HomeMy WebLinkAboutCivil Plans 4.18.19 16p ]
MCCREARY CONCRETE PRODUCTS, INC. 1500 GALLON COMMERCIAL GREASE/OIL/SEDIMENT
RUSHVILLE & TIPTON, INDIANA INTERCEPTOR H2O LOAD BEARING 2-COMPARTMENT
765-932-3068 OR 765-675-2657 McCreary CARMEL, INDIANA SPECIFICATION, TRAFFIC RATED
concr�ta Przrtluctc IFrc
5' BURY DEPTH MAXIMUM
7" HT. 8172 TYPE FRAMES & GREASE TRAP LIDS / HEAVY DUTY
6"CAST-ASEAL SIDEVIEW
GASKETEDINLET
LIQUID LEVEL
6" CAST -A -SEAL GASKET
36" Wbd-- _.._.._.._.._. _.._.._.._.. .. .._.._.. _. . _ ._. OUTLET
8" min-
i
6"
74" 6" SDR35 DROP LEG
53" MONOLITHIC
CONTAINMENT 50"
BAFFLE bO••
301,
SEDIMENT HOLDING
" MIN -'BASED ON
COMPARTMENT 6FLOWS
IF 6" BASE SLAB
150"
'Stainless pipe support
6" SDR35 DROP LEG provided and installed
BASE SECTION ----------------------- 11,625 LBS. by others, 6" diam.
RISER SECTION 99000 LBS
TOP SLAB---7,500 LBS.
NOT TO SCALE STRUCTURE WEIGHT TOTAL --- 21 125 LBS. RC7252016
Menhde FMme and Cesar
HUW Dub. Neenah R-1642Aa Equed
W dot Neenah R-1916-Fa Equal
Co
Co —
narebAdiluBngPanW �js"JI}- Limited b dRinge.
MUtimum Combined Height
Of 12'. Rings Mug be BUM —
RubberCogetl WR Plastic Wrap
Covx. _
Wa rdghl FMNble BWb MUM
Be used AT AN Openings
0REASE TRAP LJ
Ommw»And WM Po=rrypwaAS-- —
NOTES `���m«Le...,�
All Grease Traps Must Be Sized MlwNirg To
The Indiana State DepaLmI Of H M BU]Wn S.E.1.3
The Sizing Method Must Be Approved By The Cli
Shop Drawings Must Be Submitted To The U6IRy
For Approval.
Gr sW Trap and Sample Box Are P wty Of Owner
And WRI Not Be Maintained By The UUIRy.
a, CAP
NEENAH R-19724L OR
EASTJORDAN WffXSEWV-1BNG
ERON CARING
ap)(38 itti CONCRETE
APRON MIT FIBERMMH
REINFORCEMENT
NOTES: =
1. FOR USE WITH HARUSCME •e••
SUWF ESMDALLOTHER
INSTALLATIONS BEYOND THREE 41
FEETCH BUILDING.
2. CONCRETE APRON AND
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of CWmel (\�I
�VT�LJtB%10N1DAAK
DATE: 06/17/19
9
SAMPLE
BOB
All Sectiorre Must Have
Minimum 10 MII Bltuminal
Applied 0 Entire BU KINA.
Bed Use Secllon In Mln. V
Compacted MB Gmnubr MaedW
City of Carmel Utilities ' GREASE TRAP AND
Srandeld Derails SAMPLE BOX
MIN. 1' CLEARANCE FROM TOP OF
CAP 10130TTOM of ca ING
FINALGRADE
9' PVC PIPE
MINIMUM SIM 35
(6'BEB'XB')TEE-WYE
G' SEWER LATERAL
W66TONE BELOW CONCRETE
APRON TO PREVENT
SETTLING EXTEND TO
UNDISTURBED EARTH
City of Carmel UtiliOes TYPE II CLEANOUT
Standard Details DETAIL
M AeI fi m10 sort rrmiosmb DmAing: C$19 PeIR
8
C YMRM Cf TIPS[L CR tMPACIm
mlME P3
L PAHI.e1r 3Caal VlAlFs
G¢PNG xAmaIIN4 NF£ MATERIAL NP UTUN
WENCH WIDTH INmLL HAMM JIBWMCnm OVER
BACMRLL MATERIALS, NSWI TW
PLIQY:NT, AND
CC1PA m nA
SrN m PRAC
M UMn NAMING
WNmomN Ovd
IIBTIWTM
WATER & SEWER MAIN AND LATERAL TRENCH DETAIL
FOR UTILITY INSTALLARONS W]THIN CITY R/W
mm NO SCALE
1. MK a RLL PLR ULLRY NSTNUnmS WERE V IS 5' OR LESS STALL BE M-BN W nA SA91MOd MMU
YLETNG ME MATFAIAL XmUREMEXIS OF BE INDOT WE SWL BE COM ISD H V MALMW Lila TO TNT OS
MAN 9R MAMN PRO'mi [MEN9IY FOR THE ENTIRE BERM Re ME YAMIAL FLUOR. M BWMILL M LIE
A6 GALL 6 w smNE MEETNG ME MATERIAL REWrmlans
a nE IMWrEAND SHALL M�AL'IFV TO NOT LESS MAN Big SrWOM PmLm'1 C]BIY M 2K ERE
DEPTH OF ILIEWAL PL , R ME STMDAW PRACWE 6 ME UnUO THAT HAS JURIACnUN Gi
BE IMSd1A HAS A ME aMXQXT FlM& MC IEWIIENNT, THE MORE SmN£1rr REWIRfMENT
MILL W WRl 401IAACICR 9WL PNWEIE A ]d PANTY RIBBED AOM.T TO PROMO CMIM 1ESM0 A5
IRS w
z. " ftl SUB IIIAE TERAL rSA ALL Y MW Nsruumr6 (Ixmun NIT Use Umm M WATM
WF@ Wld SUBMIT O Dust . SANITARY MANS MASTIC No P aM6 CITY
UP OWN PMNG MISS 10ECCNN
W0 CITTU lIT ONDustWMN,REGRDLSS OF BE M6GABLE ME UNITY
1 FOR GIVunuTY 1REcar OF LEDs Bn PAYMENT
TORNESL OF BE AANAWNTaFETunun,THE MNiMW
COS£R OR 1UC carOFML HE NO L PS WNTm EN4 CREST HAWN Pl0AIWE INSTALLED ATHAPIPf
Cmaun OR OPEN RE swLL HE xo uss MINx MI 9 ME STANDARD W. WE 6 ME NWTY R HAS
d1ABMCnm OWR 1Xf NSINIAnm HAS A YN£ $IRIHMII CN&Y AEWRdFm, M Ip,S SWNWXi AEW,ffYYRR
A X DWSMC PTHG&E OF
WM LYE s E M MP WM B-NRIWYI TO 53. 6 WSIHC 91CRAW
AND FILL 1U THE YYl Cf MGIfO mRn1Df HM ULPACIFD .10]EGArE, NO 5S.
CITY OF CARMEL STANDARDS STANDARD
WATER & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING
FOR UTILITY INSTALLATIONS WITHIN CITY INSTALLATIONS WITHIN CITY PAN 10-32-32
NOTES:
1, FOR USE ONLY IN LANDSCAPED
SURFACES WITHIN THREE FEED OF BUILDING
2. ALL GI/BAND CRAWLSPACE
CONNECTIONS MUST BE A MINIMUM OF 3'
BELOW THE FOOTERAND E%IT THE BUILDING
ATTHEFRONTOFTHESMUCTUMTO
DPP.
PROVIDE THE SHORTEST, MOST DIRECT
ROUTE FROM THE BUILDING TO THE EXISTING
LATERAL STUB.
/.,I
FOUNDATION)
'•4�1�•
TEMPORARY GLUED CAP
1.
FOOTER
.
3-MNI
Ti
A.
4'SEWER
F MINIMUMJ 4"X6' WGIO REDUCER
SEE SANITARY SEWER TRENCHING.
BEDDING AND SACKFUL DETAIL
m'vESTAL COASTING wml Ir LID
LETTERED' SEWER CLEAN OUT'
OR APPROVED EQUAL
FINAL GRADE
HOPE PIPE TO EMEND _
MIN. 3"ABOVE STWME
2T DIAMETER FRATCO
HOPE METER PIT 72 LSSi —
OR EQUAL
NOTES:
1. FOR USE WITH GRASS OR
LANDSCAPED AREAS BEYOND
THREE FEET OF BUILDING.
2. CASTING SHALL BE
6' FROM TOP OF PIPE TO BOTTOM
OFMEIERPIT. COIWTRALTORSI L
NOTALLOW METERNIFI OCONTACT
LrttERALREE-WYE.
7
WHO -TYPICAL r
6
IF SEWER LATERAL
6' PVC CAP
FINAL. GRADE
6'FVCPIPE
MINIMUM SOR %
TRACER WINE
(6'XB' TEE-WYE
B'PVCCAP
CLEARANDMA%.4'
FROMTOP
OF
F CAP TO B
O BOTTOM OF
CASTING
�y
6' CLEARANCE FROM
TOP OF PIPE M TOP
OFWSS ONE
V SOR 35 PVC PIPE
TRACERWIRE
6' MIN. (IM P.)
(a'X6'W)TEE-WYE
-_-----
WSEWER LATERAL
4
TRENCH DETAIL FOR CITY STORM SEWERS
NO SGI£ L
L III MINIMUM OF PA• NT A IM V.VMS I41Amr is&MiSl OR WMPIL'IEB
FTC ugR aF vMaArE "
MIN" mm SWILL
raw.. BE MW NOM 3
Me ♦
6AIXRLL -a}1W...
Q
a • WAa OMEMMETER
o = MERE DIAMETER
e = M a EDn MAxc
MA IFAIAL tlIMI WE
sw Mai
MWKHXG MAIN) DEPTH OF BFWIXG
WMk WWII WE
MoaxG - d D d W
WE BE BVAUEA 4'
Noss M m' a LARGER R'
I. IMNO µB H"MEG FIR NL RIX wnNIATCMS on a RE gNG ME MAIERILL MII WWEM a RE
MOT. MING SHALL M RACED IN THE 701 WTIW alW MArID IE AFRR M PIPE R INSTA TO GRACE AND
IRE, MEMO RMAIXS A 4' MINIMUM OEM R MA & OEM ME PPE OMI AND A MINIMUM T Y BB nE BELL
FOR PPE SAG Be AM I , BE MINNIY DEPTH OF MAIEXW BELOW ME PIPE BARE SHALL BE d'. BE W S OLL
BE RA20 TO BE LWFGWI AS P rEal BUT 91NL H MMY PLACED UWMPAMO MATERAL MUIR ME MOVE
MM Or ME PIPE PRIOR TO FDdl OF ME PIPE F ME UNDERLING •Al5 CE ME BMW BDIINI ARE 5 OR
)FIND. M SUL SHALL RE UNDERCUT TO SUCH A Df THAT MU REPNRED MM 9 $RIME IT' PM M A
UNIFORM AM STABLE FWNDATW ALXIG ME ENRRE AM R nE ERE HAYNCHING AM INTAL BACNILL SAL. BE
C PA N R' MAXIMUM uFR m NOT LESS MAN = STANDARD PNO:IOR OEMEN FOR ME EMmE DEPTH OF ME
MAMIN NMIA ME BAa3LL S W BE BRNJ647 LP fl Y W B]M SCES OF ME ME M THE FILL I M OF
ME PR. Hµ CHHG SHALL EMTEIH TO ME SNIILLrE OF ME ARE MINIMUM 1 M HUM MALL BE ME MT
OWHEM O ME PIR NUS 16
2. RNN BA LL MR NL RCP INGEAWTWS W W V 6 5 W USE Blem BE BdIFft:M FOR STRUCTURE B1(%fLL
uEE1HG ME xnnaN REaIRNUIIs C£ ME RLm AND slue B: IXWACRD IN BE MAN UPS TO TNT LESS
THAN BS STANDARD W W DT FOR ME Dl DEPTH OF M MATENAL PUM. THE BAIXRLL FOR ME
TOP 5' OF THE EMGYATIIW BELOW ME UNIT OF WNM SHA L BE J53 ME MFEMG ME MAM&
Ie led EN IX THE Iwm AND SHALL HE WMPACM TG NOT us n = STAMD NmC,m
MF .. Ii MOD FOR ALL RCP INSTAL ATWS WERE'D 6 SEARS Mµ W BULL BE CLEAN HE
MATm MEE OF ROM LWOR MW R' H DIAMAM, MCEM WI OF EW, MOD OI DTER FYI MA
MATENAL WMPACBD N 12' MOMUM UFTS m NOT UES THAN = STµ0. maim DENIM FOR RE ENOE
EEPM OF ME IXGMATOI CW T MR SHALL MERE A 3M Pµn MMO A To MAIN UNPACTON MTN
AN Ka MY.
I RN INUALLAON 6 ST MUM. WATLRNNNS S411TAAT MAINS WATER BANG GTERNS AND SµDARY
MMU ,ATERNS UNDER ON STNETS REGARDLESS OF ME .UMVM N 9 BE UT1Ul THE MMMLM
DTER RAN TIE TW O ME IN52A LED PAIEIQIT OR All WUM EIEVA ON TO ME TG' O TIE IXRL BE
W1ll BEMIRE MAH 25 ME OF OMER&=µY PAN OF ME PIPE F ME OMPTA OF TE
MTN MAT HAS J IMCTW OAT ME MUNU HAS A MORE SMM W CtlrfA SMMM..
ME A MMK T MMIRFLFNT SNAIL a K
4, IF OMNC BL&a HAS BEEN USE STARLIIID, B U WM B-MPRGN N B3T01 6 n6TXC MMADE
WHO ALL M ME LwT OF EMIMINs RI&'RADE MTN OYIPAL'TfD AB U E NO 51
5. TI M gAro MALL APPLY FOR SI M S.WNS INSTALLED MAN EaSTm NN NWOM alY RAMI AND FOR
STMM sIEPS MAT MKL BE MAlxruxm BY nE n ,, REfi= OF STMM EMN JME nm.
DO NL SIBM PR MAN ENsnxG W MMO OR MAT WALL BE RINFO CNRTETE i RECARNE55 O
new, i Name, 1i
CITY OF CARMEL STANDARDS STANDARD
DRAWING
TRENCH DETAIL FOR CITY STORM SEWERS 10-31
TYPICAL
O
Y
O
PH
z
JU
12' MINEl
BORE PI
5 TOP OF CASING PIPE_
3 1
Manhole Frame and Caver
Heavy Duty: Neenah R-164202, or Equal
Wa MgM: Neenah R-1916-F or Equal
Concrete Adjusting Rings
Limited to (3) Rings.
Maumum Combined Height
of 12'. Rings Must be Butyl
Rubber Coaled With Plastic Wrap
Cover.
Butyl Rubber Coating WM
.8 MII Plastic Wrap Cover At All
Jointa Md Ua Holes
Typical: 12' Woe
RelrroM•e Manhole Steps
N Requested By Daily
Sat Bartel JoiMe With Gasket —
Equal to ASTM C443 And On
Minimum of 1- Wide Kerd Seal
Watertight Reuble Some Must �-
Be Used At All Openings
Bad Base Section In Min. 6-
Compacted MS Granular Material
12' MIN.
DISTANCE OF BORE
PIPE (qRSEIFEGRgTpOgPPLLAINS)
PVC PIPE FIPEgL'ERSG SPAG PER LENGTH OF PIPE
(REFER TO PLANS FOR SIZE)
NOTE: PROTECTION AT ENDS OF CASING
ALL JOINTS INCASING
PIPE MUST BE RESTRAINED. H
A WAY AS TO PREVENT THE ENTRANCE OF FOREIGN MATTER
BUT ALLOWING L- KAGE TO PASS,
WELDING
STEEL CASING SECTORS SHALL BE CONNECTED BY WELDING.
WELD SHALL CONFORM TO AWWA C206.
SPECIFY OD OF CARRIER PIPE
CASING SPACERS. AND ID of cnslNG PIPE
HALF
RIBBED
LINER- PVG .090 THICK WITH 81 DUROMETER J
TYPICAL BORE CASING PIPE
(NO SCALE)
GREATER THAN 5'(1) (1) MIN
1.25 BG MIN, 6' TOPSOIL TO ENSURE
LESS THAN 5'(2) (2)1.25 BeT (MIN.) GRASS GROWTH IF NOT UNDER
PAVEMENT.
EDGE OF PAVEMENT, , I
I
CURB, GUIDER OR
-
SIMILARSTRUCTURE.
(1) REGULAR BACKFILL
(2)'B' BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED T095%STANDARD
Bc OUTSIDE DIAMETER
PROCTOR DENSITY.
D = INSIDE OIAMETER
d=DEPTH OF BEDDING
MATERIAL BELOW PIPE
as�
P6 Be
e
NOTE:
ALL BEDDING & INITIAL
SHALLBEINSTALLED
IN 6CT 1
MI 6' TO 12' BALANCED LIFTS. A
'B' BORROW OR EQUIV
OF CE SHALL
GRANULTIEDAR
MATERIAL
BE IDED ON E SIDE OF
TO 5%
COMPACPROCTOR
THE INSTALLED PIPE.
THE INSTALLED IRE.
DENSITY.
PROCTOR DENSITY.
TYPICAL BEDDING SECTION - RCP PIPE
(NO SCALE)
4
3
D
Z]'&SMALLER
3
30' TO 60'
C
66' &LARGER
6
Finished Pavement
per Engineering Dept Specs
v--i----..._ii
I I RICO
ITT
NOTES
1. NI Manhole Serdcns Must Conform
To ASTM C47B SWMmtbns.
2. Type I - All I.D.
For Sewers 16' nue & Smaller
3. Type II - 5F)" I.D.
For Sewers 21"Due - 30' DID.
4. All Openings& Flow Chanr a
Mum Be Precast.
5. All Manlmle Sections Must Have
Minimum 10 Mil Bituminous Cawing
Applied to Entire Euedor.
6. All LM Holes Must Be Filled Nth
Sealant mM
Avp B UM
r Try
7. Manholes Shall Be Ingalled At
Dislanms No Greater Than 40V
AND
TYPE I&II
MANHOLES
NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR
PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.)
AND ALL OTHER PIPES IS 18" OR LESS. PER INSPECTOR'S DIRECTION, OR WHERE NOTED ON
THE DRAWINGS. A MINIMUM CLEARDISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN
STRUCTURAL INTEGRITY OF THE CONCRETE.
NV
P
z
m N
p
o
z
c F
a
D
as
HF
Q C
m
H
o
Oe
at
we Hat
Dc
—ov 7-FH
—
QDa In
OF
o m
D Q o
U
a
o
OF D
N m
3
Ina
�
P
do a
o.tlr
— — —
PC
m m m
a
3
W
Do
ro
44
C J
U
u
~ W
CO
LU
'z U
e
Wz
-
M•N
0)
m @
CD U
2 N
-
y
MEN Zm
U
RS J
W
�
m
In
o o!'zrc orb $
= 3 yY
O O U Oa
i PE11300279
STATE Or
IIIIIII
/IIIIIII
3500 PSI CONCRETE
•
o
f�
W
O
IIIIiIllllll-1
PC
A°
€
--IIIII
PERSPECTIVIEVIEW
EARTHCUTAWAY
U
F
Z
—I I —III
—III
CRADLE SHALL BEAR ON
Q
BE
II II
UNDISTURBED EARTH
06
I11I II
�I
II
ti
0
BOTTOM OF TRENCH
U.
&
CONCRETE
CRADLE
DETAIL
(NO SCALE)
af
W
mE
O
O
ETTA
WCIO
S
CO
r
a
=
I�
1-
FVVVI
ay
IT1000
C
O
✓
a
KROW What's bejOW.
n
SHEET NO.
Call before you dig
wnnr8 mamma can
800-382-5544
II��
O
24 Nas& o DRY, 711 a te,
IOC aCAVATE
PER IAN5HTE LAW
AGAINSTIT IS
PROJECT NO.
w
LOCATION SERVICE TVQ ai `� "G
W 18.0605
WYS BEFORE COMMENCING WOW
2
1