HomeMy WebLinkAboutC301 SEWER AND UTILTY DETAILS1 �o�
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NOTE:
6" MINIMUM MEASUREMENT MUST BE FROM
LOWEST JOINT SEAM WHEiHER ON THE
INSI�E OR OUTSIDE OF THE STRl1CTURE.
6" MINIMUM
FROM JOINT
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EDGE OF
OUTO
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NEW CORE DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
NEW CORE DETAIL
NOTE: CIXJCREIE APRON AN� CASPNG SHALL BE
ixsrnueo sa mnr �xer oo rvor
CpJiACi IHE LAiERAL OR LFIERAL CPP.
NEENAH R-19)6 OR EASi JORDAN 15]8
mm sEw�R oN casnHc
. 6" PVC CAP� i
3C K 3fi" � 10' CONCREff
APPON N11H FlBERMESH
kEINFORCEMENi
f CIEARANCE FROM i0P OF
BOiiOM Of CASPNG
YARE
6" PVC PIPE
(6° % 6° % 6') lEE-WYE
/9 SiONE BELOW CONCREIE� ���M���yT'��k�Y�7��'�'^�� fi" SE'M1fR UIERRL
a'R°"'°"RE�"' CLEANOUT TYPE 2
SEiRING. E%IEND i0
IlN�I5NR9EU EAR1H. (HAROSCAPE SURFPCES PNO ALL OiHER INSiALLAlI0N5
BEYOxD MREE FEH OF BUILDING)
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�� I CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider TYPE 2 CLEANOUT DETAIL
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
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`i PJ\D A C( winna�s��ia �
a oe�-��s�`RF��, MORE THAN 20' DEEP LESS THAN 20' �EEP
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SERVICE LATERAL DETAIL
�� CLAY TOWNSHIP REGIONAL WASTE DLSTRICT
SERVICE LATERAL DETAIL
Schneider NORMAL AND DEEP CONNECTION
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NOTE:CFSDNG 51!ALL BEINSiALLED 5� TNt
mEr oo xor cax*nci mE �nrzaa� aR
UhAAI CAP.
20" VESiAL CASPNG N1M 12' LI�,
IEiIEREO 'SEWER 0.FANOUY YA1H�
PENtAGONN BOLi/YOCI(
20"1 fARiCO HpPE MEhR
�2tBS�Fi, MIN- S CEEP OR E4
INRYJP I k MARIM�N 0"
£AAW.i iFOM i0P OF
iP i0 POR:M Oi GSONC
iPAL£! MAE
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C[EA7ANC[ FROM NP W PIPE
i0P OF p9 SiONE
E IdIMMUM (MJ
�OR!5 aVC PIPE
% 6"% fi"� 1EE-W1E
6" fROM UP 0- PIFE i0 BOROM�
OF NF`ER Pli. C0.YiRACiIXtSHALL � � , ` 6'SENEA URR0.
NOi ALLOW NEIER Pli IO CINIiACi
�ahR^�/�EE �"E �oN�A`-�` �^' CLEANOUT TYPE 3
(canss oa urvoscAv� suvva:�s
BEYOND 1NFEF fFFi 0� 901NING)
No
19300219
.. STAIE OG �,
�� I TRICO REGIONAL SEWER UTILITY
Schneider NPE 3 CLEANOUT DEfAIL
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&[OING iApE BEIOW � .- --�,��% �g �,�g�E� SiONE SHO\F1 41�,
� � 3---�Y NNI� iPMGm 1N0 WAI.'M IX.
�2 SiONE AS FEWIREO BY � � � � ���j (Bp1 MXf f%C�VIIE�)
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SiA61E fAWNO PER ENqNEER Sf�VER PS
PEA WNSIPOLP[N NNS
FIRST LAYER BEDDING TABLE
aR9S e'mis' iB'kmm PIPE SRE A B
BNpHC @1M ME Uv fi iB ]-a 3-6
PIPE B.IAIRL PN� BFll MINWIIN = 6 NINIMOM = 10' IB"ANO GflEARA �+ 31' 0 1 IB'
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� 19300219 -
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SANITARY SEWER TRENCHING.
BEDDING AND BACKFILL DETAIL
�� CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SANITARY SEWER BEDDING AND
Schneider BACKFILL DETAIL
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SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. Only one �uilding may connecl�o�be sewermain perla�eralunless o��erwise approvetl byTriCo.
z. rvoro�nde000,s�mp.00w�sao��oroiners�omiwe�erdre�nssneuee��n�emonnemeamr,�co�ssem�ansewar
: aaa�e:sea m�o�gn o�� m om��a��e a�a m Pouovm��a o� o�� weosue a� www.mw.e�o.
a. mee.�:n�esewe�n�eo-ommeewm��oemmesepn�r��kmayomyee�sea��nnsio�a�ea��ae�aowiomg
atltli�iory pa�io, yortM1 or pavetl tlriveway. Hir tesl is �eyuiretl (o sM1ow I! acceptable for re-use. TM1e pmpetly owner
s�all bear �M1e ms� of all �es�ing. TM1e TtlCo Irzspec�or musl be onsl�e for �M1e tluratlon of �M1e alr test.
4. TtlGo sM1elllnspectellle�erels_T�e owneroroonheolorsM1ellnotlty TtlCo pnorro beoMlllingt�elnstalletlletarel.
Flnal mnnedion sM1all only be matle under tlirect supervision of a TriCo inspecroc An Inspedion mus� be scM1eduletl
24 hours In ativance oHM1e requiretl I�spedion_ Ilan lospetlion �ails entl a semntl Inspeclion Is needetl
or �ne convacmr �s noi on sne tor ine scned�iea ��nspecron, a ree or S�oo oo wai ne assessed ana m�si oe oam
prior lo �M1a �ime of �M1elollow up �mspeciian_
5. Sepficel�uenlsM1ellnalbepumpetloutlnlolM1eseniterysewereyslem.
Pmpertyowne M1 Ly C-edtM1atNeCounryBoartlolHealtM1requlatesiM1eoperalonantlmanlenanceof
P��a�e �ewaee v v i 1 vr 7 sy�ems. me co�my om��a�oe o�o�a� �� panmawpo� oo��eoro� �o a
pu�l c seweq a sepfc �enk sM1all be abantlonetl (pumped Gean) entl! Iletl vompletely w IM1 eetlM1en meter al or
stone In a sa�e anG sanl�ary mannec Please con�ao� [M1e apP�P�a�e Gounly BoaN o� Heall� h� furtM1a�
'm(orma[lon and to noB(y �M1e depatlment of [M1e abandonment.
6. NCCEPTHBLE PIPE MHTERIALS.
PVC PIPP. SDR 35 ar SDR 2Q ASTM �3034, SIX INCH PIPE
PVC PRESSURE RNTE� PIPE: S�R 21, HSTM 02241, 51X INCH PIPE
RESTRAMEO JO W T PVC PIPE (�IRECTIONAL �RI�L�: CERTNFLO GREENLME S�R 2�
A9TM D2241, 31X INCH GIPE (use onry per epP�ovel of tM1e Dlslria� Englneer)
GASKETE� JOINTS: ASTM 03212, FITTINGS: SOR260R BETTER
FERNCO OR SIMILAR FLEXIBLE COIIPLINGS ARE TYPICALLY NOT ALLOW EO W ITHOl1T APPROVAL
OF TRICO'S ENGMEER.
DUQILE IRON MECHANICAL COUPLING W ITH GROPER FlTTINGS, INOIANA SEAL SHEAR GUARO.
AND/OR SDR 26 GHSKETED REPqIR SLEEVES (Allowetl)
PRIVATE GRIN�ER PUMPS PCCEPTABLE MNTERIAL IF CONNECTING INTOA LOW-PRESSURE FORCE MAIN:
TriCo musl be contacletl forellowable pumps entl pump requiremen5.
1 25' HOPE �R11 IP3 (TYPJ COnn¢GIi0n5 8�210 b9 mdtl¢ wiN (POtypropylBn2 0� $IdinIE55 5[eel�
Compression Fi��ings or Elec�mfusion.
ALL PUMP CONNECTIONS�.
Pumps looaletl more Ihan 3' perpeotl cular b or mn long lutl nelly along tFe bu Id ng for mora IM1an 9 musl
M1ave a cleanoul -nslalletl. antl tM1e p pe sM1all be Irans 1 onetl to 6' S�R 35 p pe for connec[ on �nlo IM1e
pump stal on.
CLEAN O11T5 ARE TO BE LOCATE� NO MORE THNN THREE FEET FROM THE FOONONTION NN� FOR
GRHVIT' CONNECTIONS NO MOftE THAN 100 FEET NPART.
(pleese eee Clean OutOetels Typ 2 tl Typ 31 Ilpl I ul� �ell t q� menls�.
CLEAN pUT CNP REQUIREMENTS: 6" PVC TM1 ¢dtl¢tl CdpS.
] BEODING U N be 8 sM1 tl � N b 8f d tlf ag9 9� N b Bsroneback(Ilma�etlal
sbeplacetlf B' M1 b I [ 12' b b tM1appe TM1etrencM1 M1 Itlb "mumofl8'nches
�tl¢ (5 x-nGh25 00 bO�M1 5 tl¢5 Ol�M1¢ p pEJ.
C t rors tl y ID G g 5 fd T W' t� enCreleng�� ofihel t I.TM1 �' to �e placea on�op
f[M1 I �eral. Afl Ih T C' p t M1 f tl[M1e placemen� of �M1e , b dd'ng's requ red �o be placetl on �op.
8 All pl ' g oftonewlre shall be t tl ' g IM1 3M pl' kt tl I DBPoV B, K' g I C �ryoonn
� t8 ryWgHquacalalog#90224 T�C Eng pp 4 q I.
9- Lt I M1allbe�nstelletlnoGo �M1 20! �f t II I PVCp g tl ppe� tl,
Cg60R21entlASTM�2241 q' � Myp p ed' tllY requrngpressureppemustbe
reveweeanaaccepieaeyrrcoanancosenqne pror�o-ns�anaron.
�0. WM1erea�rans(on�smadebeMeenS�R35ppeantlpressuregratleS�R2lpipe.atluc�ileimngaske�etl
me�ne� �i oo�vr�es m�n ea �sea.
it Lte I uft "et in af 1 Mee"laing I Ne alon" t p3 bove emal.
GI tl p p i NOT II tl �stl �M1 1 I lbuild gf tl f all .
12. AIl t' rs � 1 d p png bj Ilo bet � d d/ � I Is d p T'C s dls reton.
Ed pl¢SO�S�Ni BS�M1Bf 3ybB-ndutl2tlBfBMBnM101B5,Gf�ln�2lGBp�OlS,GRB521nf¢IGEpl05,PumpPLS,
SamPle S�mdur¢S,e1L.
resroe rea� reme�� are �o �erry �na� an:v��wre: a�e waien em a�a �nai �ney �o�m�m m r e s m cor��v.
13- Atltl t onal �n�orma(on on Tr Co sWntlards ana spec rcat ons may ba obla netl rrom our webs le at www_Irico-eco
r oRce dur ng bus ness M1oure of ]'.30 a.m. �0 4:00 p.m. Montlay ��rougM1 Poaay.
14. CeIlBeforeVouDig-INDIANA811.GBM1oursprlorlotllgging.
TriCo RegionalSewerU[iliry
1o]01 College Ave., Sui�e A, Intlianapolis, IN 4fi28�
Phone 31�-844-9200 Fax 31]-844-9203 aemseaos�mrzom
NOTE:ALL AAB AND CRANL SPACE
CONNEC710N5 MUSi BE A MINIMUM
OF Y BELOW hlE FWiER AND E%li
1HE BUIIDINC AT 1HE FRONT OF
1HE SRtUCNRE i0 PRONOE hlE
SHORiEST, NOSi DIRECi ROUff
FROM ME BUIIDING i0 iHE
IXISiING lA7ERAL SNB. �
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4
- `4X6 RIGID
CLEANOUT TYPE 1
(ONLY tAN�SCAPm SURFACES Ni1HIN
1HREE FEEi OF BNL�INC)
Na � .
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Schneider
6' PVC CAP
r FiNA� caAOE
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� PVC %PE
FACER YARE
X 6' % 6') lEE-WtE
SEW4R lA1ERAL
TRICO REGIONAL SEWER UTILITY
TYPE 1 CLEANOUT DEfAIL
Uptla�es persavetl �mail_ TRICO SaNtary SewerSpeci�ication Uptlate
TriCo is in the process of rewnting lateral specification as we are fndin9 too many unacceptable changes
being matle in �he fieltl. If your sanitary sewer la�eral Ooes w� line up with ihe approvetl plot plans TriCo will
fail ihe inspection. TriCo asks that pbt plans get revisetl, submittetl antl re-stamped for approval prior to an
inspecfion.
The following additional requirements are effective immetliatety:
1. Laterals less than 5' tleep shall be at least 24" from ihe property line. Laterals less than 7' deep shall
be a� leas[ 36" fmm the pmperty line. Where the la�eral mns in clase pmximity to the pmperty line the
properly cornere must be s�aketl prior �o inspeclion.
2 Laterals mnning parallel to a sWCNre shall be at least 3fi' from �he face of a crawl space ar slab on
grade fountlalion antl 60" from the face of a basemen� fountla�ion wall.
3. Ancillary strucNres (e.g. window wells) and other utilities shall not be placed over or near the laleral.
The above spacing requirements appry with respec� �o the ancillary stmcWre's fountla�ion tlepth.
4. TriCo may atljus� requiremen�s where fuNre access to Ihe lateral may be obstmcted by o[her
utilities. The permit holder shoultl call to tliscuss furiher if he/she believes ihis could be an issue.
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