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MPNpFACiUREfl �II V II 0° � 360° ACCOROWG i0 PLANS
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(3) VFRIABLESUMGOE4IH
4'MINONB"-Y4' � HCCOF�INGiOPLPNS
6'MINON30"&'�6' - (B'MMANB'-4d',10'MMAN30'
8 IY MM. ON %"
BASED ON MANUFAQURiN6 REQ �
8'-36' -
iHE BACRFlLL MAiERiAL SHALL BE CRUSHED SiONE OR OiHER
GRPNIRAR MAiERIPL MEETING iHE RE�UIREMENi50F CN551.
� CIASSII.ORCLASSIIIMFiERIALAS�EFINE01NA5TM�Y]Y1.
BEODING 8 BACKFlLL FOR SURFACE DFAINP6E MLEiS SHALL BE
FIAGED b GOMPqGiE� UNIFORMLY IN ACCOPDANCE WIiH ASiM D3ffil.
nvoRnrvT
EJIW5BR
SET MNRK Ai6" ABOVE FINISH GWNE
3 PG VALVE B0%-
EJIlNfi864
2' x 2'v fi" CONC. COLLAF
W' 1"CROWN
MECHPNICPLJOINTS
SPOOLPIECE
VALVE
� 8"x6" RE�OCEk
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 06�� $�2O
OOWNSPOOT �
GRP�EOR � PVGOOWNSPOUT
GFVEMENT TOPIPEiRAN51ilON
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1 CCNNECTONS NUSi BE A MINIMUM
p1 C4 J'BELOW ME iOpiER PND Ewi
vRp�'mov 1'1 ME BUILOINC Pi ME fRONt W
�" 'I ME SIROCNRE i0 PFON�E WE
1I SHOR1ESi, M04 OIRECi POUIE
1I FROM INE BNL�:NC i0 INE
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HAUNLXIHG(Bc/6) � � pEPIF 'U ACq01NG
4P1FGnLBELOWPIPE FBSIpPep4wmrv21t- 92`,1HL(�kAPL
ecoowc ^ a euix ^°R���P^Fl5�' CLEANOUT T1PE 2
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60' k SM4tEP 1' I1Nd5TAffi� EnAM MPIIPY.'PPE WX�RLFS PA'� ALL OIHEP BKIaLLA�q3
NOIfS B< 66'kLARCER 6' A-]OXOIWR'fk�0.'9VIWItt6j
I. Bf�01NG AHO NPIINCMING IOP AlL RLG MSiALLPOMS SN.1LL PE �9 90N[ 4EElING ME 4F2RIpL qE001fl&[N15 W MC
iN�01. 9FDpNC 4AL 9E PlACE01N M1IE iflENCH BOiI�Y WCX Mqi pFIER ME %PE IS IHAALI£. IO GRME IN�
uNE. MEAE PEMPINS P<' YINWIIM oEPM 01 M42FP� BEiOW ME P>E BAPREi �N� P MMMU4 C( ]' BELOW ME BELL
'OA PWE SZES 66' AM1O �ARCEfl. Mi MiryIMUY DEPIH 01 PAiPUL BELOW ME FIPE BAflEL SHPLL BE 6'. BEOOING °JULL
n[ Puceo io ee uwvoxu as vossieie, em sMau e[ �cox�r cuc[o uxcau>ew[o uarzaie� uxoere w[ uio��[ P�\D A C(
iHIWJ OF IHE PiiF PPIOF 30 PUllMENi p� 1HC PIaE 6 1NE IIN�ERItlNC SOILS C4 IHE WPTN BOrtpM APf WR pV � d�iSYEqf�
T1El➢IryC, iNE Sb� SHPLL BE UHOFitCVi 10 WCH P pE>M MqI NHfH AEPNAm W1H R2 SIONE II MLL PPOpUCE P � 4' O
VMlpiM PH� SiABIE IWXOAPM 4Lp1G 1NE EN9RE IfNCIN 0� �NL PIpE NPONWING ANO INIiUL 6ACFIILL SXA1 BE � N0. . _
L04PPi2� IN 0' M4NIWM lll6 l0 XOl LE55 MAH 90S SIPN�PR� PACCIDA MNYIx lOq iN( EN➢RE �EPIN W ME '^�� - �qJ�p�g ��
YPIEA�A: >LAtt➢. ME BAIXRLL SMALI BE BROIICMI OP EKN V ON BO1M SIUES Ci ME PIP[ PoA tHE NLL LENCIH 01 $9p _ FnIE M� W
p�14ME EA Of�LH[ PIPE PW510'�0 i0 IHE $PPoNQWE W IHE PIiE. YIHIYUM 1PENCH MOIN SYALL 9[ iHE OULYOE $�.0,�/NOI�N�N�VR��
2 RrvM BALrcFlLL ipi qL RLP INSINIA➢ONS 1NIfRf 'L' i5 5 CR IL4 SHALL Bf B-BOAROW iCq SIAVCNAf BPIXFlLL �� ONAL �-�
MfFlMG iHE NAlEaPI PEWiRELENTS Cf 1NC M001 �Np SH�LL BE CWPALIE� M 6' MepM04 I1R510 N01 1f55 �""^'^^'"a
IIPN 95S SiPN�AiPo PR�CiCR �ENSIY fOF 'HE ENPRE OEPM M ME MAIERI0. CLp:E�. ll[ 9ACNRLL �CP ME � OQ �/ L
1W fi 01 ML EYGAVP➢LN BELOW :NE LIMIt 01 WBCflPM SNALL BE N53 90NE 4EfpNG MC MP�ERIp1 •�%
P4WIREMEN6 Of 1HE iN�Oi ANp SHALL BE GMAOACR�J �0 N�t LESS M4H 95Y SIANOAfl� PRMIOH
UN9tY. IINR BAIX61LL lOq 0.L RLP INAALLAIi0N5 WNERE'L' IS CREARR IH W 5' SMALL BE afNl RLL
4A1[flUL IAEE LL flOb6 LPflCEfl MAN 6' iN OIRM4IEP. iflOZEN WM>S Of 5(XL MVLO pi OMEA E%1flANE0�5 �� TRIC� RE(�iIQNQL SEWER �JTILm
MAiAI�L LC4P�LR� iN I3' M�NIMOM LIRS i0 N01 1f55 MPN 90S SLM'O�AO PPQCLOP OEY9tt [Cq ME EH➢flC
0(PM Of iN[ E%G�VPPON. CON�FRCipi S4RLl FFONpF � YO VPP1Y (ESTNG AGENLY IO iRONO[ COYPPCPM I[SONG
ns xccEss<ar, $ChflEldiY TYPE 2CLEANOUT DETAIL
3. fOH INSIAILAII%1 CF $LCqY M/JNS. WRERMPINS, SPNIIAPY YNXS, WA1EP $FRNCF IAIERALS, M`p $ANIiPqT
SfAH[E URP0.S UNCfA CrtY SIAEf6, RELPAGLE55 Of ME JUAIW�LIIOH IX ME 11➢Lliv, ME MiNiMUM
fAYEN lAOM IHE !W LF ME INSG�I£0 PPKYENI CF FlNPL G40�N0 E�fVAIICM !0 ME !� CF ME INSiNlE� FIPE
SHALI BC NO IESS �H>N 25 �EEI C� COKR �tONG IJVY PW� Cf M[ PRE If IH[ SLPNpAFO PP�CIICE W INC
V11UiY 1HAi x�5 JVRI591CPW OKF IHE INSI�LLA�ON rv�5 n YpY SIPMGCNi COKR REOVWE4fN�,
ME 40.iE SF.INCENI REW�AfMENt SHPIt COVERN.
A i� Eb511NG AIBGflME HAS BEEN LIYE S1ABil2E�. BAPFlLL NI1X B-BqiPOW 10 BO1LW 0� EMiS11NG SIIBCAA�E
M'0 qll IO 1Xf LI411 C! fNiS➢NC SOBqtAOE MIH LOMPnCIE� PCGPFG.IR HO 5l. �S11CH MOiH NAXMUN 10 fEFT
5. MESf SL<H0.1AU5 SHPLL 4PMr fM SICflM YNfRS INSIALIf� WIHM CpS�XG .1X0 PRmOSf� q1Y F�W µ0 Pofl 1FG'CM BO% OR OTKK 1�1� Ai iCp C{ [y,CAVAPON
SiqiM SEMERS WA� SHALL BE MAINIIIHE� BY IHE CIIY, PEGMOlFSS CF SIDF4 SENEP AR15qC➢ON. AllEP1IHlE 1REN�1 5/fEtt S15IIN
6. PLL 4qM PIGE YAiNIH E%IS➢NG W PRGPOSEO Ptt P/W SH0.l BE PE1N�piCEO CpVCPE1E VIPE flEGROLE55 0!
NPiWIC➢GN OYER Siq2M PiGEi V������
V�/A�/���
srallonRo Cl7Y OF CARMEL STANDARDS �A
D4AWING � �'� �oTM s��u uor ceam eo+
wow ar uaaE wau i.o raor
10-31 TRENCH �ETAIL FOR CITY STORM SEWERS j�
E11 W.1pdOJA i0F pT -
FwisncRnoE
SiAMpE� PER HPMILTON
GOUNiY SiFNDARO DEiAIL
oanwirvcs
PRECASiPoNC.FISERS.
Ao�usrwcHEionr
<'MIN.T412"MA%. -
�,AN�a�Es.EPs -
48" PREGST CONC.
IAANHOLE SEGTION6ASIM
C-0]8,W/M1IO�IFIE�
iONGUEJ01NiPN0 -
ORING OR MASiIC SEAL
GROUiE�OR �
GASKETE�SEPL �
ENCASEFRAME&
A�JUSTING RING6
IN M�RTAR
GflECFSTCONC.CONE
OF FUTTOP 3ECilON
1/R 0� IY L[P PPo %PE
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3
SETiMEGRALBASE -
ON6"MIN.COMPACIEO
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1EMP02ARY
GWED CAP
4
bX6 PIGID
CLEANOUT TYPE 1
(ONIYlANOSCAPm SUPfACFS WMIN
1NRf£ iFEi CF BIIILO�NG)
Na
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SC�� r
6" PVC WP
rFlNAL �AOE
� PIPE
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ffM£R UIERRL
TRICO REGIONAL SEWER UTILITY
TYPE 1 CLEANOUT DETAIL
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icmam S[w[a a�nvour wm �
PENiMMIPL �Lit W(
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MINIMV J'�BOY[SIOXE �
ID'e fFAIW N�Pf mFhA ort,
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n u cvu¢
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pF AY`Eq pl. tMIP/Clpi SXFLL ��� � ��� fi 5@�3. NhP0.
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ry0" RLLOX MfhF PII N CLM�i
uhA��-+^�=�EhuP. CLEANOUT TYPE 3
�ce+ss ae uuor.are wevnc-s
BEMYO MiR GLI Ol BJIWINC)
Nn �
� 19J00219 �..
r. SiniE Oi .
�� I TRICO REGIONAL SEWER UTILITY
Schneider T'PE 3 CLEANOUi DETAIL
YIN. 4WE 91RLL BE iNAi SLOPE NEUSSnRY 10
fY OESCN SLOFM AND KEEP WA1ER IN EAYYENi
_�OfAN� BAWILL Y.1IFFIAL fPR Of flOLKS
Ere. uAcw TM.w c' aa omm am�v;cws
N�hAL (0.YIP�C1 10 PflMHI ffi1LfMENif.
N,VS,15 WIN�N 5' OF RJID 91f6Aq BAtl(fILL
PER HfWIPEYEHR Of iHDIdNA pEGdATENi Of
iWWSPRiATON ANO CWPACI iILL i0 95S
1Kqi�m PflCCiOA CEN9M1
NUNHR 8 CM9if0 52NE qt x1Y0FA 8 ifl.lCNltlD 1AQ
A .GS2WR
FlLL �AR9M i5 T0 BE %A(m iPW 6 NMES BFLM 10
i21NME5 ABJK M PIPE
ME WMW ApA➢ BE A NNIWN Of IB HOIES Mtt.
540H1 IlI�ID. NIN� iAY4N M'D WN#D M.
p auv�m smriE �o�u vcm,
NNlO i.1NR0 M'� WAIXm IX.
(BELL NqF UCAVAIFD)
._.___..__.]N RANS
FIRST LAYER BEDDING TABLE
vtt9a a'mi5 iCamex PIPE SIZE A B
BEDOIHG HLOW ME UP t0 ie J-0 3-s
FIPE BAiFfL AN� P3L �HIYUY = 6' NIHWOY = I�� 18' .W� CAEAIfq 0� 1f D 1 10�
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SANITARY SEWER TRENCHING,
BEDDING AND BACKFILL DETAIL
CLAY TOWNSH[P REGIONAL WASTE DISTR[CT
SANITARY SEWER BEDDING AND
BACKFILL DETAIL
E%i5➢NC
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1 GI
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I I-I I I-I I I- I�=I I I-I I
UNpERCUt SW0.E BY 0.
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ON PERWEfffl 0� rylo
IPCNGH ANO OY£PLAF
Ri SU9IXt00E LEKL
I� MIN. l Ip' WR
vivE SNaLL C0.vPoRu 10 SaEC NEWiaEUExiS
y9 WASHE� ACG4FGA�E OL ffLTIXi 90) OF SiANDPRO SPEGiICAIiLN
MIN. fi' DOUBtf WPLL VEPFW41E0 MR 101.01 OF 1NE
Si0F4 WRiER IEWNICPL Si�N�AHUS M.INUPL
TYPICAL SWALE OETAIL
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SUMMHflY OF IATEFAL INAALUTION 0.Eq010.EMEM5 . �
1. Only one building may mnnect [o Ne sewer main per la[eral unless otherwise appmvetl bV TriCo.
2. Poundationtlrains,rvmpdrains,downspoutsandothersm�mwacertlrainssM1allneverbemnneaedrothe
anl[arysewec5lcedewaceringsys[emszM1allneverbedlscM1argetltotbesanlcarysewer. � �
3. iM1eercistlngsewerlinefmmMebuilJingrotM1eseptictankmayonlybereusetllFlNsloatetluntlerabullding � �
addltion,patio,porchorpaveddriveway,and�helinepa55ezanalr�est[hatizobservetlbyTriCo.Con�ac[TriCo�or � �
eln(ormationaboutairtestingrequlrements.TM1eOropertyownerizrez0onzlbleforreztingrortz. . �
4. idCosM1alllnspectallnewlareralsorlaferalrepalrslntbelrentlrety.Finalmnnectlon[otbesanifarVsewermusfbe � �. .
observetlbyTrico.Tbepmpertyownerorconhacrormus[no�i(yTriCopriortobackflling.inspeRionsmus[be � �
zcM1edvletlatleast24M1ourslnadvance.I�aninspectiontailzantlsubsequentinspectionsarerequiretl.oriflM1e . .
o�va�mr��:oom�:aero,me:rnea�ieam:pe�roo,a5iooreewaieeasse::eda�am�:eeepa�aprorm . .
:rnea�ims me remsperno�. . .
5. SepticrystemcmtentsoreRluen[shallnererbetllschargetl[olM1esanitarysewer.BeatlNsetl[M1atyourmunry
M1ealthde0attmenvegularezze0�iczyzremz.Oponwnnec[ionrozanitaryzewer,azepticcankmurtrypicallybe �
abandoned,pumOedclean,andfllledcomplefelV�+'itbeartM1enmaferiaLCon[ac[your<ountyM1ealfM1deparfinen[for � �
e'mlorma�iononsepticrystemantlabantlonmen[requiremen�s,anE�onoti�V�hedepar[men[ofany � �
abantlonmenC � �
6. Thefollowingma[erialsarea[replablelo�useing�avirysewe�la[e�alinilalla�iono�repair: � �
PVCpipe:5D0.35m5�0.26,N5TMW030,6"tllamete� � �
GVC pipe, pressure rateJ�. SDP 21, ASTM �2241, 6" tliame�er � �
PVCrestralnetlloin[pipe�ortlirectionaltlrillingWrtalloGreenline50R21,A5TMD2241,6"diameter � . . �
All gaske[ed )oln[5 SM1all meel HSTM 03212
All fi�tlngssM1all be SDR26 or be¢er
�uctile Iron mecM1anical loint fittings witM1 pmper hartlware �
S�P 26 gasketed repair sleeves or Indlana Seal shear guard
Femm and simllar flevlble muplings are only acceptable in certaln circumstances and zhall not be used witM1ou[ y o�
ona�aoo� ai imm rdm .i „y u,�ro � ��� a�g�b��
aea�wes� e' mreaded cvc �as 4 ana sreii �o� oa uame a�
Bedtling�.UzepecrusM1edsroneorfratturedtaceaggregare -����'� �����
TM1e following materiak are accep[able for uze In low�preszure sewer laferal Installacion or repair.
HDPE pipe for tllrec�ional tlrilling: DR 11 IP5,135" tllameteq PE4)30
Connections shall be matle via elec[mfusion or using polypmpylene or stainlesz zteel wmpression �Iltings
Electmluzion M1IgM1 volume tapping tee, rated IDO pzi, PE4]10 ISSUANCES
1.}5" IPS �ull por� 1/4 Nm fuslble PE ball valve, rateJ 200 psl
TM1readetl swing check valve, 316 s[alnless steel, ra[ed 2DD ps1 PERMITS
Contatt TriCo �or accep[able pump zta[ion marerialy equi0menp pumpz and otMer requirementz
I. Porgravlryandlow�prersuresyzfemz,thelineleaving[MebuildingsM1allnotexceed3'inlengtM1beforeadeanouc 06f2]I2019
mus� be adtleJ antl [M1e line is transltlonetl ro 6" tllameter SDR 35 PVC plpe. Glued joln�s are not allowe� after 3'. No
admno�aiameannmg:areanoweateowee�meb��mmga�amena�s�noN�iea�om.voraua�a��rvn�es,�iea�o�n REVISIONS
snau ooe ee �n=�ea mo,e ona� ioo� ao=�� eeoweeo me n��m�oa =�a me:ewe� mn��. see mco::�n�aa,a a,aw��s,
formoreinformationoncleanom�insvallanon. NO. DATE DESCRIPTION
8. BetlJingmaterialsFallbeplacedfmmatleast6lncM1esbelowroIIlnMesabovetM1eplpesudace.ThetrencM1SM1alI
be a minimum of 18" witle witM1 at least 6" of dearan[e on both sides of [M1e pipe. Material sM1all be placetl over IFe
pi0e and varer wire atter Inspection.5of[, unstable or unsW[able matedal found below and near [M1e lareral,
clutling any flll orlountlatlon beckflll matetlal, mus� be removetl and replacetl wtlh p8 srone TM1e mmracYor Is
olely responsible �or eStabllSM1ing stable pipe bedtling mntlitions.
9. p10-AWGsolidmpper[racerwireshallbelaidonmpofandmn[heen[ireleng(hollhela[eral.Hllsplicingohracer
esnan�sesmspucek¢moaeioea/v�s,xmginnovanonorymnnmreceeurywgnquaca�aiogp9ozzqorrr�co FlLENUMBER �00500t2
aporovetlequal. PROJECTMANAGER JPM
30. La�erals sM1all be'mstalletl aUeas� EO' fmm waterwells unless PVC pressure gratle pipe I5 uzed Any pmposetl pROFESSIONAL I0050012
ins[allatiOn rPquiling pre55ure pipP Shall bP RviPwPd by TriCO pfi0r [O In5[dlldliOn. WM1PrP d bdn5i�i0n i5 made
becweenIDR35pipeantlpressuregratle5�F21pipe,aduc[ilelrongazketedmeahani<almuplingsmustbeuzed. ��WNBV JRS
11.LateralzlerstM1anS'tleepsM1allbeatleast24"fmmtM1epmperryllne.Lateralzmoretban5'tleepsM1allbeatleazt36" CHECKEDBY JPM
!mm [he pmperty line. W here [he la[eral runs in dose pmximiry [o �he pmperty line [he propetly mmers mus� he
urately ztaked by a professional land surveyor prior m Inspeccion.
11. La�erals running parallel to a bullJing or slmcNre sFall be a� least 3Y fmm [M1e face of a crawl space or slab on gade
lountla�ion and 60" from [he faw of a basement foundation wall.5pacing requiremen[5 alzo apply witM1 respe[� to
the ancillary ztmcture'z foundation deptM1. Ancillary zttucmres (e g. window wellz� and other ucilltiez zMall not be
placetl over or near fM1e lateral. TriCo may adjust redulrements where fuwre a<ress m cM1e laferal may be obsimcred
bV otM1er Nilltles. The mn[aRor fiould call ro tllscuss fur[M1er If M1e/sM1e believes [M1is coultl be an Issue.
13. All Intras[mcNre mnnected ro TriCo's sewer rystem may be teztetl, inspected, or televisetl at TriCo's dlsretion, antl
must remain acrezzible and pmpedy maintained.
14. Ca11811 or 1 H00-382 5544 be�ore you Jlg For more Information go [o www.lndiana811.org.
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during normal business Foun ae 3ll�864�9200 prior ro mmpleeing eM1e work and zcM1eduling an Inzpection. Go m
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