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MANHOLE CAS7ING SCHEDULE
MANUFACTURER SELF SEALING WAIERTCHT
NEENAH R-1JJ2
CASTING SHALL BE EIIHER SELF-SEALMG OR WAiERTGHT,
(SEE PLAN & PRORLE SHEETS FOR CASTMG TYPE). LIDS
SHPLL BE STAIAPED 'SANIiARV SEWER" ANO HAVE CLOSEO
PICNHOLES FRAME SHALL BE SET ON OOUBLE ROW OF 1/2
KENT SEAL, OR SINGLE ROW OF 1� KENT SEAL (SEE
MANHOLE CASTNG SCHEDULE.
FLE%RIB MiERNAL CHIMNEY
SEAL OR APPROVED EOVAL /SLOPE AWAY\
FINISH GRADE BACK PLNSIER
PRECAST CONCRETE ADJUSTNG RING
24"
� i q_ DWBLE ROW OF KENT SEAL
MANHOLE STEPS PER SPECS
4" MINIMUM RAT SURFACE INTERIOR JOIN15 AND LIFT HOLES
SHALL BE SEALED WITH NON-SHRINK
BUTri RUBBER WITH GROUT PER SPECS,
PLASTIC NRAP WVER I� ..
�
P��D A C�,�
���15ifRf
O
No.
19300219
STATE OF
•„ i'yDIANP.c
q'-o'
SET BNRREL JqNTS INTH RUBBER TYPE GASNET
-EWAL TO ASiM C-443 AND ON DOUBLE ROW OF
$' KENT SEAL OR SINGLE ROW OF 1" KENT SEAL
-MANHOLE REMF. PER ASTM SPECS
-PIPE DIA. PER PLAN & PROFILE
-BENCHWALL SHALL BE CLA55 'B" CONC.
-BENCHWALL HEIGHT SHALL BE BOR OF PIPE DIA.
MANHOLE TO PiPE CONNECiION BOOTS,
MCWOING LATERALS, SHALL BE PftE55-SEAL,
HOR-N-SEAL VAiH STAINLE55 SiEEL WEDCE,
A-LOK CASTIN PLACE OR APPROYED EpUAL.
-6" MiN. COMPACTED �y8 STONE
SANITARY MANHOLE DETAIL
�� CLAY TO'NNSHIP REGIONAL WASTE D[STRICT
���e� MANHOLE DETAIL
12/OBI08 File T:\BA'�8988\001
IPFNCH BON OR O1HFA 1091A
�CIEPiABI£ 1HFNO1 SAFEIY SrilEk
1/2 � t IT FOP PVC PIPE
i/s o t s' raa oi
i/s o
SEE fIPSi IAIEP
azoowc rn� max
Ri i0P OG E%CAV,IPON
IiIiIFYil1�1
MNN
NOIE WA1EA NAINS SHALL BE �\ �
i�C1EU ON ON UNUISNABm �� � \��� 1
\ \\ �.
/
SANITARYSERfR\/./•� •�\�;
10' MINIMUN--+-10' MINIMUN
�AIEfl NAIN� �
1JqNi SANIiPAY gNIIt A• �Ni�—
ROW — `
IF'A' IS IF'B' IS 1HEN SANITMY SENER FPE SECAIENi SHALL BE
IB' qi NORE 10� qt YORE NO IDEOA PIPE MRIERUL OR GPROE REWIREMENiS
IfSS MAN 19" LE55 1H,111 10• PVC (p1NFF ASlll � P2/1 (A1F 21) OR ,1N4/RYIXA C900 (IXi 18)
OR PN9/RNWR C905 (DA 21) OA DIICTLE IRON (IXA55 51 NINIMUN)
NOlE:SEPAAI,PON qSiANf£5 fAOM WR1ER SUPPOES PNU RPE CLRSSIFlCAPONS SHALL WNFORN i0
IN�IPNI, Sil,lE BOARD Of HFALiH'S 'ON-SIIE WA1EA SUPPLY ANU WASIEWAIER DISPOSAL FOR
PIBIIC AND CWHEROAL ESiABl15HMENfi - NJIIfTN SE. Il'
WELL/WATER SUPPLY & SEWER CROSSING DETAIL
,1\\\\\OIIIIIIAIIIIIIII/I///4/
J�� n CC
��G15iEqF�i
No. `_-
19300219 � _
STATE OF t� c
��
•_ MOIANP.��c
��
Schneider
CLAY TO'NNSHIP REGIONAL WASTE DISTRICT
WATER LINE CROSSING DETAIL
NOTE:NLL SLAB AN� CRAWL SPACE
CONNECTIONS MUST BE A MINIMUM
OF 3" BELOW 7HE FOOIER AND EXIT
7HE BUILOING AT THE FRIXJT OF
7HE SiRUCNRE TO PRON�E 7HE
SHORTEST, MOST DIRECT ROUIE
FROM hiE 9WLDINC TO iHE 3' MA%IMUM
ERISiING LAIERAL SNB.
iEMPORARY FOUNDA➢ON
GLUED CAP � (FOOIER)
�' � 3' MINIMUM
3"
_�4EAN� BAG(f1LL NAlEA111 iflEE Cf RO:KS
EiC. IPRGFR MPN 6 OR OMER EXIRPNEWS
MA1fHL (COIIP.1Ci i0 PPFVENi Sfi11fAIENn.
ix ,wus w�TMih s' a aaan su�u�, ancxnu
PEP PEQUIPEMfN15 Of INDIANA OfPMiMENi af
MIN�PiAlION ANU COMPACi FlLL N 95S
MCqflm PRCCiOq pEN9tt.
Ni,MBER B GfUS4EU STONE OA NUEEA 8 FNACNIRO iMf
AOiSCAIE
fILL MARRIPl IS i0 �%AfID iRtll fi INq16 RLOW i0
It Nq16 .1B]VE ME PIPE
ME IRExCH SNq1N BE A 41N4W Of 18 INQiES WOE
SH044 910E➢, N.VO iNIPFD M!� WPllfm N.
� aus��n smxE s�o�� sicm,
xr�o raavm �xo ww�m w.
(BELL xpE EKGVAIEDj
PER WIISINUCPON ftANS
FIRST LAYER BEDDING TABLE pIPE SIZE A B
rwe s� e' ro is' ie' e owi
UP iOIB 3-0 2-fi
BEODINC 9F1DW 1HE yINIMOM = 6' MINIMUY = 10� 1B' ANO CMAIFA 0 a R�' U a IB'
RPE BNMFl AHD 9ELL
rv�D A ��a
���ISTfqFO
No.
19300219
SiAIE OF
SANITARY SEWER TRENCHING,
BEDDING AND BACKFILL DETAIL
�� I CLAY TOWNSHIP REGIONAL WASTE DISTR[CT
SANITARY SEWER BEDDING AND
S.-h.,o�ao. BACKFILL DETAIL
RELEASEU FOR CONSTRl1CTI0N
Pile T:\BIC�8388\001
Su6jec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
`�jsv�� �\'��v�N�nl.��
�
onrE: 11 /19/19
4'
AN� BACKFlLL
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�G�SifR
Q e0
Na.
19300219
STAIE OF
� �NDIPNP S
��
Schneider
FLOW
J �4%6 RIGID
CLEANOUT TYPE 1
(ONLY LANDSCAPED SURFACES WiHIN
iHREE FEET OF BUIL�ING)
NOTE:
6" MINIMUM MEASUREMENT MUST BE FROM
LOWEST JOINT SEAM WHETHER ON THE
INSIDE OR OUTSIDE OF THE STRUCTURE.
NEW CORE DETAIL
No.
19300219
STAiE OF
�NOIANP
6" MINIMUM
FROM JOINT
NEW CORE O �
\�
18" MINIMUM FROM OUTER
EDGE OF RESILIENT
�� I CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider NEW CORE DETAIL
Dele 12/OB/08 Rile T:\6A�fi986\001
NOTE; CqYptE7E APAON ANU CFSPNG SHALL BE
INSiN1ED 50 RIAT 1HEY 00 WW
6" PVC CAP WNiACi iHE tA1ERAL oi tAIERk CnP.
NEEVAH R-1W6 OR EAS?,roR�AN '�,5i01
r FINAL GRADE usM sc�rca w� cnsnNc I
,R_ I I . 6' FVC CAF,, y i
6" PVC PIPE
RACER VARE
X 6" % 6°) lEE-WYE
ns'
R�4FOFCENENI.
�NUANJN 1" CLGHANCE FAOM i0? OF
CRP i0 BJiNM OF CASPNC
�1RafEN l4fE
i FINAL GR4LE
t° PVC FPE
s°xs"xe��-wn
���;�� ! f,v�s);;:i:a%:h`iT.`%:zii��„`Yh��,�,', s^ SENEe uiFenl
H9 SiONE BELO'b'C06CRE1[�
sEwfe �a�ea� aersau ro�e_Kr�� CLEANOUT TYPE 2
scmwc �zi�ne m
� � �N�ISNRBEU EAkRI. (y„,qpTAFE NkFAUES p1,�p P.LL O1HEH INSi�ll.�f�ONS
BdYCAO T,i4EE Fffi OF BWWINCJ
No. V .
19300219
SiAIE OF �
;nti�N01PNP_.C�
CLAY TOWNSHIP REGIONAL WASTE DISTR[CT `
: CTNWD
TYPE 1 CLEANOUT DETAIL �
Sc�� r
TRICO REGIONAL SEWER UTILITY
TYPE 2 CLEANOUT DETAIL
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WB DEVELOPMENT PARTNE
4441 W AIRPORT FREEWAY
SUITE 330
IRVING, TEXAS 75062
PHONE: (214) 699-5137
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uuwOnnnunnuu� NOIE
r�\D A �� �..,,yy � � �
?F'G SiERf� k� MORE THAN 20' DEEP LESS THAN 20' DEEP
No. = NOIL ovm a sza¢ urtw Ku� a rasno mw
19300219 � �'� ��"E'W a uux srw ura
STAIE OF W � °� �a"�''n ff" �PM � "s ��
5-19' - 91R-Y 3y-]5' - ffp-38
MOI ANP V?�c u• a aviu - mrz-us
Sau�miAumm��a�
SERVICE LATERAL DETAIL
�� CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SERVICE LATERAL DETAIL
Schneider NORMAL AND DEEP CONNECTION
oete l2/OB/06 Pile T:\6�6966\001
CIEAAANCE iRON i0P 0' PIPE
70P CF 68 SIDNE
E` MMIM�N (ttPJ
SORlS PVC PIPE
x s' x C) 7EE-W'![
*� 11800754
STAIE OF
NOTE: casnrvc SNau BE INSULLEo so war
iHEY UO NOi WNiACi 1NE �AIERAL Od
UiEAAI CAP.
20' VESiAL CAS➢NC M1W 1P" IJD,
lEi1FRE0 'SEWFR CLEA4Wi VA1H�
PT'iAGONAL BOLi/CWK
20b FRAiCO H�PE MEIErI PC,
is ies/�r, �niN. r oEer oa eauai
6' FAOM TOP OF PIPE i0 BOTNM
C6 HE1ER Pli CONWACiOR SHFLL
NOi ALLOW MEIER Pli i0 CONiACi
U1`.9AL/10E-N1E CONCRE'E CAP.
No. V
19300219
STAiE OF .
Sc�eider
NDIANAPOLIS
2EHABILITATION
10SPITAL
260 CITY CENTER DRIVE
:ARMEL. INDIANA 46032
�Oiry�qiONAi c�o�o•.
N. G�:l,�,
CERTIFIED BY
ISSUANCE INDEX
DATE:
0411712019
PROJECT PHASE:
DP/ADLS
MINMUM I" k MANINJN i"
CIEIARNS F40N tOV OF
CAP i0 BOittW OF CRSONG
- tenze m�
,,. �FMAICRME
CLEANOUT TYPE 3
(CRA55 OR LANUSCAPE SURFACES
BEYORO 1NREE FEEi Ol BUIL�ING)
6' SEIYcR UIEAA�
REVISION SCHEDULE
NO. DESCRIPTION DATE
� CITY COMMEMS OS/29/19
2 CITY COMMENiS O6/24/19
3 QTY COMMENiS 07/15/19
TRICO REGIONAL SEWER UTILITY
TYPE 3 CLEANOUT DETAIL
Project Number 2018.02759
SITE DETAILS
C604