HomeMy WebLinkAboutC10.1-GENERAL-DETAILS-Rev.0STORM SEWER INLET NOTE
ALL STORM WATER INLETS So CATCH BASIN
CASTINGS SHALL BE LABELED WITH
ENVIRONMENTAL MESSAGING "NO DUMPING,
DRAINS TO STREAM" CAST IN RAISED OR RECESSED
LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A
FISH SHALL ALSO BE CAST WITH THE LETTERS.
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WATER & SEWER MAIN AND LATERAL TRENCH DETAIL
FOR U77LITY INSTALLATIONS WITHIN CITY R/W
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M Y6iNUl6M1 Wits A YA SMIG DE A ter aMEN FINING
MONEY
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ML Y. LaTReIM suit maxDE • x Pun TznxG Auxcr v PPGXGE cwPYcnM Tsnxc ss
x M KWd W SHALL APPLY NOR NL N Neu INS FNbcW c BUT XUT UMxm TO WATER
N5 WATER mlNm UiWI.( SWTARY MANS WITMY mm[E uIWiS PS MK Nkk ta[ M
M9 WN L4 W WM BAM) "N EUSIML µ0 PXONbED on OF W RA WR
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STANDARD CITY OF CARMEL STANDARDS
DRAWING WATER & SEWER MAIN AND LATERAL TRENCH ETAIL
10-, FOR UTILITY INSTALLATIONS WITHIN CITY R
2 /4 BARS AT 28"
6" MIN.
NON -SHRINK GROUT
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. All houses, buildings, etc., shall mnned to the Dsirid's ministry sewer system within 90 days of notice providing a
sewer is within 300 feet for Hamilton CoMHy or 100 feet for Boone County of th Property line as a inetl through
Indiana Cotle (IC 13-26.5-2), ony, one Wilding may conned to Are sewer main par lateral unless Mhe ise
approved by the District
2 No fouabtion S'mR, I nsMo s or Other abrm water drains OMAN be interconnected In DidriH§sanitary sewer
as addressed through our In Ordinance 12TW 00 add 1/1 Policy Bound on our weMNe at www.d org.
3. The existing sewer line from the Wilding M the septic tank n any be used if it is located under a buildng
atldkbn, patio, porch or paved driveway. Air test is required to show if wmpade for m-use. The prP ny owner
Mail bearthee caddalltesM The Dstrld inspectormud be amttefor thedurdion ofttc airiest.
4. 1 M aWla Snarl IMPW ALL INeI I ne p ester mMramr Sna11 not Me U1SInct prior AT becMl111rg the
installed laaml so the Disidd can make an ims lion to determine cmplianm with the DWM ssever use
odinero lateral dUfrs shall remain capped until an inspector is on ails. Final connection shall only M made
under cited supervision of a CTRWD inspector. If an inspection fails add a second inepedlon is required at the
mMmdor is nor on site for the scheduied Inspection, a tee of $100 An will be assessed add mutt M paid prior to
the time of the follow up Irepechon.
5. Pro ownere are here advisee that the Coo Bo of Health ulates Meo ration and maintenance of
PeM W our re9 Pe
publics seva9e septic al (septic) systems. The County O d clean provitles In pad that, upon mnnen m to a
Public severs and aNr"... nmhall rre Reese mtl(pumpeddean)antlount filled Ward of
eaMenmaterial or
done Ina Sala and santary manneC' Pease conNed the insist
ale County Board of Faalln for fudher
iufolnwtiun at Ad N IulifY ale UeprlllleuL of D m aWI akAlmlenL
6. Acceptable Forge Matenala:
PVC PIPE'. SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE
PVC PRESSURE RATED PIPE. SDR21,ASTMD22yH SIXINCHPIPE
RESTRAINED JOINT PVC PIPE (DIRECTICINAL DRILL): Yelamine SEAR 21,
ASTM U2241, 51X INCH PIPE (use only per wp W d Me Lm1rmt Engineer)
GASKETED JOINTS: ASTM M212
GASKETS: ASTM F477
P117INGS: SCR26 OR BETTER CFERNCO" OR SIMILAR FLEXIBLE COUPLINGS TYPICALLY NOT ALLOWED)
DUCTILE IRON MECHANICAL COLT FILING WRH PROPER FITTINGS
PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL:
IF CONNECTING INFO A LOW PRESSURE FORCE MAIN-
CTRWD must be emended for explanation of allowable pumps and Pump requlreme
1.25" HDPE DR11 ITS (TYR.) connectune are to be made with
Po o Rene or StatNess Steel Com Ion Fiain or Elect mim
( yr w ). ImeM es
ALL PUMP CONNECTIONS3
Pumps bated more than 3'sshPerpendicular toarun to S' Soft! 35 pang the building far my
Man3'shall haves
daarmW installed and iM pipe shall be har16itiprletl a S' Soft! 35 pipe for cmnedbn info lFa pump edition.
CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEEIF FROM THE FOUNDATION AND FOR
GRAVITY LATERALS NOT MORE THAN 1DO FEET APART (please see Clean Out DefaiM Type 2 and Type 3 for
munipte cimmm Icefallmon requim"re ).
CLEAN OUT CAP REQUIREMENT'S'. 6' PVC Threaded Caps
7. BEDDING- Use Number 8 crushed done or NMrbsr D fmdumd face eggmpW Number 6 stores W�iIl materal
He to be placed from 6 Ndlea belowto 12 inches above the P oe me much should ber a mirvmum of 18 iM es
wide (six inches on boM sides of the pipe)
8. laterals dw11 ber Installed he doser than 20 feet from water wells Inlets WC pressure grede pipe is used meeting
SDR 21 aM ASTM D2241. Any Proposed installation requiring presmre pipe shall be reviewed and accepted by
iM pi�l,iNt �„d <r.a amiNrs o„si.,N°. pRa.m mmlbean.
9. Vynere a tmmition al mark between SDR 35 and resaure grade SDR 21 - a dudile Iran assumed
pipe P 9 PrPe. 9a
mechanical coupling shall W used.
10laterals;n all terminate wtt feet of the WiIunless Me mntlltiona in Hem W3 above are met No gI Wtl pipe
MM inaalletl outside homem feet feet of building foundation
foundation walls.
it. Additional information on Dldrbl dandartls and sMeffic ions my be obtained from the Distdd's office during
W6imes Mph of 8.00aIN a All p.m. Mmcay through Friday. All DMMd standards con W located on our web
ate at heplNrww.drwtl pg.
Clay Tmmhip Regional Waggle Distlld 1U01 College Avenue - SuRe A InabnapolW, Indiana 4NI
10701 North C°Ilepe Avenue Suite A
Indkm me Indiana 46280
Phone(317)-8449200 Fast(317)A449203
12. Septic effluent Shall not be pumped out I= the sarulary sewer system.
13, Conmedae shall IN 14 gauge- solid wire the Mare length of the lateral MMistobeplaced°ntopofthelateml,
The Diddd impedor will verity placement of the wire After irepection, bedding is to M placed on top
13.a NI splicing of true wire shall be reconnedetl using either a 3M splice kit model DBRN 6. King Innovation Drycann
Dined Bury Lug Aqua caalog M 901 or Distinct Engineer approved equal
14. At ekenuNs dunes and piping are mbjeotto be ceded andror Wedged! 4 May Districts dieMefial.
Exam ordWures Mem beimil ammanMlea Mirteme r u h maeelMe ore etc.
ties ANY _ g pia 4 P mg ft 9 pit
Tmm^ wldem9M add Mat May mMDmI M the Districts Ill Polley.
RELEASED FOR CONSTRUCTION each to digging
Subject to compliance Wirth all regulations R"md orn1rm16 byRH
of State and I deal THI
City of Camel ((��
�VTl�ilmnr)NaAAI_
DATE: \ 03/27/19
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PLAN VIEW
OR EQUAL
MIN.
01 PAVEMENT INLET TYPE "A"
1 NOT TO SCALE
DIMENSIONS (INCHES)
A
(MAX.)
8
(I.D.)
C
(MIN.)
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
6" MINIMUM --
PRECAST MANHOLE SECTION
BARS AT M
O.C., E.W. w
MAXIMUM
> OPENING
4" GREATER q
UNDERDRAIN THAN O.D.
OF PIPE
A'53
TRENCH DETAIL FOR CITY S ORM SfWERS
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STANDARDI CITY OF CARMEL STANDARDS
DRAWING
10-31 TRENCH DETAIL FOR CITY STORM SEWERS
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2'-0"
WC
OR EQUAL
Y MANHOLE STEPS REQUIRED IF %14 REBAR 6" O.C.
DEPTH EXCEEDS 4'-0" EACH WAY
(AT Is- MAX. ON CENTERS)
oz PAVEMENT MANHOLE
1 NOT To SCALE
P4\D A Ci
meE srENe�-
MORE THAN 20' DEEP �® LESS THAN 20 DEEP
No.
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SERVICE LATERAL DETAIL
7
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SERVICE LATERAL DETAIL
`Xo
c'PWO
Schneider
NORMAL AND DEEP CONNECTION
va.Ien/m
aa\maWANnbuAMAVAM-DnaM
DOWNSTREAM DEFENDER
STR# EIMP
(BY HYDRO)
PIPE COUPLING
(BY OTHERS),
CONCRETE CHAMBER
(BY HYDRO'S PRECASTER)
PRECAST REDUCER CAP
GROUT TANGENTIAL INLET PIPE
REL SECTION (8 LF OF 12" HOPE 012.5%)
M C-478 CLASS A
(FORCED CONCRETE PIPE
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osuM MWM&ally
PA1PBdT
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ad
sawrc MW
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Me
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UNDERDRAIN
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an
Pss scot WM m WC Ka
a =am 2m OF 9mm 9'Emam
MIND SPIND: DOW B 7PA1e T
AND RENUM No THE arc [WRR
STANDARD
CITY
OF CARMEL STANDARDS
DRAWING
10-12
UNDERDRAIN
NOTE:AL SUG NA MAX SASE
DMIECDCHS MT BE A MNMW
OF S &LBW WE POUTER MD Etli
ME BALTICAT ME TOF
ME STRUCTURE TO ROMW ME
SIOWMST, x T DKOT ROUTE a• rac CIP
FROM THE M"G To ME Y HANMW
USTM u1ERPi STUB. I GRADE
Lu'�[D MY Eaeonnax '.
own) V FINE; FIFE
%' 3, WHIMUM TNCp NM
rum (B• X 6• X 67 IEE-WIE
TOUT
r sSAW
6' MIHMUM. YE SANITMY Y'6 RnD S' SFLm u1alAL
STEW MHNMING, BEDDING
ARD ananu arNL CLEANOUT TYPE 1
(MLA uNDiCMm alaarN WMN
07
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No.
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CLAY TOWNSIDA REGIONAL WASTE DISTRICT
J
ScM119ider
TYPE 1 CLEANOUT DETAIL
Me m/W/N nLL e\ONMW MAMASDUAYAN-M8 M
INSTALLATION REQUIRED
1. EXTENDING 203 FROM DRAINAGE INLETS IN
A "V' PATTERN OR ALONG THE FLOWUNE
STR piqs: 203,204,205,206,207,208,209,
210.211 & 213
2.PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02/
#8 WASHEDJ
INV. = 836.97
OUTLET PIPE
(8 LF OF 12"
HOPE 01.25%)
INV. = 836.E
REVISION RECORD
IREVI
DATE
I
DESCRIPTION
DES BY
APP BY
1
07/27/18
REVISIONS PER T.A.C. COMMENTS
EAG
EAG
OUTLET PIPE
r�(18" RCP)
= 836.72
INV. = 836.97-a'
INV. = 836.97
Z6",WEIRWALL
INLET PIPE OTHERS)
TOP ELEV. = 837.46
(15" RCP)
DIVERSION STRUCTURE (STR# 101)
04 4" PIPE UNDERDRAIN
1 ' UNDER PAVEMENT
NOT TO SCALE
ME
6" MINIMUM -
PRECAST MANHOLE SECTIONI
MAXIMUM
OPENING
4" GREATER
THAN O.D.
OF PIPE
-836
.
8- PRECAST REDUCER CAP
TOP OF WEIR=83Z47 ARREL SECTION
ASTM C-478 CLASS A
REINFORCED CONCRETE PIPE
INV-836.97 4000 PSI
DOWEL g4 REBAR INTO MH WALL
12" DEVELOPMENT IN WEIR WALL
8-
2' SUMP REQ'D.
a INV �Ai479
`2.89' HIGH
x 6" WIDE CONCRETE WEIR WALL
M4 REBAR
STIRRUPS O 12"o.a. SET IN MH BASE
• MANHOLE STEPS
REQUIRED
y4 REBAR 6"
O.C.
DEPTH EXCEEDS
4'-0"
(AT 16- MAX. ON CENTERS)
EACH WAY
STR.#101
- 5FT DIA. BMP DIVERSION MANHOLE
003
10.
NOT TO SCALE
DOWNSTREAM DEFENDER IS '"'NOTE BACKNLL AROUND THE PERIMETER
OF THE STRUCTURE IS DICTATED BY THE
THE PRIMARY BMP INFLUENT/EFFLUENT CONNECTING PIPE
MATERIAL I.E. RCP. HDPE, PVC)
EQUIPMENT PERFORMANCE
The stormwater treatment unit shall adhere to the hydraulic
parameters given in the chart below and provide the removal
efficiencies and storage capacities as follows:
1. Performance objectives: The unit shall be capable of treating the
peak flow rate listed belori
2. Peak treatment flow: �S cfs [85 I/s]
3. Depth of flow in overflow pipe at 1.3 cfs: 6 in. [204mm]
4. Estimated headlossW at 1.3 cfs:2.2 in. [127mm]
5. Sediment storage capacity: 0.70 Cu. yd. [0.54 cu.m.]
6. Oil storage capacity: 70 Gal. [265 liters]
7. Sediment shall be stored in a zone that is isolated from the
main flow path and protected from reintrainment by a benching skirt.
NHeadloss is defined as the difference between static water level at
the inlet of the Downstream Defender to the free water surface in
the overflow pipe, assuming free discharge.
Dimensions are general and intended for guidance only. The
orientation of the inlet pipe and overflow pipe can be adjusted to
site requirements. See site plan for orientation.
y 111riciervid, by Learn Internoteral only apply, to th,,,,km, supplad thin firily, measured hipai wheat cedowermaybudirry, arymmonsuddy,rhubbeft,r part or equipment(or the performance parent resigned.
°Ozops built E manufacturer - y SP- Y y P y Hytr t r n Pa'r f r Named dwomenwnt and r theoft d theur r r t y °f T Pequipment-Ytime- NI already
N 20 International dome. -Xrn tee suppliers T <he m Mena, ma a ho EM t a' Met to D M e subject b Emotions outside of to conditions t fresh A xH t xma a T P - T ry mete international t P19 t i whole
this
Part, the a,ai or any at the ryuiP^ent or structures aF recipients of
now 1p w arettm apthereof,
mispson°of ryTWhad
In ernat drawingna <mrWnu and not m use l be any Paryott other than o e supplied one not ,ewoM1+a, n o n
PARTS LIST
ITEM
SIZE
DESCRIPTION
1
48 in.
1219mm
I.D. CONCRETE MANHOLE
2
30 in.
761mm
MANHOLE LID, FRAME & COVER
3
LEDGER ANGLE (TYP.)
4
SUPPORT FRAME
5
DIP PLATE
6
CENTER SHAFT & CONE
7
BENCHING SKIRT
8
I
FLOATABLES LID W/ VENT
9
12 in.
305mm
OVERFLOW PIPE STUB
10
12 in.
305mm
TANGENTIAL INLET PIPE (BY OTHERS)
11
12 in.
305mm
OVERFLOW PIPE (BY OTHERS)
12
PIPE COUPLING (BY OTHERS)
TITS
Drawn by Checked Eng.
'hecked Prod. Approved by
Title
4-FT DIA. 1219mm
DOWNSTREAM DEFENDER
STANDARD UNIT
GENERAL ARRANGEMENT
Hyd rC?
Irterrnaticrl
94 Hutchins Drive
Portland, Maine 04102
tel: (207) 756-6200
fax: (207) 756-6212
email: hiltech@hil-tech.com
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DATE:
07/20/2018
DWN BY:
KPB
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EAG
SCALE:
N/A
DATE:
07 20 18
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PROJECT
IHJUMEER
T)]�R.00
DRAWING NUMBER
C1001
SHEET 11 OF 15