HomeMy WebLinkAbout07040021.10NOTE: CASTING SHALL BE INSTALLED SO THAT
THEY DO NOT CONTACT THE LATERAL OR
LATERAL CAP.
20" VESTAL CASTING NTH 12' LID,
LETTERED "SEWER CL
PENTAGONi
EANOUT" WITH
HDPE PIPE TO EXTEND 6 )l
E
MINIMUM 3" ABOVE STON
20"0 FRATCO HDPE METER PIT,
7.2 LBS/FT, MIN. 3' DEEP OR EQUAL
6" FROM TOP OF PIPE TO BOTTOM
OF METER PIT. CONTRACTOR SHALL
NOT ALLOW METER PIT TO CONTACT
LATERAL/TEE-WYE CONCRETE CAP,
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No.
19300219
STATE OF
D I At�
a.
MINIMUM 1" & MAXIMUM 4"
CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
TRACER WIRE
FINAL GRADE
CLEANOUT TYPE 3
(GRASS OR LANDSCAPE SURFACES
BEYOND THREE FEET OF BUILDING)
'6"CCEARANCE FROM TOP OF PIPE
TO TOP OF #8 STONE
—6- MINIMUM (TYP.)
6" SDR35 PVC PIPE
(6' X 6- X 6-) TEE-WYE
6' SEWER LATERAL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
-CTRWD--
4:1 TYPE 3 CLEANOUT DETAIL
Schneider
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File T,.\6K\6366\001\DWGS\DETAUS\]N-DTIS.DW(
I L
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
NEENAH R-1976 OR EAST JORDAN 1578
6' P
WITH SEWER ON CASTING
VC CAP -
r,177�5, W—TrV
36* x 36* x 10' CONCRETE
APRON WITH FIBERMESH
REINFORCEMENT.
—MINIMUM 1' CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
,—TRACER WIRE
FINAL GRADE
fill,
6" PVC PIPE
(6- X 6' X 6-) TEE-WYE
6' SEWER LATERAL
#8 STONE BELOW CONCRETE
APRON TO PREVENT CLEANOUT TYPE 2
SETTLING. EXTEND TO
UNDISTURBED EARTH, (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
STE,?
No.
19300219
1� STATE OF
SO
% �'e, '&DIA'0'_
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
TYPE 2 CLEANOUT DETAIL
Date
File
CTRWD-
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SWAIMARY OF IATERAL INSTALLATION RFOUIP', MLNIS
All houes, bdild,rigs ek, sh�ill connect to the D,srrict s san,lary sewer sy,,e' i wit'in LO ohys of notice providing a sewer is
,I On�y one, builung inayo.,onfiect to tile,
wqh,n 300 feet for Flarnillon COLIntv Of 1110 fee' for Boone Goiniv at !I er pn,4)wt� I;
�i'111�1�r fair, pK aerol oth,frw,se appro-d bv int,
2 No foirv.alior. - Other storm water drains snall be inte,conrected to the sotvot oi&ral installed anc coonnectec to the
sa'Illary sewer
3 The existing sewer linefi om tne building TO the septic fork riav onlybe user;tif slocated unuerabuildingaddrtion pato
)r par4ec or rwewa� A,r test is neon, re(I to show if anceptable for re t,se. Tri, prope rty owne I shal I bea - the cc�t Of al I
toostinq
11 The owner or contr3ctor shalt nofify the, D,sirict prior to coveting the installe�,utelal so that the D[stnct can ni-,IKe at,
fle, ne'uol f,,, thpaispect,on If the in,�,ppf�tion fifids unit a second Inspection i�, iz(_ rcd or contractor is nor On site for
scheduled irspection a, fails to cancel Inspection an artnitional fee of Sl DOI-i0v�,II, de cue This nrubst bepact prior to the
Lme of the follow up if,spection
L, Property owners are rferebv advised that tf�o Cotunt� Doorc of Health refful;ile� triE Operation and maintenance of onvate
sewage dispooal iseptic) is�slon,s The Counly Ordinance pro,�des in pa I if-at Iftor connection to a public sewer a septic"
JAnk ' shall Le �Abari(!,onffc flpi,inpp.c clean) end fillec, camplif,,tely with eanher, at ot stone in a ai. ond sanitary
nanne., F`IeA�� C-Of faCT P le APPMpri8le GOLIcIv Bou rd of Heal Ill for It I hir- n;orl, loran anc I,) notify if to, departmer it Of the
albandonrien!
6 Accotpt�hle. Pipe NIHteWAs
PVC PIPE. SDR 35 or SDR 26, AST-M I S!X INCH PIPE
PVC PRESSURE RATED PIPE SDR21. ASTM D2.241. SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DIRECJ�ONA; DRILL) Yelorninc SIRD 21.
ASTM D224 1, SIX INCH PI RE (Irlse only per appi aval of the District Engineer)
GASKETED JOINTS. ASTM D3212
GASKETS ASTM F477
FITTING& SOR 26 or better (�[O forrico�sZ11lowed,
DUCTILE IRON MECHANICAL COUPLING kN:TH PROPER FITTINGS
-ED NO MORE THAN THREE FEET FROM THE
CLEAN OUTS TO BE 1 OCAI
FOUNDATION AND NO MORE THAN 100 F FIEJ 4PART
Use Number 8 crushed stone or Number 8 fractured face aggregate
Number 8 stone backtill material is to be placed from 6 inches below to 12 inches above the pipe
Tile trench should be. a minimum of 18 inches wide (six inches on both sides of the pipe)
Is C meeting SDR 21
S Laterals shat be installed no, close.-thar 20 fee! from water weils unless PV(_ pt6s,uie qra�e pipe is u e
Any proposeor installation leClUring preSSLre pipe shall bt, viewea an.- acceptea bythe Distrod and the
and AST M D2241
D Vjr,eea tran&for, is mace between SDR 35 tope and pressure grace SDR "I pitse a ouctile,ron gasketeo nie&tanical
t�or,phrifj hah t—,spoll
Laterals hall terminate with,n feet ofthe builu;ry unless the uoricitions in ttOI-n #3 above are mot Nog� �ei eshoall
Installed OUISICe three fee! Ofbuiilinq fc)L nciation llfs
Adoilionar infarv,al;on of, Disincislan,iorns ano, specifications may be f,orn the Disdro-ts office, during business
hours of 8 0(,,1 ch to 4 30 p In Morcay thro�,gln Fi ir 9y All District starcarcs car r�e located on ourwela sile at
'Atis www c1nvoll orq
Clay Fownship ReglonalkNaste District
I C701 North College Suitc A
�roianapolis Indiana 46280
Phone 844-9200 Fax 844-9203
12 Septior, e4flojerit shall not be, porrillpPmA mto tile san'taryse"ver svotiern
13 The District shall inspect ALL laterals Please salt the District officPat F4'j2,�G 24 frours prior to time ofinspectior,
14 Al �s ta be placed or) top of the lateral Tile
Afterinspection hed(finn I,, U.) l)e placed on top
15 Call isetcIevousIs JUPPS! 8003825544 481toursinnorlodigging-
.ateral rev 03 01 0701
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 3' MAXIMUM
EXISTING LATERAL STUB.
FOUNDATION
TEMPORARY
CLUED CAP (FOOTER)
4' SEWER 4
6* MINIMUM. SEE SANITARY
SEWER TRENCHING, BEDDING
AND BACKFILL DETAIL
C4 %
S Te,,� 1�
No.
19300219
STATE OF
SO,
't
11viDIAW, 5�'
�SION
It I
Date
(ONLY LANDSCAPED SURFACES WITHIN
THREE FEET OF BUILDING)
6" PVC CAP
FINAL GRADE
6" PVC PIPE
TRACER WIRE
X 6' X 6') TEE-WYE
SEWER LATERAL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
TYPE I CLEANOUT DETAIL
Schneider
File T:\6K\6366\00
-CTRWD-
NOTE.
SEPARATION BERM WYE RTTW.
A. OPPOSITE SEE LAIIIERALS
1 11 umm Mi TO KILL
TRACER WIM BELL TO SPIGOT WAY BE A&ACIENT
"I . . . . . . . . . L (TYPICAl ALL
PROFfflTY, RIGHT-Of-WAY LATERALS)
OR EASENINT LINE FOR SEPARATION SEE NOTE
ONE PIECE TIE-WW*
REQUIRM RIGHT-OF-WAY, PMUTY
OR EASENENT LINE
6' SDR 35 PIPE
MAIN SEOER LINE
NOTE:
ALL FITTINGS SHALL BE SDR 26.
22.5' OR
ANGLE MLIST BE SIETINEEN'
15' AND 45'.
WWN 4* (CONCRETE CAP
r William
NOT TO EXCEED RYOND FIRSI IRK
JOINT OF WYE IF A WYE IS 20' DEEP,
THD4 CONCRETE CAP IS REMO AT T')
DEE MNEERS DISDIM. MINMILIM
CONOI STRENGTH OF 3500 PSI, 28
* y
DAY COMPRESSIVE STRNTH
NOT
11RAW Iff
(TYPII ALL LAMtALS)
22T OR 4Y 6, MAXIMUM
(I'"IlICAL ALI LATEII
_T_
I CAP FOR
ANGE MUST BE EIETKN FUTLK COMN1ECT1ON
(TWA ALL LAIMALS)
IY ANID W.
.
REOLM FOR DLICTILE IRON TE1_ ��Tj 0 N_
NOTE'
ALL LATERAL BOW SHALL BE
A Cj
AGAINST UNDISTURBED IIIII)ICH.
_04 G
MORE THAN 20 DEEP LESS THAN 20' DEEP
No. NOTE: 0" or SUNCE LATERAL SHALL BE MEASILIRED FROM
FINISHED GLADE TO THIE TOP OF MAIN SENER LEE
19300219
PIPE RE"DAENTS PER DEPTH ARE AS FOLLM
STATE OF S-19' - SOR-35 2V-25! - SOR-26
k4
26' OR GREATR - SDR-U5
D I P"ttk
Ali-
SERMCE LATERAL DETAIL,
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
CTRWD,
SERVICE LATERAL DETAIL
Schneider NORMAL AND DEEP CONNECTION
Date 12/06/06 Ffle T.\CK\6366\001\DWGS\DETAU\IN-DM.D'W1
Date
FINISHED
NOTE' WATER MAIN SHALL BE
LOCATED ON AN UNDISTURBED
UEDGE.
SANITARY SEWER---'f'
0' MINIMUM -10' MINIMUM
JOINT WATER MAJN'-� A JOINT
SANITAR"I
FLOW
VATER MAN
IF 'A' IS
IF "B"' IS
BEDDING TO BE PLACI ON LINDISILIRSED
18* OR MORE
10' OR MORE
EARTH, COMPACTION OF #8 STONE
LESS THAN 18*
LESS THAN 10'
IS MWJL LINDER ALL JOINTS AND FITTINGS.
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F PROPER COMPACTION CANNOT BE ACHIEIIEG�
THEN PLACE A MEMNON OF C OF MIND P%
28 DAY COMPRESSW STRDtM OONGREIE
F AN mEw
AROLINID THE PIPE TO BW ON STAKE
CC
GROUND (PER DIGI PAINTED GREW r X 4" WITH
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ROD OR T POST (DETECTAII
BY METAL DETECTOR, 3' ASK
CO
GLADE) DII to LATMAL ED
A MINIMILIM OF
8' OF 10 STONE OVER OE SEEM (IN MARICEP
ALL LATERALS)
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THE CONCREW CAPPED WYE SHALL BE (TyPCAL
0
PLACID PRIOR TO BAC*1111G. 12' F�RIGEHT-OF-IIIAY
>
FUSHUED GRADE OR EASDOT LINE
ANGLE MLIST BE SIETINEEN'
15' AND 45'.
WWN 4* (CONCRETE CAP
r William
NOT TO EXCEED RYOND FIRSI IRK
JOINT OF WYE IF A WYE IS 20' DEEP,
THD4 CONCRETE CAP IS REMO AT T')
DEE MNEERS DISDIM. MINMILIM
CONOI STRENGTH OF 3500 PSI, 28
* y
DAY COMPRESSIVE STRNTH
NOT
11RAW Iff
(TYPII ALL LAMtALS)
22T OR 4Y 6, MAXIMUM
(I'"IlICAL ALI LATEII
_T_
I CAP FOR
ANGE MUST BE EIETKN FUTLK COMN1ECT1ON
(TWA ALL LAIMALS)
IY ANID W.
.
REOLM FOR DLICTILE IRON TE1_ ��Tj 0 N_
NOTE'
ALL LATERAL BOW SHALL BE
A Cj
AGAINST UNDISTURBED IIIII)ICH.
_04 G
MORE THAN 20 DEEP LESS THAN 20' DEEP
No. NOTE: 0" or SUNCE LATERAL SHALL BE MEASILIRED FROM
FINISHED GLADE TO THIE TOP OF MAIN SENER LEE
19300219
PIPE RE"DAENTS PER DEPTH ARE AS FOLLM
STATE OF S-19' - SOR-35 2V-25! - SOR-26
k4
26' OR GREATR - SDR-U5
D I P"ttk
Ali-
SERMCE LATERAL DETAIL,
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
CTRWD,
SERVICE LATERAL DETAIL
Schneider NORMAL AND DEEP CONNECTION
Date 12/06/06 Ffle T.\CK\6366\001\DWGS\DETAU\IN-DM.D'W1
Date
FINISHED
NOTE' WATER MAIN SHALL BE
LOCATED ON AN UNDISTURBED
UEDGE.
SANITARY SEWER---'f'
0' MINIMUM -10' MINIMUM
JOINT WATER MAJN'-� A JOINT
SANITAR"I
FLOW
VATER MAN
IF 'A' IS
IF "B"' IS
THEN SANITARY SEWER PIPE SEGMENT SHALL BE
18* OR MORE
10' OR MORE
NO SPECIAL PIPE MATERIAL OR GRADE REOUIREMENTS
LESS THAN 18*
LESS THAN 10'
PVC (OTHER ASTIM D 2241 (SDR 21) OR ANSI/AWWA C900 (DR 18)
IM)
OR ANSI/AWWA C905 (DR 21) OR DUCTILE IRON (CLASS 511 MINIM 11
NOTE: SEPARATION DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL CONFORM TO
No
PUBLIC AND COMMERCIAL ESTABLISHMENTS - BULLETIN S.E. 13'
INDIA A STATE BOARD OF HEALTH'S *ON-SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR
WELL/WATER SUPPLY & SEWER CROSSING DETAIL
jk
No.
19300219
IA
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
f1v*1
WATER LINE CROSSING DETAIL
Schneider
File
CT
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No.
9= 1 0000075
13- STATE OF
0
A- X
00
IT 11111I
L%
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DATE: 05/01/07
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
(K) COPYRIGHTED BY THE SCHNEIDER CORP. (2007)
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Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Transportation Engineer
Landscape Architecture ing
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No.
9= 1 0000075
13- STATE OF
0
A- X
00
IT 11111I
L%
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DATE: 05/01/07
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
(K) COPYRIGHTED BY THE SCHNEIDER CORP. (2007)
lf%bl
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Transportation Engineer
Landscape Architecture ing
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