HomeMy WebLinkAbout03110012 VOWC Sec. 10003, Construction Plans pg. 20INFI— SHIELD "UNI BAND" OR EQUAL MATERIAL.
1/4" ±1/16" MIN. THICKNESS FROM 2" BELOW
TOP OF CONE TO 2" OVER FLANGE PER
SPECIFICATIONS.
CONCRETE
PIPE DIA.
4
WYE
45' BEND
DROP PIPE
CONCRETE
ENCASEMENT
(2,500 P.S.I.)
ENLARGE FOOTING
FOR DROP PIPE.
MANHOLE BASE TO BE
SET ON KENT SEAL OR
EQUAL.
PIPE DIA.
VARIES
"SELF— SEALING"
APPLICATION
NEENAH R -1642 w /SELF SEALING
LID (OR EQUAL) STAMPED "SANITARY SEWER"
MACHINE BEARING
SURFACE
FINISHED GRADE
PRECAST CONCRETE ADJUSTER
RINGS 4" MIN -12" MAX
(SEE DETAIL)
MIN. 1/2" PER
FOOT SLOPE
FLOW CHANNELS —THE FLOW CHANNELS WITHIN MANHOLES SHALL
BE AN INTEGRAL PART OF THE PRECAST BASE. THE CHANNELS
SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH
PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF THE
FLOW THROUGH THE MANHOLE. THE BENCH WALL SHALL BE FORMED
TO THE CROWN OF THE INLET AND OUTLET PIPES TO FORM A "U"
SHAPED CHANNEL. THE BENCH WALL SHALL SLOPE BACK FROM THE
CROWN AT 1/2" PER FOOT TO THE MANHOLE WALL.
NOTE:
MANHOLE SHALL INCLUDE STEPS.
MANHOLE STEPS SHALL BE POLYPROPYLENE,
POLYPROPYLENE COATED STEEL REINFORCING
OR AN APPROVED NON- CORROSIVE FIBERGLASS
MATERIAL. THE COPOLYMER POLYPROPYLENE
SHALL MEET THE REQUIREMENTS OF ASTM D -4101
REINFORCED WITH DEFORMED 3/8" MIN. DIAMETER
REINFORCING STEEL CONFORMING TO THE REQUIREMENTS
OF ASTM A -615, GRADE 60. NON COATED CAST IRON
STEPS ARE NOT ACCEPTABLE. STEPS SHALL BE A
MAXIMUM OF 24" FROM TOP, 24" FROM BOTTOM AND 16"
SPACING BETWEEN. STEP TO MANHOLE INTERFACE SHALL
[ECCENTRIC CONE SECTION
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
0 —RING GASKET BETWEEN ALL RISER AND CONE
SECTIONS, PLUS 1/2" EXTRUDABLE GASKET
(KENT SEAL OR EQUAL)
PIPE TO MANHOLE GASKET MEETING ASTM C -443 SHALL
BE CAST INTO MANHOLE SECTION AT THE TIME OF
MANUFACTURING. GASKET SHALL BE DESIGNED TO
WITHSTAND UP TO 30" OF WATER PRESSURE
PRECAST CONCRETE
SECTIONS
#4 REBAR 12" O.C. —B.W.
MIN
8"
BEDDING: MATERIAL 6" #8 CRUSHED STONE MINIMUM
PRECAST REINFORCED CONCRETE DROP MANHOLE
1/2 TRENCH
s DEPTH MIN.
1.01400:10.
��jj j j% \j
w
o \j\
SOIL
PLACEMENT
U
z
W
cc
12" MIN.
NO. 8 CRUSHED
STONE
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1 PAVED AREAS) 1, j %/i\ /i
K
4'
BEDDING
O.D. OF PIPE
FOUNDATION
6" MIN. �12„ (REQUIRED IN UNSTABLE SOIL)
NO. 8 CRUSHED 12"
STONE (MIN.) (MIN.)
TRENCH PIPE EMBEDMENT DETAIL 5
SANITARY SEWER 8O
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
APPROX 90'
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
APPROX. 90'
Lc
-r
PLAN VIEW
CONNECTION. TO MAIN SEWER
C B 0 1
L
A
4'
I I
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
30° -m
MIN
45' MAX.
COVER SEAL
LONG RADIUS
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
SECTION A -A
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
WYE LATERAL CAPPING DETAIL
RISER RINGS SHALL BE SEALED USING
INFI- SHIELD UNIBAND, SEE SPECIFICATIONS
FOR MORE INFORMATION o
MAIN
SEWER
BUTYL RUBBER COATING
AS PER SPECIFICATION
DIAMETER AS
SPECIFIED
ON PLANS
FINISH GRADE
PRECAST BASE
00
N)
W
ce
5
C'J
W
w W
o
w
0
1-
l
V.
BOTTOM OF TRENCH
I, i►
2' -O" DIA. ;s
..a
F<c,;
(16" MAX.)
MANHOLE STEPS
4' -0" DIA.
p 4 G
O, p O, 0 O, p u O, p v O, p 0, 0 O, p u O, 0
1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O• p O• p O p O* p O p O .0'0 0'
0 0 p O. 0 •p 0. 0 •p O.
4' -0" MIN. MANHOLE BASE FOR PRECAST
SECTION A -A
SANITARY MANHOLE DETAIL
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
NOMINAL1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
GASKET DETAIL
2500 psi CONCRETE
SANITARY
SEWER
NEENAH R- 1642 -A W /SELF
SEALING LID (OR EQUAL)
STAMPED "SANITARY SEWER"
FILL WITH
CONCRETE
emo-‘1
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
ADJUSTING RING DETAIL (FIGURE 5 -4B)
a
FicuRE s —ae)
CONCRETE CRADLE
MAIN 4--�a
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
,D1
WATER MAIN
#4 CO 12" EA. WAY
PRECAST CONCRETE
SECTIONS
A
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
6" MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
CARMEL
SECTION A —A
TYPICAL UTILITY CROSSING
PLAN
Perspective View —earth cut away
To be used when clear distance between pipes
is 18" or less, or where noted on the drawings.
802
Q N T
No.
0000075
STATE OF
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/111/11111 mu u
E t44.,04,
DATE: 11/12/03
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. (2003)
tab,
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
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DATE:
10/31/03
DRAWN BY:
DCC
PROJECT NO.:
1238.1003
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
DETAILS
DRAWING FILES:
N: \1238 \1003 \DWGS \C802.DWG
C:02