURES & SPECIFICATIONS INTENDED USE - Ideal for parking areas, street lighting, walkways and car lots. CONSTRUCTION - Rugged, dia-cast, soft Garner aluminum hous- ing with 0.12' nominal wall thickness. Extruded 4' soft corner arm for pole or wall mounting is standard. Die-cast door frame has impact-resistant, tempered. glass lens that Is fully gasketed with one-piece tubular silicone. FINISH - Standard finish is dark bronze (DDB) polyester powder finish. with other architectural colors available. . OPTICAL SYSTEM - Anodized. aluminum hydroformed refle"tors: IES full cutoff distributions R2 (asymmetric). R3 (asymmetric), R4 (forward throwl and R5S (square). High performance anodized. segmented aluminum reflectors IES full "utoff distributions SR2 (asymmetri cl, SR3 (asymmetric' and SR4SC (forward throw. sharp cutoffl. . Segmented reflectors atta ch with tool-less fastene rs and are rotatable ond interchangable. ELECTRICAL SYSTEM - High reactance, hign powe r factor bal- last for 100W/150W. Constant-wattage autotransformer for 175- 400W. Super CWA Pulse Start ballast required for 200W, 320W and 350W (must order SCWA option).Ballast 1S copper-wound and 100% factory-testcd. Porcelain, norlzontal, position-oriented, socket with copper al- loy. nickel-plated screw sheil end center contact. Medium-base socket used with lOOW & 150W. mogul-base socket used with 175-400W. UL listed 15DOW-600V. LISTING - UL 1572 listed for wet locations. Listed and labeled to comolv witn Canadian Standards (see Dptions). Catalog Number rvpe Notes u o Soft Square Cutoff Lighting KAD ~ o METAL HALIDE lODW, 150W, 175W, 200W, 25 OW, 320W, 350W, 400W 20' to 35' Mounting o o J-r 7-1/S' ~mf I q 1-4....j (10.2 cm) Standard Dimensions o EPA: 1.2 ft.< Weight: 411bs nS.6 kg) Length: 17-1/2" (44.5 cml Widtn: 17-1/2" (445 em) Depm: 7-1/S" 118.1 "ml 17-1/2" 144.5 cmt o u ORDERING INFORMATION Example: KAD 400M R2120 SPD04 Choose the boldface calalog nomenclature tnat best suits your lleeds and write it on the appropriate line. Order accessories as separ.ate c.atalog numb~r. [J I vo'!age I 120 2083 2403 271 347 4803 TB4 II Series KAD 100M KAD 150M KAD 175M KAD 2DDM KAD 250.M KAD 320M I KAD 350MI KAD 400M' Mounting Square pole 14' arm) I stan d a rd) Square pole (9 ' arm)5 Round pole (4" arm) Options Shipped Installed In Fixture SF Single fuse (120. 277. 347V, n/e TBf DF Double fuse (208, 240, 4S0V, n/a TBl PER NEMA twist-lock receptacle only [no photocontrol) LPI Lamp included PO Power Tray 10 WTB Terminal Wiring Blockln QRS Quartz restrike system (250W maximum, lamp not intluded)J CSA. Listed and iabeled to comply with Canedian Standards SCWA Super CWA Pulse Start Ballast (n/a lOOW & 175W) Shipped Separalelv' PE1 NEMA twist-lock PE mo, 20S. 240V, PE3 NEMA twist-lock PE (347V) PE4 NEMA twist-lock PE (480V) PE7 NEMA twist-lock PE (277VJ HS House side shield (R2,R3, R4) (SR2, 8R3) KADVG Vandel guard KADWG Wire guard Accessories: Tenon Mounting SJipfitter Architectural Colorss . Standard Colors DO B Dark bronze (standard) OWH White DBl Black SPD04 o SPD09 RPD04 Round pole (9' arm)' Wood pole or wall (4" arm) Wood pole or wall 19" arml"s Wall bracket j4' armIs Wall bracket W' arm)' (When ordering KMA, DAD12) . Shipped Separately KMA Mast arm adapter KTMB Twin mounting bar DAD12P Degree Arm (pole) DAD12WB Degree Arm ~wollt RPDD9 WWDD4 WWD09 o Classic Colors DMS Medium bronze DNA Naturel aluminum OSS Sandstone DGC Charcoal gray DTG Tennis green DB R Bright red DSB Steel blue I- Distribution Hydro/armed RellectDrs R2 IES type II asymmetric" R3 IES type III asymmetric' R4 IES type IV forward throw' R5S IES type V square Segmented Reflectors SR2 IES type II esymmetricZ SR3 IES type III asymmetric' SR4SC IES type IV forward throw NOTES: 1 Reduced jacket ED2B I.mp must be used with SR2, SR3 & SR4SC optics. 2 H[}Us~ side shield available. 3 Consut factory for availability in Canada. 4 Optional multi-tap ballast 1120. 208, 240, 277VI. 5 Th e SPD09. RPD09 or WWD09 must be used when two or more luminaires are oriented on Ell 90=- drilling pattern. 6 May be ordered as accessory. 7 QRSTD available in select wattages; consult factory. 8 Additional architectural colors available; ple.,e see Architecturaj Colors brochure, form no. 794.3. 9 Must us. RPDOB. 100nlv .vailable with SR,. SR3 and SR4SC oolics. WBD04 WBD09 L/Arm u o o o Order as sl3p,arate catalog number. 'Numberoffixtures Two@90. Three@120"Three@90" 120-2909 120-3209 120-3909 125~2909 T25-320 T25-3909 T35-2909 _ T35-320 T35-3909 o Tenon D.O. 2-3/8" 2-7/8" 4" One T20-190 T25-190 T35-190 Two@lBO. 120-2S0 125-280 135-2BO Fo u r@90. 120-4909 T25-4909 T35-4909 o OUTDOOR Sheet#: KAD-M AL - 370 18 o. I~ Ie ~IM @j :Zt1-6~ ~~! i g tit t ~ u 1 ~I , II I I I i g q ::(q 10 ~I ~~ tR~ ~~ ::!J'" .~ ~ ~ ;J ~ " i ~~ 6 ~ INDIANA DEVELOPMENTAL TRAINING CENTER IHI7S N. PENNSYL VANIA ST REEl IN[)IANAPOLl5. IN ~b2811 (317)81S-f/S&S (317)815-1645 rAX :r ls' ~ g I ~ ~ I I CD e. e. l" ro ~ I I iii' ;) !i' p. t:l P.- lil RICHARD F. STELDT & ASSOCIATES, LTD. = ARCHITECTS = (aM) lS02-4eOO !flIlI VlllGll8 APJ'L1lll'OJt' A'Q,. IIIllfQH01llIB FiLtS, WJ O3W1 ~r I\) EDUCATION AND RECREATION CENTI:R ADDITION: (CARMEL, INDIANA) ...... -.l) )> I r CA) ~ lm [I]~ oo~ ooi ~ g oo~ ~~ ~ [!]i [!j ~I ~i ~~ ... [n~; g I @~ .. " OO~ OO~ . .~ -< e~~ gi~ \J OOi~ ~ili ~U ~!; ~II ~ @i 001 I!ll ;1 ~i ~! ,-------, --~---- .. .oDOITION ~ ~- 001 ~ 001 ~: - ~- 001 [!]W ~i ~ I !! ~ OO~ i~ 001 I ~ig OO~ ii1~ XDTC EDUCATION AND RECREA 1l0N CEN'lCR ADDITION; ICARMEL. lllDIAIIA' II II: 8 a . INDIANA DEVELOPMENTAL TRAINING CENTER 11075 N. PENNSYLVAIIIA STREET INDIANAPOLIS. IN 46280 (3HleIS-QS95 (311)815-1645 FAX I I . ~ RICHARD F. STELDT & ASSOCIATES, LTD. = ARCHITECTS = (llG1l1 80.11-~ NOll 1r1VODi JJ'PUl'1'ON A.... 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