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�� I TRICO REGIONAL SEWER UTILITY
Schneider TYPE 3 CLEANOUT DETAIL
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PAYEMENt SEC110N VARIES \ 6' uINIUUFI 0� lOPS01L OR WMPACiEO
PGGRFGAiE gSJ.
� uMir or suacenoe ���
MINIMIIM C�VFR SHALL
PNAL BE PEF u01E 3
OALNRLL
Bc �18'/MIN.
LEGEN�
Bc = OUi4�E DiqMETER
D = ixLOE �inMEiEH
d = DEPiN OI BED�InG
NAiERIAL BELOW PiPE
SGRIN4LME
HnUNCHiNG (Bc/6JI+ ` OEPiH Of BEDOING
NRtEFNL BELOW GIPE
emoirvc ° o a uw
��� � �/� . 60" k SMPLLEF 4"
NOiES Bc 6fi' k tAftGEF 6�
IN AN HP N HW f R A F I lA Pil N A i N M IIN- IH Fi RI IR M f iH
I. BE�D G � V C G 0 ll PC NS ll 0 5 SX lL BE p8 S 0 E fE C C M E AL REOU FME 5 V E
IND�L BEOOING SNRLL BE PLACE� IN iHE IPENCH BOiICM SOCN iNAi AFtER iHE PIPE IS M4P1LE� ID GRADE AN�
L�NE, iHERE RENHiNS A d" MiNiuUM �EPiF OF uniERIPL BELOW ME GioE BFRflEL PND a NINiNUM OF ±' BELOw ieE BEIL.
i0R PiPE SQES 66" NJD LARGER, iHE uirvIMOM pEPM Of MAIEWqL BELOW iHE PIPF BAREL SHnLL BE 6". BC�DiNG SHALI
BE PtncE� to BE urvifoRu n5 ao5Si6LE, Bui �HnLL BE �o05Eix PtnCEo urvc0uvnctED un1ERw� ueDER IHE uODtE
MIRp OF WE PIGE PRIOR i0 P.ACEMENi �H iHE PIFE. iF t4E IIN�EP.LYING SU6 Cf I4E 14ENM POItOM AflE 506i ON
nemwc. ixe soi� s�na ee mmeewr m sucH a oecTM rHar wHeN aecniaeo mrx qz srorve a ma aaoouce n
u�.venu nxo srne�e FouxonnoN a�oNc rNe eNna� �ervr,rH ov TMe viae nauucw�Nc nrvo iwrnn snckvn� snu� ec
COMOACiE� IN B" MA%140M LiFiS i0 NOi lCSS TVAN 90X SIANOAR� PpOMOk pENSItt fOP RIE EN11RC �EPTV �F lNF
MAIERIqL pLqCE�. WE BACKFlLL SHqLL BE BROOGMi U� EKNLT ON 6pM SI�S OF iHE PIPE PoR ME NLL �NG�N Ci
iHE PIPE. HpUNMING 9fALL E%iEN� i0 1HE SPWN4YINE OF WE PIPE MINIMUu IFENGv� WI�iH 4iALL BE iHE OUi$IDE
�IAMEIEF 0� iHE PIPE PWS IB .
2. �N�L BACHRLL �OR PLL FGP INSiALLA➢q!5 MIEFC "C IS 5 OP L£55 SVALL BE B-BOPROW �OR SIPOCNFL BAGRLL
MEEPNG iHE MAiEflIAL REOUIREMCNIS OF ME IN�O1 AN� SHqLL 9E COM4qC1E� IN fi NAMIMIIM LIRS 10 NO1 1E55
iH>�u 95% SIANOMD PflOCiOk �ENSitt fOR ME EN1WE OEPiH OF ME un1ERiAL PLnCED. InE BACkIiLL FOR inE
10P 6 OF ME E%CAVAIION BELOW ME LIMII Of SOBGRA�E SHALL BE qR SiONE MEEiING ME NAiEWPL
aeauieeMexrs or rne irv�or nrvo snnu ee cauPncreo ro ear �ss mnry esz srnrvonreo vaocrore
UEtiSIry FwnL BnCFRLL FOR ALL FCP w9el1Aii0N5 wnERE T i5 GREaiEN tHaN 5 SHFLL 5E Q£aN FlIL
AIAIEPIAL FREE Of ROCkS LARC{R MAN 6" iN pIAMAiER fPOZEN LI1MP5 Of SOIL, WOW OR �iHEF E%WANWOS
NAIEAIpL UOMFqQE� iN 12' MnnMOM UFiS 10 NOi LE55 iHRN 902 SiANOAFD PROLiOR DENSIiY WR iHE ENiIRE
OEPiH OF ME ESCaVnPON �N1RpCi0R SHnLL PROVI�E A 3rtl PaRiY iE5➢NG n6ENCY i0 PRONDE WMPACnON IESPNG
f5 rvECESSARY.
J. �OR IN4qLLAIIQV OF StOpM MAIN$ WAiERMNNS. SFNIIARY MAIN$ WPiER SERNCE LPiERA15. AN� SANIIARY
SERVILE IAiERq6 UNDEfl Cltt $1REEi5, flEGAPDI£4 OF ME J'JRISDILiICN OG ME OTpiT. 1HE MINIMOM
Wt�Efl FflOM iME i0P OF IHE w51nLLE� PPVFtIENi Oq FINAL GROUN� EIfVPiION i0 ME i0P OF iXE INSiALLfD PIPE
SHAl1 BE x0 lL4 inNJ 2.5 iEEI W COVER ALONG NJY PARI OF iXE PIPE. IP iXE SIAN�AR� PRACiICE Oi lHC
I1➢LIIY IHpI Hq5 JIIRISDIC110N OVER iHE INSIALLAii[)N HAS A MORE SWINGENI CAVEft REQUIPEMENi,
1HE NORE SIRWCEM REOJIREMENI SHRLL GOVEkN.
<. 6 EY15➢NC SUBGRAOE NAS BEEN IIME 4ABWZ£�. BFCKFILL MiH B-BOFPOW i0 BOIIOM W EpSI1NC SIIBGPA�E
AN� RLL TO 1NE llMli OF EYIAING SUBGBqOE VNM COMGqQE� AGGREGAff NO 53.
S.IHEi SiANDARDS SHNt PPPL+ FOR SiOqM SENfP<INSIAUEO WtMW EXISIING RND PROPOSED CIiT P/W AN� FOR
SIORM SEWEPS Mpi SHnLL BE MAINIpMCD BV iHE Cltt, REGAROLl4 01 AORM SENfR JURISDISiION.
6. RLL 5lpiN PIPE lM1HIN ERISIING Ok PFWOSE➢ CIiY R�W SHALL BE REINFOFCE➢ CONCRFr PIPE RECAROI£SS Oi
dIRISLIL➢CN OYER SIqtM PIOES.
STANDARD CITY OF CARMEL STANDARDS
DRAWING
q�31 TRENi�H DETAIL FOR CITY STORM SEWE�2S
NOIE: Cq1IXER APRON NVO GSiiNC SNALL BE
WSTPILED mIXFT iHEY �0 XOi MIY4N I° fdEMANCEffl0.Y i¢P W
CplLACi INE L9RRAl Ofl LAIIFA GP. �CAY 10 BDi1W OF CASPNC
1!F<"MN A-19]6 OP EASi,pROAN '�.S1B�� m'� ��
w,tn rt+�R r� rosnxc i1 I�
CEN:OIf� �HINLAW.CE
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UlIp5N�0 EARM. (NPROSCAPE SiAFRCES AA9 ALL OThFRINSiAWPRA
BEM➢N� i,i9EE FEET 6 BIIIL011:C)
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19N10219
STAIE C£ .
�� I TRICO REGIONAL SEWER UTILITY
Schneider TYPE 2 CLEANOUT DEfAIL
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FFhR FUNRE CONNECiIqJ HPS BEEN MAOE POSL SHqLL BE Qli 6ELOW GRRDE RNO REMAIN.
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'mlEnxiry aa
4DEWALH
CURB OR LYIFB & GIIi1EF
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iDERpRNN mENCH i0 BE
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�ABRiL ON PERiuEIER 01 �
tRENLH AN� OVERNP A1 �`
SUBGRA�E l£vE� N
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ASPFnL� OF CCAIPACIE� AGqtEGRIE
Nc s3 Pea rra¢n� sFrnox
�� DIXIBLE WALI PiPE, PERFORAIED xpNCOR
R I fl I �I H��-0. nPE � PIPE qt EONVALEM
FDUCNG i EOVREO / 3' 3�� Z pEF SECPON 401 dl 01 WE
/0 WASHEO FGCREGAIEJ ��IN MI 3 Si0W1 WAiEP IICHNICAL SiAN0AR�5
4'�p 12"MIN -
7YPlCAL SSD LA7ERAL 70 /NDII/IDUAL
�ors uNOER coNCRErE cuRe.
NO SCAIE
NOIIS
PIPE SHALL CCNLCRN ID SVEC REOIIIREMEMS OF SECTON 90) CF SiPN�AP� SPEQFlCATON
IEMPCqAFY EttEN510N ABOK GROUN� ID BE RENOK➢ UVCN CqlNECPCN i0 HWSE
srnNonR� CITY OF CARMEL STANDARDS
CIRAWWG
��,_pq� TYPICAL ;SD TL WDIVILIUAL LOTS UNDER CONCRETE CIJRB
NOTE:ALL APH AN� CRAML SGRCE
CCNNECPONS MUST BE A WNIMUM
OF 3' BELOW 1HE FOOiEF ANU EYJ'
1HE BUILDMG Ai 7HE FAONi OF
hlE SiRUCNRE i0 PRONUE 1HE
SHORiESi, MOSi DIRECt ROUIE
FROM 1HE BNL�ING i0 iHE 3' yppMUN
E%IS➢NC LAiERAL SNB.
ipIPORARY FOONDAiION
GWED CAP (FOOIER) �
'�'3' MINIMUM
J' MINIMUM
ROW
4' SENER� . ��� � �
6� IAINIMUM. SEE SANIiFFY 4X6 RIpD
SE15fR 7REVCHINC, BEO�ING
AN� BACRFILL OETAIL
CLEANOUT TYPE 1
(ONLY UNDSCAPfD SURFACES YAMIN
'�W�nunnnmvuu iryREE FEEi OF BOII➢ING)
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19N10219 .�p
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�� I TRICO REGIONAL SEWER UTILITY
Schneider n'PE 1 CLEANOUT DEfAIL
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AFIE4 WNRE CJNN[GION nAi BEEN MA�E POS[ SHPLL HE N1 yELOW GkqpL AND HEIAA�N
SffEL 4ENCE POSi
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� MIN 41N � MB WASnED
ACGREGAiE
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xnrvcoe H��—o oa eamvn�er aee
5 CIION 4�ID1 OF W S10RN
E E
WAIER IECHNICAI ARNOAPpS.
SSD LATERAL 70 INDI�IDUAL LOTS lN REAR YARD
NO SCnLE
NOYS
P�PE SHALL CONFORM ID SPE4 AEp11REMENiS OF SEC➢ON 90J OF SiAN�ARJ REC61innCN
�MPwonar Eerervvory naove caourvo ro ee eeMoveo uvory corvrvecnory m nause
srnNonRo CITY OF CARMEL STANDARDS
DRAWING �
��_ ,gq T"R�('AL S�D LA-ERAL TO I�'JDIVICUA_ L('TS I'V REAR �AfiC
NEPRESi UPSIREPH OR
oowHsm[nM Mu�xat on
uux unE �R mnr is
rvor n earoow uo
3aPv�p���A",��'"��. ACCEPTED DESIGN OF SANITARY SEWER BUILDING CONNEC➢ON
� OpEGISTERF.��
£ No. `
,e3ooz,e �� ACCEPTABLE BUILDING SEWER
� SiFiE OF 4i<
���F �"°'""� ����€ CONNECTION DETAIL
"*��S'/ONAL F,��as
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT
ACCEPTABLE CONNECTION DETAIL
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ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZP Investments, LLC
11460 N Mendian Street
Carmel,IN 46032
317-705-5050
Architect/ Landscape Architect
RATIO ......... .......
101 South PennsyNania Street
Indianapolis, Indiana 46204
317-633-4040
Structural Engineer
CE Solutions
10 ShoShone Dr.
Carmel, IN 46032
317324-6024
Mechanical / Electrical Engineer
Heapy Engineering ......... ......... .........
3850 Priority Way 5. Dr #204
Indianapolis, IN 46240
317-571-8795
Civil Engineer
Civil and Environmental Consultants, Inc.
530 E Ohio Street G
Indianapolis, IN 46204
317-655-7777
�� KEY PLAN
SEAL � DATE O6/21/19
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SHEETISSUE
ISSUE�FORCONSTRUCTION Ofi'P1119
PROJECT NO. 02000.000
SHEET TITLE
SITE
DETAILS
r
OF SUBGRPpE
PNFL BAG(RLL
SnnLL BE vER
NOiE i
u
fi uiNiu�M OF iWSOR OR COMPnCiEO
AGGFEGAIE Y9
� cav�uExr SECnou vawEs
`�' � - -`�
MINIMUM WKR SHPLI
9E PEF NOIE 3.
B:�CinG NnurvCHwG,�� � �PE NRiERiAL PER UiILIiY
mEkCn M�IH,INiiiAL NqNNC JJPoS➢IOPON OYER
- IuSinLLAPON.
�A(1tRLL NAIEkIAG,
oLACENENi. ANp
COM4qQ10N PER
SIAxDnRD PRaf,iiGE
Cf U11lIiY NANNG
ARIS�ICIiON OVER B�
ixsrnannow. 7'�%�/��/�/�/�/�i
i./iUGG./iGGi.
WATER & SEWER MAIN AND LA7ERAL 7RENCN DE7AlL
�� FOR unurr iNsra�cArroNs wrrHiry cirr R/w
rv0 SCNLE
L RNnL BnCxfiLL fOR UnPiT iNAALLnii0N5 NNERE "L" R 5' Ok LE55 SHeLL BE B-BORROW fOF SWUCNRE BACNRLL
uc[nrvc mc �nnrzrein� recouireEucH�s or mE irvoor nrvo sxnu eE cauancrzo iry e' Mn�iMuu urts to rvar �tss
iHAN 95] SiAN�FR� PPpLi�R �ENSIiY GOF 1NE ENiIRE �FP1N OF ME MAIEPIAL PLRCE�. 1HE 9ACFRLL FOR IHE
i0P 6" 0� iHE ExrpVnilqN BE�Oµ 'NE UMIi OP SUBGFnUF SiALL BE p53 A�NJE MEEIiNG inE unlERinL REWiREMfNiS
OF MEINOQi AND SIALL 9E COMPACIED i� NOi LESS MAN 958 4ANDAPD PROCig( DENSIIY FOft IHE ENiWE
DEPtn oi mE ualEainl RacEO. iF ME Ann�onre� aRncOCE OF inE u➢lin ina� nws durei�0ic1i0N ovEre
iHE PlSIALLAIION HAS A MOkE SIRINGENi FlNAL BACNFlLL REONREMENC ME MORE SiRINGENI REOUIREMENi
MLL GOYERN. COMPACiOR SXPLL PRON�E A]ra PPflIY iESiING AGENIN i0 PPON�E COMPALPOry iESiING AS
xELE55Aflv.
2 IHIS REWIREMENi SHqLL APPLT FOP pLL IIIWiY IN9qW110N5 QNLW�ING BUi NOi pMIiED i0 WPLER
A1qINS, WAIEP SERNCE LpIEPALS, ANIIqRY MRINS, SANIiARY SERNCE URRALi G45 PIPING. PONfR. iEl£COMFI
arva cnry coNo�irs oR ouct enxx� mrnw E�isnNc nrvo vreoaos[o catt or cnwnE� re/w uuirs.
�, FpR UIILIiY IN4FLL0.➢ONS UNDER UiY SiREEiS. REGARDlE55 0� ME JORIS�ICiION Cf 1HE UiILIiY, WE MINIMUM
CpVFR FROM ME i0P OG lHE IxSiALLEO PAYENErvi OR FlNnL GROVND ELEVATOu i0 iHE i0P OG IHE iN4ALLE� PIPE
CUJmi OR pUCi BANK SN2LL BE NO LESS iHnN 4.5 FEEi. 6 lHE SiANpARO PPACIICE OF lNE U11LIiY iHAi NFS
- JUFiSGC➢ON OVEk lHE �NSiAIIA➢ON HFS A MOPE S1RiNGENi COVEP FEOUIREMENi, lNE MORC SiFINGENi PEWWEMENi
9XPLL GOVtRN.
�. ' IXIS➢NC SIIBGPAOC HkS BEEN IIME SiFBIL1IID. BAIXFILL PoW B-BOPRpW ip BOitOM OF EXISIINC SIIBGPFOC
u�0 FlLL i0 WE 111A1i OF iREniED SUBCRA�E MIN COMPACI[D ACGREGAi(, NO Sb.
sralloaR� Cl7Y OF CARMEL STANDARDS
DRAWING WATER & SEWER MAIN AND LATERAL TRENCH DETAIL
10-32 FOR UTILITY INSTALLATIONS WITH!N CITY R/W
NOTE CPSR�G WALL BE IqSiAILE� 50 iNAi
MEY p0 NOi CONtAGt Th£ LA1EflAL OA yINWI'N��k MMIUN 1'
URPAL CA�. pEpqµ;� {p�,IOC OF
30" 1£SiAL CAS11ttC KPI �.1' LID, �pp 1]BOnW OF G5111
1£i1fRE0'AWER QEAVOUY N11N �
PENiA60VPL BOLi/LOG( iFACrt MAE
: m orrzun_ . 6" PVC C �,� i fINAL GRUIE
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d �_S v(R ti �I. I
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6"fRON i0P OF PIPi i0 BOi�;.N' '
0� NERP P�t CONMACIG2 54N'. � �� .. ` 6' S[µtA URRAI
I N0� FLLOW MERfl PII f0 CONiACi
�ah�A�i�EE � �+�;Eh �^P CLEANOUT TYPE 3
(LPaSS OA lAN�SrFPE SURFACES
BEtt199 1HREF fC[f OF 801:➢ING)
Na � .
' 19300179 ..
SiAIE OF .
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
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onrE: 09/19/19
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SHEETNUMBER
C802