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No.
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CLAY TOWNSHIP REGIONAL WASTE DISTR[CT
SERVICE LATERAL DETAIL
NORMAL AND DEEP CONNECTION
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NO SCP1E
NOlES:
USE Fqt ORIYES NI7H ALL WRB i1PE5 E%CEPi RIXL Wf�
CONCREIE OPoVE AND/OR 90EWALK ACRO55 DRI�E SHALL BE IIININUM OF B' CONCREiE, 6' C9MPAC7ED ACGREGAIE, N0. 53 AND I€INFOflCED
O � AS NEEOED BASm ON 7RAFFIC E%PEC1E0 TO ACCESS 91E.
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� D � ANY E%ISPNG WRB, SHALL BE SA1M1CUi AT 7HE NEARESi JOINT TO 7HE FEMOVAL 11MI7S PNO 7NE E%ISIING d1RB RE1101£�.
N � ➢ PRONDE JO' RAOIUS REGPf20lES5 Of 40EWALK/PA1H LOCAPON
N� � PA1H/90EWNH RHO TREE LAKN dMEN90NS VARY PER CMNEL CLAY CdAPREHEN4YE PLPN (CS PLAN)
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BRICK OR BLOCK
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
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onrE: 12/31/19
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STANDARD ORAWING N0. E 720- INS�-Ol
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NOTES:
1. FOR USE ONLV M LANOSCAPE�
SURFACES WITHIN THREE FEET OF BUILDING. .- � Q 3'-0" MA%.
' i$
2. ALL SLAB ANO CRAWL SPACE �
CONNECTIONS MUST BE A MINIMUM OF 3"
BELOW THE FOOTERANO EXITTHE BUILDING
AT THE FRONT OF THE STRUCTURE TO \\/j\�/��\� \� \
PROVIDE THE SHORTEST, MOST DIRECT •.� /�'U,��U\\��\ �\��
ROUTE FROM THE BUIL�ING TO THE EXISTING _ -�
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4'BEWER
OFFICE OF THE HAMILTON COUNTY SURVEYOR
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VEIGWi 110• vP5 i015 ll]
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HAMILTON COUNTY SURVEYOR'S OFFICE
ANHOLE SLOTTED GRATE AND FRAME CASTING rsev�seo aizsizoos
PPROVED� � 25�-m STANDARD PLAN
KEN10N C.WARO.HAMILTON COUNTT SURVEYOR �ATE CT-2
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I. BE➢OINC ANO HMIN611NG fUi FLL RfP INSiALLA➢ONS 41ALL BE /B SttINE NEEIINC TIE YAIERIRL REWII�MQl15 Of iHE
INOOT. 9EOpNG 91�LLL BE PLACm IN iHE iRENpi BOTttN1 SUQI iHAT MER 11E PIPE IS INSTALLED TO QtADE ANO
11NE, 7HERE RENAINS A 4' MINIMUN DEP1H Oi YAIEfdAL 6ELOW TiE PIPE BMAEL AND A MININUM OF 3' BELOW 1HE BEIL
Fqt PIPE SRE$ 68' AAO URGFA, iHE NINIMUN pFPiH Of MAIERIAL BFLOW iHE PIPE BMFL 5HP11 � 6�. BEOOING SIALL
BE PUCE� i0 9E UNIFORM lS P05461L BUT 5HP11 BE LOOSELY RACED IINCONPACIEO NAIERIAL UNOEA 1HE NI�DIE
THIR7 Of 1NE %PE PRIOR R1 PLACFMENT OG 1HE PIPE If 1HE UN�ERLYING SqLS CF TiE 1RENCH BOTr(W ARE SOGf dt
VIELDING, 7HE SqL SMALL BE UNDERWT TO SUqI A OEP1H 7HAT NHEN REPNfE� W7N /2 STONE IT MLL PRWUCE A
UNIFORY ANO STABLE FWNDAPON ALONG iHE ENORE lfNGhl OF hlE PIPE. IVNNCHING ANO INIiAIL BAq(FlLL SHALL BE
CONPAC7EU IN 8' MU9YUY IlFlS TO NOT 1E55 7HAN 90S STANDARD PROCTOR OENSIiY FIXt hlE ENPRE DEP7H OF 1HE
N�7EAIA1 RACm. 7HE BAfJ(FlLL SHALL � BRWpIT UP EOENLV ON BOhI 90E5 OF 7HE PIPE FQi hlE NLL lENG7H OF
7HE PIPE. HAUNqiIN6 SHALL E%7END TO 7HE SPRNGLME OF 7HE WPE MINIMUM iNENCH NIOhI 41ALL BE 7HE W7510E
oia�nm ov �xc aic� vws ie'.
z. FlNAL BACKFILL FOR ALL RCP INSTALLAPONS NHEIE'L' IS 5' OR IESS SHP11 BE B-BORROW FOR S7PUCNRE BACNFlLL
MEEIING hlE MATERIPL REWIRENEN7S OF hIE INWT INO SHALL BE CpAPACiEO IN 6' NAXIMUM 11FR tt1 NDT 1E55
7HAN 95i STANDARU PROCTIXt OFN9iY FOR 7HE ENPRE OEPiH OF hlE MA7EPoAL PUCEO. 7HE BAq(FlLL Fqt 7HE
TCP 6' OF hlE E%CAVA7ICN BELOW 7HE 11NIT OF SUBCAADE 91N1 BE /53 STqIE 4EE71NG hlE MA7EPo11
REWIREMEN7S OF TNE INOOT IN� 311ll BE CpAPAC7ED TO NOT 1E55 1HAN 95,5 STr1NDM0 PROCTqi
DEN97Y. FlNAL BACXFlLL FOR ALL RCP INSiPllA1pN5 NHERE 'L' IS CfEAIEA 7HAN 5' SHALL 9E CAEAN FlLL
MAiEAIAL FREE OF qOtl(5 LAR(*R TiPN fi' IN pAYAiER, Fl20ZEN WMPS OF SpL, MY100 qt OiHER IXIRANEWS
MA7ERIAL, CqAPAC7FD IN 12' NA%IMUM 11F15 i0 NOT lESS hIAN 90E SiANOAAD PROCTqt OENSItt Fpi 7HE Ql71RE
DEP7H OG 1HE E%CAVATON. CMIRACTOR SNALL PRONDE A 3rE PMiY 1E511NG AGENCY i0 PRONDE CqAPACTION 1E571NG
AS NECESSARY.
1 FW MSiALLAIIIXV OF ST[IRM NAINS WFTFRMAINS, SANITAFY MNNS. WA1ER SEFNCE IAiERA15, AN� SUiITPRT
SERNCE LAffRNS WOER CIIY S1REE15. REGMOlE55 OG RIE JURISDIC110N OG 1HE U71lliY, 7HE NINIMUM
COYFA Fl2W hlE T� OF hlE INSTPLFD PAVENENi CR FlNAL GROUND EIEVAPON TO 7HE TOP 6 hlE INST,WED PIPE
SHALL BE NO 1E55 MAN 25 FEET Cf COVER ALONG ANY PMi OF hlE PIPE. 6 7HE STANDMO PRAC7ICE Of 7HE
UiILIIY iHAT HAS JUPoSDIC710N O�SR hlE INSTNU710N HAS A MOIiE S7PoNGEM CObEfl REWIIiEMENT,
7HE IAORE S7RINf,ENi REWIRFAIFNT SHALL CA4EflN.
4.IF f10571NG SllBqtAOE HAS BEFN 11ME STABILRED, BA(761LL N1T1 B-BORROW 10 BOTiOM OF Ek1511NG SUBdtIDE
AND FlLL TO THE 1141T OF Eq571NG SIIBqiPDE YAhI CONPAC7FD AG(REGAIE NO 53.
s, n+� scwo�eos s�ui �ar�r rox sTore� sev�cas ir+sru�o rnnN aisnNe u+o anaaosm att e/v� �ro voe
$IORY $ENERS THA1 91ALL BE NAINTAINm BY iNE q1Y, REGPRDLESS Of STqN SENEA JUFISqC110N.
6. ALL STORN PIPE N17NM EqS➢N6 Ofl PROPOSEO d7Y R/YI SHALL BE R�NGORCm CdNdiElE PIPE FEGARIXE55 dF
JUFISqC➢ON OOER SiORM %PES.
CITY OF CARMEL STANDARDS STANDARD
uRn'r'viiJv
TRENCH DETAIL FOR CITY STORM SEWERS 10-31
PLAN
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BANK OF AMERICA
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SERIAL NUM./MANH. ID:
DESIGNATION:
NRSP VERSION: 2.0
BULLETIN: 07-2018
Gensler
11EMadiwn Te1 312 456 0123
Suite300 Fax 31245fi.0124
Chicago, IL 60602
United States
Jones Lang LaSalle
T: 612.271.8218
Attn: Patrick Hassett
IMEG Corp.
MEP, Civil & Structural Engineers
4850 Grand Avenue
Gumee, IL 60031
T: 312.931.3709
Attn: Arun Garg
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HAMILTON COUNTY SURVEYOR'S OFFICE
FRAME W/ 4 SIDED SEAT REVISE� 9i25/2008
STANDARD PLAN
PPROVED� ��" zsSepe�.
KENTON C. MARD, HNMILTON COUNTY SURVEYOR OATE C T- 4
OFFICE OF THE HAM[LTON COUNTY SURVEYOR
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NEENAH 3010 �"E'A�"
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HAMILTON COUNTY SURVEYOR'S OFFICE
1�/ „ R DIUS PEN CURB BOX REVISED B/26/2008
� � �" STANDARD PLAD
APPROVED' - � ZSSc�Poa
KENTON C.NAPD,NAYILTON COUNTY SUPVEYOR DATE CT-�
�"�. Date Description
042fi-2019 Issue for C�
05�16�2019 Issue(or �esign Release
08�02�19 Issue For Permit
SeallSignature
Project Name:
Carmel
Project Number:
21.0352.000
�25CI1�100:
DETAIL SHEET
Scale: NIA
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IMEG PROJECT NO.: 18002541.00
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