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NOTE: WATER MAINS SHALL BE
LOCATED ON AN UNDISTURBED
LEDGE.
10' MINIMUM 10' MINIMUM
WATER MAIN
VT SANITARY SEWER, "A" J(IINT,
TER MAIN
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 REQUIREMENTS
LESS THAN 16'
LESS THAN 10
PVC (EITHER ASTM D 2241 (SDR 21) OR ANSI /AWWA C90D (DR 18)
OR ANSI /AWWA C905 (DR 21) OR DUCTILE IRON (GLASS 51 MINIMUM)
NOTE: SEPARATION DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL CONFORM TO
INDIANA STATE BOARD OF HEALTH'S 'ON -SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR
PUBLIC AND COMMERCIAL ESTABLISHMENTS - BULLETIN S.E. 13"
WELL /WATER SUPPLY & SEWER CROSSING DETAIL
s: Q�GISTF,Q
o '
No. _
19300219 0
STATE OF 4/
%0X" /NDIANP G�
N11111 aa��
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider WATER LINE CROSSING DETAIL
Dnta 12/OR /NMt
CTRWD•
File T: \6%\6366 \001 \DWGS\DETADS\IN- DTIS.DWI
Notes
than 12" of ad]ostment rings
above 12' a barrel section must be added
PLAN VIEW
30 1/2' OUTSIDE DIAMETER
24' INSIDE DIAMETER
1°
1/4' (TYPICAL
:.........::.
PRECAST CONCRETE
ADJUSTING RING
OR FLANGE OF
CASTING
BUTYL RUBBER COATING
KENT SEAL WITH PLASTIC WRAP
COVER
JOINT DETAIL
.: 2 " -12'
1/4' (TYPICAL} -- 1/2'
5/8'
RISER RING THICKNESS
30 1/8' OUTSIDE DIAMETER 4" - 12"
SECTION A -A OUTSIDE DIAMETER 34' OR 36°
A.
isre4Q�'''
RF. 111,
No. o
19300219
70 . STATE OF �4/
�0��
/// 111 H I I I I I I I 1 111111 \ n 111`1`
ADJUSTING RING DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider ADJUSTING RING DETAIL
Date 12/06/06 File T : \BK\6366 \001
CTRWD
- DTIS.DW(
NOTE:
TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE �✓ \
DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY
SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND
ALL OTHER PIPES IS 18' OR LESS, PER ENGINEER'S DIRECTION,
OR WHEN NOTED ON THE ( DISTANCE O MUST BE PROVIDED TO MAINTAIN MINIMUM �/`
STRUCTURAL INTEGRITY OF THE CONCRETE,
- G\ST,&,
� No. Fo
-v 19300219 c
STATE OF
,�'�� 1ND1 ANP G\ `�
rs n ,0 N A L I a `���
3500 PSI
BOTTOM OF TRENCH
7
. 4 A;x
/�' CRADLE SHALL BEAR ON
UNDISTURBED EARTH
PERSPECRVE NEW -EARTH CUT AWAY
CONCRETE CRADLE DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider CONCRETE CRADLE DETAIL
Date 12/06/06
CTRWD
File T: \6K\6366 \001 \DWGS\DETARS\IN- DTIS.DWG
`18° MINIMUM FROM OUTER
OF RESILIENT
:CTORS.
NOTE:
IF SEPARATION IS LESS
THAN 18', THEN ADDITIONAL
REINFORCEMENT (REBAR OR
MESH AREA) SHALL BE
INCREASED AS DEEMED
NECESSARY BY ENGINEER
Qo`•1- A -war
O1 S/1T � -rye
o
No.
19300219
�_ STATE OF %; �NDIANP V�oa:
v%;o_, ONAI � ��`4
� /HIIIIIfNIIIatNN
NOTE:
IF MANHOLE HAS ONLY ONE INFLUENT PIPE WHICH IS APPROXIMATELY
90 DEGREES TO EFFLUENT PIPE, THEN CONTRACTOR SHALL MAINTAIN
A CHANNEL WITH A RADIUS HAVING THE SAME WIDTH AS THE
INFLUENT PIPE.
BENCHWALL DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider BENCHWALL DETAIL
Date 12/06/05
File T: \6K\6366 \001 \DWGS\DETAHS\IN- DTIS.DWG
a
3
6�
INIMUM CLEARANCE OF 4" FROM THE
DEPTH OF COVER AS DETERMINED OUTSIDE OF THE CARRIER PIPE
BY JURISDICTIONAL AUTHORITY WOOD BLOCKING OR STAINLESS STEEL CASING SPACERS AS
5' MINIMUM MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING
(BANDED TO PIPE AT 120• APART AND 7 FEET ON CENTER
TO PREVENT FLOATATION) USE ONLY STAINLESS STEEL
SEAL ENDS WITH CASING SPACERS UNDER RAILROADS.
:-� ' °� r = °� " •': CARRIER PIPE (SEWER)
DOUBLE BRICK ..,
AND MORTAR i — i — — — — — — —
EWER AS PER J
CONSTRUCTION PLANS
S ,\
WELDED STEEL CASING PIPE
� No.
a 19300219
�S STATE OF 4/
. I ANP v�
FILL VOID AREA WITH SAND CEMENT
CELLULAR GROUT MIXTURE AS
APPROVED BY ENGINEER. MIXTURE
MUST BE HOMOGENEOUS AND
MAINTAIN CONSISTENT
CHARACTERISTICS THROUGHOUT
THE ENTIRE CASING.
TYPICAL BORING DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider TYPICAL BORING DETAIL
Date 12/06/06 File T: \6K\6366 \001
NOTE:
6" MINIMUM MEASUREMENT MUST BE FROM
LOWEST JOINT SEAM WHETHER ON THE
INSIDE OR OUTSIDE OF THE STRUCTURE.
6" MINIMUM
FROM JOINT
NEW CORE (0 LO
18" MINIMUM FROM OUTER
EDGE OF RESILIENT
CONNECTORS.
NEW CORE DETAIL
CTRWD•
ISTING OPENING
� RFo
No.
19300219 ix-
�! STATE OF �w
At
11 1111111 I I I I l l t 1111 t111 \1\
gyp. C44-
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CLAY TOWNSHIP REGIONAL WASTE DISTRICT
4 �G
•CTRWD•
NEW CORE DETAIL
Schneider y
gEGIGNA��
Date 12/06/06
File T: \6K\6366 \001 \DWGS\DETAU \IN- DTLS.DAG
TRENCH BOX OR OTHER IOSHA
ACCEPTABLE TRENCH SAFETY SYSTEM
1/2 D + 12' FOR PVC PIPE
1/2 D + 6' FOR DI
1/2 D
SEE FIRST LAYER
BEDDING TABLE BELOW
J2 STONE AS REQUIRED BY
ENGINEER FOR UNSTABLE
SOIL CONDITIONS - DEPTH TO
STABLE GROUND PER ENGINEER
CH WIDTH MAXIMUM 10 FEET
AT TOP OF EXCAVATION
TRENCH WIDTH SHALL NOT EXCEED BOX
WIDTH BY MORE THAN 1.0 FOOT
FIRST LAYER BEDDING TABLE
PIPE SIZE
6' TO 15'
18' 81 OVER
BEDDING BELOW THE
PIPE BARREL AND BELL
MINIMUM = 6'
MINIMUM = 10'
'CLEAN' BACKFILL MATERIAL FREE OF ROCKS,
ETC. LARGER THAN 6' OR OTHER EXTRANEOUS
MATERL (COMPACT TO PREVENT SETTLEMENT).
IN AREAS WITHIN 5' OF ROAD SURFACE, BACKF11.
PER REQUIREMENTS OF INDIANA DEPARTMENT OF
TRANSPRTATION AND COMPACT FILL TO 95%
MODIFIED PROCTOR DENSITY.
NUMBER 8 CRUSHED STONE OR NUMBER 8 FRACTURED FACE
AGGREGATE
FILL MATERIAL IS TO BE PLACED FROM 6 INCHES BELOW TO
12 INCHES ABOVE THE PIPE
THE TRENCH SHOULD BE A MINIMUM OF 18 INCHES MADE,
SHOVEL SLICED, HAND TAMPED AND WALKED IN.
OB CRUSHED STONE SHOVEL SLICED,
HAND TAMPED AND WALKED IN.
(BELL HOLE EXCAVATED)
— SEWER AS
PER CONSTRUCTION PLANS
PIPE SIZE
A
I B
UP TO 1F
I 3 -0
2 -6
18' AND GREATER
I D + 24"
I D + 18'
R' °° SANITARY SEWER TRENCHING.
:Q P ,
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= BEDDING AND BACKFILL DETAIL
1930000 219 �
STATE OF Ev
gsl0NAL V §044
nnm,INfnnWaall °`
CLAY TOWNSHIP REGIONAL WASTE DISTRICT .' "" %AMU.
(41b
SANITARY SEWER BEDDING AND N cTRWD
Schneider BACKFILL DETAIL
s�
REG19N ?ti• VIP
Date 12/06/06
k'ile T: \6%\6366 \001 \DWGS\DETAM\IN- DTIS.DWG
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CERTIFIED BY
J
05/17/2013
DRAWN BY:
W
CHK'D BY:
RLN
JOB NO.
2013.00569
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DATE:
05/17/2013
DRAWN BY:
JCS
CHK'D BY:
RLN
JOB NO.
2013.00569
REVISIONS
SITE
DETAILS
SHEET NO.
C.606
OF