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OWM NAME 9844 SP PAGE: 9106
4' COMPOUND METER SERVICE
24 "x 6" FRAME AND UP
PER DRAWING BR29.
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24" .
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12" ~
4" s 54"
1
4, a • •
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• 6"-
4" MIN. TO
12" MAX.
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
8. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES. INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
d. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
BANITARY MIALLOW MANHOLE T"Z B
ADOPTED
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DWG. NAME: OR37 SP PAGE: 8072
aI � I C °�° TYPE B ALLOW MANHOLE
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BASE
THICKNESS
MAXIMUM
KNOCKOUT
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
irs2 /ft IN EACH DIRECTION
ILL
MOAN
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Z
MORTAR ��" N �
,
iv '�
REINFORCING STEEL
FILLET
0.15
a
54"
4.5"
an
42"
8"
0.19
6
60'
5"
Ln
INTEGRAL
BASE
BASE CAST
PRECAST
WITH
IN PLACE
RECOMMENDED APPROVAL
0
- �
I.
w
BACKFILL
' '
8'
FOR PIPE
FOR
I
ZONE
SEPARATE
BEDDING
BASE
By: Date:
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K. \Prujec;i!% \ i S i (i �:A Architects) \001 -04 (Parkside at 95 Burnett) \Dwg \sheets \PB - utdt02.dwq - Scale: 40
411111 •
SEC. 17., T. 23 Not R. SE, W.M.
CAP, AND WHERE
CLEANOUT IS IN PAVEMENT;
IRON RING do COVER PER
IFCO #247 OR EQUIVALENT
z L45• WYE
TEE, CROSS, OR 45' WYE
AT BENDS
PERMANENT CAP
OR CONNECT PIPE
n
CLEANOUT_
cs.o
CATCH BASIN FRAME
AND VANED GRATE OR
MANHOLE RING AND
COVER
HANDHOLD
» RECTANGULAR
4 MIN. ADJUSTMENT SECTION
1 6w MAX. OR CIRCULAR
s ,t
00 FLAT SLAB TOP ADJUSTMENT SECTION
�• - 48" 54" 600x_
72 OR 96 MORTAR (TYP.)
law• '.•. '
• ':-.
STEPS OR
LADDER
s- 32X703
IFt 1C) L L 2 �O .0
FOUNDATION DRAINAGE DETAIL
1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO
FACILITATE CLEANING.
3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR
CAST INTO ADJUSTMENT SECTION.
4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO
2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS
INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STD. SPEC. 9 -04.3.
CATCH 0651bi DIMENSIONS PPE ALLOWANCE S
CATCH
BASIN
DIAMETER
.-.► C====
. a
N
BASE
THICKNESS
MAXIMUM
KNOCKOUT
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
irs2 /ft IN EACH DIRECTION
. ,
MOAN
4.8"
Z
MORTAR ��" N �
,
iv '�
REINFORCING STEEL
FILLET
0.15
0.23
54"
4.5"
an
42"
8"
0.19
6
60'
5"
SEPARATE
INTEGRAL
BASE
BASE CAST
PRECAST
WITH
IN PLACE
RISER "0" RING
GRAVEL
- �
I.
w
BACKFILL
' '
8'
FOR PIPE
64"
:16"
ZONE
SEPARATE
BEDDING
BASE
PRECAST
s- 32X703
IFt 1C) L L 2 �O .0
FOUNDATION DRAINAGE DETAIL
1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO
FACILITATE CLEANING.
3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR
CAST INTO ADJUSTMENT SECTION.
4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO
2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE
KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS
INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STD. SPEC. 9 -04.3.
CATCH 0651bi DIMENSIONS PPE ALLOWANCE S
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
irs2 /ft IN EACH DIRECTION
INTEGRAL
SEPARATE
4.8"
4"
on
36"
an
0.15
0.23
54"
4.5"
an
42"
8"
0.19
0.19
60'
5"
8'
48"
8"
0.25
0.25
72"
6"
Be
we
12'
0.24
0.35
96"
8'
12'
64"
12'
0.29
0.39
CATCH BASIN -TYPE 2
FR 0'8 5
CATCH
WIN
DIAMETER
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
CONCRETE
ALL
M
CPSSP
(1)
WALL
PVC m
PROFILE
PVC (3)
48"
24"
30"
24"
27'
30'
54'
30"
36"
WE
27"
36"
60"
36"
42"
36"
36"
42"
72"
42"
54'
42"
36'
48'
r
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96" 60" 72" 60" 36" 48" O
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([)CORRUGATED POLYETHYLENE STORM SEWER PIPE (Std. Spec. 9- 05.20) O
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Grading, Drainage
a I
Utility Details
SHEET NO.
C50 2
ca ' s s2��o3
200327
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