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WATER�& SEWER MAIN AND LATERAL TRENCH DETAIL U�O�n32�
NOTE
SEPARATOR WILL REQUIRE TESTING AS
DIRECTED BY TRICO REGIONAL SEWER UTILITY
TO VERIFY THAT STRUCTURE IS WATERTIGHT
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
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SERVICE LATERAL DETAIL
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SUMMARV OFIATEPAIINSTALLATION 0.EQUIREMEMS
1 Onlyo ebuld'ngmaymnneRNMesew rma'nperlalealunlusoMerwseappmvedbyTrCo,
2 FoundaEondranysumpdra�nsdownzpounandothersmrmwacerdra�nsshallneverbemnnec[edmtM1e
't y . 5't d t' g y c h II b d' h g d e ch za 'ra y DEPARTMEM F
3 Th C g I' h IM1 b Id g[ M pC t k V IVb reu d it' I t tl tl rabuldngONSTNUCTlO I
dde p C p n p dd' y dcn I' pa ' t tMat' b dbyT'Co Co�d�tTrr�(p�51DEWAL .
nbrmaCon bouta'rles[ngrequremenh.TM1ep p ry 'ruponsbleforlesCng ls $HALLBEHEQ IF
4.ircozhall�nzpecxallnewlatealsarlatealreparsTth- tery.Finalmnnec[onmtM1esantarysewerrt�uF(pBNSPERl1
obrervetlbyTrm.TM1eproperryownerormntractormut CfyT'C p'ortobackPll'nglnsp C mus[I�DISMFKTE �
scheduledatleasROhoua"nadvancelfan�nspecEonhl d b q nt�nzpecEonsarereq" d rftl�AlN$$HALL E
mncracmr'snoconsreforthescheduled'nspec[on a$100feewllbeaszessedandmustbepa'dprorm
schedul"ng the re nzpect on.
5. SepcicsyzcemmnrencsorelHuencshallneverbedlschargedrothesanl�zrysewer.Beadvisedchacyourmunty APPRQ�A �,
nealm tlepartment regulates repCc systems Upon connecCon to san rary rewer a rev« <ank must ryp wllY bgo��OVAL HE F
abandoned pumpedclean andfilledmmpletelyw[hearthenmateral Contac[yourmunryhealthdepar[m2At IHEMEN 5
moeinformationonzepticsystemandabandonmencrequirementyandmnotifytFedepartmentofany Rk
abandonmenc ANDLAKSH 0
G Thefollowingmaterlalsareacceplableforuxingravirysewerhterallnsbllatlonorrepair.
PVC pipe�. W fl 35 orSDR 26, ASIM D3034, C' diamefer
PVC plpe, pressure rated SDR 2], ASTM D2241, 6" dlameler
Pvc ,e:e,a��ed jome p�pe r�� a�,ett�o�ei anir�g: ce,eario a.ee�r�e soa zi, asrm ozzoi, s� d�emeee,
Allgasketedlolnlsshallmee[AAM D3212
All flttings zha0 be S�P26 or better BY
oucnle Iron mecnxnlozl iolnc flcnnS: wim prover nxrdwxre BY_
S�R 26 gazketetl repalr sleeves or Indiana Seal sM1earguard
Femm and zimilar flexible muplings are only accepGble in cer[ain circums[ances and sM1all no[ be used wi[houf
ptlor appmval hom TriCo
Cleanmts'. G' Mreaded PVC�ps
Betlding'. Use #8 croshetl stone or fractured hce aggregate
The tollowing materialz are acreptable for use In low-preszure sewer lateral Installation or repair.
HDPE pipe for dlreceional drilling�. DR 11 IP5,125" diamerer, PEO)10
Connections shall be made via elecnofusion or uzing polypmpylene or stainlesz zteel rompression fittings
eie�nor�.�o� n��an �owme r�na��g ree, ,aeed mo ps�, reano
12Y IPS PoII port 3/4 Nm fuslble PE ball valve, rated 200 psi
m,eaaed .�n4=nea �awe, sis scamie.�.reei, ,a�ed mo ps�
ConGct TtlCo for acceplable pump sGNon ma�tlals, equipmen4 Pumps and otlier reqWremen6
]. Porgavityandlow-pressurerysrems,[helineleaving[hebuildingshallno[uceed3'inlengthbeforeadeanout
must be atldetl antl tlie Ilne Is tansltlonetl ro 6" diameler W R 35 PVC pipe. Glued foinh are notallowed aRer3'. No
addltional glued fittings are allowed between the building and tM1e nansition/deanout Por all gravity linez, deanoutz
shall no[ be spaced more [han 100' apart be[ween Ihe building and Ihe sewer main. See TriCo's s[andard drawings
(or more inbrmation on deanout ins�allation.
8. eeddingmaeerialshallbeplacedfmmatleast6inchezbelowm121ncM1esabovethepipesurface.ThetreneFsM1all
be a minimum of 18" wlde with at least 6" of dearance on botli sltlu of fM1e plpe. Ma�tlal sball be placetl over tl�e
antl nacer wire aker ins ection Sok mstable or unsuitable marerial found below and near the lateral
plpe p
InGuding any �II or foundatlon backFlll ma�rlal, mus[ be removetl and replacetl wltti #8 srone. TM1e wntacror Is
solely responsible for establlshing sbble pipe bedding mndltlons
9. p10�AWGsolldmppertracerwiresM1allbelaldonmpofandmntM1eencirelengtM1ofthelaceral.Allsplicingoftracer
wlre shall use 3M spllce klt model D9R/V£, King InnovaEon Drycvnn DIreR Bury Lug Aqua catalogll90]]0, or TriCo
appmved equal.
10. la[eals shall be ins[alled at least2�' from water wells unless PVC pressure gatle pipe k used. AnV P�oposed
inz[alla(ion requlring pressure pipe shall be reviewed by TriCo prior m ins[alla[ion. Where a Iransi[ion is made
be[ween SDR 35 pipe antl prusure grade SDR21 pipe, a tlucfile iron gasketetl muM1aNcal couplings mus[ be usetl.
si. w�ea� i� ma� s� aeeP �naii ne a�i���za^ �m me a,ove,w ime. �mai� mo,e ma� s� aeen �nan � ac iea��3e°
from [he pmperry Iine. WM1ere fM1e la[eral m�s in cbse pmxlmity ro fFe property Ilne fhe property corners must be
ura[ely s�aked by a pmfessional land zurveyor prior m Inzpec[ion.
12 la[erzls mnning parallel ro a builtling or shucW re shall be at leart35' hom tlie hce ofa cawl space or slab on grade
kundatlon and W" fmm [he hce of a baument kundatlon wal6 Spatlng requiremen[s also apply wl[h rezpeR m
Ihe anGllary structure's foundatlon depth. AncillarV shucNres (e.g. wlndow wells) and otlier utllltlu sM1all not be
placed over or near the lateal, TnCo may adjust requirements where fumre aaess ro the laceral may be obstmc[ed
ev �me. �ernes. rne �o�e,a�m, sno�m �au m a�.��ss r�,me. �r ne/.ne eere�e. m�� �o�m ne a� ��.s�e.
13, qII infrastrvRure conneRed to TriCo's sewer rystem may be tested, InspeRed, or televised at TriCo's dscretion, and
muz[ remain acreszible and pmpedy main�ained.
14 GII 811 or 1-800382-5544 before you tlig. For more Informaflon go ro www.Intllana811.org.
If Vou M1ave anV quufions or If Vou wan[ro requesf an ucepLon ro sGntlar& antl spulficatlons, please mntac[TtlCo
dudng normal buslness hours at 3ll-8449200 prior ro mmpletlng [he vrork and scheduling an InspeRlon. Go to
www.nim.em m view scandard drawings and specifications.
Revlsed 3/19/2019
REVISION RECORD
DATE DESCRIPTION DES BY APP BY
as/ia/is REV. PER CARMEL & TRICO TAC REVIEW COMMENTS KPB BSC
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PROJECT NUMBER
VIOC.001
C7.1
SHEET 11 OF 1 6
300
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