HomeMy WebLinkAboutPacket 05-15-07
Cannel Plan Commission
Carmel, Indiana
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FINDINGS OF FACT FORM
DEVELOPMENT PLAN CONSIDERATION
DOCKET NO. 07030035 DP
NAME OF PROJECT: Pro-Med Lane Holiday Inn
PETITIONER: DeBoy Land Development Services for Justus Home Builders
_ Based upon all the evidence presented by tbe Petitioner and upon tbe Department
Report of the Department of Community Services, dated, we determine tbat tbe
Development Plan complies witb the Standards set forth in tbe Carmel/Clay Zoning
Ordinance.
_ We bereby approve the Development Plan as submitted with the following specific
conditions as agreed to by the petitioner.
Condition 1.
Condition 2.
_ We bereby disapprove of the Development Plan as submitted for tbe following reasons:
1.
2.
3.
DATED THIS_DAY OF
,2007.
Commission Member
': .,'
.1._
DOGS
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SITE CONSTRUCTION PLANS FOR:
HOLIDAY INN
Des rv.yO",
501 S. .tlt Street, StIIte ~ lfoble."'Oe, III, 4_
.......: :117.770.11101 Far. :117.770.1821
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1lMDWE8T HOSPITALITY 0R0lF
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DEMOLITION LEGEND
<!> REIICM UISTlMC TR[[SNMlTS Of TREt ItDiIOVAL
~ ItOIKM: [lCISTIIli CURB 11ft) PA'lOENT
DEMOLITION NOTES
,. AU. ElISlWG ~ MIl) AU. ASSOQAl[I) UTU'h[S ....... fH[ IlI.l&.OIIIG. a&rlMC SLAB
AfC) FCUlOAllClN 5iAU. .: DDICll/SI€O MIl) AOIC:nm ntCIf 1H( SITE. ~ HAZMDOuS OR
CCJIlT~1D) lIIlIATtAIALS AIlE. FOl./ICI, CDIlRACTOA TO CCM'CJlM 10 AU. APfi'l.lCAaE
fllEGlJl.ATOItY f'ftOC(DuR[S IIfD NOTIFY A CO\lT--.Tm MATERIAL RDlOVAL a>>lTftAC'TOll
2. IJRMl. P\.ItC[ OR OlH[RWIS[ ADiICM. COLLECT AND LlCAu Y DISPOSE << 04DIlC.Il$.
CASES. 0lPlOSNE:5, ACIDS. F\.AMMAIIUS OR OMR HAZARDOUS WATERWS MD 'MSTE BUOAE
PROCttflIrG ..... 00IaJ1XJN CIIOtATICIlIS.
3. ct>>lnu.cTOlt SHAu. MOlY., IUll.tlIM; fifSP[CTOlt "OR (l[M().lflON PROC[Ol.JR[$.
CONTRACTOIt 10 cown _TH AU.. Afl'II'UCAa.[ FtCDlAL STATE AND LOCAl EIMROIilMENTAL
.......TOOIlS.
4. CDillRACTOIt SHAu. N'Ply fOR NCl ceTAlN AU. A:E~ PERMITS. N':l..LICING DDKllI1l(Jit
AND R:OIOlUt. Of APRCJrtS. ETC. IIErOlt[ nc srllflt Of Nil" OOKlUtOt.
'- COJiI1RACTOR ~ IIOTW"Y AU. NTECTEO ulUTr COiIPAHlES AT LlAST 12 ttQJRS PRtaI
TO TK stAAl Of" DDIClJ,...
t. CONlRACTOIt SHAu. eN' AM) ....... AU I.N.IS(D UTaJTlES BAOl: TO NCPERTY LM:.
CONlRACTt'R TO rCltWMO. .. DRA'MJiIC fORtll. TO NtCt1lTECT MD DIGIfC[[fI. lOCATION a- All
CAPPED NCI UNJS[D UTl,ITl[$. LOCAlE. CIOfTln', SHUT OfT. DlSC:OMN[Cl NeD Sl:Al OR CAP
orF IOCAT[O UTluTY SER\IIClS SDNNG smucl\RS 10 BE lXlIClJSKO.
7. CQNlRACTOIlI SttAU.. COWOMl TO AU.. AI'f'l..lCIraf RECtA.ATORY ~s .eN
OISCOW(RT or HAlNalO.lS OR carn......1tD MATERlAl$.
.. DIFlO'l' A CEAWlED. UCENSm DOEMMATOR 10 mEAT IIUI..lac; MD TO COMlROl
JtCODns NrG ~ BEfCJt[ Net 01.-.:; QPEltA'hONS.. IF APfI\.ICAa[.
9. CONlRACTOIt SHAu. CQNTACT lX'LLClP[Jt REGARt*G M SALVAC( CT Nn Oftf-snE
...........
10. It IS THE COM1'RACTOlIt"S l(['$POII5aJlT TO OISI.JI[ lHA.T AU.. -.-c RDIOVAL. UTUlT
Rl:MOWIL. NC) U1l.IN ItELOCATlOt N/IL DON[ AT M ~C1lOM OF tHE AfIfl'ROF'IAlAf[ ullUTY.
n. AU uTlJTY lOCATlCINS SHOItll ON THtS SHEET ARE Af"PROlaMATt. IT IS THE aa.mACmrs
RrSPOtrrSeuT'f TO '4DIf"Y AU.. uTl.lrt lOCAltONS-
12. It .....Y IE N[CES$otItY TO JtEMOW: OR RD..OCATE o\OOlTlOUl Ul1I.11lES NC)/OR ST1tUC1\.lR[S
NOT IOCAlEO ON MS SKrT. A PftE-CXlNS1RUCT\CJII MEIl'IC SHO.110 IE so uP TO [STAIllJSH
TH( EXTENT CT __ .aSSART rOlt CONSTJtuCT1Olrt Of" ElUIlJ)IrcC MO PNIQIIG LOT.
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N[W CONCRElt
R/fI PA\iOlOIT
NEW ASPttAL T PA~"T
.W ASPMAl.. T PA'lOIDIT
NEW .- aJNCA[t( 9DEWAUC (~. .x)
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fiIEW COJIICR[Tt: 1RNrSrCRMER PAD
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.. CONCAETt _n ta.LAA
MEW PA'4DIDIT 1IMK..c;s
.. NtEA UGHT
IIIEW COJCRET[ PAVEMENT
N(W ACaSSl8l.E PoWaNG 5JClN
fiI(W ontA SDI
fiI(W EIIT SDI
NEW EOCi( (11 ASPHALT PA'<OIOIT
ME. Dl.IiPSl[R iliAD
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1. SEE SHEET "C10.0" F"OR SJ'TE DETAILS.
2. SEE SHEET "<:9_0" rCR SIt[ SPtDrICA'OON$.
3. AU CONSlRUClION .'btIrI PI.8JC RlQtT-QF_....,. SHAU COiFOAM TO
on SlAlllOAADS Me RElJJIIDIENrs.
". AU DIMOfSIONS ME. TO Tli[ rAOl: ar CUIlB AM) rlla. ar BUllDINC.
~. AU ~ 1M. TO I( ~O' ..-.css NOlED OTt4[R'a5(
SITE DATA TABLE
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WITS THE LAW"
1-800-382-5544
ClENTNAIE:
1laDWE8T HOSPtTAUTY GRIl)l..P
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tZ208ROCJlICYl.lE WAY
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OATE:02-t5-07
PRO.ECT NO.: 2CJOS.OtG2
C2.0
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;T:'5 ACAiNSl n-.r :..... 10 tlt:CAVA![ OF 13
.!t<)l;tlrtO!lF~T!<(~RGtt().INC
tOCA';9oj SER'oIICE TWO (2j W(lRl(1JroG !:AYS
8lTORE COlAl[~ 'IIOl'lK
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NEW sw.tU F\.01l.WE
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NEW GRADE
GRADING: c;:(NfJUr,L. NQ1E:S:
I. THE OONlRACTOA SttALl 'f[RIFY AU. DlIIlENSIC>>rS IN THE flE1D PRIOR TO STARTIII; OllNSlRUCTION
TH( OClNlRACTOR sw.u. fl[ RESPOtrt9IlLE f'OR All rno tlIIENSIOJCS. F Nty DtSCA[PANCl['$ NlE
rlJUHD IN 1l€S( PlNCS FRCIiI TH[ AC1\lAi. FlELD CONDlllONS, THE Cl:IfImlACTtlR SHAU NOllfY lH(
[frtQN[[R IMMQJlAlELY.
2. Tl1E OlCAVAllHCO CONtRACTOR IllUST TME PAllTIO.IlAR CAR[ -.a. [XCAVA1lNC iii AfC) ARO.JN)
rlClSTJIQ ullUTT LINES oVCJ EOJlf'M[NT. ~ COWER R[QUlR[WOITS 8'1' ullJTY CONtRACTOR'S
IMO/Uf UllUTY CC!MPAftI(S so AS NOT TO CAUSE 0MfAQ:..
J.PROVIOC POSTI\'( CIUINAG[ .'rton ~ .. ALL AREAS At1[R WSTAU.ATIOtt. COtTRAClQR TO
lE$l FOR,. /1M) a:l'R[CT. IF NlY. "8IRD BATH" COfC)ITIOJCS.
4. THE CQNlRACTOR SHAll NOTIFY AU. UllUTY CCliPANES n HOIJRS BEfORE CCNSlRUCTIClN IS TO
START, TO 'f[AIFY F lIMY u11UtlES ARE PMSEHT ON SIlE. AU '€RflCATlONS (~. ... 0IIlt
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5.AU PRCPOSED SPOT ELEVATlONS M[ Tt1( rlNAl PA'<oOlOIT AND nNAl. GRADE [L[VATION$.
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1.S[[ APPROPRlATE DETAl.S TO DETERMINE SUBGRADf EL[VAl'IONS BELOW f'WSH GRAD( EUVAlJ(JfS
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TRANSrORME:R
SANTARY SE'M:R
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UTILITY NOTES
SANITARY MANHOlE
SANITARY SEWER ClEAN OUT
STORM SEVIER
STORW SEWER INlET
NEW CONNECTION TO EXISTING UTll.ITY
,. SEE M[~ PI..AHS FOR LOCAnQM NiIJ Silt OF SANITARY DRAINS. w,.~ lINES AND FIRE
PROTECTION.TMIN Bul..0lNCj$.
2. COMPAC'fED GRAMUlAR GAOl: FlU. R(Clu1R(D 0'<l[R All UTl.ITlES IN P"\€I) AREAS
1. M COImACTOR SHAu. conACT ALL UllUTY COMPANl:S TO LOCATE AU MAINS. COrcDuIl5. SOMa:
L.lNEs, ETC_. IN lt1[ MTECTED CONSTRuCTION AR(A. [)OSlIN(;: U1lJTY SlIlUCTUR[S AA[ ~ t€R[ ..
....CCORO.tHCt: .TH AVAllA8LE lNf'ClAMATlON. M LOCATION NC1 f'ftOTECTIOfrI OF uTlJT'l' STRuCTURES AIfI)
F"AQLJTIs, THtlR Sl.lPP(RT NIlJ IIAlNlDf.NrtlX OURIMG C045~ (.. COCPERATIOH ... APPl.1CAa.(
\Jll.JT't) IS lH[ EXPRESSED RESParrSSIl.ITY Of TME CONTRACTOR.
4. lItCP.. REH"ORaD CONCRETE PIP( Q.AS$ .
P\lC.. POl'nIN'Il 0tl0Rl0E
- SAMTARY SElI[R - AS1liI D-J034. SDA-J5
HCSP .. H(UCAll.Y CORRUGATED SltIl PIPE - ,. GAUC( AUJ....zro
~ nfXI8LE PlPE TO 8( INST.....LED PER ASllI D-2321. Q..ASS 1.2. CIt ] BEDOINC. RIGID PI"[ TO BE
INSTAllED PU ASDI C-12
6.. 10 lIWEAI.. FEET OF 4. SU8$UFAC( ORM4 R(QUIRED EACH WAY (uPGRADE) ntow AU STORY INLETS
(UNltSS ~ NOTED ON Pl.NfS).
1. fOR 9T[ DETAIlS 51:[ SHEET(S) .C1o.lr.
II fOR 9TE SPECIfICATIONS SEE Stt[[T .CS.lr.
9. fOR SOlt. EROSION AND CONTROl. OATA SEE SHEET(S) .C1.0. a .C&O'"
10. AU. COHSTRvCTION SHAll CONfORM TO THE OTY Of CAAMEl STAND.fJlO SPECIfICATIONS. !..AlEST
EDITION.
STORM STRUCTURE TABLE
"""""'"' """""" ......., ......., c.osnNG """""'"' snoucn.o<
- oun.. BEY .. "'" "'" "'" ,.,'"
STR-I ...." 18" RCP NW. .. ~.IS 21. RtP E. .. SJ4.t5 .-- lTP( l - INlET SEE STORY DETAILS
STR-2 ......17 1:1. RCP n. .. aJe.25 18" RCP SE. .. 1!llO.1S .-- t'l'PE l - M.ET SEE STORM OETAllS
12. RCP SW. . 8J6.!l5
I SlR-' 844_12 1r RCP 111[. .. 837_21 .-- 1W'E l - MET SEE STORM DETAILS
SlR-' ...... 18" RCP s. .. 84000 R-4.21~C ",PEe - TARO INLET SEE StORM DETAILS
STR-' ...... 15. RCP SE. .. 831.'2 R-34~ nA: l - "'[1 SEE STORM O(TAllS
SlR-' 1.17.34 t.. RCP iii.. .. SJ4.15 24. ItCP S. ... 8J2.47 R-421~C ""', - TARO IOIlET SEE STORII DETAILS
21" lItCP W. ... 1l2.7t
STR-7 ...... 24" RCP N. ... 832.42 21. ReF' S. .. 832.29 R-lm As:t. - AQUAS~ SEE STORIII O(TAlLS
ElCISTJNC SlRUCTVflE 835.24 21. fKP iii.. ... 1l2.25 R-ln2 T'tPE<< - STORIfIUt. SEE STORM D[TAllS
STORM PIPE DATA TABLE
~"...... ..."...... - - ~"...... ::..,........ - - -
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STR-2 STR-I "" ..,. ....,. 1U5,1:1 ,r 112' .
I SlR-' STR-2 "" ...... .'802 ...... ,,- ..y .
I STA_4 SlR-' "" 0.1711 137.2S1 ...... ,.. 110' .
SlR-' STA-S "" ].1511: ... 00 &:M.15 ,r ,..' .
I SlR-' STR-7 "" 0.53'1 8J2.47 &32.42 ,,- 0' .
Sl'R-7 EJaSl'lNG STRuCTURE "" ."" 83220 &32.25 :ro- .. .
j SlR-1 STR-s "" ,,.. 134.15 832." :ro. "',. .
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INLET PROTECTION
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EROSION CONTROL NOTES
1. S[[ SHEET'S) ~C1Q.O~ FOlt SIT[ DE1M.5o
2. SEr SHEET -cg.o'" f(R SItE 9tClFICA'OOICS..
3 AU. CONSTRuCTIOJrt _THIN STAl[ ROAO RlGHT-OF-....y $tfAU COMf"ORIilI .TM THE IlIOIMA
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4. AU.. CClNS1RUCTJON .~ PUBuC RIGHT-OF-WAY SHAll CONf"ORM TO M CITY or CARMEL STMrlDARD
SP(Clf1CATlONS, LATEST EOt1'lOH.
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ACCQRDNIK;( .lH AVNlA8U N"QRMAllON, THE l.OCAnQIlI Nt/) PR01ECl1OI\l or UTI.ITY SlRUCllJR[S.
not SUPPORT NCD MAlIIltNANCE DLIaNCO CONS1RUClOl C.. COOP(RATIOJrr$ .lH APPI.1CIaE uTIJTY
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1. AU. SlRUCT\JM[S Wll1lH THE UMlTS OF COtcSlRUCTION ARE. TO REa:IW: lNUT F'RO~CTlON
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POI !hOIAAA ST"'Tf ~.W'Ca-.l-?&
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1. CONe ....9<lU, AREA St1....u. BE INST~tC ~ TO AAT COke Pl~T 0P\l S1'l'[.
]. SIQrI/S SIiAl..t BE P',-"cro AT TI1[ CCMSTltVCl'ION r,,'fRANC(, AT THE w.\9-IOUl A.RrA.. AND (l..S[-.ERt AS Nfa:SSARY TC
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4. AT T!1E ~I'$O or cor.~~llOfII. Ali. ~ SH...w,. l:'E ~ fROII T,o<( ~1t AND O!SPCSW 'Y AT AN APNO'A:O .....ST[
Silt
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ST~'UlEO ~ A WNd<<:." A.~\€O eY 'l)t[ !NsPECTOFI
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toT[.:: WHOt USIMl; CEU-G-SEED DO MOT saD PREPARED ARtA. a:LL-G-S[[O MUST K IlISfAUED WITH IW'ER SU
llCMN.
2. 8EGI'I AT THE TOP Of" TH[ SlDPE 8'l" NC:Hl:lAIfG TH[ Ill.ANKET .. A ,- (15cm) DEEP x ,. (15cm) wa: TRENCH
WITH Nl'PROXlMAlfLT 1T (]Oem) Of" Bl.Mll;[T EXfDIDED lIE'l'OND THE UP-SlOPE PORhCJrt Of THE mDICtt. ANCHOR THE
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IrNI) coww::T THE lRDCH N'T[R 5l.tPl..lC. APPlY saD 10 CQIIPIlCTtD SOl.. NCl FOlD ~ 1T (.lIOI;m)
PORnON Of" IlL.MK[l IMCIC QIlIOI saD He) COIrIIPIlCT[1) SOL SEClItE aNIKEl tMJt tclMJW:T[I) SOl. WlTl4 A ROW Of"
SlAPliS/'STNtES SPN::I:D APPRlJXalMTUY 126 (3Dcm) II"Nn otCROSS TH[ *DTH Of" THE lkANKET.
3. ROLl THE ElN<<[TS (A.) 0CMll OR (8.) HORllONtILlT ACROSS THE SlOPE. IJ.MK[TS WI..1. lMD.J. WITH ~T{
$I]( AGM6f THE SOl. SlR"AC[. ILl EI.JlNCETS ItIJST BE S[ClIR[Ly rASl[N[D TO SOl.. SlJtf"1lC[ 8'l" fI'UOiIG
5lN"lES/5lMtS ... N"PtKJPIIAl[ LOCATIONS AS SHOWN IN THE STNU PATTERN QAtJ[. WHEN USlNC 0PT0rW. OOT
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~ SlAP\.[ PATTERk
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BEJrG .INSTALlED ON TOP) [\0 -.rH TH( COlORED SUM STfTOt CW\l THt ~T IfC51'.tU.ED III.JMC[T.
5. CCJNS[CUTl'o(: aNaa:TS 5f'UC[D 00iMrIl THE SlOPE MUST BE Pl.AC[D END ~ DI) (St<<NGl.[ ST'f'I.[) WITH AN
N"AIOXIIIATt r (7.5cm) CMRl.AP. STAPl.[ THRCllJGH OVERlAPPED NlEA. APPROX/tlIATtL'l' 1T (Xkm) NWtf .tCROSS
(trmR[ lIJlN(E1 .-rH.. NCJft: ..... LOO$( SOl.. COIdlrTIONS. THE: US( Of SlAP\.[ OR SlAltE LEIICTHS CREAl[R nwI 8-
(15cm) 1lIA'l' BE H[CESSM'!' 10 PROP(R..Y SECURE THE Bl.AMKETS.
EROSION CONTROL BLANKET INSTALLATION
ON ... SLOPE
DAIIDT SACJ[
BY _ 1-__7lIlI-_
InstallaUOD and Maintenance Guidelines
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1. PRENRE SOL IIUORE 1NSf~ ~ IMCU...... Mtf NEC:ESSMr'I' ~101 Of UllIL F"ERTUlER. MID SEtD.
NOTE; WK. USlIIlC CEU.-G-SEED DO ..". SEED ~ AftEA. a:u-G-SEED WST BE INSTAl..l.[I) WITH FW'(R SID(
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2. 8[GIN ..T THE TOP OF THE CttliIM€l. BY NICtClfbIIl; TH( -.....0 .. A ,- (15l;m) D[EP X .. (15cm) ftl( TaDICH MTH
~Y 12- (3OI;m) OF IIlI.JfiIC[T UTDaD IIFrOIC) THE LP-SlOflE POATlOII OF Tt€ TROICM. ofrNCHOA TH[ IIlANK[T
WITH A"" OF STAP\.[S/'STNCE ~Y t2- (3Or;m) NWtT III ntE BOtTtIiI OF" THE TRENCH. IMCICFlJ.. ItI4D
CQIIPIICT TH[ TTIDOt MTDt STAfUC. AWl'l' '5[[D TO CXIIFJtCI[D SOl AfiC) FOlD RE........c 12- (3Dcm) PORJIClfiI Of"
8l.AM[T IJIOl; CM:. SEED AND CXMW:TtD SOIl. $[CUA[ II.MlCET OVE. COMfW:T[O SOl.. WITH A ReM' fIF SlNl\.ES('SlMES
SPIC(O ofIfIfIAOUMTtl.'l' 'Z- (3Or;m) IIWlr ACIIOSS THE WIDTH OF THE 5..NM[l.
.). ROlL C[NT[R aM<<ET .. OlRECTtC>>I fIF WATtR rlCJlr IN BOnOM fIF 0fMNEL. EIl..MICm WU L.MtOU.. wrTH ~T[
sa: ~ THE SOl.. SUtf"M:t. N..t. aJM({T$ .-s 8[ S(ClfI{lT FASTD€D TO SOl.. SlIIf'IlCE 8'l" P\JIONC
Sl~" ..~lf LOCATlCNS AS SttOMll .. TH[ STN"tL MlTERIII CUDE. -.:. USItIl; Clf'I'IOJW. DOT
S'l'SltM . SlNlUS/STMES SHOlAD BE PUlCED THaCIuCH EAOl or THE CQ..ORED DOTS c:oRRESPClIC-.c TO THE ~T(
STAPU....TTtRM.
4. PUa: COICSEcurM: II.IlM[TS DC) tMJt OCI (SHMC:l..E SlYLE) "1H A .__,6 (1Ocm-15cm) 0VEItl.AP. USE A DOl.8.[
_ OfF ST.tPU:S ST'GCUED.- (H";m) IfIMT MID .. ('0.:...) ON CDnER TO $[CUA( EllMIC[1S.
5.f\.U LEICI'H[[ll;(or lJI.ANCElS...T TOP or SlD(Sl...Of'('SMUST.~WlTH"_flFSTAPl.lS/'STNC.ES
~~ lY (3Ocm) IIWff .. .. 86 (t:iclrl) DEEP X ,6 (1:iclr1) 'MOE 'TRDOt. 1IlllCKf"U."" CQMP.IlC1 THE mDICH
.. ~ EIMlICETS MUST BE 0r00I..tfIP(D: AflfIROXltMTEl'l' T-!lo" (!Xm-12.5cm) (D[P(NDlfC ON (IVrIN([T 1m) NIO
~~ ~N~THE~~5rNIl~'~ ~:...~ lUMC(T (BtMKET BE:N; lNST....L!D
7. III HIGH fLo. CttlrNlEl APPuCAlOG. ... STAP\.[ CHECK SlOT IS R[CXlIlIMEtrIXD AT lD TO '"' rOOT . (lm-11m)
~aw:: TH[U'SE~~ Roe OT STAPlES STACCERED 4- (10em) NWn NCl 46 (10em) ON CDCTER OllER ENTIRE
8. THE K.... END Of" THE Bt..WC[TS MtIST BE NCHORED *1"H A ..,. Of' SlN'US/5'fNC[S N'PROUMTD.Y 126 (3Otm)
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a ~ WATER ulilE CRfT1Clll.PC>>IT$ Al,.0fC; THE CttIIItH:l Sl.RFACE
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DESIGNED: BAWAtCB APPRiO'tEO; M..D
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,:.C"!E~~APlE PA'!lERN'i APPLY 1'0 AlL NOR!I-f "'MER=~~=SiON 9l..ANKETS.
2. ST...PlE PA",!""![IU.s ......y V...RY DEPENDING iJPON SOtl TYPE ANO AVER"'GE: ANNUAl RAI"lFAl..L
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DIRECTED ON"'!"O 9L....~!([TS. ST.1dU: P...TTERN -C- SHOVL(l ElE uTluZED.
4 CHANN(L L!NiNGS RE.:)UiR[ ... 2' (MIN.) OVERLAP AT LONGiTUD1Nk JOINTS ~NO SiDE SlOPES
RECU1~ ... 6" (hll~) C\lER;..AP. 'M-l[R[ CWfRL"'PS OCCUR. THE lJPS"!REAW BLANkE"! S....AU.
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5 IF OTt-iE:R TI-iAN NOR"!H AMERiCA'" GREEN EROSION C'C'NTROr_ BL"'Nl<E"!$ ARE INSTALLED
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~ Of LA'tERIrl. MS1Al..lA'TlON REOI..IR:MOlTS
AU HOuSES. 8UIl..OIfrfCS. ETC_. SHALL c:c:MI[CT TO THE 0tSmICfS SNlTARY S{'/IIER
S'l'S1Dl .TMN 90 DAYS or MOTU PfK)W)lNG A SEWER IS W1Hlfif >>0 my fOR
KMAlOH all.*TY OR 100 FUT fOR 9OCI€ CCl..NTY f7 THE PROPERTY UM:_ ONLY (JII[
-....o.c: IIIAY C(NiI[CT TO TH[ S[~ ....... PE:R lAT!:RA&,. IJNl($$ 0Tt€R'M$[
~8YMDlSTRlCT.
NO f'OUNOAllOM OR 01f€R STOftIII WAD DRAINS SHN..l BE _1EJtCONN(CT'ED TO M
S[1I(1t LAlDW. MTAUED MilD COMlEClEO TO THE DlSTAICrS SAMTART SEWEfl
1H[ EIOSTlNG 5EIO: LItlE fROM lttE BIM.DING TO THE SEP1lC TNiIK MAY QHLY BE USEO
.. IT IS I..OCAtm UNOER A 8lJIt.DfIG .tDOlTIDN. PAllO. PORCH (It PA'tID DRNE....y. Ala
1tST 1$ IIl[O..IIl[D TO SI10W ". ACC[PlAa.[ RJR 1tE-USE:. 1H[ PROPERTY CNI<<1t SHALL
BEAR THE 00Sl CF AU. 'fE'S1'WC. K DIS1RtC1' lNSP[eraR MUST IJ[ 0NStl[ ,(It K
OUltAnott<< 1H[ AIR TESl.
fH( o.€R OR COlIlRACTCR SHAU. NOTIFY THE OlSlAlCT PftIQR TO CO\I[RWCO 1'H(
IiCSTAUfi) LAT[RAL so lltAT THE QISTlIIICT CAN MAl([ NIl ..sfI(ClICIt TO D[TtIiltlllN[
COIItPI..JNG: .TH THE OSRCTS SE:1IER US[ 0RI>>WtCE. SUOt NO'mCAlIClN SttAu. BE
lUGE 24 HClJRS NSOR 10 1H( tlIEED FOR 1M: IMSP[CTlOJt. .. THE WSPEcnoN rAIlS
NfD A 5I:CXltCD IN5PEC'nQN IS R[(MII(D, OR CONlRACTClII 1$ NOT CIIII SIT[ fOR
SCHEDlUD INSPECTlOJrrC. OR fAILS TO CNICEL INSP[CTION. AN MXlIllONAl f([ or
1101100 ~ IE DUE. THIS IllUST BE PAID PRlCR TO THE lIME or THE FClLLOW uP
......cnoo.
PROPERTY CWr<<RS All:[ HER[BY AD\1'5ED THAT THE CQJNTY 80MD or HEAl..""
RfCUlAn:S THE OPERATIOH NCD YAlNTENAHCt 011 PRlVAl[ SEWAC:( 0lSP0SAl (SEFnC)
SYSlDIS. M ~TY CIUJWiIC[ PROW)[S If PART THAT. lJPON CClIH:C1ION TO A
P\8.JC SE'IlIER. A 5lP'hC TAM( ....SHAlL lIE A8NCXIil[D N<<l f'UE() .nt [MTH[N
MATtJIAl .. A SAft AND SANITARY lIIANNOl- PUASE: CONTACT THE APPROPIaATE
c:cJ.MTY BCWtO or HEAL lH n:. FURTH[R WOAlIIAllON.
ACCEPTABLE PIP( MATDULS:
P\lC PIP(: SDR J.5. ASlY 0-J0J4. $IX INCH PIPE
PVC ptp(: SOIl ZT. ASRI 0-241. SIX INCH PIPE
liASlCE15 .IOIIlS AS1M 03212
I;ASItETS A$TIiI "-477 nTTlMGS - SDR-2l!i
0UCTll.( IR(Iit III[CtWOCAL CCJUPurIG .TH PROPER flTTlNCi:S.
a.fM OUTS TO 8[ lOCATED THR([ mT .T*C THE fOlN)A1lClJt AND IilO M(Il[
tHAN TOO F[[T N>MT
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USE IiIlJM8[R B CRUSHED STONE OR MlaiIlIIER 8 fItACTUR(D rlJ% AGGlfl:[I;ATt F'U
IltAlERIAl IS TO lIE Pl..ACXD FRGI e IOlES Bl1.OW TO e IOiES NI(N( THE: PIP{
THE 'fll[NQ4 SHOULO EI( A ........, Of 18 ICHES 110[
l.ATtRALS SHAU.. lIE IfIISTAL1..ED NO CLOSER 1HM 20 f'EET tIlOII WAD 1IEl.lS UNl.ESS
"W: PN:SSURE c::RAOE fIWI( IS USED 1llEE:1'lNG SUIt 21 NiIO ASTIt 0-1241. MY
I'ftal'OSm INSTAUATOI R[QUInMC PRESSURE PIPE SHAll IE ROI['IIIEO AND AOCEPTtD
IrY THE DmfllCT AND 1M: 0IS1RICTS ENGINEER PRIOR TO INSTAllATION.
~ A lRANSI1lOH IS MADE BETM:EN SUR 35 PPE NClI PA[SSURE GltAD[ $DR 21
PIPE. A DuCll,( IRON GASKE:T[D M[0WrIICAL CCll.PI..JIfC SHAu. IE usED.
l.ATtRALS !iHAU TtRMINA1[ .ncor. 3 FU1" or tHE: BIADNC \N.ESS tHE: COtOTlOHS IN
~~~~ 1IlET- NO Q.uEO Pft Sf AU.. IE IN$TAUfD O"fJ'SlO[ or ~
AOOlTlONAl IWORMATlOI\l ON IJST'AlCT STANDARDS "., SPEQFlCAtICNS MAY IE
OIl.ur<<o F1tOM K IlISTRlCT"'S oma: Dl.IRIrC BUSI<<SS HOl..RS or 8:00A.... TO 4:30
P.II.. lIOIDAY lMtOUCiH fRI)A'I': AlL 0lSTRICT STAlCJARDS CM BE lOCAtED ON OUR
.:II SITE "'T http;l-.drw4.Oltl.
..
Cl.AY ~ RElOilOICA&.. WASTE OISTRlCT
10101 NOItl'H CClU.(GE sum:....
lIClIANAPCUS........... "'28)
PMONE: (J~7) 844-')200
fAll; (317) ......-.203
12 SEPllC EFTlUENT SHAu. NOT BE PlM"[D OUT ..TO THE SNrITMY SEIlER S'l'STDI
13. 1M: 0lSTRICT SHAll. INSPECT AU. LAlDtA5. Pl.EASE CAU.. THE DISTRICT oma: AT
{1I7} 844-9200 24 HOURS PRIOR TO 1M: or lMgo(Cl)(JIII.
CONTRACTORS SHAU. '.AY 14 GAUCl(-sa.1) 'MRE THE EN'ME l..DIG1H ~ 'h1( LATERAl...
'MRE IS TO 8E PlAaO ON 'ItlP or THE LATERAL. .~ A r- PQ.Y PIPE. TIt[
0lSTRICT IN'Sf'(CTtIR ~ W(RlF"Y Pt.ACtMENT or THE 'MRE. ArtER INSP[CTION, 8I[l)OIoeC
IS TO BE Pt..ACm ON fOP.
e...... 8UCI'tE YOJ OIC_ IUPPS 1-eoo-J82-~, 48 HOl.IfS l'RIOR TO OIGGIHC"
SANITARY SeweR SPECIFICATIONS
,. STNCWtO SPEClfICATlOMS or THE DISTRICT NIO IOANA IXPARTlllEHT or TRANSPOftTATION
SHAlL APPlY fOR AlL MlRIC MO 1IlA~S. PIP( SliAU lIE .-sTAUEO .. ACCOROANCE
.TM stCtIOM n~
2_ =':~~==:Y[~~-~TM~-=re~~
or P\lC Pl..AST1C ttAw.c A all Q.ASSIf1CATION or 124!148.
1 P\'C 5UER mDlCOS StW..l CXlWOR/II TO M R[QlMl:["DlTS Of ASTIt ~J034-.
SPECWlCATIOJrl f'lTTWC:S'" SIl(S 'ntROUGH ff' SHAL1. B[ tIOl.OEO IN CIIl[ PlEa: .TH
D..ASTQM(RlC ,OJilTS AND ....., SOCKET DEPTHS AS SPEClf'ED .. stCTlONS 8.2 MC)
7.3.2. FlTnNGS 10" Me) I.JiIRCl8 StW.l Sf MOLDED DR rA(IID(:AlID IN ~ _TM
stClKlll 7.11 .nt 1IlAM.rA.C'1\RRS STANOMD PlP{ _us NolD ~TS. 1ML1 lHIClO<<SS
Of f'lTTIfCS SHAlL 8[ $tit 21 AS DE1MO .. SEC1lOII 7....1 Of SPECIFICATIONS. GASlCETS
fOR ElASlQIEfIC .lDlNTS StW.1. lIE IIQ.D(D .lt1 A ....... atOSSS[ClQIAl ARE... (I
0.20 SQUARE INCH(S JlIC) COlf"CRI lO ASTaI r-477 SPEClFlCAllOtI. nTfWGS 5HAU. IE
MANlJf'AC'TlIlEl) BY HARCO OR [CSJAL
4_ All. SANTMY UNHQl[$ StW..L _ PflECAST COHal[TE ~S .. ACCOROMCE .TH
ASlM C-411 AM) SEClDt no. CH....S SHAU. COfrCf"ORII TO C-443. KENT stAt.. OR
EOUlV~T SHAu. AlSO IE: APPlI:D TO ALl ....1'5 "., 1ET1lEEN AISDI RINGS ANJ
CASTM;S. IiINOQ,.[ S1EP SPAC>>IG: 5HAU. BE NO MQII[ 1MAN 16-1NCHES. MANHOLlS SHAU
II: ,. 1tSltD "DR l,[AI(AG[ W AC'CClRON<<:t: .nt AS'ht a2....-c. STANDARD ttST
III[lHQO r(ll! CONCAEl[ ShOIIIlANHCUS BY 1H[ NECATr\iI( AIR. F'RESSlJR( (vACUl.N) lEST
A. INSTAU.A'IlON AND OPERAllOtI Of YAClAlM E~T AND MllCAllNC O[VlC[S MUST BE
.. AClXIIDAtfCf .TH 1UMlSAClUR[RS REalMM[MlATIONS NolD PERf"CJRIWifC(
SPEDf'lCATIOtd 1MOI HAW: BEN PItCMPED BY THE MAHUf"ACTUfl[R AND ACCEPTED BY
THE ENC;ar€[R THE YAO..IJII E~T IIUST BE CAPABLE OF T[STWrtC THE ENTIA[
MAHHCU. lMClUOlNG M CASnNC:. AND JllS[R AINli:S.
8. '-TH 1H[ YACUIM ttsTDI SET .. f'lAa::
1_ c:cMd:CT THE YACUUII PUMP TO H OUl\n PORT .TH TtiE YAL~ 0PElI
2. DRAW A YAC:UUII OF tEN (10) ..ocs Of HG.. MID o..OSE T\o1i. "",1,:'4[.
c. ~ STAM)1lfl:DS flJR LlMACi[ 'a.l. BE ESTA8U$tt[D flIOIII Tt€ EL.N"5ED llIiIE FOR
A f€GAm€ ~ QWIC[ tIlOII 1[N (10) lNOtES TO ... (9) INO€S OF MERCuRY
TtiE ............ H..L.OWA8I..[ UAItACI: RAt[ FOR A fOUR (4) fOOT IJAIIl[T[R IIloWHOLC
MUST lIE .. ACCORON<<E .1M THE rouo.NG:
IiIINH1E Q[PT)t ........ ElN"S[D TM: fDR A
PR(SSLIt[ QtNrtG[ Of" 1 INCH I1G
10 fttl OR USS eo SECOfC)S
>10f'[[TSUT<I:'f'EET 7':.S(COfrC)S
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f"OR lIlAfrIHO.[S Fl\lE (:.) fttT .. 0INllETER. ADO AN AOOITKlNAl f1F1'[EN (1:') SECOfrC)S
AND fOR IIlANHCU5 SlX (I) mT .. DUlIII[T(R, ADO AN AOOIllOlAL TMRTY (30)
SECQJCIS TO t'H( llII[ ~TS fOR fOUR (4) FOOT DIAMETER MAfrMlLL5. f"OR
All IIINI<<l.[S DnPER 1HM TlENT't-fl~ (25) FEn. tHE ENQNE[A 'al DET[RIiINE
THE API'UCA8L( ...... ELAPSED 1M:
O. F THE MAMG..E r All.S lHE TEST. f€CESSMY REPAIRS MUST 8[ IIlA[I[ AJC) t'H( VAQJUII
TEST AND IID"AlRS MUST 8( RD'tAllJ) UJIITl. Tt€ Io&NiIHl1E PASSES 1H[ TEST.
E_ F "NCHCU .IC>>iIT SEAl...ANTS ARE PUU.ED OUT OURINC lHE YACI.AIrll ltST, THE IIlANHCU
MUST BE OISA$S[MIIl..ED MO M ....T Sl"AlANTS REPl.ACEO
,,_ MNrHJU:S _L 8[ SUitoLCT TO 'ltSUAl. INSF'EClIClN .TH AU VISuAl UMl:S 80NG
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~ BUTTl RUBIIER COATN; SHALL BE NIf'UED AItOUND EACH IUoJrCHOU .oNT fROIII e-lNCHEs
A8CM 10 8IrOtES BELOW [.tOt ....T. THE APPROPRIATE FWM[R SItAll lIE APPlLD PRIOR
TO N'Pl.'fWrfG lHE RUI&:R COAllMG. ICSIIIE .oNTS TO BE fUED .1M PRECOAT PlUG
IIlATEIUL
I. tHE: ru.totQ.E 0IlIINEYS. IClIDNC AU Al$[R fINQS SHAU. BE SEAlED USlNC Nl-SHIEUI
UteMO OR AI'PROWD EQUAL PMIR TO Pl..ACDl[NT. 1HE TCF 4-lNCH[S or lHE IriWiIHOU:
CCIC[ Nfl} CAS1ING fRMIl $tIAU lIE Q.[M[D AHD PItlMED. TH( l.MIINrlO SHALL [Xl[N[I
fRQIf J-ICHES BElOW M TClP OF THE COlt SECllOtI TO 2-WQ€S o-.ER THE rLAHG( or
tHE MANHCIl[ CAS'1'IMl; F1lAItII:.
7. THE CAS'DMCO Et.EVAllONS ME so In' PUll. HOiE'<<R. Tt1E CAS"TINl;S ME TO BE AO.IJSTtO
. W rnD BY M DCIrCEERS R(PR(SOtT"llW: SHOulD A OISCREPANCY 0CClJR BETllEEN
Pt.M GRADE Me) EXlSlIMG liIWJ[. NEW IIlAM4(U 11M: ANO ~ SHAU. 9( INSTAU.ED TO
ESTA8..I9t CRAD[. IIlAJtaiUII I€lGHT or AO..I.JSTlNG ~ SHAlL BE 12-1NOIE$.
a. ItAOCfIJ.. AROUND AlL STRUClUR[$ AND AlL CUl$ UJCl(R PA~ AREAS .TH GftNIJLAR
MATEMAL TRENO€S OPEfiIJiIl; .THIII 5- f'EIT or PA~ R(W)wAYS SHALL BE IAOlf'um
.TM (;RMlIA.AR 1IlATERlAl.. .. ~ .lH stCTlOM 211. BAOCru l..wDER SIl)[*UCS
SHAlL 8[ QRAMUlAA, I..IIIl..ESS M 1UOCS AR( ClC>>ISTRUCTED A ......... OF I --.1HS
MTER BACICf'lu.. ttAS 1I[Dj" PL.Aa:.
9. THE ctllTItAClOR SHAll. _ RESPONSII.f fDR 'tUIlf''t'lIIle TMAT AU STATE HlQfWAYS. ON.
MD CCUlTY PERMITS ttAYE 8ttJrI 0IlM€D BY THE CE'tlElCfJER PRtOR TO STAAT Of
caom>lUCllClN.
10. THE CONtRACTOR SHAlL BIE AECI.MED TO F'lJRM$H THE DE'l'ELoPER"s 0GNaR MlH A SET
or PIIfiITS,. IIMK[O .. REO fIIDIOL. ~ ACTUAl SE'CR I..OCATOll "., InERT, TO
ICUJO[ LATERAl. l.OCAllOII, DEPTH NtIJ L[Ml;1'H. SUCH ......r PMcTS IIIUST 8[ A[CEI\ICl
8Y nt[ EICINttR BUCII[ THE ffiW.. CClN1RACT PA'N[NT CAN 8[ AUTH(IIIlEO. THE
SAMTARY sno LATERALS AfC) STUBS ~TOil SHALl lIE IHOICATED 0fiI 1M[ SUlf"ACt
'MTH A WETAl. f:EMa: POST SET .....oJ!ATELY /II!JOIi( THE SAID TE......T\CIII PONT
11 AlL SAMTARY SOllER t.KS ~ cow>t.ETOf ~ BE RECJJII[tI TO PASS A LOW
PR[5:SIA[ /III( ltST. $AI) TEST ~ IE COClUCltD ACtOROINC TO ASTM 1417-n AfC)
SHALl. _ ..ssm IIY AN [NQJ<<[R Nfl) A R(PR[SDlTATM: Of TI1E IJSTRlCT. 1HE
TtST*G StW.J.. BE .. ACXXlItDANC[ 11TH TAa.( l- ADO 0.:' PSIG fCIA EAOf fOOT Of 'PT[R
A8CM: Tt€ SEIlER LIlI[ eo.c "tESTED.
12. lXflECTlOM llSTS SHALl BE PERFORMED ON AU. fUll&.[. PIPE AfTER THE flrU.l BAO<rlU
HAS UN .. PlJ.C[ AT LEAST 30 DAYS. NO pP( 5HN.J. uam A w:R"QCAl OEflEClDl
Of ~ DULfC10l TEST R[SUl.15. (-THE fOU.OWC lIRE. Ct:IISiOERm NC:JrI-f'lE1C&.[ PlP{S;
CQlCR[T[ PIPE. OUCTU IfIClN PIPE. AtIlO CAST <<ON PIPE)_ nc- ~ fEST SlW.L BE
fIERF"ORMEO .TM A "":-PClNT MNilDREl..
PRO'llIMG RINCOS StW.L 8E AYM.ABl[.
11 ALl. IINCR1. TESr.c: SHAlL _ CBstRw:D BY A PRClf"ESSIONAL ENQNEDt ~TAT1'1€
"(II! aR1IflCATlON NolD A AEJlA[SDfTAllY[ OF 1M( IJSl'RtCT
14. THE OC)S Of .....TERAlS ME TO . PlUClilEO TQ4T .lH A BRAaD PlASTIC 0tSC DR I:AP
CAPABlE Of .lMST~ A l.OW I"IIESSlR AIR TEST .TIiOUT UAKAC[.
15. IlEDOlNG F"OR fUJCaE PIP[ 5HAU BE NO.8 CRuSt€D STONE fROM 8-1ftCHES BElOW TH[
fOP[ TO 12M:HES A8D\IIE TttE PH 8EIOfrG f(ll! RICiID PIP[ SHAl.I. BE NO_a CJluSHtD
SllM: FRGI I-IC:t€S BEl.OW THE PF'[ TO 'THE SPlIIC t.M: or TI1[ Pft Nfl) FROM TNS
PaNT TO 12-IOtES ABCM:.
MNHllS SttAU. BE PlACED OH 110 lESS 1'1wrt I-lNOtES or NO. a CRuSHED STCIIlE
""""'"
II. WAtt. ANO $[IIER UIll[ CRCISSIHGS Nfl) stPMATlONS SHAU. BE .. .-.cx:oROAHtt .nt 327
lAC 3-6-..
17. 1AEMOt ~ BE ClPDlED SUfTlQ[Nl\Y Jl;flN> Of PPE LAYING TO RE'4Al OBSTRUCTION.
AND SttAU _ PROPDI.:r PROTECltD NilJj'OIt BAItRICADEO M1EN un LIIIlATl[1cO(D.
1& 11IO WAD SKAU. IE PERMlTlD) TO n.ow wno M SMlTARY SE1lIfR SYSTE.. EUIING
CCJltS1RUCTIOIil. CXlNT1tAoCll;R SHAll. u1l.1ZE: A AM' TO ICED" THE WAlDI U'4l line. THE
1"lP[. PuMP 0lSCHM(j[ SHAu 9( OItECTED TO A SlOMf OUlLET .. AC'COMJNtC[ .TIi
STAll: AICO JU'lERAl. l.AWS NC) AEQ.l.ATIONS (327 LAC 3-8-20). ANY PIPE EMTEItI.c
[)D$TINl'i SE1lIfRS SHAU. BE PlIJ(jI;[Q .nt 5aI[W fYP[ 1iIE~ BRACED Pu.IIIO lAlIll.
SUOl 1'1<< AS AU TESTS ON Tti[ $['IltRS HA'4( II(EN COIIFLETtO NIlJ TI1E l.IN[S HAVE
PASSED AU. Pt.WOt US1'$.
19_ AlL SOlER LATERALS IlilSTAUEO BY fH[ .........: COiTRACTaI SHAU BE 8EOO(l) M
SMlEo\StHEMMl""-$ElIlER
20. FORTY-EIGHT (48) HClt.fIS NOTICE SHAU BE CJ'<<N lD THE OISTRl(:T PRIOR TO THE START
Of SECR CONSTRl..ICTIOfII. ....so. 48 HOlJR'S NOTICt SHAl.L IE Q'tOl PRIOR TO 0CIIllM; ANY
ltSTWG ON lH[ SUOt.
21. IIIANHOL[ CASDIGS SHAll. BE STAMPED SNoIIMY suo (tEENAH CASTING R 11M2A OR
EQUAl) ANtI lIE SELf - SEAlJNC TYfI[. tHE CASTWG.l.ANGt: SHAU BE ,.. fitCHES ANtI ll1E
CUAR tlI'E-.ro !ttAU. BE 24 1fItOt[s. ....TERPROOf CASTINCOS SHAlL 8[ NEENAN R-I91l-ft
NCI STAMPED SNIITARY SEWER.
22. lH[ ....... SlCPE "OR st.R ACCEPTANCE BY THE Q.AY TOfIItSHIP REQONAt. WAST[
OISTRtCT/IIIII..
SIlt or PIP(
1--
,0-_
12-1iCH
,..."'"
'0-_
......,.. CONSTRuCTED SLOP(
."'"
.""
O.22lI
....
....
21. MAMtOlES uCO .. THEIR ENTIRITY SHAU.. lIE ~ TtSltD_ AU. PftS ENTElWrlC
M "ANHrI.L 5HOUl.D BE PlUGGED. TNONC CNIE TO SECUREl. Y PlAa: TttE PlUC
f'RClIM I!I!lIC ORA_ ..TO THE~. THE TtST HEAD!.ttAU 8[ PUaD AND lH[
SEAL Wlf\ATtD .. ACC:OIIOANa: .nt THE 1IlN4l.f'AC1UR[R'S AE~ATIONS.
A VACl..IlAI P\.lIIP Of TEN (10) INQt[S (E MERCURY SHAlL BE ORA_ MID THE Vo\DJUIIl
PuMP SHUT OfT. .nt ll1E YAL~ CI.OSED. ll1E TIll[ SttAU 9( 1IlE.-.sul[O fDR THf
VAO..IAll TO DAOP TO NINE (.) ~ fOU.ow.G All[ A ........... AU.ClWAIU TEST
TM:S fOR IllNMU ACaPTNCI: AT ll1E SPEClfl[l) YACUl.IIf DRa>.
OEPTH (mT) JI:....IlMImB ~ ~~ 1X....DtMmB
4 10 13 ~
8 20 a ~
U 30 >> ~
Ie ~ ~ V
20 ~ e ~
N ~ n p
ADO fOR 2 n. MORE IXPTM 5 '_M II
11I01[: TH['5[ Nl.JM8[RS HAY[ BEEN TNC[N fJltW AST'IIl C 1244-93 (ftEAf"PftO\'€O 2000)
~ M MNHJl[ "Al.S IN M "TlAL. TtST. REPAIRS ANtI AOJJSlMENTS NEa:$SARY
tkL TO EXTDluAT'IrIG CJJlOJMSTMCES (IE. N"f: ..o-.T. I.N:R. PlIJC SEALING) SHOUl.O
BE MAll[ RETES1lNC SHAU. PROCEED \.IlITI. A SA nsr ACTDRY TEST IS OBT MrtED.
STORM SEWER SPECIFICATlONS
,. STAfIIOARO SP(QflCATIOfIlS Of Tt€ aTY Of CARMEl. /IHO INOtMA O[PAR1'M(NT or
TRMSPOIIT"'T'KW SHAll. APPLy fOR AU. MInI: AND .....TIRlAls. PIP{ SttIU. 8E
INSTAU.EO . ~ _1M tMDOT SEClOil ns.
2. ALl AENt'RaD 0CIrCA[l[ SlOItM SEllER PIPE (RCP) 9'iAl.l CXlWCRI TO ASlU
DESlQrtAnQN C-7lS ClASS II. AU. ttEI.JCAlLy CClIRuC;ATED S1[[L PIP{ (HCSP) SHAll.
CIl::W"ORII AASHlO "315. 18 CAuG[ .. ACCCJItDNIK:( -.ltt H)OT stC11ClN tolL AlL .....
~~Q.~clr~~~TOTO=o~~~~
fACtOR NOT 10 (Xt[[O 0.08$ All) AlL ,OJillS SHALL BE ASlM 03212 . 1'477. AlL
~: IC:::f~.t':iJ:!=Jo.~ a:'-=' ~ ~s:::: :'::*TO ~
0>>12 NolD f....7.
3. BACXflU AROUIIO ALl. S1'RIJCTIJR(S NolD C1lTS lHJER PA'4D M[AS tITtt CXJMPACTED
CRNrIUl.AR MAmaAL .. ACCOROANC[ .nt IilOOT SE:Cll(lN 21.1 NolD 71~
..- 5[[ STNrIDMD DET..... SKIl fOR Cl:lfIISmUCTDl OM:NSICIoIS or STOlIrI StRUCTURES.
lIIAMfCU.. ",,[15 ANtI CATQt BASINS SKAU. BE .. ACXXJRONrta: .TH fClOT SECTION
720. PA((:AST CClCRETE AND STEEL F"OR MAHHOl.(S NtIJ _E15 SHAlL 8E ..
ACCOfIDAHa .TH ASTM C-47&
S. STORM st1IIER OIS(:HMOE AaE:AS NC) IN'4RTS lIRE. TENTATM: NCI ME SlJ8.I:CT TO
fIElD 1IIOOIFlCA.11CJCS BY M ENQII€ER DR HIS ~SDlTATM. THE CCIIITRACT~
CJ.. _ REIM8t.RStO F"OR MY AOOIl1ClfIIAl lABOR AfCl IIlA1tJtUrrLS NECESSARY TO
CDif't.!TE ANY IIIl:XIflCATlCIIIS ACaIIDWCC TO 1H[ \NT PfIlaS SlJl!JMlTTED BY lH(
CONTRACTOIl: OR K CONTRACT AMOUNT.
$. THE CClNT1tACTCII SttAll. flRO'ICI[ AT ILAST r Of CO'4(R ~ AU. STORM SE:1lI(RS,
UNUSS OTHERWS[ INDICATED BY PlMS.
7. ... RAP SKAU. 8[ A ......... Of 1/3 CLBC fOOT.. SJZ[ NCJ A ....... 18" IN
DEPlH.. ~ fOR .. RAP .. THESE PlANS II/IE. fOR ESWATIIIG PUrPOSES
CJI. T. AC1UAL BEST P\..AC[U[lIT (I AlP R.IP 51UU Ell DETERIlDCED BY ~LD
ClCI01'IONS Me) SHAlL IE .. ACCORDNIIC[ .TH IfIlDO'T $(CTlON $Ia.
... ""-. CRMtAiGl Pft NtIJ OIlO1 OUTfALl.S TO fl[aJWC SWAIlS SHAlL I[
CXlNS1llJCTED .. ACCQRDNIIC[ .lH DRAwees. SUB.l:CT ""''4ER, TO MY
MOIWICATOil Il(QUlRED BY THE ENCIN[[R AT 1H[ TlIll( lNSTAl.LATQl IS CCItIPlETEO AND
TO ANY NMI5NENTS J€ED[)) fOR RELO CONDI1IONS NOT AD[(JJAm Y ANTICIPATED BY
bt[ O[SIGN ORA....
~ StW.L BE AS SHCNtiI CWil OETAI.. 5H[[T "DR IllANUfAClURER. T'tPE AfC)
s_....... AU. CASTINGS SHAlL BE NEDWt DR EAST JC:ROAN APPllO\C) [ClJAl..
SOIL EROSION CONTROL SUMMARY
,. caflRACTOR SHAU.. INSTAll. SEOIIIIENT TRAPS NiIJ STRAW BAlE fllTtRS "S St.o.
2. IIlA$S CRAOE M SIlt (SlO[S Of SM.ES. MO MOJrlOS TO BE SClOOEtI OR SEEOEO ANtI
1llUL0tED MIEIlIATEl Y uP<:Ill CXJlIFIl.["1J(l). ltMPORARY SEElWrtC; SMAlL lIE RECCMIDClEO
fOR AU. s.&.ES /IMD OlSl\.WlIllEO AREAS TH"T CAMrcOT BE ,....... SEEOEO .THWlI A .,.
PERIOD ntAT WIll ~T sea. EROSM:IN, fOR TEllIPClRARY SEtDNC bt[ ctIIlRACTOR
SHAll. UTIJZ[ A fAST C1RC*NG SEED OF [1Tt€R ~TS,. NrNJIrl. RY[QIASS. ~T OR Rl{
llEJ'OrGtG uPON 1tME or 'IENl 0tS1WI8ED AREAS SHWl.D . KEPT TO A ......... AT
"'-~
3. CONlRACTQR SHAlL CONTROl tIUO ACCl.MJL.Al'Il::* ON ALl STREETS ~ 1l€
PROLCT BY lNSTAlUllICO STCJiIE SUlrAa: AT AU.. lOCAllONS .ell COtSTRUC~
TRAFFlC L[A'II[$ M STE. OUST StW.J. at lC[PT TO A ...... BY UTl.1ZNO
~ CAt.OUM 0lL0RlDE. \€G(TAT!'t€ C:OV[R. SPRAy ON AODlmES OR 0lH[R
Af'fIAO'<<O IIlElHOOS. CUAMNG OF S1REET SHAlL IE REauIIED AS DIRECtED BY l.0CAc..
AUTHQRITlES, o.DI, ARCHITECT, (II! 0IGlNEER.
4. IUolNfAlfrl ALL F'l.TERS NC) TRN"S 0l.lMcC OONSTRIJCTIClN TO PAE\€NT MY aoauas
FROtlI ACCUIU.ATED SE1JM1tT. AIXIllCIrW.. SEE:IllNG AN) STRAW BALES lIlAY BE REQUIRED
0lJRM: CXlNSTRLCTION AS SPE:ClflED 8Y DIGlfrI(ER OR SCIl CONStRYA llOtI SEIItW:E. lIP
fU# SHALL BE PlACED ... AREAS Of HIGH \lC.OOTY S1R(AII fl.OW (...... ~ '/J
(U.n.}. PA'NEMl Ft'Il AODl'TDlAL STRAW BAlES MO RIP RAP NOT Sto. ON PlANS
AfCl SEEDOIC StW..L . ON A ....T BAS1$.
!J. COrI1RACTOIl: 5HAU IHSl AU. AlL STORM stIllER _[1 F"l. TtRS AS STORM SOlER SYSTEIIl IS
....""".
e. All. PRClPOSEO PAIIUlG AREAS TO 8[ PAC AS SOON AS POSS81: ""TER SUBCRADE
os"""'''''''
7. CON1RACTOIl: SHAu.. RDIOw: ALl. lOIPORMY EROSIClH ANO SEOlMEIllT CONNOlS OfII...,
-.0 MRE IS A SBlQ[IIilT GROWTH Of CAOlJNO COYER TO PfI['4(JrfT fl.MTtO
E-
li. AlL SWALES SHAll 8( SEEDED MIEOIATEU Ar1[R F'WAL GRAOING.
PA/OONG LOT STRIPING
1_ PAINT lIlAlERIAL SHAll COIllPlY .TM F'UlERAl SPECIflCAllOtI n-p-115A F"OR
lJtAff1C PAWn .1tQ.IT GlASS Sf"HER[S. (CQ..(II! BY OVNER SELECll(lN).
2. SlW[ PAAKlNC l.NS AS SHOWlI ON ORAWICS .TH STM'NO PAINT.
SUIICOJrtlRACTOR TO Pt:Af0Rll AlL rno LAYOUT WORK NEa:S$MY TO AQCY[
STItNOtT MIIIJ ~ t.IIlES. ASPtw.T IIlLIST . CUANEO .nt POIIER IROOII NCl
HAND IRJOIlII TO IIlDICM: AlL l.00Sl1llA1[ItlAL 1IlEF(lR[ STIillP'Mi:. 1H[
5UIICONlRACTeJI TO ~ 811RR1:RS lO PflEVENT IItAIIAIN; or LNS BY 'te1lCL[S
lMll. PMilT HAS DRIED. ~ P....T 9tALL BE APf'UED AT tHE ........ RAT( or
ON( GAllON PER 100 SQUAR( f'ttT Of" PAINT (BASED ON "" SOLIDS) AT A 'M0111 Of"
rauo IO()€S.
PAVEMENT CONSTRUCTION
1 AU. PAWIlG .THWlI THE EXlSTINC AHD PROPOstO aTY RlGHT-or-1U.Y SHAlL. COMf'OPM
TO K RECIMDIDlTS Of" M. on Of CAIIIMll. MPARltIIENT Of" (NGIN[[18JrG
COIillRACTeJl StW..L CONTACT M DEPARTMENT OF ~ TO St't€tIULL "
PRE -CClNSTIIUC'nCII 1Itt1'lMG 10 RE'f1EW THE DEPNn'MOITS COtolS1RUC'llON
RECJ.MIEM[NTS,. STAfT NDWlCATIOIIil REQlJWIDI[Nl'S, RE(UA(D IItSPECTlONS fOR a:RTAlIIil
STMIES OF K .. Ml/D TO R[\lI[W THE AiJlHORITY or M DEPAR'hIOIT AS IT
RElAltS TO .. .~ THE ElllS1'MO NiIJ PR<POSED aTY fIOtT-or-WAY_
2. PAWolG; SHAll BE CClW'LfTEO .. ON( SEASON.
="i~~"'.""-""--
..1l,'.....- . _ "'2:._
~
~
f
21 1H[ COfiIlRAClOR SHALl. PftOWl( M[ASlMmII(NTS Of' THE SLOP( Of THE SUER fOR [A.Q+
lilNMllE SECTION AS CXlfrcSTRu(:llON PROC:fI[$S[s. SOOt MEASUt[M[NTS StW.L BE
a:RTIf'l[O BY A REGISTERED t.ANO SlJRlI('IQR OR ENQlI€ER AN) 8( AVMt.ABLE OIlI-S1TE fOR
OBSERVATION BY THE DISTRICTS IIIilSP[CTCIl 11IO IIIOR[ THAN THR[[ IIlNCHOl.[ SECTIONS CAN
8( CONSnIIJC1ED .. N1Y1Ha. or SUOt M[~TS.
24. IN TH[ [-..o.T 1M[ ca.TRACTOR DOES IIIOT fIlEtT tHE ....... SLOPE~ THE stllllER SEC:TlON
AIlID lIMY OTHER AI1'ECTED SUI" SEC11CJreS 5HAU II( RECUrcSTRuClED TO III[(T SUOt
-......OP<S.
a LAlDtAlS /IIII€ TO lIE TRACEO .1M A ..... $l2[ r:# 14 GAUGE -.: f1IOIf lW[ W'I'[ 10
...,,-.s
1H[ CONTRACTaI f(ll! THE IIua.OING OR ItORM[ _l. [XTDC) THE -.: FROM THIS TDIllMUS
TO THE 8taDlNC Cl.EANOUT ~T TO M 1IUlL.ODIC.
j~
-~
DATE
OESCRPTlON
~-""07 TAC SLeIWTT....
04-2-07 OTY ....
~
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MlMEST H08PfTAUTY GAOlP
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~~= '(-;;::0:"1
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0E8tGNED:BAWR::8 APPRO\IED: M.O
1lRA_ RC8
SCAlE: NTS
OiECKEOBY:CRP
OATE:oz..T5..07
PftO.ECT NO.: lCJOlS..O'1G2
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-----ij.........>......:......
".. ;, ,.
,.
t--------
"-
,f. NWPA~trn l:RANUl AR
ACCiREGA TE IlIA 1[RlAL. APPROVED
BY CONSTRuCTlQN MANACER
c pg - 6S AlA ENlR_D C<lHC. 1-
{ AC1[O SU....AD< TO OOS 1;:'.-
OF ASllI 0-1557
NOTES:
,. CClNC. TO BE SAW{ AS
CONe. USED fOR SIDEWAlKS
w/IXB. 10/10 ...
2. AGGRECA TE TO BE
COMPACTED TO gox Of
iMOOlFlED PROCTCR (A5TW
01557) OR AS SPECIfIED BY
THE SOIlS RrPQAT
:'~~::i.:s T~~Pl y !
DISABIlITIES ACT l'
REOlRREIlIENTS ...0. .
CONSTRUCTING fAQUTlES '~
FOR HANDICAP ACaSSl8lt.ITY
5'-0" CONC. WALK
CONC. PVMT SECTION
ON SITE
rt."Nil ACtUS
1"51-"'"
PLAN VIEW
IS' RAMP 6-CCNPACTEO\.
! ~1.1 r~";J.D AGCREGA~ ~
;~.t..........~,....,.
111 H."C. SURf'Aa: llOfj5'l'O
,. H.A.C. -.o€R 2751/5'1'1)
~ H.A.t. BASE 1M)f/S'ID
I "'0'.0" I TOP OF CURB
EtfrH3~.. . rTTfT~lf
LlRANS'IE"'--.-J p",,~ Of tv..
~~ TRANSVERSE CONTRACTION JOINTS
~
"-~
StarE TO....1tH
"""""Of
PWT6ECTlON
~. WIll.
-14-
CORNER 04AWrER
1) COlLAR TO SlOPE .TH PWT GRADE PEA PlANS
2) 4000 PSI. AIR ENTRAINED CONe WI WfIF tIlS-6!6
COIPACTID SUIGRAO( 90S AS'" D-l!!61
ii
~
r
SECTION VIEW
HANDICAP RAMP
CONC, INLET COLLAR
CURB JOINT DETAIL
TYPICAL PVMT SECTION
.,... on Pt.eL1C"/YI
()
.~...
~~
~""~c"'_~
.r ".....c. ,. BlJI)(R
~ . .
"("',:';".;" ""::':':-''<''. ",'-:/._' .r f!J STONE
~~~W~~~"I2ST~
~~~~~ ,..)/'
/~ /,~ 77...././.,/ /<
~1-~Ibr:k1'vM.
4" CClFAClED GRANULAR
AGGREGATE MATERIAl.
~DBY
CONSlRVenON M....AQ;~
1JlL
- -....
NOTES: I. SEE CONe. ....T DETM FOR
DEPTH (7 CONTRACnoN JClNT.
2. SEE CONe. WALK SECTION FOR
LOCATION OF .nNlS.
3. ruu. DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JCJNTS.
a-__OJ ,oM:....-n....
0+-2-07 an....
ACCESSIBLE PARKING SYMBOL
II:
III
a
z
-
.
____,. -..- .........--- ....n.a-.
"
LDurIJ
T>IIliI!:IIt::t:;~______
INTEGRAL WALK & CURB
TYPICAL PVMT SECTION
"'Silt
~
La
--ti
~
~
~
H
~
c.J
&
[
:,
GAl VANI2[D STEEL SIGN
V AODfTlONAi.. SIGN REQ"O
...T VAA ACaSSl8l.E
SPACES OfrcLy
r VAN
ACCESSII2..L.LJ
7-'-
CAlVANZED STEEL POST
----...
ED......-*~...._......
NOTES:
1. AU. FACIlITIES FOR THE 0ISABlE0 SHALL
CONFORM _TH THE AMERICANS .TH DtSABluTlES
ACT AND All RE\lISlONS.
~......
v.... "
--
2. THE OiNlACTERS AND THE BACKGROUND
rx SIGNS SHAll BE EGGSHELL. MATT[, OR
OTHER NON-Q..AR[ FN$H. OiARACTERS AND
SYM80lS SHAll CONTRAST _1M THEIR BACKGROUND.
UGHT O1AAACTERS ON DARK BA()(GROUND Alll[ft:RRED.
CONCJASPHAL T
PVMT INTERFACE SECTION
CONC. STRAIGHT CURB
"
SlOPES 1tr TO GUTTER
TOP rx ...SPHAi.. T PWT.
US[ T'lPE -A- ASPHAi..T,
SEE BP STD. SPEc. SHEET
BP-5-1 (ASPHALT P......c
SECnoN).
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SCORE
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CONC. JOINT DETAILS
3. CONTRAST LEVELS or Sl\IBOlS TO BACKGROUND
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1220 IIROOK\'I.LE WAY
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(DOW)
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ACCREGATE
PROJECT NO.: JODS.018Z
C10.0
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ACCESSIBLE PARKING SIGN DETAIL
24" CURB AND GUTTER
DUMPSTER DETAIL
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OFFICE OF THE HAMILTON COUNTY SURVEYOR
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roLl. UIOaT ..
IT.IPI .AS INCInD.
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STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
IDU.WUlO IIOt TO ICaLD
HAMIL TON
.--
APPROVED'
IIlI1W c. .
II:
III
a
z
-
.
EDGE or PA~WENT.
CURB, GuTlIR OR
SIMILAR STRUCTURE
IN THE PUBlIC R/W
LEC".[ND
Be . OUTSIDE DIAMETER
o ... IHSI[)[ DtAMETER
d ... DEPTH Of BEDOING
MA1[RlAl BELOW PIPE
~B. BORROW OR [QUI".
GRANULAR U,\ TERlAl
COMPACTED TO 9SX
STANDARD PROCTOR
DEHSlTT.
DEPTH Ot BEDDING
MA TERIAL BELOW PIPE:
D (d)lAIN.
27" Ji: SIilAU.[R 3-
30- 10 &0" ...
66- .t LARGER 6"
NOTES
,. ALl BEDOf\IG 6: INITIAl 8ACKfU SHALL BE INSTAllED
IN 6" TO 12" BAlANCED LIfTS
2. A WINIUUW 9. or aLARANC[ SHALl BE PROVIDED ON
EAQ1 SID[ ex TH( INSTAllED PIPE
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
WITHIN 5' OF EDGE OF PAVEMENT
EO(;[: Of PA\lEW[M'I,
CURB. GUTlER OR
SIMIlAR STRuCTURE
IN THE PuBuC R/W
LEGEND
Be ... OUTSIDE: DIAMETER
o - INSIDE DIAMETER
d ... DEPTH OF BEDOlNG
MATERIAl.. BELOW PIPE
.9"' BORROw OR EClUrv.
GRANUlAR M" TERlAL
COMPACTED TO g~
STANDARD PROCTOR
DENSITY.
DEPTH Ot BEDDING
UA lERIAL BElOW PIPE
D (d)lAIN.
2T ok SMAllER ,"
30- TO 60. ....
66- .t LARGER 6"
NOTFS-
,. AlL BEooNe 6: INITIAL BACKfIll.. SHALL BE INSTAULD
IN 6- TO 12- BALAHCEO LIfTS.
2. A WlHlWVM 9- or ClEARANCE SHALL BE PR{)'VlQ(0 ON
EAOf SID( or TM[ INSTALLED PIPE
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
GREATER THAN 5' FROM EOGE OF PAVEMENT
(j
CIay~ ~ Wl;ute.Dbtrid
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STANDAAD MOre
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Aqua-Swirl Concentrator Model AS-2 Off-tine Standard Detail
INSTAU. 20 LrT
UHl)[RllRAlN
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DIRECT TAP
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August 2GOO
tIi=.~1
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Pft: SIZE A
UP TO 33 01-16
:)6- AND GREATER 0... 24-
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T'l'P[.... FWGM tCIlP.
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.. BOTTOI OF METER _
METER & BOX SETTING
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MAX. MOTH A
MIN. MOTH B
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A ua-Swirl Concentrator Horseshoe Model Off-Une Standard Detail
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ClIENTNME:
MIDWEST HOSPfTMJtY GAOt.P
8NU\Y PATEL
1220 BROOKVlllE WAY
NlWW'OlIS_'""'=e!i
(311)1I8-4n4 1
(317) 7OG-IIIO '-' .
020070i1Bct')'lM1d~""'" no..
DE--=D:BAWR::8 N'PRO\/ED: lAD
DRA_ RCIl
CHECKEDEn': CAP
OATE:02-16-07
NOTE,
V IT DuCTILE IRON OR TRUSS
PIPE IS IHSTAULO A WINlMUtll
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,
8CALE: NT8
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1lA1lo '....._ . .., .,a:_...
0/4 OR 6- MIN.
PVC PIPE
SANITARY SEWER TRENCH & BEDDING DETAIL
----..-----.-
:0' Ui"4IUl'M
/
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CROSSING
PARALLEL
NOTE:
II" :iSS If.M ~8" V(R!lC,4,l 5[PNlA'IK* 9(TIfiN TCP a- SEIP I.H
WI BOr:tIillJ" lAlE:R L:fI:E, !>i( SO(lt PIP[ 9W..l If: U'lE!t IWrl
l;RA[["P.:r{P.I-.IilMflM<<l3'I.;EAOlDllrCT1Ol!.W1ti ....tsAS
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ACCIrICA[!{SAOClE9<.t.U.fl:lIS!o\i..i.[I)A;1Il1(RSl:C'lll.)I~SEIER
1M) WAlfll LIlE HJil 11'( ~R1Di. 5[".viA!lOt :s L1SS !hofN ~
WATER & SEWER INTERSECTION DETAIL