HomeMy WebLinkAboutC802 Sanitary Sewer DetailsDATE:
11/30/04
PROJECT NO.:
1238.1202
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER DETAILS
DRAWING FILES:
N: \1238 \1202 \DWGS \C802.DWG
SHEET NO.:
C:02
MANHOLE CASTING SCHEDULE
MANUFACTURER
SELF SEALING
WATERTIGHT
NEENAH
R -1642A
R- 1916 —F1
EAST JORDAN
1045Z2
1045WT
FINISH GRADE
CASTING SHALL BE EITHER SELF SEALING OR WATERTIGHT,
(SEE PLAN PROFILE SHEETS FOR CASTING TYPE). LIDS
SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED
PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2"
KENT SEAL OR SINGLE ROW OF 1" KENT SEAL
(SEE MANHOLE CASTING SCHEDULE).
INFISHIELD
"UNIBAND"
BUTYL RUBBER
I.D.
PRECAST CONCRETE ADJUSTING RING
DOUBLE ROW OF KENT SEAL
MANHOLE STEPS PER SPECS
MIN. CONCRETE ENCASEMENT
6" MIN. COMPACTED #8 STONE
SANITARY MANHOLE TYPE "B"
NOT TO SCALE
INTERIOR JOINTS AND LIFT HOLES
SHALL BE SEALED WITH NON— SHRINK
GROUT PER SPECS, NO GROUT ABOVE TOP
OF CONE SECTION
SET BARREL JOINTS WITH RUBBER TYPE GASKET
EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF
Y2" KENT SEAL OR SINGLE ROW OF 1" KENT SEAL.
MANHOLE REINF. PER ASTM SPECS
PIPE DIA. PER PLAN PROFILE
BENCHWALL SHALL BE CLASS "B" CONC.
BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA
MANHOLE TO PIPE CONNECTION BOOTS,
INCLUDING LATERALS, SHALL BE A —LOCK, DURA
SEAL OR APPROVED EQUAL. PRESS —SEAL,
KOR —N —SEAL AND OTHER FLEXIBLE BOOTS
SHALL NOT BE USED IN MANHOLES WITH PIPE
INVERT DEPTHS OF 14 FT. OR GREATER.
■I! Ir,
SOIL
PLACEMENT
LLJ
12" MIN.
6" MIN.
1/2 TRENCH
DEPTH MIN.
APPROX 90°
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS) 1
APPROX. 90°
rt
4'
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
BEDDING
O.D. OF PIPE
12
(MIN.) (MIN.)
TRENCH PIPE EMBEDMENT DETAIL
C802
NORMAL GRADE
1/4" PER FOOT
MIN.-1/8" PER FOOT
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION.
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR
SEWER MAIN.
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
A
PLAN VIEW
CONNECTION TO MAIN SEWER
J
L
4
\--12"
COVER SEAL
aII, alr,
SkiLallt
/j //i/
NO. 8 CRUSHED STONE
SPRING LINE OF PIPE
FOUNDATION
(REQUIRED IN UNSTABLE SOIL)
30°
MIN
45° MAX.
LONG RADIUS
SECTION A —A
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
LONG RADIUS CURVE
SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
ISOMETRIC PLAN
MAIN
SEWER
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
WYE LATERAL CAPPING DETAIL
INFI— SHIELD "UNIBAND"
OR APPROVED EQUAL SEAL
PER SPECIFICATIONS
DIAMETER AS
SPECIFIED
ON PLANS
FINISH GRADE
2
v)
ca U
0 Z
1--Z
W J a:
Lu
w qj
WQ
N
BUTYL RUBBER COATING
AS PER SPECIFICATION
PRECAST BASE
w
5
0
W H
1- W
W 0
W
0
BOTTOM OF TRENCH
i
2' -0" DIA.
twi
4' -O" MIN. MANHOLE BASE FOR PRECAST
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
GASKET DETAIL
if V
Ne
2500 psi CONCRETE
SANITARY
SEWER
(16" MAX.)
MANHOLE STEPS
4' -0" DIA.
....a.....
..4..
NEENAH R- 1642 -A W /SELF
SEALING LID (OR EQUAL)
STAMPED "SANITARY SEWER"
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL 1 2" BUTYL RUBBER
BASE EXTRUDABLE PRE ORMED
GASKET MATERIAL (TYP�
SEE DPW SPECS.
WATER MAIN
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
•0 O• o O• o O• 0'0•0 0•0 0•0 0•0 0• O
o °0 o O o 0•0
o O, o 0 o 0• o 0• o 0• o 0• o 0• o 0• o
o '0 •0 °0 0•0 0•0 0•0'0•0 0•0 0•. 0•
CONCRETE
1
SECTION A —A
SANITARY MANHOLE DETAIL
PLAN VIEW
/GAS MAIN
z
PRECAST CONCRETE
SECTIONS
FILL WITH
#4 12" EA. WAY
D
6" MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
CARMEL
SECTION A—A
ADJUSTING RING DETAIL
(FIGURE s —ae)
CONCRETE CRADLE
TYPICAL UTILITY CROSSING
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
PLAN
Perspective View —earth cut away
To be used when clear distance between pipes
is 18" or less, or where noted on the drawings.
al I,
j
n Trn �'i/,%
N O V
�P STE Rl 'Q �F%
N o.
L 0000075
S TATE OF
/NDIANP.
r nInrruIIflI
E t e ,...44.,
DATE: 3/1/04
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.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
‘b,
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
0
0
Q
z
as