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S v AAfCON UES/CN ANU CUNSTROCT/UN = £ o o y~ µ ]Il~BE6-6611 O' O , ' R ~ ~ 800 i 452 - 6408 ~ ~+ SITE PRliPARATION~]) EMOLITION PLAN F ~~"' ~°~'"` $ ~ °'o ?~x '~+~~.~ Laad Surve)7ng~Civil Engineerirg Landsca e ArrhilecWre 31c e4a-os46 i ~ p `= i 91L>r u~:l~~i a<nl so °- M~;~,~ , E,.as 1 ~-- 5 Psso mar, ~~~;:,. !f _ \~~a `- ,S b. ~~:,, ,. `~~ 11 ~ < (~ ~\ Ys - ~\ 1~ S , ~\ 8 v 91 ~~ ,. \~ \ 1, _~~ 1 ~~~~ _: ~~; , ~ ~@ `` \ 8 L > ~ `\A~ 1 ~~ \ Fl`~~°~ 4 - F^le;\0 Y ~\ a` `1~'. `J8 `~.`~ ,` L'11 P\-..~ `t\\> a e e 9 ig §~ ~_ "e's i7az P ~ .. 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NL !~ %pE 9W1 6E A05 N-12 PIPE OR APPItJVF- O EowL ``^asvm,el ~ W ~ ewm0 2 NL %IN14S M'D ACEFSSBRI6 INCWDING Blfl NBi 1IM11FB 0 ~ ~ rD END LAPS, nuNDUrs REm1cERS, Erc slwL B- OF xDPE w e „~,s,a, ,w,~ - MAr[FJL cowuuBV wsEx sroRALE PIPE cu. e o .~ ®w~Flq evrA~.w.ar .i w.. o ]. PRbIBE 8l"Y31LL W1M A MINIMUN OF 4" BEDIIING M\IERW TPetlla o r~x - c ~ S ~ `m ~ DF /e ACLRELAIE LDMPAnm IN a u%s EG ssx uAxIMUM oxr ~ ~ e oENSIrc -u ~ B ~ 4. wun Exrsnxc naw INrERr ¢FVgnoxs PRIOR m ~ ~ SiOAIINC NFX noxM SEWER CONNECIIdJ _ oe_ ~ m-ra Iccv ®_ P PLAN NOTES: ° ~ NWE9aN1.N.,.NR. - : - ~® raw ^s & ~ _ v2G ` ? O N ~ ~,.. I< i mnna evl BENCHMARK INFORMATION v..mma .M eueP.ws Rn LPs ~w 19eQ ma .m. #~a.M m rBU. ee -. 1998 njeE 9B-I1]5 1 E LNeron LFUrth Tws lBh °ere 6netl `+wr BSS Mn#vn rt T R fi d M tan h9egvL Lf11PoRlR( BWLHLLNM e[ 4 Cul m Np fi¢ nul el firt Iryamnl near au1Me# mmv el anry hvct El£VABM 9D641 (NAW 1989) PDSrzrvE DAUwwE mu eE uA NraueD soa TH~s srzE. No 'eIROBATHS' Df NoRE rw.N 1/B' IN DEPrx srw.L BE PERMIITET. ANY AREAS TNi HOL- WgTEx MORE i1NN 1/B' DFEo SHNL BE Cl1T OIR PN9 NRRECIED TD POSRNE DRgINOGE AT ND LOST lD iNE OWNER/ OEVII-P~t/ OR FJ:GINEER Know what's I7CIOW. C3~~ 6eiore you dig Wilhln indonn Coll 811 of BOG-382-5566 o "~o>,.oircn w 2 U W c U F x g C s o ~E I ~ ` .~~ 3 0 ~ ~ W~ ~ ~ N q u +I o y ~ ~ F C103 ROIE~ NG. w~8.~7~~ / ~ ~ ~9m / ~ Fn / F" // •s Ir ..~~ t =9O'v~m° M \` dP ' s ~ ' $ a ~ ~ ~ ~ , ab ~~ i I I I I I I I I "J ~- EROSION CONTROL SPECIFICATIONS: " a ,.~° ~ _ ~ - - p m~ ar cax wnaec m w .m. awl. vnws m¢ rm cox rwf - -~ ])~Aµ 6 rtmG~ID AS W .an ryIT N iR~EMr.wr.wC xy ~ fIW IFAwt llE m151MW STE P WY 6 EP.BeL K 0.^Sd M y/ {RVU M 91E 6 iFrsC flNE IMC ~,IWCrtR Nq/OR 4~rFn 9vlL luF HpIP 9M1' K1M /.YEWI¢Y ME DYakR 9wl F. ~aS© W ( 1 Q~~SIDw 6N p_NAm a~61~W 1-~NGS 1wi w2 WCH4-f~w1~RID®mt7E5 btR < ~ 1IS _^ -5) RE9f.E DSK'hIIRRW d Ma 9¢ WV)Np xA whPaMld lm9fl[ A !RMM i[v34 fol. sw~rws-pox mulm~i ~w.exex vM~ .¢ n sNLw~ wmiw+rua~JO rail.~c i~ msmmwvn xc. rar.u uzaom m ans ~ _ _ m \ - !-"`- - e e wwx cows wx Jm coma rc rcrvlan uuMn m al.owm mawlr ~c xrmvz ~u s usn w ~vm - m o s ~ - r I - l wme wr wn v ero uns ..~ .gym sramcv ai mew rrPwnn vf_r~ R~ un nvs inr om.iwlle *~~ z;" v ~ u wr a xa m.:emme m gmw<mvm~.»~w ~s~mn .elMn_ rza .Pm omlE xrrm:m 1rrmr~c um vLL m ~ - ` ~ _ _ vws ws sml minm - ~~ _ m m ^ _ :one w.naww .w wxovwec v rrE w3vl amla o me mF a-wamJlr .wym oe.ea o ~ J~ Rs l~rt snu a. m wR.aims Mro/G6 anrtxs lcw,mam ro ~ s~ la I~u a-sR m¢mclm Aw~ixlrcl mw me oBmlm uN .~xmn rawx¢ 4.v mu.,.s rnr:+smloas w slwn mLLrwrz Imm xuc ' - ~ co - y\ mmu rt ~>N mMa..,>as rxo/aa o-xms rmm®vm m onw uo ~ ~ ~ivn'nan rwll M larr wllwrc.wo 1oxn~v r . mxgne xo1¢ rc xmn ulrza m ME ura ff vxna a aron xwx•, mxmwl w+.em.imu uxwxum xlm m .uY momco-x ~~1 .~ ~ \ ~,._ -~ \\~ J-i „1 L-J - LEGEND - W z_ ~ a ~~ 1 T _\ -~ ~ _ . f~~~~- ~ ® slax rK,'s°i Juwc ~irw :.rv~ Mulsl ~ ...~.~...~-~ _ ~ U 2 a _ _ ~o 1 r I 4 ~ \\1 S :3` x~uw.¢w~xxu cm r~ ~%~ \ ~ \ +n*~ .J~ :r ~E [ ] sr.~..e.«rtw ~~ n .~ m 1 \ \ \ . ~ ~ ~, ~~ u ~x .~,n,x.WS.. xn= ~. SEASONAL SOIL k 5 a [ " ~ - \ i h ~.~ 1-kt \\ ~ ~' ~ :->~ 's sR .~. ~ PROTECTION CHART ~ a> R I i ~~,, 'F Y naa 1 ~` r t` J? `~rt~`0"L -y ~7 ~ ~` EP.,r, 1\\t~\ {`,Y~ - ~ ~ ,-~ r L i F `\ ~ ~^~-~' EROSION CONTROL NOTES cola • ~~-r t ~ _', 3 ,~~ l . /~ 11 ~~ 3 1 mml ` 1 ~ 1 lu o-muem runs vwL ee mooms o sErnm. ~, x r 1 F ~ ` ~ i __ \ ~ ~ ~. k.n.,- ._. v rawM .K-..w~ wu. IXw.r~s ~ tou~o ~ar Inro~ w . sEC I..~osvre ~ ~ f''y ~m \, \ i , 1 ~nsr .inxs u; ERrc ro~:a~x6 x 4, SroR..~E aF o V 1 ~ ~ -~ ~ Il .K r ~~ ~~ \! ~~ n ~ h 1 mrox w.,ERw. x mE smm. 9mu on a y ~. mN " ~ 5 \ \v ~. ' e - e A~ . ~,~ ~...~ o A~ .. y V ~ ~~_ --s s 1 % U `~~ i~ i :'. ~. ~~ BHNC]~iARK INFORMATION 1 ~~tV 1~~ ~ p p ' c >- \ _ ea _N \ ~. :' ~ 4 - `Ct^~ ! •~ ~ 6 ti El a e:mbr n a N Bas Now lsae ana we a eneckee 3.y S / 1 \ ~'1 s ~ ~µ'-L~r \ \0 1BM f 'n 1996 ' 1 b 90 11'15 1 ' Pdven' Evon9e'ml .u<nerun u \ '°. "1 / ~ Z'- f C L^~$1 4 CM1 n. Th se iBMS wue boseE upvr USGS bencnmork 'S >6', xti ryl 6 a y ~V ~ .~ ~ £ Fus bexo eesWYed F~0 ro 1 n ~ \A t W I T e, ^y ~~ cox T, ~ .,:~p1 ~ ~~ ~ ; / 1 ,. TEMPORARY BFNCYMARI( al ste CN ema on NW nea nut of lire _ \ `'Si 1 \ y :_~ ~R,r..•- 1 - ~ E'.e M1Ytlrvn! near soutneast corner of eurvq Imd EIEVATON 906.41 f5K SHN - / ?t 1~ !!i."'F ~- 1 Y-~` \1 o2DD392_ _ -~`~ ~- ~ -- ~ n "' L ;'~\ -NOTE DISTTIRBED ACREAGE= "Pa. an x ,L`:.,, _ ~~: ~^ w rrls Pwu 1NmcATES EROSION coNrROL 1nFwsuRes .~sroxAL~?F'~~- ,x \ \ \ -:, sr T xr -'-""' ~' .. ~,~ \ REpuIRED AREF mu. sTRIPPwc u+p PnD eu1LD1NC 0.85iAC. , \ v NI 'r \ Hl5 TAKEN PLACE COpRDINATE WfM OEVr10PER. FOR R/~y(p8 A _ •2- 1JEASURES REQUIRED VN-L PROPERT' NRNEp WER R _ -1 L'i" &6 \ FOR DEVELOPMEM1T. LOOROINATE WPH HOWLTDN -WARNWG- 1 1 11 3. 1 '\~ ~ sl "~ 1,°- COUNTY SVROEYOR'S pFFlCE OR M54 REPRESEMATNE _ t I ~ .FOR ANY OTHER 4EAStIRES REpUIRED VVC i0 SDE iXLS PLPN lp BE USE- FOR EROSrON rmar ~ \} CDNDILIONS CON1RpL PIIRPpSES ONLY ~rc ~ 1 \ ~'. h,' ~ A1Ep5VRES MAT 6Ep6REOV RpEp INLIHE ~ I - 1 DPin ar TxE INSPECipz d '',. \~. '•~ -NOTE- w P-pIFIONAL EROSION CONTROL MEl5VRE5 MAY BE (v ~ ,-~ REQUIRED IN lHE FlF1D BY lp'SPECTOR. z s ~ -NOTE- CONTACT PERSON FOR EROSION `' \ THERE sHAU DE No DIRr, DEBRIS, pR saRACE pE CONTROL & SEDIMENT PRACTICES h GZ7 \ --- 11 ~a_ - MAiERhLS 1N lHE srREEr. W]xE FNGIxEEAS, INC ~ .'~ - lows x. murKE AVE W ' 1x6wwwuz w 16z6e r~L`l fr, _Nµ [1"1fPH6NG (31>) 646-6611 v Qr z ~,- ~ , ' EAe: (np e1f6s4s Z.C '1 '4 F / CONfPLT PFRWN' .41ME5 K SXIxxEWN rW` ',Z. a \ V o ~ ~`~ESSON PCB OR\VE ~ ~ o s ' .7 o p., € _.., 2 Q o ~ a _= y ~_ V ~ ~! _ - Know wn tielow. ~ ~ o ~ C?!I IMore yD~! dig. 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IM1SPii WSh'LY ANO M'IFR FA']I STIXiY EKNE 2 If FAYiC 6lOPN di RIWgUI FD. RPU[Y SECRgI luumumr. i rolor_ SmlYru mr.N xeclrt A~ola ,h or m Hi]eHf Bf lXE eFT'S BR 6 CVmOIC E.W@:' ry gNwe rA¢ ~ xw m uuw-+nxa rll_ vnux m rASrc i MTU d24NIGC Mil 6 $iA9plhn, -n"MJrt ~I(E NIp ¢IYYEM. BPtlIGNG WlUR9E0 AGEA N GW1E µp sa1¢E R. SII.T FENCE IlvYI.ET PROTECTION DETA~ w ,~ ~ ua,o rM~+wo ,R"m HOi6~xn M rtu~ M ,om n~-.wnw e5m m.p[a nE rsa<PPUwI ~s ^e~-x,YAY-.n w'i N~ d ~..~ E,c,E~iww am¢ d iRP ewS enS.M x ww¢5 INCTSL AON $'_"D6ED PREWARAPDN lumiexr AYU,.mu,r.) ~ uxtruK xunxe SErDING Ma"sx.timrn`° - - ro :1m IPr.: mw'osCSmlWraly¢q N.o u1.,a W ¢ Aq~ mx~~r o ~) - Y rEa,A,m K m° ,mx axRl~ ~'u,Y'aE eiNOC ¢,W¢ AvEC...'_ wE retEVrx..E of rcx vrw¢ro'i1waE rxo ~Rwttxve0. m'F R PEP.MANEIvT SEED SPECIFICATIONS i i i i SECITONA-CONSTRUCTION PLAN ELEMENTS SECTTON I-EMERGENCY RESPONSE NUMBERS P - ~ PwYw lu.n~ nAr - (Ra.^mx A ExrmH mxmA P1AY m as meY ~n M,N Evu s K RIS~B«" ~~ ,a N„ p.. 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PRJPOSED fv5 XRnCE ro IXiSINC Gs5 l1 R6R1 ro MCWIECNR.LL rNp coaRaxiE WYm SmncE PggNDEx " CPROwsm w Poic rxp esc sax ucnnN.. vux mR rvrYRE w~nRwnpN WNo P«< EoHr "` QrXq¢ WvPMINFM Ovy'91 MEN- mmcEVmR cmgD N.iE W+m MEP pwmxcs rpq oEr.+s ~~ ua .mw mEnEn cvmu rt nipm s¢ wc' w~E¢P arM mw mvP Km[R LEGEND 2f 4 nowt WM~O PU imn/u'i[ m .a.. nNn~i .a o ®o. .~ ~~ a : E,, ~ o ~ ~~ rm[.K wrt G4C iPeER sm~w w ~Me _ ~ - ~ ~~~ _®_ ~~~ ~ in 0 ~ , ~~ Know whxes below, CB~~ hefore you dig. IYlhin Indiana Col/ 811 or 80G-38T-956d a my. uwn = S:AL': 1' 2a - ~ aari G~~i~UNOP:Pww o is 20 w a~e~~M. r„-zo. w I-I rte, ~z --• z CL W U m T W N Ep ~ti U C1 P U o _ ~ i a- w a. S z ~. °- -~ Q .'J ~ ti c y ~ ~~~.1 ~ in C105 v y ~ `ft/~ CONCRETE CRADLE DETAII. Ia.-a . m.- A »~, ~L sE. ~'°"m Po z~ aF e= PA\BD AREA INLET TYPE A ny s~ ~~~ m.~z o,ss n e~~3 sow~~ ~~aaa A."= I e.,. I rccxrcm 5'OPE OFI'AL a Pfr °e" S GENERAL NOTES: " '' ry ~ ~_ I~ O S p M C-YTNMy'epmpmP A" revrzai~ '+" 1 n~pim. i la, i I I O ~" ~ Q „nam ~prt ~.a vn~ men i ~ ~~~~ ~ ~ x>nx avx.sx=~,av ?r n..e aaro.a ., ma i I te 6 J, nxm,d„m, ~'-"~}- ~ "~ sowm rw ene,. na mu s 9~. wlawn npaiym . oMm.e~ p ' T'L Pm,dr Y-06.eI xNP d `P~ ane ,m, - "°""`4 ~ TRVNCATEp DOMES VSEp ..m may Oe pmmg a,aar.[ue moe~m~e nmw anap IN DETECTABLE WARNINGS °6e6i9Y i ealrmp rna~lye a Y M1Vpnmwu ~~~~ CHANGE OF GRADE ,~ - am~6N Mm~P N;a ~ m Ir s.n,~ea 1 T ~m~a.Po ~ ~ '" ParEMS:R ~ T-i I°., . ma aae,.n6~, m.,a _ .m.TM~..m~ I ~ ~mio.am,a m>mm.m6..nx. pETAIL OF RAMP GROOVES RRICK SURFACE CONSTRVCTION 6. dainaPomlaCrlwp[ebolW UpM1Vfmm ~am preaen~pWtlka a:meptli el n.e ,mpmrca agar op nanmr~W. e. np.em e...aa,~m. ea,. - I ,.na~e.mm .>_ •X a S~OEWALK LVR9 MMP5 ConaNCe mp WlM pmraq Sae releaapdm aeaaartelmm nmp GENEPAt NOTESBDRAILS ~ 9au~oa ` w xv fem. a.4 1 / 9 R_3 . ..~e.e. e °e • ~ ~ fl ALTERNATE CURB CONSTRUCTION \, y% _ ."~. 1 „~I rt ¢aum ~°` W I r` e~.a.aa qm arm _ - __ a STANDARD STORM MANHOLE re ~N ° aaR as F~ .a,., m,~..,n. r=~J ~ - .~~~ TYPICAL SIDEWALK SECTTO~ SFCl10N P-A CON:. PPE TOE PNCHOR ..~..em~~. ~~ ~ tr ~~~ •~ .I ~Sd LDNGINDNAL Sc CT ON ^'am ~ _ ma.iu®io:si mrz ..z..x ewwmx o- a wa u w m w x rmr n..mra sFCnoN V-~ ,x ~a ~..,m. La~~.~M,.,..,G CONCREiE END SECT e ~a.e,~ ION' DET.AII. ~ ~ ~ .~ ~ au ~ ,.~ cNO s ,~ - , vww ~i e,~ T: iall l I~ I I ~~ .. la CURS DETAII, rvmb ~„~~ _~[a11~~G ,aP JY'~b~ p9 Pa.RpN6 ~f-0N<. PARKING BARRIER / wie mr m Wro,w~ y I w sm aomu JII'~5.: :~. x i IE ~a ~ mcmc moon. li, `i~ _I ~. a4F alEal PIPE BOLLARD DETAII, - %~~ ~.~_ ~~ \~ P1~1O PMAIp ~6 * onr BAR PARKING SIGN VAN PARKING $IGN xme ~a~y~e' xc eortou a- say T rsor[ cwu[ . u..n~oAUS~ ADA'SIGNS -~.s~a PROposco oRlr PLAN CONCRETE CURB TURNOUT 00 '' f rp ~ vmy m3 P ~ ! n £ ~f h \~ /ra API i HANDICAP PARKING it SYMBOL DETAII, ~_ ?IF~ ~"-~~. a~TF3. °~ ~F ~_ rme sam imuem Im TYPICAL VALVE BOX INSTAI"LA~TIO~N ~W ~,~ ~W ccxc. wrix tN'd W vT' y~." ~ v;'W ~ ra"W' ;~~` ;Lro wnie~ r ° pd' . LASPFNLT 6' LONG. pFVEMEM~ CVPO CONC. CURB TURNDOWN FOR A.D.A. ACCESS ire s.,o -{}--r~ II II ~~ ~ r~ ~~'A ~ ~ ~ e~ . o»~~ a~u. ~ _ _ BYCYCLE PARKING RACK DE~TAII, ~~ . ~» j~ f I~ I 11= I ld- ~ ~ ~" "nTr. uxe CGNIRO ARROns s LL a_ wNP- Ano sw.,L a Pucm Ix AccaRDAn„_ wrr.~ luvrco. TMc ARROW SXGVL9 aE zo FGT IN AOVU¢E cE rNS s;OpuNS. TNT wORO 'OnLr sypcin Ec LocATm w AOV,+ncE o- ~~ PAU<uaNr A¢ROw. TRAFFIC MARKING DETAILS (x0 SGL] I 1 i i L ' s. "ADA" PARKING SPACES ,m ~ ~~[~~ a ~ am m. w.nw ~g a,~~ ~Ff~ CURB JOA*T DETA~ ~ ~ x.~ rea .~a,~,< TP ~~Rlal ~IC~ F=II~I~I. r. ~ r~ vauwr ASPHALT PAVING SECTION M sECmxm m .,,, ama~ any m~..~-~~> F CONCRETE PAVING SECTION <a V~ ze' mmm W~ m ~ da. ~LT7 w`m ~ W s~ Wz m z ~ 2 a ~j V> N ~a f+ 9N J W J N0. rshzlot W 2 ~ o ~1 ~ ~ ~' ~ ~ S ~ ~ : ~ z q! z o: o ~ ~: [-~ ~ a a 1~7 rEn ~ Nr Z Z s ti c> p c ~ C. q C201 ~~1SOB_G700 ns s- €_= ~s`a o mf ~r new - '~'a ~ ~ mu.vn win u~ (wieil~ m ~rw:w I I r~~, s~,~_ ,~~ .~P,~ µ w~ ~u~~~ CLANOUT TYPE 1 BYO A<Rr~E BAR RrSmOpW)w~ N. ., F i~ A f'sa~i e"' ~~a c~L CuT TOXRSNIP REGIONAL XA5fE OLSTRICI ~l 5~~ r T1P'e : CLEANOUT pETAl1. ~~Y .~. ~v.n u. nr~nu,mm~o.menese.muc No,E-mac-. ~.au~ r,,,~s wM snxv . ~~ u`-a~ n.,« ~cxr)m-s L~ CLAY TpANS10P PEGIONAL 'RASfE -ISRICT_ l „ Schneider T1"E 2 CLEANOUT DETAIL ~~' .. ~~na ~. avnwnw~lo.5.enaas-o.,,,.. _____NS~N',e ~.~i ~ _ _._ ~~~ I 9 M / `Y e C =Y w e_. 4^ .Am r. A ~e~y:+la I 'P Cp C4`b2 S0C CONf[RCVL%diCR ~.,.i.s.. a.. an... ~. ... idFLAFO RLTAdC I +61fY1CG ORd14 _ ~~ > I acv 1 ~ I Outside ,tL.er °li getters fo r 1'J:"and 2 PPe ers hi - Far Fl d L 1 Svllnps y "`1 a 1 1 2 ~. C ~.~ 3 r C'A ~ ~ y~ ~~ I T ~ h„ i'1,, 1~ ~~ p I '""'"^° ~or~w CLEANOUT TYPE 3 6g.., U,~ SIam AWF~i¢i rtmEe ) cA~ ~. "ti l ~''~'iule~ c~'`~ `~ CuT 111ANSHW ]EGIONAL RASTE pLSIWCT _ 4 Schneider TYPE S CLEANOIIT OEfAIL ~' .r ~v~l* w,nma.~wmwon.-wart I T_ l // / ~ 'r ~. /~/ a mom. r..~ ~ F ~~ ~~ ~ / ~ .°°~ L III ~~_g~... w~... a2Q~' a °N ~naJ "~'°~'""" °_ ~ C" RHE. I :AFER 4AIN i . ANCARO n_;.~ILa ICORNFCpO\ GEinIL am>s:oxmrmvaeeuu~~naAtAn„x _~a -+t .u semis A m >A ~~.1 Oncin'N.i eWxcfn. A AbMCOx:.v[44u: ,~ d ~, m. N`°m a~ V aFe Lbe+~~ e'av~ aaiwaavd. w.ugawwnm. vmid a.~a.nyan.emmmv r ~i atmz~-~~. '~ ~ ~ ..aam >v.,. u..,~. °' ~ r ~, ~. s ~ ~~~, ~~ .,~._ ~~~ ; YLL - ~ ~~1< Qvj .m - -~~~r~_--.9'! 49 ~j_ti _ 6 ~ T~ I' n ~ j 1 "... + ri; ~~--- .~ ti~ l ar ° °..~ L,~ ~~o~na ~ ~YO~ _~ ~ r.,m_ /~~ _ ~ fi ..I A...._a ~m_°" 0,\0A ` mma~ r ~ ) uORF Max 20 OE£?' ~w IFSS MPH 1- OFF? ~~~ ~~ ~ SERVICEa ATERALeDETAIL ~~a cc L_ `J CLAY TJNNSHIP REGIONAL 1Pp5TR p6TNCI ,`T7 SERVICE LSTERAL pEfAiL `~I lrnll~Iwl~l~/,?~11 ScMelder NORMAL AND DEEP CONNECTION o. w.r• N. naw.-mm~wm~ws~on... Hamilton County Constmchon 5 [e Inspect on antl Maintenance Log ~a be Comple[W by prnpePy Own o[AgmQ Trye Nlvpna ^ShOUl~eweetry ^esin= ~e eY tre aw debue Xam mCwnry urveyvn ppr¢n oq mae anon, ~wfnim}egm ~~B)Mwupi repuert miu [e mace ~lTn_T~ I =.wxe. p< •• B~ rtmMV' 5. 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SPEnIn coxcxES ~REdsrox sN.LL az FD,Jnwm. uT o. [RAxSFamnnax ALA . YMwpY sPAdxc o5 i.+D Fm. F fix wcx „ICrc FPE Yo1nm a Exvs pr u.E m_1Pxxs Jaxrs svACEn~i DA~F~arN Dxl crmm. 5 mxExwisE PROnpm. cprwnlDx nixrs sxut aE PuEFE. FwlSx s3uAPE axxExS ®,i+x~xcx R.ow,S Aso mx5x ~xxFRS ro Pao sxom,. ro G. Gax<xEr wux5 Mp W~10R SAS: rAU SLD caS: PRPJip~N'CN PER~(OOr CR155 4w E WKE IpM14EMS IN SLOPE A u:p CE*MS sxowu M txE PuwxvS~P 21w1 p; pxE COOPS[ COxSmuC:vx cvD of moms Fs-E PrtA~ s`'G d%ER Mp i0.axFi wuX nub agp:p N n xµD odSE MEAFC.~uO ~i s ~ux. SPAraxG ~ ee iFEixxSawEFN EeFU5i0x Jox~E SIDEwPtR spEClncoaNS. u~r m.DSipx 51w. Bsso'"DwP`.'. o5~:xtiom oS .xAxsPOmA.1ax °f aE PA.~IExr: xm axca<xF PAwm.r sX.Y1 DE As m21 pcC Irv xa~x rv~d.c u~-AwxWa~ wGSxEx DR wxu5m~ .w «..uRE i5 w oEr~s ~~`Ax~a~x,. 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AmW,. rtwnme e~uryeio-rywS~ S ,, rna a mr.rm°~. anxi ~ ei s ni/a L m (abPa) W at ~q ° jai%5n: iwv.an tre (3Mxrya !or WII n IiEr. eon""iTmlia p~ebm 41°uW UaFea<rvn^`ga ° opWmtle me °na °y~°qv cwnx~i°n~ nary Lmnes le 9°1 permN tee cw °M a "Boa lm mq M ene°u erne. `~ °U` Pew n am c - 4r ° ~~xP m`~; eoa:~` _ - xw =1.a'° ° °. ~. o. ran a o: Rem E,°wnrm°eiega ii m .mx „a. °.,J'nx<°,~lu°se'm"°o~nAi;>:'se°a°ba. wie°°i sa".ir mom.. eArti axi i6: °a,~0°ir° .W..,a v .P~'.;4<~,a ~q ° 07,E roi w°F~:'wri m~ w °'~ehnluni~°°a::'mni1~",' awu alm ps °°~nNx va wiu Smc /sea ~DwW 1O0 °aem1. x Y~ pPw 9g I°r~eo a vs n wrt a Pa~ :m..'°u . emeb°,r~..ru u...a°~..m..., °i ~n< mmi uu"q. e11h'o K MJA m w C°LAev~vrea0 n pnnta aeon °Ber c°mpeu°n a nnrv°ct°~n ors PeaxEk. - Cih of Cazmel blazer Tfh]in ~ Approved Lin of CDastrucdbo MazeFiils m - I. Wmwm. wall Sr Okma Imn reamaa Cimx ]50, > eam~.w®axgs. Sn°c ee rnYaYaa iR.n °W.e prpa. < a a Y ngwu.lto p.x.Gi _ ~ nrt n Aa whe W~ b nx°n ue poser cmrccYOn fo Na bc°4nq meNme. V e (Saley Y rm j Z~ 3 • R/M e)ay vyne CbyxS nyamn xA ulet~Elu< w Memn[ ro .eyla xi9Na al my 11{°~T 3 ae~i-gnoM~ey uw iu~riaA mmea 39C]3D IIac mmm °na 390]31 l°~ °e s a°S o.1.a s'w a reaJ.... , ° r. (ca1,1~., cm 5a~ .°..~a m° e° B~[1<rlry vea aa° Ea ° arses °var ~Yn ° pF rsv'SM Ee mode wlN ueq°°gx. d. VJ~sem..: Slloll !a Vnr n ykr ea _°rt Jwe°n Irvn wwka 5~~._ae.1~5.°11 e. ,A><,p.~ .s .°u P°.. ~ a~J ,p aF~S.°.,. D°°..>,.. Ii igy[51sm. Sna11 Le S:niN BI°11~ gam°c, °r J..N Il PgaampoS N°Vlaxe evu°l aaornuax x~a<I wxn euc,il °gv SmM el°i~ 136. Fwa [. S.P+w-~ cF°, x~,.. n/3 i.. °. °. Pvc. n rtn„ ow a~ a°a =wa ~xm~m °mn e. ~amh. ~ _.m a°~J •sa ° n a v~m°~. sman awr,. F°m. Jcx. x~.uk. u. f.yls5ew_SneN Ea inrtvnee °t Ne °~nnw Pu<at ry9.4aene vmaeSelo~y la. yn:rm 3/A:n, tln. It/Zn, 3n. Shell [e x - .eppe.. 16. spa un.. Pu 5p.°v~ reaY°E. °~.e uoeei S) n. JmPUpm.yT°II ee ~eM lttP G°sFata °r Xec.1°mc°I &II Joml PaYaeu. ie. mre s...e. sn°11 e. .a.e m, ..r.raa mm .A.. °w =In a:.me. . rna~ . - aq~ i1~-n°.. ,~li °,.. eP. ,~.r. - ruwW H Wz ~~ ae~ z W m W = U U __ S ~ 2 v V! N a~ Addiddml Kickers Sbalt be solid block and brick NPpovred covcxere. Carmel Woter llf Rv GPm -Bus s W t - - -- q~~r,.ey m. mm. .°.y .a.. [,.. r. m. m. ,°nK °a a°a upinr a°. r°m...,.;,r Ax W, .aa aP ~x. «me uv 11<.. no°Aew~ ~ . ~n °°,<a <. r °a a,. u. aro°e,as:b°m uK PA TYPICAL SANITARY SEWER $PECIp'IG\TIO\S TO BE L$ED POR PIU VATE SEW'LR DEVEL0P\1E\T WITHI\ C6T V TOWN$FiP REGION,4L WASTE DISTRICT RE\4SED 3n ROW 1. STZndaN speeiLarions oI Clay Township Regional M'as e Disvid (the Distrin) and Dw ent o[Tmvspomnon (INDOT) shall apply for all w avd m eiNs. Saviury w<r pipe shall be iuralled m accomance with Section ]1 t oCtfie <urrem INDOT danpaN speciticatieu handbook 2. Sammrysmwrgmvirypi-qunlas pressum mrcd prPC rcvuiredperlACortlimcdonaldNktl ppc Hall b P lyn yl Chl "tl ptVC) - d Th A$iM D3035-89 with a ' II hick tl f SDR 3 d " allctl pe- ASTM D>3>I-89 p PVCPp dl llb^gr ed; Il spigelend ardgaskned. Theppeihall h d fPVC pI h g I I r don of 2454B_ ]. PVCSaviarysewer grn' Ltt ngvshall also conformrothc req" rsol the wSTM D30}4 89 sp<c fiat All t mngs shall ve mDIdW m one pi tl mndmd pipe bills gadoW dasoe rotsavd spigot ends. Single pies melocdPVCwith mndvd pipe bets gazhe¢, antl sp gor ends for back ro-back ¢e wycs am accepuble. Wall IWCknas ofall5nivgs shall have a mwmum designation o1 SDR 26. Czskc¢ fof 1 j ' hap be molded wish a minimum voss secupnal mea of 0>0 cousin ' ha antl wnformm ASTM F4]]spec nation. 4. Allsanitary maNrDles shall be precut eoncretemarhDla in aceordanw with ASTM G'.)9 and Sr"non ]20 of the cantor INDOT standard specifen(ons handbook O-rings shall corJurmm C443. DDCble mw o(Kcm Sex! or quivalent shall also be applie0lo alljpm¢ and benvernriurrngs vndcutines. ManhDk s¢pspadngshvll benomore then lb-inches. Manholes sllnll be mnamd for lakage in aewtdance with ASTM C124g02, Smndatd Sac Merhod tar Cona¢e Smvor MarNOla by We Fegvtive Air Pmssurc (Vacuum) Test A. Insmllad and operenon otvanmm egvipmmtavd indicanvg devi¢s most be in .amdan«.mm mannfaeru:ers' rewmm:naatmnn aria perrprman e apedfiahm,a wlGChhavebeevpmvidedbythe mavutbclurvmrd acceptW byNcDu¢iet Lngivev. TFr.vcuvm r4vipmentmurrhecvpoble IleslinSrlie mare vtvuhole. indvamg rbe. onfrmg nM riser rings. B. WiN the vacuum le5lvsd in pla¢: 1. Conn¢t the vacuum pump ro the outlet pod xdth Ne valve open. 2. Draw v vvwvm o[ten (lo) ineha otHg (5 psi) and vloxe the vzlvr_ C Accepted srentlards fm leakage will be aublishcd frwr the el'dpsm time for a mge've pressure chmrge Ginn [nn (10) inches tonne (9) Iuehes of emery. Tlae m allowable lakage r a for a [our (4) four dinmemt maNlole meet bo in avcONanca into the followings! Minmum Elapsed Time {or a: MarNple Depth .ro'sure Change oft Inch Hg IO feet or loss 6D Seconds >IO feetbut <IS feet ]S SCCOnds >t5 fact but 25 fed 9o seconds Fo: mannolez Gve(5) feet in diemereR add nn additional fifteen (15) seconds mrdfm mevhola six (6) feet iv diamete{ add an additoml thirty (lo) sewntls tD th< nine requ V men¢ for 1dm (4J foot diameter mvrlhola. f0[ all mmdro a deepv Am nrv~five (25) Iraq me £nginm: will derermine the appliabk mrvimum elapsed D. If the manhole foils Ne IesL necessary repairs must be matle Tbc vacuum teY. antl rpNrs mat be mpevred umil [ne mvnhPle poses nc~ tut. L I5n 'nolejoi calav¢are pulled out eunng NC Vacuum tar, the manhole mod b< maannemmeanana mejpml aeamn¢ rtpm«a. F MaMoiv will be suhjttno rdsualimve<lion with all visual leaks being repaird 5. Huryl mb coating with pluck wino shall be applied vouvd each mmholejoinr from 3- s above to) inches below eadjoim. Tnc aPPmpnare prim nnall be appiictl prior m applying the mbba coafing. 'ensile joins to be f11M wiN premer ping matetlal. Entire exterior Hecate ofsmutary sewervavi.pla shall iz sprayed with a bimmwous watingavd all enenor gap uposure GI rise sings shall be Hack piumrW or greened wiN nmrshrirrk gene[. b- Tnc manhole chimnrys, mGUdivg ell riser tines shall be meletl mivg flex 3 imemal chimney seal mavufann¢d by Crctex, NPC, er a DrsWCt appmvetl equal. Th< ilu rib emN chimney sal coal! exread from n minimum of 3-inches'celew nc~ rap of IM1e wee vn to J-inches Pver the maMOle eying forme or per manufacturers innallanon PerecWnra if a;te_ma a,nerwine. mtemal chimney Baal sh~~xmaanm aver manhole nog and prior lp finala¢epunee Warcrfed may be tlooq per manufacm¢ror Dislrids1ercemmwdmiov, to provide assurance that inmmal <hinmey seal is water nnM. ]. Toe asnngdevatiors am se[by plan, nvwever.'he cuthrgsarefo be adjusmd in the Geldby Ne Dismd's repmsev ve shoultl e (nsvepmry w-em berwxv play grade and exiso'vg gnde New manhDle ring(s) and cove shall be ina:alktl iD eaablisM1 grade Maximum heisnl of adinsfing rinss shall bE ¢-inch on vu rag armam naiesmrrm soil 10-into rrw.lmnm pis new wnslmedun. f ~. 'ss s°^ €v S. BarkGllarountl all installed vrvroepsW manholeswrnu rn-aLts,'pikeparhsanNorall pavN are pail be made xith er'enulvma4rial(b-bortow)m NO.BStocq apml8-inches blew v or. rhickncss(wbich shallivludc"T'o. 53"clone dwlh).lfmom sningent backGll rtqu re en¢ art ut per eiy, ap m District spenfcalinns those mndards shall be followW I Trench opervug within 5-fed of the back Df the a:b of parxdmadways, iaall be backlll:d witM1 gnylarmamdai orNo. B none in aewmance with Section 2l 1 o[:hc cunem N`DOT sundaN zpetificadom M1avdbeok 9. The Comncror shall be msponsible brverifyivg Wa all sate hiPpways, <iry, avd epumy pemr¢ nave been obtained by she developer odor to sw of muwcdpn 10. Initial azbvil¢ shall be pmcnrcd ro the inryecdvg enginegior m (mat nubmillal to nc~ Dknic: for revimv, orbenvisc ConRacmrzhall be rtquimd m hmish the tlevdopv ~Eg ilh asst o!prints showing actual sewerlocv.ion ioduding lmeral I ti dnls aril! engvh Such ash dtp' ¢mmtb^re^ tlb, a Engneer before Ne final connnet paym .czn be auC d.Ab 1¢ h )I've submived pe. the D's rich u'rd - M1 b f L t , vwd rg II. T 'lary ew I I d i '" f hlb'di ed to rf cexitna a bl m,mlP s na imm.aimEly'boaa the nine mini oh point'&wl wrmeadon mWialeq moat 12. All sanitap sewer I ns upon <o nplef 'll b rcyuircd te, ass a low Arcs are a r test Satlres bell be wndpc tlaccord vgt ASTM FI}I)92 tlshall hew messeL bya D said employee or IbeD stnca represenmhve. The rating shill be'n acmrdancn w tM1 Table 1 u follow 'th p3 psi being added far cash (oet DAvater above Ne Sewer line be'ng mea. Sew I 'Hall be subj rt allak wspecdov a[doxmsream manhole wish all v seal Icaks be ng rep " d d subjecue mlevising requaz¢ by the DisMn. I]. Pdprm Enal de5emion lat(mautlrel lesQ allruvvlina shall bevlaved avd Lee of any debra. Detiection texts shall be performW on sll Bexibk' pipe aflv th< final bad<fill has n Na<e el least to days Np piMShall exeedavenical de-ec[ivn pt5%ddkcdpn ta[rtsuhs. (°Tbe followingm nzidered non-Iluible pipes: wnmcte pipe, dudiie iron pipe, avd cazt von pipo). Tbe deflec[ipv test shill be performed withanive-poim nmldrd. Proving rings shall be availableanme ofimDNerwise no ms[ing will be allpwM. AG mandrtl Ivdng shall be witnessed by a District employee or IM1e Oistricla mvraatadve_ 14. Tm mtls of all latemlx arembe plvggW wemniglr: with agazkefed cap capable of wirhsmnding a low pressure sirens[ wiNOm leakage. Laremis shall be svbjed to visual leak iupecdov a: downsveam maMOla wish all visual Inks being repaired 15. Betlding fm BUlble yipeand rigid pipe xhnll be NO. BCtaahed arose GOm &inchq blow to I2-iucha above Ne pipe. Manhole shall be placW on no less than 6-inces ofNO. S amdm stove beaamg IG. Wamr tine, uGGry, spa legal drain crwsings andsEpamfions shall be ir.awosdanm with the muse svingcvt of the two: }2) IAC 3-I:9 or the Dis0iar standard drawings. I]. Tnc tmnch shall be opened sufrcienny ahead of pipe laying to reveal obnmcrioq and shell be pmpeay pmavtW anNOrbarzicatled when left nnahcnded. 10. No water shall be pnmived to Pow into (he avtitary sewn 4yamm during eonsWCnpn. Cpntradpr shall utilix a pomp m leap NE wets Ice! beipw IM1e pipe. Pump Jischa pc shall be dheclW m v worm ounm N awoNav- with smte antl federal laws avd regula[iom (3D L4C %-10). My pipe corning exisdpg sercrs shall be plugged with s w rypcmechanmal, bmcetl plug una cud nine as all les¢ on the sewers and all pinch list items are cpmpldc. 19. All sewer Iaremis innalletl shall be betltled rbe same u the main line xwer. 20. FoM'eight(<8)M1OUrs notice shall b<givenmine DisvictprionD IDe can of sewer sewetrmdon Alsp, 48 Hoots mote shall be ^lvenprier to doing any testing on the 21. Manhole actives shall be stampW SANITARY $EWEA (N¢nah Cazdnc R-IA2or Eutlprdav l0>221G5J and he set(sealing type TFe cad' /I ngexMll be 3i inches and Oe r(edr opminSehal! be mu. >0 13/16 incnu. Waterfght castings shall Dc bvlo down East IDNan 1022ZIPT end oleo cramped SANITARY SEW GR. 22. The minmum slDpe of the sewer shall be. Si>a5 ofph5 Minimum COnstrvded Slo 9-inch 0.}0% to-invn 0.2A% i2-inch Dp3Ee 15-sash p Ig% 18-inch 0.12% ?l. Tbc COphacmrsnvllpmvidcm re a ithe slpp=of the sewer COr rach maMOle uwdiov pme:cssesSUSaeh mess mep¢shall be ceniGadbva Registered land Surveyor Dr Engine: and be available out rile for oMmation by Oc Dismc:'s o Cpe~rm ^psmorc Nan Nree mnMOk scedpns <an be wvnrtucretl in ntlvanec of inch TABLET MW )MUM BPECIFIFD TIME REQUIRED FORA 10 psi DROP FOR S!Z[ A:JD LENGTH OF PIPE INDICATED Denting pramre af¢r srabilivdon no less Nan 4.0 psi an3 no more Than 8.0 psi) Pipe Dlametr Ian, Minimum I Length fw Time, Minimum Tima, fl - Thne for Inneer heo=th. S SpxlGcaOOC Time fo: Length (L)Shoxv, miss L ~ 100 R 150 fl 200 fl 250 P 30o fi 350 ]t 400 5 I SSO R 4 3:46 39] 038oL 3.-46 346 3x46 3:46 3:46 346 3:46 I 3:46 5 5:40 J 398 8844 L 5:40 5 40 5'40 4:40 5:40 5 50 5:42 I 624 8 ]34 298 1 132oL ]:34 ]34 ]:34 ):3M1 ]:36 g52 Io:08 1114 i0 936 239 3.3)4L 9:36 926 9:26 I 9:33 11:52 I 13:51 15:49 1]:48 12 Ib2o 199 36181 1120 11:20 1114 14:15 1]:05 19:58 22:4) 25:38 LS 14ao 159 5342E 14:10 1?']0 1):48 22:35 Sr42 31:09 3536 I 40:04 I8 1):00 133 Zfi92L p00 19:13 25 ~8 3>:03 38:2] 4<:52 4ib I 5]41 21 I9:SO 114 106)OL 19501 26.10 3a:59 43:3] 5.21 61.OO fi94S ]8:31 2a 22:40 ! 99 I36]4L 224) 34:11 9534 56:58 68:22 )946 913o 1102:]3 2] 25:30 88 I]3ofiL 28:51 43:16 51'41 R:OJ 86:32 IOO:SJ IIS9 12948 3D 28:20 80 21366E 353] 53:25 )1:13 89:02 Io6:50 12498 14226 16o:L 33 31:10 R 1 8.852E 41:05 64 J8 86:10 10]:43 1 119:16 ISO 43 1)2:21 193:53 }6 34:00 8G 1 311.166E SLI) ]B55 10234 128:12 15350 1)9:29 205:W 123046 <^ Zen `3 mmm W~ m L~ J N^•. d w F~~ w` v W z s~ U Q` r~ S ti V Z ~ Io~~ z N t`n s~s. a ~ ~ ~ ~ 24. Iv NE evrnr the Contraeror does opt meet We nun®nm slopes, We sewe season and any ahvalfcacd sewer secnods shah b=mmnsrmetW m mee sucM1 minimum slopes. 25. Isramis sac Ip b< hu[alktl with z minimum I4 gauge Racer wire from Ne xye m arc tcrmivua Dpon lamrlwmpledon the eonlrzomrlor the building or home will ulwd the rare form this ¢munus m the builtline danom adjaccm ro rhe'vuildipg. er ~. ~.waNm,,.aaw pa4 rv... rn~rw"aadmaarola a~o4amnaaa<re aaw"»arwr~.l °.. ~..vn M. a~awe,.waamma. m.~a~+., n,E ...., m.., o.ta..,I.N®. Earn. ~tvm¢nvareraam.ace.w>m weaaAm°a~ n rearvwnfimailmewvnv-uenvre aa~mm mm rkv+' um..muw m~n~ ~aeaa~v~ vx.. w~u+vaatvs. w aro. ~,.~ato. n,.edE.Ee.t,~, e.E.®<. mw~..wt m.w„~tas m,a~oE,wt mEnu„a,°E. wa°'°..m.~.~.`~9...wa.aRa ~ ~tw¢%m°~n:"w" m,.aa.R~ a"a~a,:° '°°°°t.,= ~'°~' m'pp.,~E.4E...,,~..,~da.Ea~«a, Ew n w.a.E.~..awtr. v,.,naE.mnx..aE~w~ ~E~v~.,am.aw.,.,r.xw.,4 ~iw~l s+..E.. maro.no~E.r..l.o.:eaaa, o-„ o .. ~d~Er.,Ea"ra„4m~g1H~I'aa.°~"e.,d,,,~~w,w»IE.:."'N.,E' ~"`°a a~ " "w.w Em Nrwna.wa~~N,.a» s. avvnude P.x usaax WL PIPE SoR35v5IXt Yfi.ASIM D.1p3a, SIXINLN PIPE PRFSSIIRE MTEOPPE SOR 21,.15iM pII<1, 51X INLM PIPE REGIMMED JOI Nr pVC PIPE (gREC1pN nt DRILI: Y4am've SRG 3t, AaTM vu<t, slxlrveN PmEtueeanry I.eraapwal mne Gvlret Er54eer1 G0.5HETED bIMSASIM pEi2 GVSN~S: ASTM F<N FRTINGS: SGR]6 vtetlv HO WCrILL IRDNMECHNLCKLODPIING WRH PROPER FRnNGS LLEPN OV15 iO BELOG4TED xO NORETXUJTIgEE FFETFRDN iNE FOUNDPTON RND NOapRET1KNIWRFIPPMi. r. u~p.m w,ne e.. mnnn.mxreuv-I... u 1x~A^~In, e~.NrrraPwlwe P lawae ar.~~ae~ wemmW.M~~PttuwmeMa vwem.*aa soft Z. n.E ~a poa•.ro~w Maw,. LavrEnu. poE¢tamlm ~s+~u v~e~ .vsvnsspPea.JUnavnaraxsogn aw.•e.m..vn wcMlwrrew..d u ~.s ~<..rEmm,m...,,~w. N°E N MUaW r.v+av F~ tmmv.. a.n - mauwa.cxm~ RmeV re:ea elayTwnanp Reggvl WaAe DLeaC lNV1 No'q cdige S4aeA aa~~, maam /azea Pnme: 4pJ Fm. N69M1 12 SWrceRVamgn~papurv+f wrrmveurpryxue~anxm. I.. n memlue ozrcloma aeusaen wn nEn,eu.ePM>on mrm aFe~+'u,li ^4rrdu.+en,p Eem~e. nMaumnm, 2asm unsdzreha Ncf wup Wlnlunr rM u. tae into. wu4§. IwPStsmNxzw.NN,v mv,ocry,.a D W 2 ~U~~~ ~ E "~i c~ z U_ L. c ~ . ~ W '_ ~ ~ £ (~ 2 (/3 ^ z O z 2 C V o ~ e 5 ~ O s U ~ , C302 1 \ 2_i -~ \ ~~_ ~ sue" 3 \ i I~ v n n F n 11 \ -~ -P ]SU SxAt \ , ~\\~315G // \ r: 4W n% `.;s t' '' ~1 i, ~ l J \ ~~ 1L ~~ x~~ ~~ 1 ~~ ~9 ~~,~GD~au~g1 uptt?~® a :~ tom' ~=i ~ / wY' G1 ++ F 1 ~\~ 0 ^- o F ^~ c ~ ~ \ V t ~ L: 4 ` , m4" `a $t i \ F FR > .~~, ` 1\ ;.w~ ~, i. 1 1\ 11 \ -.r ~ 1\ u- \1 LD ¢; ~- 1\ "'\\~ ~: `~i _$ ~f s - Frv 'B __ m`~ ~~ 8a 1Lt W `~ \~ I i IAg 1 \ ' \1tZ.v ~ \S VtlC ` F ` rv .~ a \ 1` ~ ~ ~ 1 t \ >> sC - F\ ~\ \L ~ c~ tE ` ~ r~~ ",~ \ 31bA~~, \ ~ 1 \ ~ E S'~/ ~V~ -~~ / , ` 1 Y& /^ s a I GhA aPC \ \, INv iSM 1- B~ ~: ~'t, \. ~~ `. a ux (`~~ 1 1 "=-Z_ Oq\VE ' ~~ WLSt~~ PO\D\tE 0 n a L\ £~ sE k~ ATM., ~...~ ceA ac TREE PLANTING DETAII, B LANDSCAPE F U LAN NOTES: ~i soD- Au soD swi eE gE,QRfld cRnDE cuuNAnn cRASi soo: oE'emENNRE BL£T'O" NRF ttPE Tui FESCUE (Hf oLER.V. U 2, g w+ j o GENT ERAL M[tZCH NOTE: ~ iX - . mer..m. MNL4 MG1W 41 PROPOSED LM'pSGPE r^ o Q w]mx ux~...< sPEaFlm mxEaWLS~ "~ ~ ~m~~ W .a , ~ a ~ ~ ..m.,,....,E.. ~K W= NOTE: , . MT IXISIHG 1R:F(5J MtT WY REWIRE - ~ ~ ¢' .. i m ~ n RdWA_ BU! IAE NOi SHOWN -N ME PIM' ~ y y i U PAL AS RVNC RQIO CJ- WY Q= DOIE SY1. AS ~ c ~ ` y,.~ry fW µ.~. I ~G f5 >K 1FEFf5) ARE RftOGIFD Rt M' nPneovm u>EaRAnvE ~OCmDR oa srE_ KFIOW WM1df~S FJEIOW Call before YoU dm ~ L Gy c C SHRUB PLAITING DETAII, pow a, ~ w,rmm F„n,~x vx r 80G-i82-X54 ami.~xn= . ~ ~ O SGLC": Y = 20~ - - ~ a r `w eR~ s i - ~ ~ I ~ . RC o to ~c <c R,n E=G.._m~ - i R"08.0700 x 4E M P6tFFPU5cc3 BEIVtEFT- tV£ wp5(MEg GNIX. TL- PuN u.P TI_ P~~ LS, IHC PaN .swl q_.n c IF M ~U6'OOU, mrri.^I T BE CWIXED mM ~ MKK uYER 0! SHREOP]I Pow.^.M =M pLL ;FPUNP = ~ w ~m J«N SiV1 PE w msc ° S ww~m¢ s`x` vimwo ` M ~ A NP s P.u i caare ~o s wi e~ oaMNm .mow. swulu. PR wuewwc oPEinois ~ Ea~ m IA UwM "ex :P~flwm~Ri wccr ' E ~ m~ m = ~i ~ Pu B F PPU x eL Pwmvc /NP crourvP co-hx REPS n RnTES sPSnFla ~ ~ ~ _ rowl Pu[FMEM CF PV~ IEAUyS, -R 5 ~Q; APR w L OS ecSpR. P4HRNG PP7MIpN5 w 9 ~ m •• RCJEI)µ u11PLe T Pp ~ B6 ~ GSp C O a N ~ m wu N~ m E ~ F ~ ~ .F R uy 5Lix6 Sfut RENP BE Ep~ FOti~ TW C 9U q5 G P.M ? VNOSV- P 'SCFVFS E ~ p E °F4GXER M 10 ~ V w r P cPIXRP.~ x sn< P z ~ ~ c wR~ To eo Bw,~ w MLA RE ccx~PR NNL B~BxS?w~CIFE SP iB GED wl'N PP~CF NTTRGIIW nWi mXUPSEA'°6P CORINCIORS EN.TgI PR©R i° uOnxGP JJRS SIr P xI _ _ P i Ip S CIEO µP A° I1°vE- PR RVEC~d PN iXE SNF. _ Mw~il PuvIS ME 10 MC OR fSCE(- MIFAI'JA SIMDARD$ FOR NPRS`F $IDCK 1986 LDIIION f5 $Ef FORM 3! M ~Pq.TPx PF xq~ER.M ^ N m a m ^ ~. PLMrs .x o .u Pm µw to ngtEP °N snE mu RE P~..cm wxw Twn w+u xo. rox~u~ wnv ~ c°NSmLLrn~ Exm°xs R ~PRErnn RY owxER ' ~ LM S SNµy Bp GwR.wI® FPP p OJ OF O E K~ FD.LOW XC Flwy xSPECPON B.' ~ ~ ~u rMEn P PR P. u..c-mRr Br ~.wosu=c PscxER W' .P P" ~ w iEC ° ~ R U flEPLACSx T o x TNE xos wP LN °~~ Nx1' P PAY FOP µ1 ~EAN~~xO rv.£S TMi MnV BE RcPP R.y Fqt NS PoRLIPX r~\ ~ D P~,: ,P ~ ~ Pfl PRLFn ,~ ,E RPo Pa °ME ; ~ P W ~i ~~,~~ M , R~ -o .usP eE . cN.R.cra .N o ~°~ MCO~~a~ ~P~`os°r`uL9ME D ~.m~ MPSS ~ u ' m ~ ~ CP EMRNIORU NFL T. c PESGNEA x wRIPNG PRiOR'O BP Pei NE ipS `M''I " . ~ pi ~ ~ "s E ~GF n W E R x ° m 1 u ^ [ J W ~ n "L°w ` ~m:" R o ~ po+cmm uu i sF:. o in ° x . r ` \ U U N 0 r ES ~ cm .r SCw rn. P . fl ~J ~ J ~j a - . O L,WF B vED TJPSgL u~0~1 Oy ZPPPM.tD u~ Nuy BE . IXSiw.'pp5°L A 5 {yF q - BFCx MPPRID Mac I ^ H .Z d , PRCUI° s. E MNUw . PwmxP sPC N uL D cams D rtDma ME/5 cn MIXNRE co PROS c OT oxc P+R! neFOS ~GR;PE POLixG 50~ s P.flLS roP OsS. N FER APPRwx sNREnom ` s s P 3 ~ 2 s. P~ sR~ aua n . .i s~mn~i c~:us w:iNOw E" ~ N m E cERPFlm mE srns w ~ ME xr rAUxoous wsECrs. " uw.wr °. .n RU RES°uvcs A+c FREE mox Ps.,vs °.a ~7.. o ~ JW LANDSCAPE RECOhA~NDATIONS w .: xa arc cwc wPLm ax wcnAr aL P+wu., •Erna, zr~o m.,Grv Rte. E M ( 1 NT i 9uLL ft 9NPoSm K 4PA4' N9 LYICSGR AWS lXE tlgWMUttM OF Wl1KWR M9 n ,~ ~~ x~ ,H PxM~G LPG ,wN~, flP,~ B,~ ,~SRfl, ~MN~S CF IIIIQI (]) 9WE IRRS qE (1) gMURHIµ mFE 9WL BE PRNpEP aq 1 W IIxFM iCi pc wEpBLL °m m- i9~59' . e Swpf 11e e 1 WruuMH IRr2z iOR , FdwM PMTV4 9Wt 9E MAllp[p µq: Ay ~ pF xrt gYBpWE. ME uxiuW.'MN 6 ME flM'ING AGG 9W1 Nrt I5l an vmr rwt wrzx .vwr.ro ~ Pawme uun Lwrtn x nE rnmn Y~.woxnc uS aL mE w FMM~ 4~ (1~) R ~ M 5 19- I-u[IX! 10 aiu'WS SWLL e( 9•A~ RCSY 9.^iA5 wY xw a weti vmv FSaFI® uWXx4 axuxO MVW PMIXK L02~ ~p4 mm MVS LLUI© x V RFm 9.vP M!n flmrzvE PxECRY M u3. G3 ~1~9W2 MEE uIp LM1E I51 9FUw SWIL AE PWRm Mllm [~GN P.NrtFE WL ryR FICAY SIX (6)RµtS gM1IXl` pR twn nrtNrc mix RF) ,ate Fa ~ a. P»nr~. REWRD - S S~ IATi M`B ]5 SNP u n.w Pecuvw w,E~ r.~.G uRLS vs Lo-..,EO x wE run .,RU wn, mwrus ~ , L ~ WwEifR RMIMC MG SWL H °WAm NONG TE FRM Nio ~ IPF PE.MRm NM'RAE Pql re.rn rs .,~ ~ ~._ twP p~awE ]R¢s mFEE L ~ v~ rm m LwFAa i~ ~ . m.w.m.~ mm m `~` mEY.RU m, M ~ rvoxr ts.sn ~ -. NuD mns s w vna rvea, v , PLANT SCHEDULE ~ SHAOEiRE~ Gwm mm wNVx m~ '>yD twm cYI4A J x 9uw Y s %@YE Sxmv~~ w »,~.,~q : _ vaPw u sP. OavwntFrTU.tEVeacxmu taxes a vm Ls x a u ~ ~ RBi SHRVHS nmFlw CP3X j 9uR MS wYEi ~ Y sVn' ~ •Ny xx4 F sum S L # B Y ndx % ub McMt x yw WG n aWY[s. Vqy vgpeY I wmxm..,wr I MP :: " sw.m ' '~ • P ' xs cx~a I V enr~ ~ wrin st n ~ store EVERGREEN PLANTING & STAKING e .a i . _ ~ ~ FEa,V ,NPFE ;9C a,a FL. AEP'.^pn: Na. 2W8 lnzt~u ~ ~ a a 1 ba \~ \ 1a\ L UY ~\ v` a. F~ 'y8 ~ FIRESTONE a. ~~65? $F \ c \ ~g% EFE = 905.33 $~ :~ _ ~ u `\ C O ~ a ., ; ~ 0 °^~ ., ~. .1 ,. ,., ~ NOTES e' ~.wwn r.aq ~ _E a. mmar.~.. ~~ a \° ae ~ ~. .a u ~ U N v „ ~ o, ~. 1~ FNC NUNt~NCFOHO z'e`o ~''~e ~nz `1 naive. oe:ga.. o.. m o~eP. are sin f'~P o.=.ee w. 1of1 L'JMINAIRE SCHEDULE mm h Gu4iant~ cwaa W STATISTICS ~ } .+ oae one xa xrn • J N'-0 PORRON OF awNRr Tp srov BEtow vnlm C po c LIRE OF RDOE OJERNLVG +B< - ' ' 3 OINENSIWS NOTED u 0 (N/$ONRY OPEN WG] i0 6 MICK CONC. MRDN W1T1 BE INSiµLED miX CNAL FIEID INMENSICNS OF: fi'afi' W1 ~.WI,. (M. EXIEnIORJ ' ' ' ' ' I r-~ J -. NO J a I/3 .J a 1/< NIGH srRIKE CONTROL JOINTS N ' - CRU-5 5 -~ uO 5 a I/].)-a 1/t Hlp UNIFORM pAilERx 110'-0 OC. ~~ 1' C1N-5 CYU-J i/CPVCRETE ~ - 6 I ApRW EL, 99 -9' _. ttPICAL Al EOCE N I' CyU ] I 1'_0' aY I I O 9V TIT D CE wrtM $TM11NG wORK GOS SER f(_lVFNTORY PoINi FOR BOELFD$ SEE ~ 8 1D0 EAIEP OR 25 NTER OR 0. CONTROL JOINTS EL ANI IL sHEEiS I- FI,1 I iOiµ 39 m ~'9 . g ~ <6' I ~ _ q6 _ A 0 t6 S s o 10 ~ A6 ,s5 ~ _ g B I ___ , AB ° I Z e Ip 0' ID-O' p 0~ ~ 10'-D ]-a MO 10-0 4-- - ' _ ~ z •.. ~ OOMESiIC WAT FA sERMICE mTH ° _ ° _ j ~ _ _ ~~ ^ ~ _ _ _ _ D . °OM_N5PO1f! ~ i O _ BGLIgROS. sEE PLUUpmc SHEETS I I sPR s K ( r 09 BCL `~ ~ e l _ $IRIPP WG r0 m PW BI _ 12 BAYN~O l a O 0 9E PNNTEO spoor ~ _ 6MU-5 2J B.Ye6 ]2 RAYd6 - $, B.Ye. 3p RAYe2 IO u -a SFEETr rE.LOw BT GENERgL coNragcrpR I - I ` au-s . R4sED conc. PAD i ~ O F I _ I ~-J ~ A J g FOP CONOENSEA, WrzH = SEE LRIUIY 'm - Q ~? _ BOLLOAOS SEE . . . PUTFORM 11 J t xECNAHICAL SHEEP ul 5 _~ 5 -O g _l ~ pLpy THIS _ ~ ~ I __ ___ F -I~I "~a w I __ __ - - ' ' SHEET ' I cun-J i ~ ~ i ~ ~ E L___l L___ C r F l F l m L___J ____J w m ~ iz 1 P6 A6 _0 c1R. (ABME7 _ ° I Prz a1RUxE env ~ m o 0 ~„ I RooR DR4N sEE ooce ^~ m I ~ slRUCNR.1 AND , $ERMCF ARE. m I _ PLUNBwG SHEE3 ~ a V - I REEFR rp , P r, J,_ . SHEE] s5 FY $IM . I I j VERITY THgr TRENCH gUIN DOES npT •eriCT ~ As BPS+KRDDM POSE euu-s KIGNNENr RACK ODs. VERIFY pIMEN510N OF TRENCH ' m rRENLH GRAIN m 1 5 E~ ~ ORFW miH AUGHNEM FA. .K ueNUFACTURER BEFORE INSTALLAnON IED mill rRENLH ORIJN SH9LL BF INSiN µEE SIRUCi'JRFL -UP ARC rvl , . a MIWMUM CLEP.GANLE OF THE ALICxMENi CONSDLE D PLVNBING SHR.Q fi NI M p m - _ OF Nxf CO r V / IIq. IYP. / 13 P6 la A• I P ~p ~'. F RWJiC __ __ ___ F -l F - l F ____ - ¢ _/ F - l ql SIM ~ Ar oNFR Iz aua rw - o~ i +" _ . HFAO DOOR 15 F] CYII_5 JYARS CY:'-5 6 yY} ~ i8 c w ~5 ~ _ - "~ A6 ~ CVSIONER $~3W QOM U 6 OBeYY9~ BAY ] 9 18 Y ~BAYdS 1) ~ ~ 6 HSY/3 WIS BAYdI ~w in Cu rv IJ-s ~ ~~ I m ' ' a -} I/Z ~ 4 A 1 L LNU-1 du 6 ' V I ' ~ ~ ~ ~ ~ 3 - DI - - ;., L Downspour HORM OO FLOOR PLAN _ I - ~- ~ I~ ~ I Do~iNSg uR ' 2 O I A 5 o 0 10 -v' lo'-D' Ip'-a- D -p- . a -D '-6' d _° Iz'-a Iz-e' IY-e- Iz'-a' 9'-.' ~ ¢U iIS'-e' O ~ O 3.5 O ~ 1 siARnNC wpRK + FOR cONTRaL rl-.0 __. ~ . - .a _-_ - a _ ._. .. 8i ER wgrER mTH I$ sEE IG SHEETS O L IP\ AS ~cTRIUL $ERNLE wIIH BaLISRDs SEE FECTRIUL SIEEiS ~DOWXSOpUi Tolle RDDM 6 B evx R aB"n'IDE a3/~ MICK PLYx000 FaR TEicvHan. AND EIJ=cmIG~ EONPUEM N ~l1NE OE AREA r0 K P WCIWORK SEE ECNU:ICnL ~ yyl ZO ql EE CLEM FliOU ElEC1RICK ~ ItENS. PFNIED RWR SiRlPlxc 9Y G C., CuV-I SEE SKI. FI YS-1 R CcBLwC PIPE Cx45E E%rENO WALL i0 PLYNOOU UECK OVER SEE li REOVIREMEX1s gNOERSIOE OF uR. STID JOIST (sEE ON SHEET EI OpE DECK sEE $rRUC]UPP1 sXEET$J snxucNRAL sHEETs . UTILITY PLATFORM PLAN 5 6 1 -0 OOVmSPoUi I __ TOILET ROOM ACCESSORIES DrscRlPnox O a1' fMS BM wml wpCp bcnEA B^ ~c cw.e e.R .Im .nova acxw © IOCP nsSVE o¢ccuYn O u11mCa k SHFiS -SEE ElF/AnWS FOR 91E O PMER iDwEi DIYFNSFA e. p5PD54 ~F slAilARr NAPpn RSN54 IMrt © ] NNR LacxER. v nm NcN 0 6 . v' ALA scrv O Q) ]R' wµl uQUx>E- ,UPPLY DRCwI.ER © H.wX 6wD PSPENSp O wnN CRE/SE CVgxEx [5MnS[R ^ wc. NDle NL REUS FVNMSrIE- AM wSINIID BY CPVIMiIM. EraPr c. J sx6mm awx ~ ~ . x xrs e l z, oc c REw vR NaN~INc a ° c S wl Ac LS #€-~n BRpNZE WRl O I ACCESS CD <R SEE OErAa Ip/<] €I lD s/B' BOOR sGFE RE cRENCE n/A> O ENLARGED FLOOR SAFE PLAN ]/t =I'-0 STANDARD WALL TYPES UfJ-I a' cvrvrnEre MASVxgr unrz mIH xvprzorvTel RflNFMONG AT I6' OC. VERIICHLY. CORE FlLL INSIIPRON 5CMEMXC q MININUN R VALVE OF IS (No INwunox Ix wTERIDR w41s) PRmIDE spur-FA<E E%iFILOR SWE ONLY. cvo-z 1 k' uETAL sruos Ar Is O.c. mTH s/e' crpsuu BOARD. INFlLL i k RIGID INSUUTON ON 8' CONCRE]E M450NRY UNR WBH HBRIZONi4 REINFORCING Ai Ifi' OC. ~ VERIIGLLT. PR0.1UE SpVi-FILE FMERIOR $IGE ONLY. cORE Flu wsuunoN AcxlET+rvc A uwluuM R vALUC or 11L~ Is. (rvo wsuunvrv IN IMRmIDR w.us) usE WATEPPROOF crpsuM BasRD IxIERwR vDE of raicr wu-J 4+D MoP BASIN AREss. e' coxcRETE wsorvm urvrt mTH HpgrzvNTu REINFORCING .1i Ifi OC. VER]IGLLT. CORE FlLL Ix5VU1KK1 ACHILNNC A ulnluUU 'R VALUE OF I5. wliX 6 BRICK KNEER sEE FINS. FOR LDUIIONS, CKV-1 I k' NEIµ $iUpS Ai lfi v.C. WITH 5/0' CYPSUu BowaD, IrmuL mrR 1 k' RIwD wsuniwN. ox e' gLLG~ CONCRE]E AsoNgT VNR WITi HoRIZONiPL REINiOPCINC •i 16' O.C. VEAnCO11Y, CORE FILL IH$VIPPON GCHIENNG 111L 4 MINIMUM 'R VILVE' OF 15. WITH a' BRICK VENEER. cuc-s Iz' coxcRElE MasaNRr unRS miH HoRlzpnrAL RonFORCwc ar I6' o.c. NFnnuur. cORE Fu GGG<~ IrvSUUPOrv ACwCNxc A MNIMUM R v}LUE' OF 15. 'Lr1t WTN ~ REN4ssINCE STONE VENEER. CW-6 I k- METIL STUBS >i Ifi O.C. MTN 5/B GRSUN BoARO, wFlLL 1 k' RlclD wsuunoN an (z7 6' corvcREr p 40.WNRY UNxs WIIX XOR20N TK REIHFORGHG 4i I6" ~ / OC. KRnC41Y. CORE FRL INSUTARON nCXIMNG % / , [fy[~~[~ MINIMUM R VeLUE' OF IS WNR ! REN4s5NICE STOrvE , ( ~ . ~ VENEER. uan w41ERPROCF BYPSUU BOIRG IxrER10R sIBE //Y/ M TOILET 'O MOP &SIN AREIS, Ms-I J 3(' METIL $iUpS Pi I6' O.C. WIRI a(' GYPSUM ROA90 BOIN SIDES. E%iFNO i0 VnOERSwE OF $iRUCNRE a95vE VSf WATERPROOF OrPSUN BOMO INTERIOR swF of To1LET AND Nov BASIN PREAS. J J6' RETIE STUUS Ai Ifi p.C. wITN )5' GroSUU BWRO YS-] Bv1H SIDES m1R SOUND ATENVRTON BUNKETs ~L(~ BETWEEN. ESIENB i0 UNDFF90E OF SrRUCNRE ABOVE. USE wATFRPROOF GYPwM BOaRp w]ERIOR SOE pE ~ idlF. An0 NOP Bnsrv FAS, us-3 ' 3 $ MET0. STVOS AT I6' Ot. wliH s6" G7PSUU eoARp 1 BOTH voES mTH spLV+v gnfnue.TwN BIUIKETs BETWEEN. E%TErvp PART nON MIN. 1' ABOVE CEILING. O ' } 1j MEAL STVps qi Ifi O.C. MM k PIYWCUO ~~~ BOIN SIDES. PwINTED. ExiExo i0 VrvOERSwE OF smucNRE alOYE. FRP BP^RB AP PJCO TO GYPSUN BOARB WHERE '•••••••••••• INpCn1E0 GLVE ED'S i0 EOCE OE sVBSTWTE APE ID CENNG fi -Z' S' ID Z' s' J a' (zl SHEET h RoD eve-] CLJ-1 €z T c e'-la' € e „ €a 6 Iz €~ M L SIN. G M L '-]' Cull] B ~ D $IM. I I ~ I F JO' y SHOP 0 p~BC ~ qC B LLEerv~in~LLR. I Y SIyZ A] F ~\ L {III 1 6 P WP~~I B z 0] ~i S V 06 E`. •n~ 2-fi' 2 6'OR s' 0' EeD\O. cuu-I I I B ~ ~„ us-z -_ ~~ 30~ s ° 10._%. 16-Z S' R~ ~ ~. Orv15E% I r-G~R ~ I .~ ~. (zl sHEls h pD ~~ u ~V. qz O 1 r~____ _____ cuu-' DISPENSER/ Dlsposu xpr L Ys-z 'MS-: wo mxrtlQ 14 ENLARGED AREA PLAN snicv oli I/a =1'-a PWMRINL rpE eo4m NINIUUu NEIGHi O EACH I sNDE OF uoDER. ( EET osHq cuwfunfs) suovrH FALE cuu ml ' i .ONCItETE EL 100'-O 19 ELEVATION 0 PLATFORM ROVE iRVSE SYSTEM 3/~ the PLYxWO BOOR PAINrm OVER uiL. J015r (SEE s1RUCTURµ)- fit 1 5/B'. IB G< NE'PL JOIST O t6' OC.~ S/0' GR. BRO. NEUrvc orv 1/z' Etx suns o I6' O.C. FASTEN r0 urvDEns DE of Jorsr FRP eqD. pR 3Y' cm. BRp. -k' Bc GRADE PLrwopD CER rvG. PeIN$G _ VrlLltt PIATFORM FlNISH ROOR m BLASE i/^ONCRETE ' .... EL 100'-0 ;` STUD WALL SECTION I>: ~~ !~x -"' ' 3, I~f Nl.j I ~ ~ L I° //// V ~~~ +++III dpi ~ ~ 01>~ QQ Vot a rQ~B ~'N 0 O ~ l i ~ r?u g _ ~~E pie poi I ~ o L E L I (~ / ( LL ~ r VJ ELI Zp Q Z ~ a '^ VJ W u.. W J ~ Z ~ N 2 ~ ~ _- ~ l Q } W (`d Z ~ 2 U EVNf OPPROVK (BY/pgrF): PRyfRtt rvo: STORE x0: J~ x0: FlLE: AI FIwI Ran Pry ogTf: J pECEUeER zave DOCKET // OS 100011 DP AMEND/ACES SHEET nnc: FLOOR PLAN 8 DETAIL S SNEEr NVMBER: Al ~. .' MASONRY CDI~INC SEE 20/Aa.l MAIN aVILDING JOINTS Vil1iY DRI CI( PER MwuP. SPECIFlCSiIONS (mP.) Fa- ~_/Iasaxm 1 4' la-o' VRRT fiRICK `mllsceL catty - sour-F.ICE cuu cMU-I Paveonnon 13 TRASH ENCLOSURE ELEVATION SCALE'. I/4 ~I'-0' _~~. NCO NIINU O US COPING FIISNING VilUtt FACE aRICN GROUT mF COURSE SO LII cMu II s/B' Hoan_ONrAL JOINT REINFORCEMErvr TRASH ENCLOSURE 18 MASONRY COPING DETAIL ' , s' wood $IAiS, PuniEO 0 1 1/f'm Gply. I I STEEL (FAME (TYPICAL) LArcH w/ ErtHOD Ai aE'H 2 m cALV. sEEL aRACwc eEYOND (rvPlaE) Roo Gore aOLr r ROUno soup s*EEL fi' I I/a' wmE . i B' wrvc sar Clli IN PIPE NOTE: WiE aOLi i0 DE OPERABLE EROM EITERIOR LRADE _ I I/r a.D. srEEL PIPE u I I cArE eou NEAw-Dun HINGE m GATE fAefJE ReNFORCeO mrN a-DOLT o URO aRTMU ~ e L ( ) PRONDE 11/4" R OU NO L J I HOL ]' DEEP CON0. SIAa i0 RECEIVE care DOLT A. acsED e Fuar DPEN Poslnorvs NOTE: ~ROVIOE ONE (EPr xanD sDE cAiE, ONE Rlclrt HANG SIDE care L- - J O9 GATE ELEVATION suLE c/a'=I~_o MASONRY COPING SEE 20/Aa.l MAIN DUILOIm JOIrviS PER MAN VF. SP FCI FICATIONS s ~~FOUrvonnarv • I I I 14 TRASH ENCLOSURE ELEVATION SCALE I/a"=1' O' oaMED TOP E _ fi DIP , $io. STEEL ' - PIPE - EILLEO SO LIO W ONC REiE - PN NiEO ~ © -- nNlseeD cRADE~ 1 ~;: 1.~~ . CErviEi STEEL IN - yI'w ~ ' CoN GRE(E PIER - I - 15 BOLLARD DETAIL uASONRr cAP w/ GC PING FLASHING. FULLY GROIR Ai JOINTS 1. \;H /f Ro ¢ae E DINT TRASH ENCLOSURE MASONRY 20 COPING DETAIL (OPTIONAL; sae: r=r_O' v=i ` c s oa °"° ~1 dw ~ ~ + = Q Id =10 j p (~ v ~>! ® o ~lo= d ~~ ~ , ~IO c _ ~ a~ e oc@ ~~ 8 LI ..~ N LL W Z p Oz I- _ / VJ W LL W J ~ J ~ O N _- ~ ~ N W ~ ~ E z ~ = U ZONE A°PROVµ (RY/DATE)-. PROPERn rvc.: SiORf NO.: JOB ND.: me Aa I ram c.aovre oRUU: JAiE SHEEP TrIE: TRASH ENCLOSURE DETA ILS $xFET xOM9ER: A4.1 ~ ~ rn ~m ~ m q bm Z 0 ~im7 G r '~S D I °~r _ Z ~~~ m ~ 9 ~ ~ ~o ax ~~ ~~~ ~~o f '.m ~~s ~ ~~ ~o _ ~~ _~ s y¢e m~ °.cn z s m ~./ _o m ~" ~~ ~_ ~ D ~ Z ~~ ~x ~ `., ~r u ~A ~~ a~ ~~ o " eP ~~ ~A^~ ^ ~~ o~c~ ~uaa~a~~~ ~ z {z my g ~ ~ ~ m ~ f ~ 5 L ~ A ~ ; ~ ~ ~ m ~ A ~ ~ ~ ~ C7 O q 8 _~ ~ F ~ ~ - - - - ~ g r O ~a ~ ~ ~ ~' ~ ~U F E f m ~ ~ g $ F t ~ ~ f RZ f f f F ~ Y o ~{ S ~ A f ~ TI Z ~ ~ ~s9 0~ ~~~~o ~~o n ~ ~~ ~~og ~=~o ~; _ ,~~~ ~°~ °~ m ~ ; ~°v R~ ~ m ~~ A o~ o A z = m ~ ~~ m~ ga~~ ~o m ~s4 c • N ~m go _ ~ ~.. ~ - ~ q~ ~, o ~ m o C ~ ~2 ~~ ~ i ~ ~ ~t ? ~ ~ ~ ~ - ~~ ~~ ~v~ ~~~ ~m 0 ~~ ~S ~~ m~ ~f vy yi.^ A` m x f' ~ ~~ 'fT^i ~' x~ V/ ~: ~ m v ~; - - ~1 a m =~ 3 N' i 'f Ir i {:'173 ~I 1 ' R' ~sld D ~ ~ ~Jadl,. x.47" Z ~~ ^ mar`1A o~cpii ^ G~~~ d ~_~ I fl ~~5; =d N ~I E7 ~zo o ~. ~'~~ r~ ~~~~ ~~ ~r N JJ ~8 ~~ ~~ ~=o ~~ ~~ a~ ~3 ~ ~ '~ ~~~ ~s~ L 8~ ~g ~~ ~~~, O ~ 2' 9~' t t r- ~~ ~r J \ Q~ AC ~-r o~ . ~ .~ z z ~ ~ m ~ D ~ ~ r O ~ ~ A , ~ ~ ~ ~ ~ ~ ~ ~ ~ ,NEW FIRESTONE STORE L 2007 LEFT HAND ~~~2 0. b ~ ~ ~~O~Q ~ ' ' a ~~ ~ HWY 421 .,..•t~ COO U~i]P6C~ ~ GJ o G3@ ~~ $ ~ ~' ~ C t ' I ` , I I ~ Carmel, IL r~n l AS^ ne. A LL .~.. .. ..,.._._ ..~.,,. ... ..~_.,M1.. < ,,~ 0 ~~ ~, ~~ d ~ ~ m ~ oa ~ g Am >p ~ O t _ X `~ m C ~ , N ~tyllftif 1 1~ ~ ~ / I ` I N t _ ~~t~l ~t~~,t. i~ Z C ~~ n ~ T~ ~ Iii ~ I 4 I f7~Ji ~i~j1 11 ~ ~~ n~ J ~d ~ 1I f f qy~~~'f,5 1 I ~ k~~N~Wt )t 11 m~ ~~ ~~ ~' L g~~ v 1 t ~ '~ ~1 ~ ~ ~ ,,1 ~ ~ . i ; t~ '~ f.. 1j ~ _ '. r '. ~ ~ j O 1 ~ ~~ ~ ~ i ~ ~~ ~ 1 ., 45~ ~ ~ 1 1 ~ 1 '~ 1 r~~ 1 it l 1 ~'~ 1 1 E SIGN R '1 ,;: E 1 ~1 S~R~ 1,65 SP '~ I ~ ~, 11 4, ~ ~ ~ `, ';~y ' ~, w 1 ' ~ VVEIHE ~05oSN~~~A~~ Indianapolis, fntlime 46280 Wa~a.n~t ENGINEERS sl2~sab.bbu SCALE: ~" . 15' 0 7.5®0 Page 1 of 1 `r, ~C -_ A.: 1 1 1 , FIRESTONE SERVICE CENTER SITE RENDERING Date: 29 December 2008 1 i~ ~; i ; ~~~ 4 G i 3 mV O Nn N jE as a~ ~m 8S n oy ON m ~ d ~ °o u ~g~ o w~~ ~pQa i~ ~N 1 ~I~~F ~ 10505 N. College Avenue ~ WL111L 11111111 Indianapolis, [odiana 46280 ENGINEERS weihe.net 311 846 - 6611 Land Surveying ~ CMI Engineering Landscape Architecture 800 452 - 6408 31 ~ 1843 - os46 fa> hI.I.AH H. WEIHE. P E.. L.S. ~ PRF:SI~ENT ,r r ~ ~ T.w ~ I" ~ ~ t~ r r4, F r Y~ "+ ~ ~,,. E I 7~ i ~b 2 f ~ r = - ~ rA I~~u t v~ « ~ .: I `' "` I ~ ~~ ~l ~~ ~~ I~ ~ I ¢ ~ ~ ~~ ~~I ~ .~ PI~P09ED FIRESTONE ~ ~~~ „ ~'~ " ~ . ,, I g ~~ I ~ ~'~ ~ ~~~ Yom.. °"~N .i5- ; .. ~ ~ I ~ f S . p r~ E ~.4.. a _ -~~ . ,,.. l ~ -~ ~ >_ s~~ ~~ = 80~ Firestone Service Center Weston Pointe 0 20 40 80 Page 1 of 1 12-23-2008