HomeMy WebLinkAbout[1] 2017.02968.CE.C610.SD-C610�Au��
777 Congressional Blvtl. , Suite 300
Carmel, Indiana 46032
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19300219
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Schneider
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OU7ER
NOTE:
IF SEPARAlION IS LE55
1HAN 19`, 1HEN A��I110NAL
REINFORCEMENT (REBAR OR
MESH AREAJ SHALL BE
NCREASE� AS �EEME�
NECESSARY BY ENGNEEF
NOTE:
IF MANHOLE HAS ONLY ONE MFWENT PIPE NHICH IS APPRO%IMAiELY
90 DEGREES TO EFFLUENT PIPE, hIEN CON7RACTOR SHALL MNNTAIN
A CHANNEL YAhI A RAOIUS HANNG 1HE SANE YA�1N AS hlE
INFLUENi PIPE.
BENCHWALL DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
BENCHWALL DETAIL
Pipe opening
allows up [o
12" diametec pipe
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12"0
Top scetion
tungue allows
up m 12" vanablity
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IntraFlow - Inside Drop System
Standard Detai[s
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: 08�24�20
NOTE:
i0 BE UYO NHfN p£PP OISiAN(£ (iRql E%IfAIOP PIPE
�IAMEIER N EXIFPICR PIPE pP11E1EP) ff1NF£N SANIiMY
YNER %PING (MNNS lA1EflP15, iq2CE MAINS. EiG) PNU
Ill 011ER %PES IS 18' qi IER, Ppl fNqNE�V'S pNEC11CN,
pi MNfAE NOh� M ME CONSiPIICPON PIANS. R MINIMIM
q£AR pSiAN(£ Of J' MUSi BE PPONOm i0 MNNLAIN
SIPIICNPPI INIEIAItt Cf 1HE CONCREIE
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No.
19300219
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CONCRETE CRADLE DETAIL
CLAY TOWNSH[P REGIONAL WASTE DISTR[CT
CONCRETE CRADLE DETAIL
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= P�" R``o�f : MORE THAN 20' DEEP LESS hiAN 20' DEEP
' No. � xore�m�ro res�� `"°'
�q 19300219 �` ��rs��,��r�
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SERVICE LATERAL DETAIL
�� CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SERVICE LATERAL DETAIL
Schneider
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NORMAL AND DEEP CONNECTION
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FlRST LAYER BEDDING TABLE pIPE SIZE A B
iEI1Fre unAn� n�[ ss Y ro iG ie' s mw
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%� �� �� YHIUY = 6' MHIMIIY =10' 10� AN� PURA 0! 31' p� IB�
'JMd5NAR0 EARM. (HPRDiCAPC SI;AFACES AM19 ALt OIHER INSiqlLA'iW5
BEPoN� iHPFE FEEi 01' BUILOINC)
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' 19300219 �
_.. STAIE OF ,
�� I TRICO REGIONAL SEWER UTILITY
Schneider n'PE 2 CLEANOUT DEfAIL
GSIING SHALL BE EIIHEfl SELFSEALING OR WAiERiIGNi.
(SEE PLAN k PftOiM1E SHEEiS fOR CASiING ttPE} LIDS
sHn�� ec srn�nvEo 'snuiraRr scwEa^ nHo Hnvc c�osEo
PICKNOLES. FRAME SHRLL BE SET ON �OIIBLE ROW OF 1�2
KENi SEAL OR SINGLE ROW 0� I' KENT SEAL (SEE
MnNHoic cnsnNc scHcouic.
FLE%RIB INifRNAL CHIMNET
SEAL OR APGROVE� EOVAL SLWE AWAY
FlNISH GRPOE \/ \/BACK PLASIER
G MINIMUM FLFi $URFACE
eum RuaecA vn�ry
PUSiIL WAAP COVEfl
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SPRAKO
BINMIN005
COAPNG OVER
crvnRc cx�ioR
SIIRFACE
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-PREGST CONCREiE AOJUSiING RING
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-unHna�e shcs ccre saEcs
w�aia+ dwr+�s �uo urr Ho�cs
-sHnu ae sen�o mrH narv-sNr+irvk
GflOUT PEfl SPECS.
YT BARREL .qIN3 PoW RUBBER iYPE GPSKEi
- coun� ro nsm� c-aaa nHo ory ooue�e eow ov
$' KENT SERL OR SINCLE ROW OF Y KENi SEFL
-MPNXOLE REWE PER PS1M SPECS
-pIPE �IA. PER PLAN k PROFlLE
-BENCXWALL SXALL BE C1A55'B' CONC.
-BENCHWALL HEIGHT SHALL BE BOR OF PIPE �IA.
MANHOLE TO PIPE CONNECiION BOOiS�
iHcwoirvc �a�en�s, sHna ae aeEss-sca�,
KOR-N-SEPL WM STAWLE55 SIEEL WE�GE,
A-LOK CASiIN PLACE OF PPPftOK� EOLIAL.
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_ No. ' SANITARY MANHOLE DETAIL
' 19300219 ��
�$sTnrE or �„
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`M*�m,i�NA� E*„a���
�� CLAY TOi9NSHIP REGIONAL WASTE DISTRICT
MANHOLE DETAIL
Uek @/OB/OB Pile T:\8618]BB\OJI
E� � ;F�"� SANITARY SEWER TRENCHING.
GISTf
"° � BEDDING AND BACKFILL DETAIL
19J00219 ;��
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�� CLAY TOWNSHIP REG[ONAL WASTE DISTRICT
SANITARY SEWER BEDDING AND
Schneider BACKFILL DETAIL
n.� �x/�e/ae eue T1aK�esea\oo
SUMMARV OF LATERAL WSTALLATION REQUIREMENTS
1. Only one building may wnnec[ to ffie sewer main per lateral unless offierwise approved by TriCo.
L Poundationdrains,sumpdrains,downspoutsandathersmrmwaterdrainsshallneverbemnnectedmffie
sanitary sewer. Site dewatering rystems shall never be discharged to the sanitary sewer.
3. Theexistingsewerlinefromthebuiltlingtotheseptictankmayonlybereusedifitislocatedunderabuilding
addition, patio, porch or paved driveway, and the line passes an air test that is observed by TriCo. Contact TriCo for
more information about air testing requirements. The property owner is responsible for testing costs.
4. TriCoshallinspectallnewlateralsorlareralrepairsintheirentirety.Finalwnnectionrothesanitarysewermustbe
observed by Triw. The property owner or contracror must notify TriCo prior to backfilling. Inspections must be
scheduled at least 24 hours in advance. If an inspection fails and subsequent inspections are required, or if the
mnhacmr is not on site for ffie scheduled inspection, a 5100 fee will be assessed and must be paid priorm
scheduling ffie reinspec[ion.
5. Septic rystem mntents or effluent shall never be discharged to the sanitary sewer. Be advised that your oounty
health tlepartment regulates septic systems. Upom m�nection to sanitary sewer, a septic tank must tYPically be
abandoned, Pumped clean, and filled completely with earthen material. Contact your rountY health department for
more information on septic system and abandonment requirements, and to notify the department ot any
abandonment.
6. Thefollowin maierialsareacce iableforusein ravit sewerlaceralinstallationorre air:
6 P B Y P
PVC pipe: SDR 35 ar SDR 26, ASTM D3034, 6" diameter
PVC pipe, pressure rated: SOR 21, ASTM D2241, 6" diameter
PVC restrained joint pipe for directional drilling: CertaFlo Greenline SDR 21, ASTM �2241, 6" diameter
All gasketed joints shall meet ASTM D3Il2
All fittings shall be SDR26 or better
Ductile iron mechanical joint fittings with proper hardware
SDR 26 gasketed repair sleeves or Indiana Seal shear guard
Femro and similar flexible rouplings are only acreptable in certain circumstanres and shall not be used wiffiaut
prior appmval fmm TriCo
Cleanouts: 6" threaded PVC caps
Bedtling: Use kS croshed stone or fractured face aggregate
The following materials are acceptable for use in lowpressure sewer lateral installation or repaic
HDPE pipe for directional drilling: DR 11 IPS, 1.25" diameteq PE4710
Connections shall be made via electrofusion or using polypropylene or stainless steel mmpression fittings
Electrotusion high volume tapping tee, rated 200 psi, PE4�10
L2Y' IPS full port 1/4 tum fusible PE ball valve, rated 200 psi
Threaded swing check valve, 316 stainless steel, rated 200 psi
Contact TriCo for acceptable pump station materials, equipment, pumps and other requirements
7. Forgravityandlow-preswrerystems,thelineleavingthebuildingshallnotexceed3'inlengthbeforeadeanout
must be added and the line is transitionetl to 6" diameter SDR 35 PVC pipe. Glued joints are not allowed after 3'. No
additional glued fittings are allowed between the building and the transition/deanout For all gravitY lines, deanouts
shall not be spaced more than 100' apart between the building and the sewer main.5ee TriCo's standard drawings
for more information on deanout installation.
8. Bedding material shall be placed from at least 6 inches below to 12 inches above ffie pipe surtace. The trench shall
be a minimum of 18" wide with at least 6" of dearance on boffi sides of the i e. Material shall be laced over the
PP P
pipe and trawr wire aRer inspeotion. Sok, unstable or unsuitable material found below and near ffie lateral,
induding any fill or foundation backfill material, must be removetl and replaced with NS stone. The mntractor is
solely responsible for establlshing stable pipe 6edding mnditions.
9. M10-AWGsolidcoppertracerwireshallbelaidontopofandruntheentirelengthofthelateral.Allsplicingottracer
wire shall use 3M splice kit model DBR/Y-6, King Innovation Drymnn Direct Bury Lug Aqua catalog #90220, or TriCo
approved equal.
10. Laterals shall be installed at least 20' from warer wells unless PVC pressure grade pipe is used. Any proposed
installation requiring pressure pipe shall be reviewed byTriCo priorto installation. Where a transition is made
between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gaskeced mechanical wuplings must be used.
11. Laterals less than 5' deep shall be at least 24" fmm the pmperty line. Laterals more than 5' deep shall be at least 36"
from the property line. Where the lateral runs in dose proximiry to the property line the property mmers must be
accurately staked 6y a professional land surveyor prior to inspection.
12. Laterals running parallel to a building or structure shall be at least 36" from the face ot a crawl space or slab on grade
foundation and 60" trom the tace ot a basement foundation wall. Spacing requirements also apply with respect to
the ancillary struc[ure's foundation depth. Ancillary struc[ures (e.g. window wells) and other utilities shall not be
placed over or near the lateral. TriCo may adjust requirements where future access ro the laceral may be obstmcted
by other utilities. The conhactor should call to diswss further if he/she believes ffiis muld be an issue.
13. All infrastructure connected m TriCo's sewer system may be tested, inspecYed, or televised at TriCo's discretion, and
must remain accessible and propedy main[ained.
14. Call 811 or 1-800382-5544 before you tllg. For more information go to www.indiana811.org.
If you have any questions or if you want to request an exception ro standards and specitications, please mntact TriCo
during normal business hours at 317-844-9200 prior to mmpleting the work and scheduling an inspection. Go to
www.trim.em to view standard drawings and specifications.
Revised 3/19/2019
�■
QnniEairary
■ STRUCTUREPOINT
�NG
]• SM1atlelantl S�d�ion I I^tliandpolis, Intliana 66356
TEL 3b.501.55B0I FAX ]b.5d3.02i0
w.vwsVuc[ur¢Poin�.com
CARMEL MEDICAL
ARTS PAVILION
12774 N. MERIDIAN ST.
CARMEL, INDIANA
"- No. �`
����a�62
STAIE OF
FIED BY
ISSUANCE INDEX
DATE:
08/09I2019
PROJECT PHASE:
PERMITTING
Project Number 2017.02968
TRICO REGIONAL
WASTE DETAILS
C610
P[me #
IntraFl-I
Rev. Da�e:
L20-I6 SEG