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SLOPE i0 MATCH ADJACENT QIRB Q �]
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couPnc�o suecenoc CONCRETE DRNE Wl %H ��
COMBINED DEPRESSED CURB AND GUTTER o�
NO SCALE %� �
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No,�S � �
WflING COAIPOUNp SHALL BE PLACEO aN ALL E%POSED SURFACES. �
INCWOING SIOE$ WHEN FORMS ARE flENOVED.
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GACES MAY BE BAi1ERED i0 FAQLITAIE SLIP FORMING. Z
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DAUPEN SUBCRRDE PRIOR TO PLACING CONCREIE. U
CONIROL JOIN15 SAMCUi EYERY 5' MA%IMUN ON RADII OiHERN15E
EVERY 10' MA%INUM YniH PREFORIAED E%PANSION JOINT EVEFY 50' ��
ALL ROADS FACE aF CURB IS TO BE ]�', BACK OG WRB 13 �'. p 3 N
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MIN. SLOPE SHALL BE 1HAT SLOPE NECESSARY TO
CON�EY �ESIGN SiORM AN� KEEP WAIER W EASEMENi �
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EXISTING GRA�E Q
3(MA%) PROPOSED 3 IAAX � Z J
—I I I—I Il' �> GRADE In `f I I—I I I ��
I I—I I I—I I I—I I I I I I ��I I I—I I I—I I I—I I � �
e� T� so�� i i—iTi=i i i—i i i— i I I I i I I I i i i I I I i i ��
�UNOERCUT SWAIE BY Q7 � �
INSTALL FlL1ER fABRIC � 6 i0 ALLOW FOR FUIDRE SILPNC Q a
ON PERIMEIER OF �,,, C� U
iRENCH AN� OVERLAP
Ai SOBGRA�E LEVEL I � d
0 H
1' MIN. J �2" MIN. �
PIPE SHP11 CONfIXtM TO SPEC REWIREMENiS
MB WASHEO AGGRECAIE OG SFCiION 90] 0� SiAN�AR� SPECIRCAPON �
MIN. fi' OWBLE WALL PERFORAIE� PER 401.01 OG iHE
STORM WAIEF iECHNICAL STAN�AR�S MANUAL
TYPICAL SWALE DETAIL
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OFFICE OF THE HAMILTON COUNTY SURVEYOR
CASTING FRANE STANDARD MANHOLE
AND COVER AS FOR PIPE SIZES 24 THRU 66
SPECIFIED �� ��
ADJUSTER RINCS IP
OF R[NC9 LLAXINUNI.
ARD PRCCA9T MANHOLE CAP OR CONE
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REDUCER CAP
NOTE
-MANXOLE CONFORNS TO
A9TM C-4'lB
-NO BRICR OR BLOCK NILL
BE ALLOWED IN YANXOLE
-O-RING CA9NET, NON-
ASPHRLTIC NA9TIC OR
BUTYL RUBBER SEAL
BETWEEN JOINT3
PREFORM6D HOLE TO IIAXII[U1Q
OF PIPE O.D. •e" NITX
NON-SHftINK CEYENT GROIIT
3"
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APPROVED
KENTON C. NI�tD, HAMILTON
NININUN
4ANXOLE PIPE PIPE TURNS
DIA.••F•• DIA."C•'
BB" 48" GRENTER TXAN 46 TO YO DEG
BB" 54"-88" UP TO BO DEG
84" 42" CREATER THAN 46 TO 90 DEG
Bd" /B" TURN9 UP TO 65 OEG
'12'• 42"-4B" UP TO 45 DEC
80" 33"-38" 9TRAIGHT THRU
80" 24"-33" GREATER TXAN 45 TO BO DEC
ONE COYPLETE UNIT OF PRECAST WNCRETC
NANHOLE BASE AND Rf3ER OR APPROVED ALTERNATIVE
lT ["'ITTTI�TT'1�)/1Tllf"'1 /ITTTlYT
9URVEYOR
D-21
5'-0"
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4
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Pavemenf � W
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Selecf E corofed Mofnid Oi Spxial - 1
AppravM fvcowted Nofmrol
� , 9ocARb Nond TanpM ln 6" [oyeis � Unless Otner.ise Oirec(ed
Note� Se/ed Excowled Moteiio/ Or Specia/ Bockfl/
S�o/l @e Plored Under All Po✓emenls And
Wi'thin The Clmifs Shown Above,
Specio/ BockGp Sho// Canlorm To INOOT 71107D
Select Excawted Moterial Shall Be App�ovxd By En9%�eer.
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
`�jsv�� �\'��v�N�nl.��
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onrE: 11 /19/19
CITY OF CARMEL LIMITS OF
STANDARD DETAILS SPECIAL BACKFlLL
i.. u� �oo� ua. ne� ie ud. �... t n..� o,.n�.. xe.. cm
ae:r.o�a .ee,rs snaa e. w.�no�:c� .en,f xrm RetaMe. ciw,ex
US Pjoa IR fHx Ja✓nf Spfem, US Ppe fid0 CCYf Cashef Sysfem.
01- Equd.
N07E.� 7ALr �BOLf RfS7RA/Nf0 ..CWT LENGINS M£ AfM4YldI t£NGIMS
INE 71£S�C.N CNdNCFN SHKl Df7ER4/M£ /F LGovCfR LCNG7N5 A?f REpUeOED
CITY OF CARA�EL JOINT RESTRAINT
STANQARO ❑ETAILS TABLE
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AND
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ResLoinee
GrnglA nne FiVinqs
As Reqvired
Ne(es
1. Af Hiyh Poinh Almg Mam Woter Line M6�ne
/ntlicated Lh Orawinqs, Anchorinq Tee Sno//
Be Set A( (5" Ang/e U➢worCs Antl Carnecte0
To 6' 15" Bmd Moin Woler Line SAoII Be
Gowne✓ To ProviCe Su//cient Carcv As Speci!'eC
2 A/l .binh S/ro/I Be Restrained Ewcep! ln Run
0/ Tee.
3 Hydrwts Slron Be Se( A! 500' Mox. Nprizon(ol
D/ston<e, W Less As Spm(Red By Fre Oepwlmenf
4 n// .N�es mvs! :nclude Posi-Cop w epuiwlmt
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d�i/ n o,���irr.Ne
une;sru.nee Emrn
1'-0" Min.
�— BeCding Moferial Cw/cvming Io
INOOT 90302, Sise No B
One B vB"rlb"' So/id
Conc Block Or 6 M1lin.
Closs 6" Canciete
Bose On Vndistu�betl
grovnd.
5. N� on1 ✓olves must be restroinetl to Ihe tee
wifh either oll threod, or an onchoring (ee.
6 All H� onf 5(ubs must horo Hocer wire
Natc/� Exlsting Pa�nml
Nafer�o/ And �Irbn<Ss
��poio.en c ow�eo Morard r� unpoyee
bms Unless IN�arise Ovecled
Nole: Undcv F/sNnq Sevcvs, Xbin [bwr.
coa [Mes, �N�na,e coaie .a.,e
F/ecfik'd Cm+Wil; BackPol 'M1h
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£ �o ruw xua�. s.. an e
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� Netc 'W" Is !Oe Maxmum IWGN Fm RqH Ppei
'U' /s Te MMimum MVf� Fer FleaO/e Pyes
ln .�[carJen[e NiN AS�I O-DP/
Iay 0I Pipe
^!oD/e b Fm .�SIM O-J034 Nbfl IlrRkness
Llass SOR JS For 6"-!Y MO ASIA/
F6➢9 Wm'/ Ihicknees Qoss Fl £w
18'-J6. Fm Ofnr ne.dMe Plpes.
um;,nu.n >.errn meu L' snon ueee
Mmulocfureri Fequiremmfs
TRENCH DETAIL
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SECTiOrI
CITY OF CARMEL WATER MAIN
STANDARD DETAILS CONNECTION DETAIL
» ..a,.� � a..,�. �='�� �.._. �,
WB DEVELOPMENT PARTNE
4441 W AIRPORT FREEWAY
SUITE 330
IRVING, TEXAS 75062
PHONE: (214) 699-5137
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■ STRUCTUREPOINT
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]260 SM1atlelantl S�a�ion Ilntlianapolis,lntliana 06256
TEL 31)50).5580 I FAX 31 ].503.02)0
wwwsVuc�mepoin�.com
NDIANAPOLIS
2EHABILITATION
10SPITAL
260 CITY CENTER DRIVE
:ARMEL. INDIANA 46032
*� 11800754
STAIE OF
�Oiry�qiONAi c�o�o•.
N. �
CERTIFIED BY
ISSUANCE INDEX
DATE:
0411712019
PROJECT PHASE:
DP/ADLS
REVISION SCHEDULE
NO. DESCRIPTION DATE
� CITY COMMEMS OS/29/19
2 CITY COMMENiS O6/24/19
3 QTY COMMENiS 07/15/19
Project Number 2018.02759
SITE DETAILS
C603