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24% 6" = RAME AND LIP
PER DRAWING BR29, SP PAGE B074
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- 6"
NOTES:
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL.
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2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
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3.
CASTING TO BE PER DRAWING BR29.
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4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
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5.
OPENING SHOULD BE ON DOWNSTREAM SIDE_
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6.
ALL JOINTS SHALL BE GROUTED.
7.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING
CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING;
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WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
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8.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
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9.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
LARGEST PIPE.
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10.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL
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BOOTS OR APPROVED EQUAL.
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EDITED NOTES
MORTAR FILLET
SANITARY SHALLOW MANHOLE TYPE B
ADOPTED
CH'! Or 11111111112m
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SPAImtlD FLAW
1S! DM 12/98
DWG. NAME: BR37 SP PAGE: 8072
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE B074)
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
A
'B'
'C'
ID'
'E'
48" MH
48
6" MIN.
5"MIN
24" MIN.
21" I.D.
54" MH
54
1 8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60 MH
60
8" MIN.
1 6" MIN.
42" MIN.
30" I.D.
NOTES:
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. ALL JOINTS SHALL BE GROUTED.
6. 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.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
SANITARY YANHOLB
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK' CLIMBING
TYPICAL DETAII•
AND FALL PROTECTION SYSTEM INSTALLED.
ADOPTED
♦� `I♦
Dar ar 10111POR
&Mr DM 04/03
O 17 98 d notea.DWG.
NAME:
BR28 SP PAGE: B071
ADJUSTING RINGS OR BLOCKS
AS REQUIRED. 24"
F.
24" x 6" FRAME AND LOCKING
LID PER DRAWING BR29,
SP PAGE B074
PRECAST VALVE
4" MIN.
CHAMBER CONE
-
12" M
R.C.P. OR EQUAL
-:
.:•'
ADAPTOR
I
'
COLLAR
8" OR
•
RUBBER
12" PIPE
GASKET
.. -
d
+
►b a
•A• ►
-
..
48"
POURED IN
PLACE BASE
NOTES:
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. ALL JOINTS SHALL BE GROUTED.
5. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
7. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
B. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
Added notes.
Added note.
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER INLAND FOUNDRY CO. INC.
No. 817 (LOCKING) OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER").
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SANITARY MANHOLE
EXTRA SHALLOW TYPE C
O ADOPTED
Cif! OP 211211P=
srANDAteD PLUS
LOT UM 12/96
DWG. NAME: BR38 SP PAGE: B073
SPECIFY
LETTERING
l(ANHOLI
AND CiOv a�
ADOPTER
�► car or NO11v
]sr OM 4/9003
DWG. NAME- BR29 SP PAGE: 8074
W (SEE NOTE 4) -
BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL
".R.v
(CLASS A DESIGN)
W (SEE NOTE 4)
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
9019nk, M1Ii7 �19
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) �I
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7)
FOUNDATION LEVEL
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH
"W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL
TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE
WIDTH SHALL BE 1-1/2 I.D. + 18".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES"
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE
DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION
OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
LINE IS MAINTAINED.
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LIMITS OF PIPE ZONE
C
LIMITS OF PIPE ZONE
LIMITS OF PIPE ZONE
V-0"
4-4-97
2-21-91
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
.
♦
ZERO
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
+ A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEVER
ADOPTED
CRi Or BiNTOdf
. )+
\_ STAIMAID PLUS
Lfff D 4/97
DWG. NAME: BW18C SP PAGE: B077
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CALL BEFORE YOU DIG 1-800-424-5555
RECOMMENDED FOR APPROVAL
Incorporated
By:
/
Date: 301�
10230 NE Points Drive, Suite 400
Kirkland, Washington 98033
Phone: (425) 822-4446
By:
Date:
FAX: (425) 827-9577
Internet: WWW.0tak.00M
By:
Date:
30788.001.001.DS
Project No.
By:
Date:
C5.94
Sheet No.
Sheet of
C D 30�`6 WA JON 2 2 2007