HomeMy WebLinkAbout06010010.16"SELF- SEALING"
APPLICATION
MANHOLE BASE TO BE
SET ON KENT SEAL OR
EQUAL.
DIA
NEENAH P- 1642 -A w /SELF SEALING
LID (OR E:)UAL) STAMPED "SANITARY SEWER"
MACHINE BEARING
SURFACE
'FINISHED GRADE
PRECAST CONCRETE 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 a
SPECIFICATIONS. MANHOLE CONFORMS TO ASTM C -478
CONCRETE JOINT CONFORMS TO ASTM C -443
DAM
PIPE DIA.
4
PIPE DIA. 48" OR 60" DIA
VARIES
SEE SECTION 5.04K
0 a
DPW SPECS
° a-
}
WYE
a• Z
45' BEND o
DROP PIPE a ' N
CONCRETE a
ENCASEMENT °
(2,500 P.S.I.)
ENLARGE FOOTING •,°
FOR DROP PIPE. _
a 44 4 AAIAI
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 0 12" O.C. -B.W.
MIN
^' ',- 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
NOTE1:
MANHOLE SHALL INCLUDE STEPS. $
MANHOLE STEPS SHALL BE POLYPROPYLENE,
POLYPROPYLENE COATED STEEL REINFORCING C$02
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
NOTE2:
THE FIRST SECTION OF PIPE OUT OF A DROP MANHOLE SHALL
BE CONSTRUCTED OF DUCTILE IRON.
3
T
SOIL
PLACEMENT
1 /2 TRENCH
DEPTH MIN I
S
r-
Q
LLJ
D
U
Z
w
12" MIN.
WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL
BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO
NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW
AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE
(INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD
PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF
JURISDICTIONAL AUTHORITY IF MORE STRINGENT.
,III, all, all, all,
-B-BORROW
SPRING LINE OF PIPE
BUTYL RUBBER COATING
AS PER SPECIFICATION
I--,I O.D. OF PIPE FOUNDATION
6" MIN. (REQUIRED IN UNSTABLE SOIL)
12 12"
(MIN.) (MIN.)
SANITARY_ TRENCH & PIPE EMBEDMENT DETAIL 02
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
LUNG HADIUS
SECTION A —A
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER r6--�
C802
I �-- COVER & SEAL
* BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO USE 6" SEWER PIPE UNLESS
THAT THE BOTTOM IS PROPERLY I OTHERWISE SPECIFIED
SUPPORTED THROUGHOUT ITS
LENGTH.
I I
I I
I I
APPROX 90' I
I I
I I
LONG RADIUS CURVE
I
- -- DIAMETER AS
- - -_
L_ --- - - - - -- SPECIFIED
ON PLANS
*SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE & LATERAL CAPPING DETAIL
0802
PRECAST BASE
:T
MANHOLE STEPS
4' -0" DIA.
FILL WITH
CONCRETE
PLAN
D.....a.. ......
.'a.'.........
a ......'... #4 ®12" EA. WAY
o • o o . o ..o : o . o.. o . o c . o..
.-0 :.o . o.: o.. o o
o,o °o,p °o,o °o.o °o.o °o,o °o.o °o
o• o° o.o °o•o °o•o °o•o °o.o °a•o °o•o °o•o '-6" MIN. NO. 8 CRUSHED STONE
°° o. o °o•o °o• ° °o•o °o•o °o•o °o•e °o•o °o REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
4' -0" MIN. MANHOLE BASE FOR PRECAST
SECTION A —A
SANITARY MANHOLE DETAIL
CARMEL C8O2
NOTE
M A N H 0 L F Cv'aCUVrq
JOINT CONFIORM !, .,-, ,
PLACE 1/2- DIA 1
PREFORMED GASKL I MA ILHIAL IN
EACH KEYWAY (SEE DETAIL).
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL j /2— BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
GASKET DETAIL SECTION A —A
63'
4 " -12"
1/2"
ADJUSTING RING DETAIL 2
(FIGURE 5 -4B) C802
2500 psi CONCRETE
BOTTOM OF TRENCH
\Y
; �✓
Perspective View -earth cut away
\ To be used when clear distance between pipes
is 18" or less, or where noted on thQ drawings.
CONCRETE CRADLE 3
cso2
SANITARY OR STORM
SEWER --, 0
TYPICAL UTILITY CROSSING 4
0802
I�
i
i
I
L
h�
gl
\\\\\\ `\ ���11p11111111111/////zj//,X�
��CjN T
BU
4� 'q O\STERFj �
No.
i 000007..E
-�;O_ STATE OF ;
I; r %` ^`;,;z
fI i
T.
lh-
Lk ',E
lj�7
h; ti ?- tq;
n�Tl w, i
rN
Cy i�E
I
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032 i.
Telephone: 317.569.8 i 12 I'
Fax: 317.826.6410 j
www.schneidercorp.cor -,
'I
Architecture 'I
Civil Engineering
Environmental Engine -ny
Geotechnical Servi�e -.
GIS * LIS
Home BUi!der
Interior es
__�andscape
„i
I I
I
l
1F1 I
(Z ;
I r
Q) �.
�
C) O Q
o
F--I
0:5 W z
r 4 w i
I
I
I
NEENAH R- 1642 -A W /SELF
5n jJ s:}lE'1 'Z e2 38.1501
SEALING LID (OR EQUAL)
FINISH GRADE
STAMPED "SANITARY SEWER"
v xa
- - TIT! ;- - - ---]� -- - - - - -- - - -
PRECAST CONC.
RINGS
2' -0" DIA.
,n�.LLJ
z
�I
TAPERED CONE
INFI - SHIELD "UNIBAND"
I
Ig
i
SECTION
OR APPROVED EQUAL SEAL o
PER SPECIFICATIONS
a
4
n
PRECAST CONCI
°w
z
0 z
2
<r
FZ�C3
U —
W
WLiz
Li
W
LU
V)
Wa
W
:2
>'
�aC'�
O v.
BUTYL RUBBER COATING
AS PER SPECIFICATION
I--,I O.D. OF PIPE FOUNDATION
6" MIN. (REQUIRED IN UNSTABLE SOIL)
12 12"
(MIN.) (MIN.)
SANITARY_ TRENCH & PIPE EMBEDMENT DETAIL 02
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
LUNG HADIUS
SECTION A —A
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER r6--�
C802
I �-- COVER & SEAL
* BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO USE 6" SEWER PIPE UNLESS
THAT THE BOTTOM IS PROPERLY I OTHERWISE SPECIFIED
SUPPORTED THROUGHOUT ITS
LENGTH.
I I
I I
I I
APPROX 90' I
I I
I I
LONG RADIUS CURVE
I
- -- DIAMETER AS
- - -_
L_ --- - - - - -- SPECIFIED
ON PLANS
*SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE & LATERAL CAPPING DETAIL
0802
PRECAST BASE
:T
MANHOLE STEPS
4' -0" DIA.
FILL WITH
CONCRETE
PLAN
D.....a.. ......
.'a.'.........
a ......'... #4 ®12" EA. WAY
o • o o . o ..o : o . o.. o . o c . o..
.-0 :.o . o.: o.. o o
o,o °o,p °o,o °o.o °o.o °o,o °o.o °o
o• o° o.o °o•o °o•o °o•o °o.o °a•o °o•o °o•o '-6" MIN. NO. 8 CRUSHED STONE
°° o. o °o•o °o• ° °o•o °o•o °o•o °o•e °o•o °o REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
4' -0" MIN. MANHOLE BASE FOR PRECAST
SECTION A —A
SANITARY MANHOLE DETAIL
CARMEL C8O2
NOTE
M A N H 0 L F Cv'aCUVrq
JOINT CONFIORM !, .,-, ,
PLACE 1/2- DIA 1
PREFORMED GASKL I MA ILHIAL IN
EACH KEYWAY (SEE DETAIL).
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL j /2— BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
GASKET DETAIL SECTION A —A
63'
4 " -12"
1/2"
ADJUSTING RING DETAIL 2
(FIGURE 5 -4B) C802
2500 psi CONCRETE
BOTTOM OF TRENCH
\Y
; �✓
Perspective View -earth cut away
\ To be used when clear distance between pipes
is 18" or less, or where noted on thQ drawings.
CONCRETE CRADLE 3
cso2
SANITARY OR STORM
SEWER --, 0
TYPICAL UTILITY CROSSING 4
0802
I�
i
i
I
L
h�
gl
\\\\\\ `\ ���11p11111111111/////zj//,X�
��CjN T
BU
4� 'q O\STERFj �
No.
i 000007..E
-�;O_ STATE OF ;
I; r %` ^`;,;z
fI i
T.
lh-
Lk ',E
lj�7
h; ti ?- tq;
n�Tl w, i
rN
Cy i�E
I
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032 i.
Telephone: 317.569.8 i 12 I'
Fax: 317.826.6410 j
www.schneidercorp.cor -,
'I
Architecture 'I
Civil Engineering
Environmental Engine -ny
Geotechnical Servi�e -.
GIS * LIS
Home BUi!der
Interior es
__�andscape
„i
I I
I
l
1F1 I
(Z ;
I r
Q) �.
�
C) O Q
o
F--I
0:5 W z
r 4 w i
I
I
I
5n jJ s:}lE'1 'Z e2 38.1501
D AWN B`: CHECKED L�t:
j
- - TIT! ;- - - ---]� -- - - - - -- - - -
-
,n�.LLJ
z
�I
�a
SHEET NO.:
I
Ig
i