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SAMPLE
STRUCTURE
(24" mund or square)
See Grease Intercepror Detail
— � 3'
Manhole Freme antl
Cover
Heavy Duty: Neenah
R-1772 or East
Jortlan R4022ZiG5
4" clear from
bottom of
pipe to
concrete fillet
Betl Base Min.6"
Compactetl #8
Cmshed Aggrega�e
NOTES ����i�i�i".�...�.,,.,,<.�<..
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-Grease Trap antl Sample StmcNre Are Property Of
Owner And Will Not Be Maintainetl By The Utility
-Minimum 10 Mil BiWminous Coating Applied to
Entire Ealerior
-Sample StmIXure shall be vacuum tesletl along with
In�erceptor
srunuss sircL s
FlElD INSi,WID
Watertight Flexible Boots (A-
Lok.Press-Seal, KorvN-Seal
w/S�ainless SIeelWedge)or
Link Seals
Must Be Usetl At All
Penetrations
Concrete Filletlo be
installed with slope
towartls e(�uen� pipe
ay owns ip egiona "°e
Waste District 24" SAMPLE
Standard Detail STRUCTURE
�oa�e� seoiemcenms �scaie�. No�ros�ie �
Type "F" Model "H"
SEALTITE TEE `� Gravity Sewer Saddle (with Alignment Flange)
� ��I���y o;::nc.
��//
V
TO UNpSNIiBm EIAM (1I'
'C1E1M SPND BAC%FlLL TO INRI
rmi.w n-m2 ..... .� .... ...... ....�. NoIE:
1)INIERCEPTqt/$EPARNTqt $HALL CONfORN
vs�.om�w tmutvi �[nw wn �n TO ASiM C 118 U11l1ZINC 4.000 P51 WNCREiE
4) E%IQiIOR INSTALLdlION NUST BE CONCREIE IXt CAST IPM.
LID SIEEL INIERCEGTIXiS�YFARATORS SHALL CNLT BE INSTALL£0 IN4DE
..�...,..... � BUIIllIHG.
(4� 3 ,�VlGlqt BOL75 (71P�
qtE-lIX AUJJS➢NC PoNC
uixiuuu (i) (rnicw)
TOP VIEW
Noh:
smucNre� To e� gum ix n�E ncw x�n� n
sxac xow a ca�mcco KcxT gu- xoz aanuu
n il£tl9l£ BIIM RE9N LYWOiEIE ffAL1Ni (ROPE)
�NFORIIING TO ASiM 990
NOIL
NcptEMY CONIXiEIE Pf10DUCi5, INC
MPROpMAIE Mf1q114
BAg SECPON 93I5 Ibs
PoSEP ffCTON Jfi5016a
i0P YAB 5]W Ibs
SIRIICNRE MflGHi iOT,LL 12J15 Ib�
RELEA5E0 FOR CONSTRIICTI�N
Su6ject �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 06��9�20
NOIE:
1) SIZE 0.5 PER COpE IXt LOCAL REWIRPIp115. 1HE 49NG
NEIHOD iqi ALL SINUCNRES MUST BE MPFOYEO BT 1RIC0.
2) TIE BPFFLE IX1IENTATq1 M1LL BE CEPEN�ENT UPqI TIE
MPl1CNTON.
]) SHOP DRAMINCS MOST BE SUBNITIE� TO T21C0 FIXt RENEW
ANO MPROVAL
INLET: GASKETED BELL - SDR 35 PVC
5cse Casting is ISiM A-48 Class }0 Can Imn
i��o�o�, como�� a.ame�� m,n e.s,r - ao.00 o.o. Mo,�,�
BcSe Casting hos an ALiGNMENT PUNGE wn1eM1
p�ot�mes Thm me cappea no�e m asso e perteoe a�gomeot
i'�C Atlopter is an ASiM D3034, S�R-35 Goskefetl Bell
nn�.pie� �s emee ve�maoe�uy m c�a« wrm iwo-aan
���ma�e oen s��e
o=sa or smme ��: a�p-�oa«a ��� wa„roa:ea
liwminous Coating
_-�op ls 24 ga % 25' wl0a iype 306 Slalnless Steel
-, �np P�ns are JS" dia. Type J03 Staimess Steei
i-Bolts are .})5" - 16 Type }04 Stainless Steel
n_is o�a waanere are ryve ie-e sm�mesa steei
5 Ring Is ASTM C-361-JJ Tubular Potylsoprene
inlet reQuires o 4.5" tlia. Top in tM1e Sewer Main
F' ���iet requires a 6.5" da. 1ap i� tne Sewer Moi�
m, e. n n � �. �.ve. o � m�. .� 3�:o r.
1'-5' NIN.
]4' RCP PoSER
wfwwr
THE GENERAL ENGINEERING COMPANY
P.O. Box 609, Frederick, MD 21705-0609 F-H
(301)663-9282 • (800)345-6454 • FAX: (301) 695-5612
♦u umx�a ro e[ svnm qm mw t�l uq�w ea1 ria[s
Npj[: TOP OF CASIING SHALL IX1END
0.40 fEET NINIYOY ABOYE i1NI5Hm GRAOE.
UNLE55 APPROYED BY TtlCO, CASIING$ MUI
BE NITIIN p1E 1 FWT HqtIZONTAL p5lA
OF ANY PAYEO CONqiEIE SURFACES.
't�-0� NINIMUN
'[_0�1 I�Y-�ALMSIPoCNLRS) �.r
�. r (iYPICII)
B'
18'
uWm �[�,u
�' 10•
�- * *uauo oertx 6 1 .. t
JO' MI�IMUM TO
/�YUN
1EE
i ,� T I.
p• 4F OEiNL 3mINENT HOIDINC �
... 1 WWARi1ENT
EXTERIOR INTERCEPTOR/SEPARATOR DETAIL
NO SCAIE
NOT
-/ FRN.IE AND W�4R
/ (3E N/NXIXE CASINC
i�&F FOR DEiNIS) (1YPICAL)
.. . I. .I ,
W790E qANETER h 1' fpt PRE-GST
i DISiANCE MAY BE INCRGSID
BASED W iHE WNS111UQl15
Of iNE WAS1E WA1ER ROWS
caas.v �vco raaa To s�or
DRAMNC SUBMIiiIL
* * HEqIQDudW! �A CAff BY C�
BI95 AS APPRO`hD BY iRICO.
— I4' RCP R13R I
�WRE DMIIID OPQING 5q' MIlIIYIIN
NI7H RE9llENT CONIECTOR �
OR CASi N MCE A-LOC qt
CO AP%t01E0 EWAL
MIGLL N1 PIPE PQE7RA➢ONS)
crrtuv�r FAoSr uNE
��NO WRE MLL BE PERMITIEU WMIN 6'
ar ixmtxu at rztmxu .arrts.
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STAIN�SS S7EEL SUPPORi PRO4LEU
FOR fi P6C %PE
5� ilElD INSiAIlEU BY O1HER5 (1YP)
s¢ duxron�a
Naxauwic
ox�raNuar
BAFRE
1Y MINIMUY NDOT WASIm � SiplE YAT
Fqt IEVELNC ONU 9JPPpti
SIONF AS IEWNED BY 11dC0 Fpi
NSTRBIE�IL �IOIPp15 - OEP7H i0
SiOPIE NU PFR 11dC�.
KENT SEAL' No2 PRE111UM PRECAST CONCREIE
CflA�E BUM RUBBER gAUNi ��SnNG PoNG
w FlE}]�E BUM RESIN CONCAEIE ��� a
s�nw+r (aoae) ca+�oauixc ro : c�snr�c
�s�u csso
J I DETAIL
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. Only one huilding may mnnect ro the sewer main per lateral unless otherwise approved 6Y TriCo.
2. Foundationdrains,sumpdrains,downspoutsandotherstormwaterdrainsshallneverbeconnectedmthe
sanitary sewec Site dewatering systems shall never be discharged to the sanitary sewer.
3. Theexistingsewerlinetromthebuildingrotheseptictankmayonlybereusedifitisbcatedunderabuilding
additien, Pa[ie, po.rM1 n. naynA Ariyrway, anA rM1a lina naccnc an air {ac{ {M1ai ic nM1cnryaA hy Trifn. fnnran Trifn fn.
more information a6out air testing reqwrements. The pmperty owner is responsible for testing msts
4. TriCo shall inspec[ all new laterals or lateral repain in their entirery. Final mnnection to the sanitary sewer must be
o6served by Trico. The property owner or mntractor must notify TriCo prior to 6ackfilling. Inspections must be
scheduled at least 24 hours in advance. If an inspection fails and subsequent inspections are required, or if the
contracror is not on site for the scheduled inspection, a 5100 fee will be assessed and must be paid prior ro
scheduling the reinspec[ion.
5. Septic system wntents or effluent shall never be discharged to the sanitary sewer. Be advised that your county
health department regulates septic systems. Upom m�nection to sanitary sewer, a septic tank must rypically be
abandoned, pumped dean, and filled mmpletely wiih earthen material. Cantact your county healffi department for
more informa[ion on septic system and abandonment requirements, and ta natify [he department of any
abandonment.
6. The following materials are acceptable for use in gravity sewer lateral installation or repair:
PVC pipe:SDR 35 or SDR 26, ASTM D3034, 6" diameter
PVC pipe, pressure rated: SDR 21, ASTM D2241, 6" diameter
PVC restrained joint pipe tor directional drilling: Certaflo Greenline SDR 21, ASTM D2241, 6" diameter
All gaskeced loints shall meet ASTM D3212
All fittings shall be SDR26 or better
Ductile imn me�hanical joint fittings with pmper hardware
SDR 26 gasketed repair sleeves or Indiana Seal shear guard
Femro and similar flexible muplings are only acceptable in certain circumstances and shall not be used without
prior approval from TriCo
Cleanouts: 6" threaded PVC caps
Bedding: Use NS croshed stane or fractured fare aggrega[e
The following ma[erials are a¢eptable for use in low-pressure sewer lateral installa[ion or repair:
HDPE pipe for directional drilling: DR 11 IPS, 125" diameter, PE4710
Connections shall be made via electmfusion ar using polypmpylene or stainless steel mmpression fittings
Electrofusion high volume tapping tee, rated 200 psi, PE4710
1.25" IPS tull port 1/4 tum tusible PE ball valve, rated 200 psi
Threaded swing check valve, 316 stainless steel, rated 200 psi
Contact TriCo for acceptable pump station materials, equipmenq pumps and other requirements
Z For gravity and low-pressure systems, the line leaving the building shall not exceed 3' in length before a deanout
must be added and ffie line is transitioned to 6" diameter SDR 35 PVC pipe. Glued joints are not allowed aker 3'. No
addi:ional 31ued fittings are allmved Setween ffie builEing anE ffix hansitionfdeanouG Por all 6ravl.ry lines, deancuG
shall not be spaced more than 100' apart between the builtling and the sewer main. See TriCo's standard drawings
for more information on deanout installation.
e. Bedding material shall6e placed from at least 6 inches below to 12 inches a6ove the pipe surtare. The trench shall
be a minimum ot 18" wide with at least 6" of clearance on both sides of ihe pipe. Material shall be placed over the
pipe and tracer wire aiter inspection. Sok, unstable or unsuitable macerial found below and near the lateral,
induding any fill or foundation backfill material, must be removed and replaced with tt8 stone. The contracror is
solely responsible for establishing s[able pipe bedding conditions.
9. N10-AWG solid mpper hacer wire shall be laid on rop of and run ffie entire leng[h af the la[eral. All splicing of Lrawr
wire shall use 3M splice kit model 09R/V-6, King Innavation Dryconn DireR Bury Wg Aqua oatalog #90220, arTriCo
appmved equal.
10. �aterals shall be installetl at leas[ 20' from water wells unless PVC presmre grade pipe is used. Any pmposed
installation requiring pressure pipe shall be reviewed by TriCo prior to installation. Where a transition is made
between S�R 35 pipe and pressure grade S�R 21 pipe, a ductile iron gasketed mechanical couplings must be used.
IL Laterals less than 5' deep shall be at least 24" fmm the property lina La[erals more than 5' deep shall be at least 36"
fmm the pmperty line. Where the lateral runs in dose proximity to the pmperTy line the pmperty rorners must be
accurately staked by a professional land surveyor prior to inspection.
12. Laterals mnning parallel to a building or stmcNre shall be at least 36" fmm the face of a crawl space or slab on grade
foundation and 60" from the face of a basement foundation wall. Spacing requirements also apply with respect to
the ancillary stmcture's foundation depth. Ancillary structures (e.g. window wells) and other utilities shall not be
placed over or near the lateral. TriCo may adjust requirements where future a¢ess to the lateral may 6e obstmcted
by other utilities. The contractor should call to diswss further if he/she believes this rould be an issue.
13. All infrashucture conne<ted ro TriCo's sewer rys[em may be [es[ed, inspec[ed, or [elevised a[ TriCo's disaetion, and
must remain aaessible and properly maintained.
14. Call 831 or 1-800-382-5544 before you dig. For more information go to www.indiana811.org.
If you have any questions or if you want ro repuest an eaception to standards and specifiwtions, please mntact TriCo
during normal business hours at 317-844-9200 prior to wmpleting the work and scheduling an inspec[ion. Go to
www.trim.eco to view standard drawings and specitications.
Revised 3/19/2019
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JqN15 BEIMEBI �LLL RISFR AND ALL SEC710N5 91NL BE SF.LLID BY A
ftfIOHE BUM RESIN CGNCREIE SEAIANi(ROPE) �NFORNINC TO AS7M C 990.
COMPOSPON PND 1HICIQl65 OF NA7ERIAL SHALL � DEPENDENi CN SEASON Of
NSiP11APON R�lO 0.5 pliEClE➢ BY ENpNEIX. CCNIRACTOR 41ALL q2WT O11
INiERNP1 N,VINqE JqN15 M1N NON-SHPoNI( QtWT.
EAqI MANHOIE gC➢ON 91P11 BE SFAIEU MM M' EI(7EfMA1
RUBBEP 9FEYF Of NFl-SHOID CATqt Y.RIP AS NANUFACNRm
BY SFAl1NG S151FlIS, INC. NINE (9) INCH WpW
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ORIGINAL ISSUE:
KHA PROJECT N0.
170110000
SHEET NUMBER
C I .2
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