HomeMy WebLinkAboutC800 Sanitary Sewer Details-Layout1Notes'.
No more than 12' of adNSlmenI rings
Anything above 12 n barrel seclion must be added
PLAN VIEW
30 I/2" OUTSIDE DIAMETE
24" INSIDE DIAMETER ---
1/4 (TYPICAL)s
1'
1/4" (I
5/8'
3D I/8' DUISIDE DIAMETER __J
APLMmmtw„Rf„„ SECTION A —A
AO A c(
sail OP GIST 7?
o
KENT SEAL
PRECAST CONCRETE
ADJUSTING RING
OR FLANGE OF
CASTING
—BUTTE RUBBER COATING
WIN PLASTIC WRAP
COVER
JOINT DETAIL
2 " -12"
g - 19300219 'et
• STATE OF 4/3
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/2
RISER RING THICKNESS
4' -12
OUTSIDE DIAMETER 34" OR 35"
ADJUSTING RING DETAIL
Schneider
/Date 12/05/06
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
ADJUSTING RING DETAIL
File T: \81(\8366 \O01 \DIN S \DEtAIiS\IN- DTIS.DVIG
NOTE:
TO BE USED SEMEN CLEAR DISTANCE (FROM EXTERIOR POE
DAMEI[R N EXTERIOR PIPE DIAMETER) BETWEEN SANITARY
SEWER PIPING (MANES. LATERALS FORCE MATHS. ETC.) AND
ALL OTHER PIPES IS 18' OR LESS. PER ENGINEER'S DIRECTION.
OR WHERE NOTED W THE CONSTRUCTION PLANS A MINIMUM
CLEAR DISTANCE OF 3' MUST BE PROMDEO TO MAINTAIN
STRUCTURAL INTEGRITY OF THE CONCRETE.
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▪ No. a
- 19300219 ot
STATE OF 4/35
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BOTTOM OF
1500 PSI CONCRE
\ /j / /\\ UNDISTURBED EARN
\ / /j / \: PERSIECfif Vow -EARW CUT AWAY
CRADLE SHALL BEAR ON
CONCRETE CRADLE DETAIL
Schneider
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
CONCRETE CRADLE DETAIL
Date 12/06/06
File T: \62\6366 \001 \TOGS\DET IIS\IN -DTIS.DMG
ENCH
10 FEET
TRENCH BOX OR OTHER IOWA
ACCEPTABLE TRENCH SAFETY SYSTEM
1/2 0 t 12 FOR PVC PIPE
V2 D E 6' MR DI
1/1 D
SEE FIRST LATER
BFLDNG TABLE BELOW
12 STONE AS REWIRED BY
ENGINEER FOR INSTABLE
SUIL CONOIPONS - DEPTH 10
STABLE GROUND PER ENGINEER
Al 10P W EXOAVATI
TRENCH EOM SHALL N01 EXCEED BOX
j" "CLEAN' BACKFILL MATERIAL FREE OF ROCKS
ITC. LARGER THAN 5' OR OTHER EXTRANEOUS
MATERL (COMPACT TO PREVENT SETTLEMENT).
RN AREAS WITHIN 5' OF ROAD SURFACE. BACKFILL
PER REQUIREMENTS OF INDIANA DEPARTMENT OF
TRANSPRIATION AND COMPACT D1 10 95%
MOORED PROCTOR DENSITY.
j \\
Arapaintren
/ /% //
FIRST LAYER BEDDING TABLE
PIPE WE
6.1015
16l OVER
BEDDING BELOW THE
PIPE BARREL AND BELL
MINIMUM • 6'
MINIMUM m 10'
pOWI{INlxlll /„4 „/q
(l's \D Ac *
ox) �EGLSTC193002, STATE DF ,� >' . /NOIANw �aas'
S�” /OVAL'- SAS
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NUMBER 8 CRUSHED STONE OR NUMBER 8 FRACTURED FACE
AGGREGATE
nu MATERIAL IS TO RE PLACED FROM 6 INCHES BELOW 10
12 INCHES ABOVE THE PPE
ME TRENCH SHOULD BE A MINION OF 18 INCHES MBE,
SHOVEL SUQD, HARD TAMPED AND WALKED IN.
y8 CRUSHED STONE SHOVEL SLICED,
HAND TAMPED AND WALKED IN.
(BELL HOLE EXCAVATED)
/
EWER AS
PER CONSTRUCTION PLANS
PIPE SIZE
A
e
UP ro IBS—
3 -0
2 -fi
IC' AND GREATER
0 + 24"
D t 18'
SANITARY SEWER TRENCHING.
BEDDING AND BACKFILL DETAIL
(0)
Schneider
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SANITARY SEWER BEDDING AND
BACKFILL DETAIL
Date 12/06/06
File T: \61(\6366 \ OBI \DIY S \DETAILS\ IN- DTLS.DWG
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SUMMARY OF LATERAL INSTALL T10N REQUIREMENTS
1. AB houses, botnhgs, etc., snag canned to The District's sane sewer system wittnn 90 days of notice frog Ping a sewer is winin 300 feet for
Hamilton County or 100 feel for Boone County of the properly line as defined lnrngn Indiana Code (IC 13.25.5.2). Si* one bulMIrg may
conned to Me sewer main per'aleral unless oterwlse approved by the District.
2. No foupdagon, Sump. Downspouts other storm water drains shaipb M ted lo Dishas sanitary sewer as aidgessed through our 111
Ordinance 12 O8.C8 and IA Pokyfound on our websile al dlwe,rg.
3. The existing sower hie from the building to the sego tank may only be Bd if it is healed under a b lding addnin patio, porch or paved
diveway. Air test Is g a H show l acceptable Io - Tne propeny oggner shall de r tne cost a all .. - g The OW[i Inspector most
duration of the
e The r1 shall potily u [Patrol pi ig the lee /meal so In District can make ped delemgne
I the ()ISMS Sewer liSe ordinance Lateral stubs shall remain capped nigh an Inspector Is ite. Final I shall
only be made under direct supervision or a CTRWDinspector. S a1 nolticonn snag He made 24 bows pear d thr the
inspection. if the inspection tats and a second nspectkm Is required, or cotractor is not on she for scheduled nspecion, or nth to cancel
mepecthn. an addClmatiee of 5100.00wil be me Tnk must be paid pior to me Ole OM follow up hspedhn.
6. Properly owners are hereby advised Mal the County Board of Hearn regulates the operation and maintenance a plvale sewage disposal
(po]c) systems. 1 n County Ordinance provides h pan Ms, upon connection a a p ,iblb sewer, a set* lank'. .shall he abandoned
umped glean) and pled mnpkle'y wild eadh n material or stone in a safe and sanitary mauler' Please contact the appropriate County
Board ul Health for Further'nrorrtri and to vilify the depadmenl of the abandonment..
6. Acceptable Pips Matenais:
PVC PIPE: SDR 95w SDR 26, ASTM D3034. SIX INCH PIPE
PVC PRESSURE RATED PIPE. SDR 21, ASTM D2241, SIX INCH PIPE
HES rHAINEU JOIN f PVC PPE (DIRECTIONAL DRILL): YeWnme SRD 21,
ASTM 02241, SIX INCH PIPE (use oily per aaprovalofhe District Engheer)
OASHETED JOINTS'. ASTM D3212
GASKETS. ASTM P471
FITTINGS. SDR 26 or toter ND 1emco'a allowed).
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS
PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERLgh
IF CONNED NG INTO A LOW PRESSURE FORCE MAIN-
CTRWDnmslceconladedforexl/ anm' rwl ofallowabk pumps and pump regu'eeAems
•1 zs HDPE DR 11 IPS MP) L'dnnedions a-e lo be made INN
Conpnessvo Fittings (Polypropylene or Rmss), MoaaniCal FAings w Eittnausan
ALL PUMF CONNECTIONS
-PUnms located mile than a perpendtaar m or run long¢uddaly along the building for more tan 3' shall
have a dean,Phstal'M and me pipe shall be bansaicned to 6' SDR 35 pipe for connection into the pump
Mallon
CLEAN CUTS ARE TO BE LOCATED ND MORE THAN THREE FEET FROM THE FOUNDATICNANDFOR
GRAVITY LATERALS NO MORE THAN 100 FEET APART(plsaSe see Clean OW Del &IS Type 2 and Type 3for
muItple dearloul in,lelabn requirements ;.
CLEAN OUT CAP REQUIREMENTS: 6' IPVC dreaded Caps
Redding''
Use Number a crushed stone or Number 8 fractured lace aggregate
Number 8 stone back011 modal Is to be paced from 8 inches below to 121n01es above the pipe
The trench should be a minimum el 18 Inches wide (six inches on both sides of the pipe)
Laterals shall be kSSibd no tloser than 20 led Ran wale, wets unhss PVC pressure grade pipe Is used meeing SDR 21 and ASTM D2241.
My proposed installation requhing pressure Pope shall be reviewed and uosp4UJ by the Dssil and the DrstittY engineer prior to
ujJg-n.
B Mere a transition is made belmen SDR 35 pipe and p grade SDR 21 pp met-tonic-al couPlhg shag be used
10. lS shell lenninate wnho f eet ate building unkss the 0011060ns h 03 a0ove eie met No clued ne shall _ -de
Ihree lee of b 0E000 foundeonergs.
11 Ad I I mate n e sa and peetk : may he the Dish-1010.0110e durhg business hours of 800am.te
4:30 pm. Monday g F - v A DIPnn t be !waled on ow web eh al hitPJn ch d.org.
Clay Township Regional OU Ao District
10 /01 Noah College Suite A
Indianapolis, Indiana 45283
Phone: 844-9200 Far 8449203
12. Septic emuenl shall not be pumped out Flo Ile linden/ sewer system.
13. The Datum shag Inspect Al laterals . Phase cal the g tni mice at 84x920024 hours prior m lime of imcedlm
14. Contractors shall lay 14 oil uoe.ona wire the entire lengthofthe Umnlw is be paced on top a the lateral. the used inspector
,Mil vefy pawnor-it of the wire . Alter Inspection. bedding k to he Placed on L.
Wire
Al exteriors swclures and ppig are subject b be tested a nyor televised upon me Ulffiels discretion. Exanre of swaures that may Le
i¢Ldei ale lnaNtdes. gig RenwIols pcno pits. grease inlerceplors. etc. Tes]ny repnrements are lo verify that all strtggesare wage-light
and Ina? they cmfomt l0 the Clsides VI Policy
16 Call before you diyl IUPPS- hdana 011, 48 hours prior to digging.
L AIeral rev 03-26-03V
TEMPORARY
GLUED CAP
NOTE:ALL SLAB AND CRAWL SPACE
CONNECTIONS MUST BE A MINIMUM
OF 3” BELOW THE FOOTER AND EXIT
THE BUILDING AT THE FRONT OF
THE STRUCTURE TO PROVIDE THE
SHORTEST, MOST DIRECT ROUTE
FROM THE BUILDING TO THE
EXISTING LATERAL STUB.
FOUNDATION
(FOOTER)
3' MAXIMUM
6' PVC CAP
FINAL GRADE
:S\ * s 3 MINIMUM
6" PVC PIPE
TRACER WIRE
(6" X 6" X 6 ") TEE -WYE
4" SEVER
6" MINIMUM. SEE SANITARY
SEWER TRENCHING, BEDDING
AND BACKFILL DETAIL
4X6 RIGID 6" SEWER LATERAL
CLEANOUT TYPE 1
(ONLY LANDSCAPED SURFACES WITHIN
THREE FEET OF BUILDING)
4,,
Schneider
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
TYPE 1 CLEANOUT DETAIL
Date 12/06/06
TRUNK
LINE
File T: \ GI( \ 6366 \001 \DIN S\ DETAILS \IN- DTLS.DTG
BUILDING
LATERAL
MINIMUM
SIZE= 4
1/8 BEND
A MINIMUM 4" DIA. PIPE
CLEANOUT SHALL BE INSTALLED
WITHIN THREE (3) FEET OF
OUTSIDE BUILDING WALL. A
PLUG SPECIFIED BY THE PIPE
MANUFACTURER SHALL BE USED
TO ENSURE 100% WATERTIGHT-
NESS.
�IImV=U-
3' FROM
It BUILDING
(TYP.)
oiL
II�
.11 col(
LATERA
MINIMUM
SIZE= 6"
II
I
i --
u � --
�
1/8 BEND
PLAN
iwlj�►����%
ial
•
COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF
6" OF CLASS B CONCRETE
AROUND 1/8 BEND.
ERVICE WYE
V 1 C.I. LOCATOR
ROD MAG-
NETIC I TPER
INSTALLED PER
SECTION 702 -C
VIEW
MIN FALL=
1/4 PER FOOT
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
ELEVATION
30
i1I
RIGHT -OF -�
WAY LINE
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
NOT —TO —SCALE
FINISHED GRADE
NOTE: WATER MAINS SHALL BE
LOCATED ON AN UNDISTURBED
LEDGE.
i
\ \ \
\\ WATER MAIN
\ J.
SANE ARY SEWER..
JOINT
1C MINIMUM
WATER MAIN`
SANITARY SEWER-
A \V
I0• MINIMUM
JOINT
FLOW —
1
IF "Ail IS
IF aB' IS
THEN SANITARY SEVER PIPE SEGMENT SHALL BE
18' DR MORE
10' OR MORE
NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS
LESS MAN 18'
LESS THAN 10'
PVC (EITHER ASTM D 2241 (OUR 21) OR ANSI /AWWA C900 (DR 18)
OR ANSI /AWWA C905 (DR 21) DR WCTILC IRON (CLASS 51 MINIMUM)
NOTE: SEPARATION ISIANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL CONFORM 10
INDIANA STAR BOARD OF HE LTH'S 'ON -SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR
PUBLIC AND COMMERCIAL EST BUSIIMENTS - BULLETIN S.E. 13'
WELL /WATER SUPPLY & SEWER CROSSING DETAIL
. L llIlDNx„„„/ „„
45SPy \o A cce tie
£�ad`O �G{sTEge r 's
•
0
= � C . 1ry3AND00
ToA 2
N1P F *�
r <Q
S S /OEG
. .
Schneider
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
WATER LINE CROSSING DETAIL
Date 12/06/06
File T: \6K\ 6366 \001 \DIN S\DETAILS\IN- DTIS.DWG
m
m
REVISED PER TAC COMMENTS
REVISIONS
CO
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No. 's:
19358
-o• _ `' STATE OF /,Q'
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HAMILTON COUNTY, INDIANA
CLAY TOWNSHIP
DRAWN BY
\RG
CHECKED BY.
BAH
SHEE NO.
C800
& A JOB NO,
55960PUL