HomeMy WebLinkAboutC802 SANITARY SEWER DETAILS1/2 TRENCH
NEENAH R-1642 W/SELF
SEALING LID (OR EQUAL)
DEPTH MIN. FINISH GRADE STAMPED *SANITARY SEWER"
(GRANULAR MATERIAL TO
A NOTE
...... .... BE USED UNDER ALL A A AA PRECAST CONC.
PAVED AREAS RINGS JOINT CONFORMS TO ASTM C-443
TAPERED CONE
INFI—SHIELD 'UNIEIAND"— SECTION
4' /% 4t OR APPROVED EQUAL SEAL 10
SOIL LLI // /\� 'W PER IMPPIPIPATIMIQ I
PLACEMENT ° / /\� "'
0
00
z
Ld cn 0 . o5 /
lw PRECAST CONCF
Z- W SECTIONS
BEDDING Z
F= z Cy
0- w
W W F
in CIL
I- W
NO. 8 CRUSHED STONE W< Lin *t (16" MAX.)
in -i
Ld
F-
< POP v.
00
SPRING LINE OF PIPE
12" MIN. —"-)
1. D. BUTYL RUBBER COATING
AS PER SPECIFICATION >MANHOLE STEPS
O.D. OF PIPE FOUNDATION
6 MIN. (REQUIRED IN UNSTABLE SOIL)
12
(MIN.) (MIN.)
TRENCH & PIPE EMBEDMENT DETAIL 5
\,
12
�
NORMAL GRADE -
1/4" PER FOOT
MIN.-1/8- PER FOOT
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION. ISOMETRIC PLAN
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR PRESSURE
SEWER MAIN.
30'-\
USE 6" SEWER PIPE MIN
UNLESS OTHERWISE
E
:1 45* MAX. -V J SEWER
SPECIFIED MAIN
APPROX. 90' ,
LONG RADIUS
SECTION A-A
DIAMETER AS SPECIFIED
/X- ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER
I —COVER & SEAL
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
APPROX 90'
USE 6" SEWER PIPE UNLESS
zz OTHERWISE SPECIFIED
LONG RADIUS CURVE
4'
FILL WITH
—CONCRETE
.. . ..... .......
..... 14 .... ...
......... ........... ....... .. . PLAN
PRECAST BASE .......
....
1. 1. 1 .... ..............
...........
... .............. ................. . �#4 ®12" EA. WAY
....................
..............
00
A V ....
O g �0 *0 .0 0 '0
°0. ° .O. 0 .0. , °0. 0 .0. 0 °0. 0 6" MIN. NO. 8 CRUSHED STONE
U-- REQUIRED UNDER MANHOLE BASE
IFOR LEVELING AND SUPPORT
4'-0" MIN. MANHOLE BASE FOR PRECAST
SECTION A-A
SANITARY MANHOLE DETAIL_
CARMEL
f h IN 1-1 /-DIAMETER AS
— — — — - - - - -J --- - - - - -- -F1 - - - - - - SPECIFIED
I I I ON PLANS
I
- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - 0
SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE & LATERAL CAPPING DETAIL
C)
CD
OU
ro
C)
(16
Lr-)
6
0)
C-
C1
CM
CU
C)
00
C-3
U)
ca)
X
0i
C)
CD
co
CU
PLACE 1/2- DIA EXTRUDABLE—'-
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR ..... .....
FLANGE OF CASTING .. . 4 " -12"
..........
........... ..........
NOMINAL
2 6ABUTYL RUBBER
24 I.D.
B ASE EXTV UBLE
PREFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
GASKET DETAIL SECTION A—A
ADJUSTING RING DETAIL
2500 psi CONCRETE
BOTTOM OF TRENCH
(FIGURE 5-4B)
\W
Perspective View-earth cut away
To be used when clear distance between pipes
is 18" or less, or where noted on the drawings.
CONCRETE CRADLE
TYPICAL UTILITY CROSSING
O
Uj
.............
N o.
9800085
-10 t
STATE OF
%. NDIANP
Z
.... ......
S, 70
* .... *
NA
DATE:
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.
(9) COPYRIGHTED BY THE SCHNEIDER CORP.(2001)1
f41110
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
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
Landscape Architecture
Transportation Engineering
DATE:
PROJECT NO.-
4/19/01
1238.V02
DRAWN BY:
CHECKED BY:
DCC
CD
SANITARY SEWER
DETAILS
C\2
N: \1238 \VO02 \DWGS \C802.DWG
SHEET NO.:
(C 2
C)
Cid
z
W
DATE:
PROJECT NO.-
4/19/01
1238.V02
DRAWN BY:
CHECKED BY:
DCC
SHEET TITLE:
SANITARY SEWER
DETAILS
DRAWING FILES:
N: \1238 \VO02 \DWGS \C802.DWG
SHEET NO.:
(C 2
I
1
1�
I
I