HomeMy WebLinkAboutCivil Plans 4.8.19 13c
10 9
NOTE:
LATERAL CONNECTION TO CLEANOUT
STRUCTURE TO BE WITHIN 30)THREE
FEET)OF THE FOUNDATION WALL.
CONCRETE ENCASEMENT
WHEN NOT ALREADY IN
PROPOOSED RIGID
NEENAH CABTINO
CLEANOUT PLUG &ADAPTER
4-X 6' INCREASERS
F HOPE
TYPICAL CLEANOUT SECTION
(NO SCALE)
DETAIL IS TYPICAL. REFER TO SHEET COST FOR STORM SEWER DATATABLE.
INTEGRATED GAMBLE IRON
FRAME & GRATE TO
MATCH BASIN 0 Z
VARIOUS TYPES OF INLET & OUTLET ADAPTEF
AMENDED: 4" - 30" FOR CORRUGATED HOE
(ADS rti12, ADS srvcLL WALL, HanwR DUALWALL
SEE 35. SCH 10 DO. CORRUGATED Is RIBBED %
WATERTIGHT JOINT
(CORRUGATED HOPE SHOWN)
,,.I I
or IN IV
FVNIIJV
=inner
71y�*
I
U
K
P,
231MON
MaXLE
F�miI
RELEASED FOR CONSTRUCTION
Subject t0 compliance with all regulation$
of State and Local Codes
City IF CM el
�VT�tDwtDNWA�
DATE: \ 06/17/19
B
REQUIREMENTS FOR ALL STORM SEWER BENCHWALLS
BENCH WALLS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER
HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF FLOWS THROUGH THE MANHOLE
OR BO% INLET. THE BENCH WALL SHALL FORMA DEFINED CHANNEL, TO A MINIMUM
HEIGHT OF 80-PERCENT OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO
FORMA' U- SHAPEO CHANNEL, CONSTRUCTED AT A MINIMUM'% INCH PER FOOT SLOPE
TO THE MANHOLE WALL.
WHERE A FLOW CHANNEL IS CONSTRUCTED AS AN INTEGRAL PART OF THE PRE -CAST
BASE IT SHALL BE SHAPED AND FORMED AS DESCRIBED ABOVE WITH THE EXCEPTION
THAT THE BOTTOM OF THE FLOW CHANNEL MAYBE FORMED FROM THE BOTTOM OF
INLET AND OUTLET PIPES IF THE PIPE WALL THICKNESS IS NOT GREATER THAN ONE (1)
INCH.
FOR CAST -IN -PLACE FLOW CHANNELS, THE BOTTOM INVERT OF ALL PIPES ENTERING A
MANHOLE SHALL BE AT LEAST THREE (3) INCHES ABOVE THE TOP OF THE BASE SLAB TO
THE OUTLET INVERT SO THE FINISHED SEWER CHANNEL MAY BE INSTALLED AND
SHAPED.
FOR CONNECTIONS TO EXISTING STORM SEWER STRUCTURES, FLOW CHANNELS SHALL
BE SHAPED, AS SPECIFIED HEREIN, AS IF IT WERE ANEW MANHOLE OR BOX INLET
STRUCTURE.
SPECIFICATIONS FOR ALL STORM SEWER CASTINGS
ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS "NO DUMPING,
CHAINS TO STREAM". OR SIMILARLY APPROVED MESSAGE, CAST IN RAISED OR RECESSED
LETTERS AT A MINIMUM OF I" IN HEIGHT IN ADDITION, A SYMBOL OF A FISH SHALL ALSO BE
CAST WITH THE LETTERS.
NYLOPLAST DRAIN BASIN
W MEP _360
�m 1P Mµ0
^„=
R
$Pis
oM
w6�
OF AN
PIE
OFF, I
rv�
R
IS
BACKFILL MATERIAL BELOW IUD TO
VO SIDE OF STRUCTURE SHALL BE ASTM D2321
CLASS I OR II CRUSHED STONE OR CRAWL
AND BE PLACED UNIFORMLY IN 12' UFFS AND
COMPACTED TO A MIN OF 90%
1- 8' - Olt" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
2- 8". 10". 18', 24" & 30" FRAMES SHALL BE DUCTILE IRON PER ASTU A536 GRADE 70-50-05
3- 12' IF 15' FRNAE SHALL BE CAST IRON PER ASTM A-48-83 CUSS 30B
4- ORION BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN ORALS
5- DRAINAGE CONNECTION SUB JOINT LIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HOPE (ADS & HANWR DUAL WALL) & WR 35 END
6- FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WN WLOPWTUSCOM
T- TO ORDER CALL: Mnm.nm
FFM
RISE.
III
larl.
RPROIA
MAKERS
Er
AGNED
RE
�G 51
Pei
DETAIL IS TYPICAL, REFER TO SHEET CBOT FOR STORM SEWER DATA TABLE.
9
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6
OFFICE OF THE HAMILTON COUNTY SURVEYOR
ASTING FRAME AND COVER AS SPECIFIED
NON ASPHALTIC MASTIC
OR BUTYL RUBBEfl
ae
SEAL BETWEEN JOINTS
Ny
PRECAST CONCRETE ADJUSTER RINGS IF
NEEDED RE INCHES OF RINGS MAXIMUM)
24" DIAMETER
ECCENTRIC CONE OR REDUCER
CAP AS REUUIRWO BY SITE
CONDITIONS CONE TOP TO
PATCH ADJUSTING PING PROFILE.
FULL HEIGHT YAI
STEPS AS SP8CIP180.
MINIMUM
NOTE
MANHOLE CONFORMS
TO ASTM 475
O RING GASKET NOW
ASPHALTIC MASTIC OR
BUTYL RUBBERflUSEAL
4BLOXCARETE DIAMETERCCCC
AT JOINTS.
ON
PREFORMED HOLE TO MAXIMUM
OF PIPE O.D. III WITH
BENCH WALLS AT MINIMUM
NON SHRINK CEMENT GROUT.
Ve PER FOOT SLOPE. BENCH
WALLS TO BE CONSTRUCTED
TO SPRING LINE Of PIPE
NOTE.
STRUCTURES ARETO BE
GROUTED FULLY,LY. TO EL80
.
SMOOTH AND BRUSH FINISHED.
REINFORCED BAR
PRECAST BASE
4 1E" ON CENTER OR
6" OR B" PEP SECTION
APPROVED ALTERNATIVE
MANHOLE BASE SET
3" MINIMUM
ON $" OF 62 STONE
STANDARD
MANHOLE
FOR PIPE
SIZES 12" THRU 24"
_EIS L IF YPLAL RE
-EH I JSILE--I..nn ro, INER GA LA HAS¢.
(DRAWING HOT TO SCALE)
FAMILTON
COUNTY
SURVEYOR'S OFFICE
REv1360 I FISH 2002
STANDARD PLAN
`
Z/�2
APPROVED: aLIATL
D-20
KENTON C. WARWMAMILTON COUII SURVEYOR
EXISTING ROAD
6" STANDING CUIR
ELAN
CONCRETE CURB TURNOUT
0999CGS
AfPROK ORMNAIEA=USER 90N
APPROIL WEN8II=SW LSO
OEM
(NO SCALE)
AND
LMAIN CRATE
I I
I I
8'INUAEDRAINOF
8- DRAIN 9,991E BODY T OP
DC SIMSARE INI INCHES
r
GRATE
EHAS LIGHT
IN Rs
GMTEY: MLIGHTEIIYRATING
g14LnMATERIALS$HALLSHED BRMARLACKIVINT E)N8005
SUEPAINOFF CASTINGS ARILS REQUIREWTHA FAMEMIM
SERE S OPENING MEETSREQUIREMENTS
REGIETERPARTBEMEFICSAN ENTOFT'
ACT AS STATED IN FEDERAL REGISTER PART BE OEPARIMEMOF
JUSTICE, RUDER DEVICE AAILA
LOCKING DEVICE AVAILABLE UPON RfOLffiTSFf DRAWING NO.
RWI.1fAW8
PROPRIETARY RIGHTS. THE FEGEPF
OF THIS PRINTDOESNDTCONFER DATE s44* DUCTILE RON
CENSE THE USE OF THE DESIGN CR
RWTIM SEEM HEREIN lRel W py ly Ft.TMMAMF
ME Him
ORORm A BWLC 1:1 BI6r III
6
E N BTNIGMB NINE ABBFIILI
TM14101M NET B
5
4 3
TRENCH DETAIL FOR CITY SFORM SEWERS
NO SCALE Z
L MN'IMW BE TOPSGI (R COMPACTED
PAVEMENT SECTITRI VANES ADiEYAIE ARS
uuR a wecRAff - .
NIHMIM COVER SHALL
FIN AD BE PER XOE 3
SAORiLL Be M.rIWl.
WGOD
Be=OR19ff OMM
D - MM MAIRERR
A = Mean BE ff NG
MARR& BELOW PPE
BPRIN"E
DTHFI D
HpllNI (Bei BE ®w
YUN BE.TDW %PE
ORDER d D a MN
NOTES: & WE 0 S DIUM 4°
R6' N LWQR 6'
1. C NG ANC HAINGINNG FOR ALL RCP INSTALLATIONS SHALL BE PB SHONE MEETING ME NATWk MOWElH M BE ME
HOOT BMIW SHALL BE PLACED N ME MENEM BOTTOM SUCH LINT AMEX ME PIPE 6 INSTALLED M GRADE AND
ONE. MERE MNNS A 4' MINNUM TERN OF MATERIAL EDGE ME RIPE BARREL AND A MNNUM OF 8 BELOW THE BELL
FOR PPE MIS W AND ORDER ME MINIMUM DUN 6 MATERAL BELOW ME WE BAREL SHALL BE E. BEDDING SHALL
BE PUCm l0 BE UNIFORM AS P%9ffE BET SHALL BE LOOSELY N,CED UNCWIPACISI MATFRIk UNDER TIE MIDDLE
TARD OF ME PPE MEN TO PLACEMENT BE TIE PPE. IF TIE MINIMUM SOLS BE ME MENCH WUW ARE MR DR
WONG, ME ME WILL BE UNDERCUT M SUCH A DEPTH THAT MIEN KNOBS WAN IN2 STONE R WILL PROCUCE A
UNIFORM AND SENILE MWATM ALONG ME ENTIRE LENGTH DL THE PIPE. HMINCIING AND INML BhUMUL SHALL BE
0]MPACIED N 8' Iii ONE TO NOTLESS MAN 908 STANDARD PILOCLOR BMW FOR LIE ENTIRE DUN OF THE
IL IERIAL RUBBER. ME BACNRLL SHALL BE BROUGHT HP SHALL ON BON SIXS BE NE PIPE FEE NE FELL H N OF
THE PIN[. HMNCNNG SHALL DEW TD ME SPRNONE CF ME PPE. MINIMUM PENN WON SHALL BE THE OUTSBE
DIAMETER BE THE PIPE RUS IS.
2. RNk BACIITHLL FOR ALL FU INSTALLATIONS WHERE 7' IS 5' OR LESS SHALL BE B-BORRON FOR STRUCTURE BACEFILL
WILLING ME WATER& MUPEMENI6 OF ME WIT AND SHALL BE ORMPACTED IN 6" NApMUM UPTS TO HIM LESS
MAN 9511 STANDARD PRIX:TpL NNSW FOR THE ENTIRE DEPTH BE NE MATERIAL PULLD. NE BAAOLL FOR THE
ICU W O ONE EXCAVADM BELOW THE UNIT OF SIBGAADE SHALL BE t3 STONE LF M THE WTENk
PEW RBMFJ415 BE ME NOor AND SHALL BE DLTMWACIm E NOT LESS NON On STMDPRD PRo1:TOR
DENSTY. REAL EACIOILL FOR ALL FOR INSTALLATIONS WHERE 'L" IS GREATER THAN 5' SHALL BE CLEAN FlLL
MATERIAL FREE OF RN6 LARGER TAW If IN NNUHR FR WWS OF SOIL, WOOD OR ONFN ENTNXEOJS
MATENAL C0.PACE0 IN Ur NAMMUM URS TO NOT LESS MAN 9M STANDARD PROCTOR DENSITY FOR THE ENTIRE
DEPM DE ME EN:IVATOE. CUIIMACTOR SHALL PTNWff A .&d PARTY WNG AGENCY M PROPER COMPACTION TESTNC
AS NECESSARY.
3. FDR IMB LA" OF STORM MAINS, MnWAIXS. SANMRY MANS, WATER SERVICE LATER" NL S.MTW
SERMFE LAICWMR UNDER Ctt STREETS, REGAI&IFSB (FINE MIISMMN OF THE UNITY. THE WINDOW
BASE FROM THE TOP IE ME INSTALLED PAVEMENT OR FINAL GROUND U£VATON TO THE TOP BE ME NSTN PIPE
SHALL BE NO LESS MAN 2.5 FEET OF COVER kWG MY PART DE ME PIFE IF THE STANDARD PRACIICE OF THE
UTILITY THAT HAS JLNSDICTION OVER THE INSTAWTIM HAS A MALE STRINGENT COVER REOURELENT,
ME MINE SMIXOM REINFORCED SHALL OOEIEN.
A F EJD W SUNMOE HAS BEEN ME SPURRED. BAAKRL WM E-BORROW TO BOTTOM OF UMG %BEDNDE
AND FLL 10 ME UNIT BE EBJSRHG SIOC E MR OWACTDJ AGGREGATE NO SS.
5. THEE STWNANIS SHALL ARMY FOR STORM SEWERS IW m WMX CASING AND PROPOSED CI1Y R/W ARE FOR
SEEM SENEPS THAT SHALL EE MANTNXED BY ME Ott, RRARDI OF SEEM ff JUMSUCTGN.
d. YL STORM PFE WMN EASTM GR m� MIT III SHALL BE IETIS M CWOIETE RIPE REC.M BE
IIJRM� MR STREAM RKS
CITY OF CARMEL STANDARDS STANDARD
DRAWING
TRENCH DETAIL FOR CITY STORM SEWERS 10-31
a ?IS. IS WINIF
61
24 RAW K 24 101
NEENAH
ROTE, ALL OO EdUONS SHOWN ARE IN ENGLISH M [METRIC]
940E
4
3
2
in Q M
10 Do GO CE
m
PA E
N C
SLQ
ALI z
EED IF DIDG
N _ O V
Tt h
-SLOPE
_0 u_T FBI NO o k
E.J. 5250
U , 1 1 -
El
NEENAH R-3405
G �+ FOR
+ v NO CA M
3
A
OR EQUAL
z ry C Et- PER
W do
,N =
W o ror
6
6"
in
1
__1 6'
3'- l'
"DUMP NO
WASTE DRAINS TO WATERWAY'
IFTJ
LQ
T.O.C. ELEVATION
NEENAH
NEENAH
` I
LSEATS
OR EQUAL PAVEMENT
'fPWIL��L'
W
8 (lYP)
NOTES
L�
f�
W
221X22"
rT lI
1. B" CONCRETE PRECAST OR
W
�/
Me
POURED IN PLACE.
g�
Meal8'(TYP)
DO
2. REFER TO BEDDING DETAIL AS
6.
j o REQUIRED
FF-,
3. VAR. PIPE SIZE
15" MAX STRAIGHT CONNECTIONS
0
12" MAX SKEW/CORNER
a CONNECTIONS
O
r.l
F+i
GIASS"A' CONCRETE
INLET SET ON 6" BASE OF
08 STONE OR 42 STONE
C�IJ
0
ICJ c
LI a c
LLI
> U ~
U Q =
0)
CDs
N
Q
2 Do
3 7D
IZ
CO
13
ED
J m
ShC'1'ION
1. CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST ORINLET WALL
TOUCHEDS-RAIGHT-OUT TBOX
WALL
ASKEIN/CORNERE WALL AREA
TOUCHED CO UNLESS
SIDE OF TO ENSURENTBOKINLVE
REMAINS N OF THE CONNECTING PIPE TO ENSURE STRUCNRAL INTEGRITY OF THE
PI
T BOX.EACHSWE
PRECAST
R 4
d
2. AMAXIMUM OF TWO (2)SKEW/CORNERCONNECTIONS WILL BE ALLOWED FOR EACH PRECAST
63;
BEFER
TT.
3. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
333
PAVED AREA INLET TYPE BAN
PIPE SIZES UT TO 15- (NO SCALE)
DETAIL I6 TYPICAL. REFER TO SHEET C601 FOR STORM SEWER DATA MANHOLE.
OFFICE OF
THE HAMILTON COUNTY
SURVEYOR
We
FNAV
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NORDALL DIMENSIONS SHOWN ARE
IN ENGLISH ME UFTRICI.
R BA"
FATE 270 INI:MES
•j
CASTAMA
NA LAST tlNY IWX AS1M
NATURAL, [MEN
A-10, [LASS ]SB
Mr,�E
0.tl9 MPui
ISIft N
NO PAIN)
MMyq
11
M1 R6•
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dJ
♦ Or approved by Hamilton County Suraayees Office
4GMVMG NOT TO SCALE
HAMILTON
COUNTY SURVEYOR'S
OFFICE
BEE
VE INLET CASTING
REVISED; 11/18/2004
STANDARD PLAN
APPROVED:
/(F93&0C
CT-1O
DATE
KENTON C.
RD,HAYILTON COUNTY SURVEYOR
FNEENAH
49d2
EAST JORDAIEAST JDRDAN
6499E
2
O
Know what's below.
Call before you dig
WIAAia Md;Ci Call
811 or 800-382-5544
24 nova a GEN. / our A AeNE
PER INDIANA STATE LAW IC 8-1-26
IT IS AGAINST THE LAW TO VCAVATE
WHEAT NOMENING
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No.
14
ST NO.
W 18.0605