HomeMy WebLinkAboutCivil Plans 4.18.19 13e
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LATERNO E:
STRUCTURE
TO CFION TO CLEANOUT
STRUCTURETOTIIN 30'(TIREE
FEEFI OF THE FOUNDATION WALL.
CONCRETE ENCASEMENT
WHEN NOT ALREADY IN
PROPOSED RIGID
SURFACE.
NEENAH CASTING
PLUG&AOAPTER
4'X P INCREASER -"A/
6'HDPE
TYPICAL CLEANOUT SECTION
(NO SCALE)
DETAIL IS TYPICAL. REFER TO SHEET C601 FOR STORM SEWER DATATABLE.
INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN OD.
R 7
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 BOX INLET. THE BENCH WALL SHALL FORM A DEFINED CHANNEL, TO A MINIMUM
HEIGHT OF 80-PERCENT OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO
FORM AIDE" SHAPED CHANNEL, CONSTRUCTED AT A MINIMUM Y INCH PER FOOT SLOPE
TO THE MANHOLE WALL.
WHERE A FLOW CHANNEL IS CONSTRUCTED AS AN INTEGRAL PART OF THE PREGMT
BASE, IT SHALL BE SHAPED AND FORMED AS DESCRIBED ABOVE, WITH THE EXCEPTION
THATTHE BOTTOM OF THE FLOW CHANNEL MAY BE 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 SHARED, AS SPECIFIED HEREIN, AS IF IT WERE A NEW MANHOLE OR BOX INLET
STRUCTURE.
ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS 'NO DUMPING,
DRAINS TO STREAM', OR SIMILARLY APPROVED MESSAGE, CAST IN RAISED OR RECESSED
LETTERS AT A MINIMUM OF 1• IN HEIGHT. IN ADDITION, A SYMBOL OFA FISH SHALLALSO BE
CAST WIT) THE LETTERS.
NYLOPLAST DRAIN BASIN
18•
MIN ALION
nNRE
m
x?s
✓R or _M
FF of
WaPC
or
Qi -
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sZry
�PIPEm ,ARMY 0 o TV
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By Q
VARIOUS TYPES OF INIEI & OIRI£T ADAPTERS
AVNIABLE a - 30' FOR CORRUGATED HOPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SEE 35. SUN 40 TWO CORRUGATED It RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HOPE SxOWN7-
PART S
GRATE OPTIONS
A.
IVAN
WANYMN,
Some,
Anuar,
Manor,
laA
IF
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City d CRIW1el
�VT�tGwtONVQB�
DATE: \ 06/17/19
BACKBLL MATERIAL BELOW AND TO
SIDE OF STRUCTURE SHALL BE AGM D2321
CUSS I OR II CRUSHED STONE OR GRAVEL
AND BE PLACED UNIFORMLY IN lY THIS AND
COMPACTED TO A MIN OF 90%
1- 8• - 30' GRATES/SOLID COVERS Si BE DOCILE IRON PER ASTM A536 GRADE 70-50-DS
2- 8'. 10•, 18', 24' & 30• FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3- 12' & 15• FRAMES SHALL BE CAM IRON PER ASTM A-48-83 CUSS 30B
4- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
5- DRAINAGE CONNECTION SLUG JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HOPE (AIDS & HANCOR DUAL WALL) Be SDR 35 PVC
6- FOR COMPLETE DESIGN AND PRODUCT INFORMATION: N .WLOPWT .CM
7- TO ORDER CALL: 80 MI6711
Neu
.an
AM Sannal
33.
MIND
IRA
Verell
CETML IS TYPICAL. REFER TO SHEET C601 FOR SNRM SEWER DATATAOE.
9
6 5 4
OFFICE OF THE HAMILTON COUNTY SURVEYOR
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ARCING FRAME AND COVER AS SPECIFIED
NON -ASPHALTIC MASTIC
OR BUTYL RUBBER
-
MAL BETWEEN ZOINTB.
NEEDED (12 INCHES DI RINDS MAXIMUM).
24" DIANET
. .... •+
>�`•• '•. ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
'� 'r.•j CONDITIONS. CONE TOP TO
VH---11 MATCH ADJUSTING RING PROFILE.
e
FULL HEIGHT WNHOL
STEPS AS SF=n=.
J
MINIMUM
IR
NOTE;
MANHOLE CONFORMS
TO REEK 478
y
0-PING CASKET NON-
F
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
?: 48 OIAYBTER PRECAST
'J}
AT JOINTS.
WNCRBTE SECTION
TYAHY
EO"WITH
OFPPEEGN!
BENCH WALLS AT MINIMUM
NON -SHRINK CEMENT GROUT.
IV" PER FOOT ELOPE. BENCH
WALLS TO BE CONRCRUCT80
TO SPRING LINE OF PIPE
NOTE•
STRUCTURES ARE TO BE
GROUTWO FULLY. TROWELED
SMOOTH AND BRUSH FINISHED.
REINFORCED BAR
4 O IB" ON CENTER OR
PRECAST BASE
B" OR B" PEH SECTION
APPROVED ALTERNATIVE
S" YINIYUY -`
MANHOLE BASE SCi
ON 9" OF eR "On
STANDARD
MANHOLE
FOR PIPE
SIZES 12" THRU 24"
DETAIL IS TYPICAL. REFER
TO SHEET C801 FOR STORM SEWER DATATABLE.
IORATINO BOT TD SCALD
HAMILTON
COUNTY
SURVEYOR'S OFFICE
REv138M I red BOOE
STANDARD PLAN
APPROVED: •`' -
D-20
R ATE
)CUSTOM C,WA AYILTOR COUPS au"
EXISTING ROAD
l6ir '
3.-0.
PLAIN
CONCRETE CURB TURNOUT
0899CGS
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DIM1 SIONS PRE IN INCHES
GRATE HAS LIGHT WTYRATNG
THIS PRINT DISCLOSES SUGGEST MATTER IN WNICN
DMAMT FEC
GLL4UTY: MATERIALSSHML CONFONMTOABTMASYGMDEM5005
NYLOPLASTHASPROPRIETABSPIGHTS. THERECEWR
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TRANSFER OR LICENSE THE USE OF 111E DESIGN pi
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TECHNICAL INFORMATION SHOWN xEIDn
JLLSTICE,2BCFRPARTBB.
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LOOKING DENCEAVAL E UPON REQUEST SEEDRAWING Not
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6
5
TRENCH DETAIL FOR CITY STORM SEWERS
NO SCALE a
L • MINIMUM OF TOPSOL OR COMPACTED
PAVdAENT MOM YAM AGGREGATE in
UNIT GF WBWAW .
MWIMIM mm SHALL
FINK .- BE PER NOTE 3
He +is
NTff n
Ec = W1 E MANHOLE?
— r
0 = INSIDE OMEIER
tl = DEPTH O BEDDNG
YATGBAL BELOW PRE
S WWN
HWNCHIXG (Bc/e) BERM O
MA1WAL BELOW
LOW MAP
WDUHC d D d MIN
NDlE3 & MYIfAWALLES
{'
660 A URGER 6•
1. BMNG AND HALTHOBJG FOR ALL RCP IISTILATTBR SHALL BE p STONE MEETING THE YATEUAL IEOABE n 7 ME
NOT. WOOING SH.UL W P ArsN IN ME MMM BTTOM SUCH MAT MUM ME PPE IS INUAM TO ME AID
UK MERE REMAINS A 40 MINIMUM DEPTH O MATERIAL BELOW ME PIPE BAIS£L AND A MINIMUM OF Y KIM THE BELL
FOR PIPE MES BIT AND ENSURE ME MNMM BERTH OF MATERIAL BELOW ERE PIMA BARB MADE BE IF. BEDDING M L
BE PLACED TO BE UNIFORM AS PC65BLL BUT MAU. BE LOOS:LY PLACED UNCOMPACIED MAIL IM UNOR ME MIDDLE
HBO OF ME ERE MR TO PLACEMENT O ME PPE IF ME UNDERLYING MILS OF ME MDCH BOTTOM ME SOFT OR
)TELLING. ME SOL III W WCERWT TO 9 A CEPM MAT WEN REPAIHO'M R! Q 528E IT NLL W.WUR A
UNIT pal AND SEWER FWNNTM MCBG 11E ENTER MGM Ci ME PIPE. H WING MIO PAINT HWINLL MAT HE
COA'ACWD N F MAIEMUM UM TO MOT LESS MAN SET STANDARD PROCTOR DENSITY FOR ME ENTRE MIN O ME
MATERIAL PLAWO. ME &MALL SIALL W BRWOT LP EWNLY ON SOTH SDES OF ME PIPE FOR ME IUIL LENGTH O
THE PIPE . H.UNWNG 91A11 UMD TO THE SPWNWNE ORE FIFE MINIMUM TRENCH WHEN GIANT BE ME WTSDE
DWIETFR OF ME PIK PLUS Dr.
2. RNM BACMILL FOR All RW INSTALLATIONS WERE "L' IS 5 OR LESS SUIL BE B-BORRDN FOR STRUCTURE BA U
YET K ME MATERAL WWMEMBRM Cf ME HOOT AND GRANT HE COMPACTED IN C MApYJM UPON TO NOT M5
MAR 95% STANARD RROCTOR DCStt FOR ME SAME HEREIN O ME MATERIAL PLACED. ME BACRLL FOR THE
TOP BE WOE DOWATIW MUEN ME UMIT OF SUBGRAC Sal W SH%%3 STONE MELEGIYG ME MERIAL AT
!REQUIREMENTSTS OF ME INGOT AMID SHALL BE WMPACTED TO NOT LLSS .AN 95S STANDARD PROCOI
MBWC REAL MO IBM ALL FOR INSiII MS WIERE'L' 6 ORAIER MAN 5' WALL PE OIAN NET
MATERIAL FREE OF MS UROC MAM 6' N O.WATTR MUM LUMPS O SOL ODW OR OTHER EXNANEWS
MATERIAL, CWPq IN 12• MAXIMUM UFIS TO NOT LESS THAN SIDE STANDARD PROCTOR DENST FOR THIS ENTRE
DEPTH BE ME RGAVATW. �MACIDR MALL PROVIDE A And PANTY MUM AGENCY M N E CMPACTW MEN
AS NECESSARY.
S FOR INSAM M O STOYI MANS, WAIERM IN% S<NITARY MAINS, WATER SEFMW IAIERIIS, AND SANITARY
SRMCE UIER.US UNC Ott SIPEETB REGARDLESS O ME JURISDICTION OF ME UWIT, THE MNINUM
MAMA PRO) ME TOP O ME INSPAVEMU'T OR ANM MWND D£VAnW TO HE TO OF ME INSTNIED PIW
SINE W N LESS FRAM 25 FEET O GOER ALONG MY PART O ME PIPE IF ME SUNARO PRACTW OF ME
UTIITY MAT HAS JUNMI% OVER ME INSTA WN HAS A MORE STRNCENT COVER REWIREMCT,
ME MORE SMNODNT I "NWT SHALL GOWN.
4.IF DUNG SUBWADE HAS BEEN ONE SUBSIDIZED, BACIEFILL YRM B-BORR0IT T) MUM O BEDDING SUBGRADE
AND TELL TO ME UMIT O USING 4B'AAIDE AM COMPACTED AGGREGATE NO ED.
B MEE STANDAR05 SMALL APPY FOR BMW SENRS NSMUFD WMIN ERATIING AN PROP MY HIS AMID FOI
STUN CABERS MAT SHML BE MNNTNNEO BY THE III REGAAL'LESS OF STO6I SEWER MIISOCTW.
U. ALL STORM PIW WMIN DUNG OR PROP BARE tltt R/W SHALL W TENFMM CONCRETE PIPE REGARDIES C
JURIMCDON SIDE UM PIPES,
CiTY OF CARMEL STANDARDS STANDARD
DRAWING
TRENCH DETAIL FOR CITY STORM SEWERS 10-31
OFFICE OF THE HAMILTON COUNTY SURVEYOR
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NOTE; ALL WHENGONS SHOWN ARE IN ENGLISH AND OAETUCI
MATERIAL, CAST GRAY IRW ASTM A48.CLA55 55B
FINISH, NO PAINT
WEIGHT, FRAME 1381 138'
r Or approved By Hamilton
County Sorveyor'a Office
(DRAWING NOT TO SCALE)
HAMILTON
COUNTY SURVEYOR'S OFFICE
PARKIN
LOT INLET
CASTING
REVISED: If/16/2004
/
STANDARD�+PLAN
APPROVED:
l`If�ads
C T - V
KENTON C. WORD. HAMILTON COUNTY
SURVEYOR DATE
NEENAH
3405
EAST JORDAN
1 5250
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NEENAH R-3405
O� b rO m 3
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w O m PC
P 4r) m v z
11NOo r
Q m o>=3 mAMTO a
NY.
6• r
3'4S'
B'
3'-8'
'DUMP NO WASTE-ORAINSJ. WAIERWAN
C/1
T.O.C. ELEVATION
E.J. 5250
NEENAH R-3605
OR EQUAL PAVEMENT
W
fi (TYP)
NOTESCONCRETE
L�
PRECAST OR
127=1
POURED IN PLACE.
°
w
2. REFER TO BEDDING DETAILASa
REQUIRED
rl•-�
S•J
3. VAR. PIPE SIZE
15" MAX STRAIGHT CONNECTIONS
THEE
z
12" MAX SKEW/CORNER
—
CONNECTONS
M
W
CLASS CONCRETE
INLET SET ON fi• BASE OF
N STONE OR W2 STONE
1. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL
TOUCHED BYA SKEWICORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA
REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE
PRECAST BOX.
2. AMAXIMUM OF TWO (2) SKEWICGRNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST
BOXINLET.
3. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
PAVED AREA INLET TYPE "A"
PIPE SIZES 12• TO 15• (NO SCALE)
DETAIL IS TYPICAL. REFER TO SHEET C601 FOR STORM SEWER DATA
' OFFICE OF THE HAMILTON COUNTY SURVEYOR
f
M M g
M £
1—amei
1
RI 5]mml
IF
153
-YI
@5 1
ED j'35mm1
NOTE, ILL OINEx5IONS SHOWN ARE
IN ENGLISH AND fN TRICI.
FREE WEN AREA, 278 SOLNRE INCHES
_
MATERIAL, CAST MAY IRON ASTM
A-40.CLASS 35B
FINISHt NO PAINTY
x uR
WEIGHT, 200-
AJ
'
NEENAH
4342
EAST JORDAN
6489N
Know what's below.
Call before you dig
VIRGIN, Indiana call
811 or 800-382-5544
24 Hours a can 7 Dan a Seek
PER INDIMA SATE uw IOC a-t-22sIT IS .
CYVATIE
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MUSES BEFORE COMMENCING WOW.
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