HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Storm Sewer DetailsM
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1 1 2 1 3 1 4 1 5
'SELF-SEALING"
APPLICATION
MANHOLE BASE TO BE
SET ON KENT SEAL ORE
EQUAL. 7
6 1 7 1 8 1 9 I 10
NEENAH R-1642 w/SELF SEALING
LID (OR EQUAL) STAMPED "SANITARY SEWER"
MACHINE BEARING
—S URFACE
FINISHED GRADE
" DIA PRECAST CONCREti ADJUSTER
RINGS 4' MIN -12 MAX
(SEE DETAIL)
INFI-SHIELD "UNI BAND" OR EQUAL MATERIAL.-) ECCENTRIC CONE SECTION
1/4" *1/16" MIN. THICKNESS FROM 2" BELOW NOTE
TOP OF CONE TO 2" OVER FLANGE PER a MANHOLE CONFORMS TO ASTM C-478
SPECIFICATIONS. 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 R33EBAR O 12' O.C.-B.W.
fdIN
`-8'
6'
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 FCR 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 CHANNgL. THE BENCH WALL SHALL SLOPE BACK FROM THE
CROWN AT 1/2 PER FOOT TO THE MANHOLE WALL.
PRECAST REINFORCED CONCRETE DROP MANHOLE
NOTE:
MANHOLE SHALL INCLUDE STEPS. $
MANHOLE STEPS SHALL BE POLYPROPYLENE,
POLYPROPYLENE COATED STEEL REINFORCING CBOZ
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 REQJ REMENTS
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
M
CONCRETE
DAM
FILL WITH
PIPE DIA.
4
DEPTH MIN.
...........
..#4
':':''
rn
FINISH GRADE
STAMPED "SANITARY SEWER"
48" OR 60" DIA
PIPE
DIA.
REQUIRED UNDER MANHOLE BASE
am
VARIES
USED UNDER ALL �"
N
PRECAST CONC.
z' -o' o a. RINGS
PAVED AREAS)
SEE SECTION 5.04K
«
DPW SPECS
TAPERED CONE
B
4
INFI-SHIELD 'UNIBAND"
SECTION
4
Li \�\//\
�
OR APPROVED EQUAL SEAL o
WYE
PER SPECIFICATIONS •11
PLACEMENT
U_
45' BEND f o •: '
--------
Z
BEDDING
DROP PIPE
•
`v ; .
a
CONCRETE
; •, ,%'
cV
NO. 8 CRUSHED STONE
ENCASEMENT
% • ' ' .''
,.�
(2.500 P.S.I.)
L
12" MIN,
ENLARGE FOOTING
SPRING LINE OF PIPE
FOR DROP PIPE.
'- 4.
1. D.
BUM RUBBER COATING
AS PER SPECIFICATION
• 4•. ..Q
..n 33
...p:.. .....a...........a .. .
- 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 R33EBAR O 12' O.C.-B.W.
fdIN
`-8'
6'
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 FCR 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 CHANNgL. THE BENCH WALL SHALL SLOPE BACK FROM THE
CROWN AT 1/2 PER FOOT TO THE MANHOLE WALL.
PRECAST REINFORCED CONCRETE DROP MANHOLE
NOTE:
MANHOLE SHALL INCLUDE STEPS. $
MANHOLE STEPS SHALL BE POLYPROPYLENE,
POLYPROPYLENE COATED STEEL REINFORCING CBOZ
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 REQJ REMENTS
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
M
FILL WITH
SEALING LIDi (OR EQUAL)
DEPTH MIN.
...........
..#4
':':''
rn
FINISH GRADE
STAMPED "SANITARY SEWER"
(GRANULAR
MATERIAL
TO
REQUIRED UNDER MANHOLE BASE
am
BE
USED UNDER ALL �"
N
PRECAST CONC.
z' -o' o a. RINGS
PAVED AREAS)
C2
TAPERED CONE
B
4
INFI-SHIELD 'UNIBAND"
SECTION
4
Li \�\//\
�
OR APPROVED EQUAL SEAL o
PER SPECIFICATIONS •11
PLACEMENT
U_
--------
Z
BEDDING
0
�ZZ_
PRECAST CONCF
SECTIONS
a
cV
NO. 8 CRUSHED STONE
UJ
'* (16• MAX.)7.
L
12" MIN,
SPRING LINE OF PIPE
C1
1. D.
BUM RUBBER COATING
AS PER SPECIFICATION
MANHOLE STEPS
Q
a)
CU
0
C0
A
CM
Q
a
0
M
i
CC
I
n,
-. A
7
R
11 1 12 1 13 j 14
1/2 TRENCH
FILL WITH
SEALING LIDi (OR EQUAL)
DEPTH MIN.
...........
..#4
':':''
EA WAY...i.
O 12a
FINISH GRADE
STAMPED "SANITARY SEWER"
(GRANULAR
MATERIAL
TO
REQUIRED UNDER MANHOLE BASE
BE
USED UNDER ALL �"
N
PRECAST CONC.
z' -o' o a. RINGS
PAVED AREAS)
1 '/jam/jam/j //i//i/
TAPERED CONE
4
INFI-SHIELD 'UNIBAND"
SECTION
4
Li \�\//\
�
OR APPROVED EQUAL SEAL o
PER SPECIFICATIONS •11
PLACEMENT
U_
--------
Z
BEDDING
�ZZ_
PRECAST CONCF
SECTIONS
a
NO. 8 CRUSHED STONE
UJ
'* (16• MAX.)7.
�a„N,o Y.
12" MIN,
SPRING LINE OF PIPE
1. D.
BUM RUBBER COATING
AS PER SPECIFICATION
MANHOLE STEPS
O.D. OF PIPE FOUNDATION
6" MIN. \ (REQUIRED IN UNSTABLE SOIL)
12" `12
(MIN.) (MIN.)
TRENCH PIPE EMBEDMENT DETAI
0802
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'
30'
MIN
45' MAX.
/ ISOMETRIC PLAN
R
LONG RADIUS
SECTION A— A
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER
PRECAST BASE
IT
0802
I ,,-COVER do SEAL
' BELL HOLES SHALL BE PROVIDED I I
AND THE TRENCH PREPARED SO I I
THAT THE BOTTOM IS PROPERLY I I
SUPPORTED THROUGHOUT ITS I
LENGTH.
I I
-T
I I
I,
APPROX 90'-\ I
I I
I
I
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
I � � LONG RADIUS CURVE
` DIAMETER AS
L_ _________ _______ SPECIFIED
I I ON PLANS
'SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE & LATERAL CAPPING DETAIL
15
NOTE
MANHOLE CONFORMS TO ASTM C-478
JOINT CONFORMS TO ASTM C-443
4'-0' DIA.
FILL WITH
.... ......
. '':'':'' ..
.......... .....P.. ...
CONCRETE EE
PLAN
...........
..#4
':':''
EA WAY...i.
O 12a
..'''
'0. 0. 0 O o 0• G
O a O p O p O p O 0
.0 o° 0. o° 0.°° 0 o o' 0•°° 0 0 -0 o 0 0 ° 0
•o°.o°o.o°o•�°o., o.a°o o'o.o°o.°°o.o
---6' MIN. NO. 8 CRUSHED STONE
o°o.°°o•a°o.°°o.o°o.e°o•o°o.°°o•o�c
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
(- 4'-0' MIN. MANHOLE BASE FOR PRECAST
SECTION A- A
SANITARY MANHOLE DETAIL 1
CARMEL 0802
PLACE 1/2' DIA
PREFORMED GA�S
EACH KEYWAY l'
PLAN VIEW 63•
PRECAST CONCRETE
ADJJ�TING RING OR
FLAN OF CASTING ::.►.:.........:: •. 4"-12'
`....:
NNOMIINAAL 1/,�2pp' ggBLLUM RUBBER 24' I.D, 1
GASKET MATERIALE PREFORMED 34"0. D.
SEE DPW SPECS. (�)
GASKET DETAIL SECTION A—A
ADJUSTING RING DETAIL 2
(FIGURE 5-4B) C802
Xjn
2500 psi CONCRETE
BOTTOM OF TRENCH Perspect,'ve View -earth cut oway
\ � To be used when clear distance between pipes
is 18' or less, or where doted on the drawings.
CONCRETE CRADLE
c8o2
TYPICAL UTILITY CROSSING 4
caoz
C1 1n 11 12 1 13 1 14 15
IM
E 19
Revisions
1. BET, 04/09/99, REVISED PER TAC COMMENTS.
2. BET, G4/28/99, REVISED PER TAC COMMENTS
No.
9800085
0- STATE OF
CERTIFIEC BY Z�c
s,5 "
THIS DRAWNG AND THE IDEAS, DESGNS AND CONCEPTS CONTAkiED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE ZiNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN 44OLE OR IN
PART, WIHOUT TT E ARIITEN CONSENT OF THE SCHNODER CORPORAT•ON.
1999, The Schneider Corporation
TJie
&Imeidq
Urporation
L7 �
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS D LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BRENWICK DEVELOPMENT CO.
Village of WestClay
Section 3004
SANITARY SEWER DETAILS
Date Project No. Drawn Approv.
03/19/99 1238.3004 BET, MG
IH
IC
IF
IE
ID
■C
■ WW
Computer Files Sheet No. A
J: \1238\3004\DWGS\C802.D1NG (C (IB -1 1 32 1