HomeMy WebLinkAbout04100003 VOWC Sect 5002, Construction Plans, pg 16DATE:
10/05/04
PROJECT NO.:
1238.5002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
DETAILS
DRAWING FILES:
N: \1238 \5002 \DWGS \C802.DWG
SHEET NO.:
C 01) 02
INFI- 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
ENCASEMENT
(2,500 P.S.I.)
ENLARGE FOOTING
FOR DROP PIPE.
"SELF- SEALING"
APPLICATION
MANHOLE BASE TO BE
SET ON KENT SEAL OR
EQUAL.
CONCRETE D
NEENAH R- 1642 -A w /SELF SEALING
/LID (OR EQUAL) STAMPED "SANITARY SEWER"
MACHINE BEARING
SURFACE
FINISHED GRADE
PRECAST CONCRETE ADJUSTER
RINGS 4" MIN -12" MAX
(SEE DETAIL)
ECCENTRIC CONE SECTION
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
MIN. 1/2" PER
FOOT SLOPE
PRECAST CONCRETE
SECTIONS
#4 REBAR 12" 0.C. -B.W.
8"
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
NOTE
BEDDING: MATERIAL 6" #8 CRUSHED STONE MINIMUM
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.
PRECAST REINFORCED CONCRETE DROP MANHOLE
SOIL
PLACEMENT
12" MIN.
6" MIN.
1 /2 TRENCH
DEPTH MIN.
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1 PAVED AREAS)
4'
BEDDING
4'
+I r, \k\ alr, alr
SPRING LINE OF PIPE
0.D. OF PIPE FOUNDATION
12" (REQUIRED IN UNSTABLE SOIL)
iz'
(MIN.) (MIN.)
TRENCH PIPE EMBEDMENT DETAIL
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°
APPROX. 90°
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
0
-r
NORMAL GRADE
1/4" PER FOOT
MIN.-1/8" PER FOOT
PLAN VIEW
CONNECTION TO MAIN SEWER
1
A
7 COVER SEAL
I USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
30°
MIN
45° MAX.
LONG RADIUS CURVE
*SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
NO. 8 CRUSHED STONE
ISOMETRIC PLAN
MAIN
SEWER
LONG RADIUS
SECTION A-A
DIAMETER AS SPECIFIED
Z
ON PLAN OR SCHEDULE
WYE LATERAL CAPPING DETAIL
DIAMETER AS
SPECIFIED
ON PLANS
FINISH GRADE
INFI- SHIELD "UNIBAND"
OR APPROVED EQUAL SEAL
PER SPECIFICATIONS
o�Z
Z J
U
W W.
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W CO
w J akj
W
Q N
r+}
BUTYL RUBBER COATING
AS PER SPECIFICATION
PRECAST BASE
CO
0
w
L
w
a_
�w
wo
w
O
i
2' -0" DIA.
6
BOTTOM OF TRENCH
(16" MAX.)
MANHOLE STEPS
4' -0" DIA.
NEENAH R- 1642 -A W /SELF
SEALING LID (OR EQUAL)
STAMPED "SANITARY SEWER"
'o ,pvo•p"o•p"O o. o. 'o. .'0•.`
p a p O o O o O a
p p° a° p° a° p° a° p O,
°o o °o o o o °0 p o O o o O o O o O o O o
•p °o•p °a,o°O. o °o •0
o °a °a, °o,
4'-0" MIN. MANHOLE BASE FOR PRECAST
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
2500 psi CONCRETE
s
L
NOMINAL 1/2" /2" BUTYL RUBBER
BASE EXTRUDABLE RE ORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
SANITARY OR STORM
SEWER
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
/GAS MAIN
WATER MAIN
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
PRECAST CONCRETE
SECTIONS
FILL WITH
CONCRETE
#4 12" EA. WAY
SECTION A -A
SANITARY MANHOLE DETAIL
PLAN VIEW
(FIGURE 5 -4B)
CARMEL
GASKET DETAIL SECTION A —A
ADJUSTING RING DETAIL
CONCRETE CRADLE
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
PLAN
Perspective View —earth cut away
To be used when clear distance between pipes
is 18" or less, or where noted on the drawings.
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TYPICAL UTILITY CROSSING �oZ
1 0 1 1 I I I I7 I N y
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000
STATE OF
ND I AN
S ONAL
2 J TL ti
DATE: 10/05/04
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)
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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