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/ AS .REQUIRED. 24.. LID PER DRAWING BR29,
SP PAGE 8074
4' MIN. 70 PRECAST VALVE 4 MIN. TO
12" MAX.
CHAMBER'CONE _ 12" MAX. x
ED R.C.P. OR EQUAL
ADAPTOR
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11 - GASKET 12" PIPE
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BACKFILL MATERIAL
(SEE NOTE L CONCRETE CLASS C
(SEE NOTE8) C FOUNDATION LEVEL l l
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30788.001.001.DS
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By: Date:
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24 "X 6" FRAME AND UP
/ PER DRAWING BR29, SP PAGE B074. ADJUSTING RINGS OR BLOCKS 24" X 6" FRAME AND LOCKING
/ AS .REQUIRED. 24.. LID PER DRAWING BR29,
SP PAGE 8074
4' MIN. 70 PRECAST VALVE 4 MIN. TO
12" MAX.
CHAMBER'CONE _ 12" MAX. x
ED R.C.P. OR EQUAL
ADAPTOR
x COLLAR I GO
24" < _ 8 OR
_ RUBBER
11 - GASKET 12" PIPE
0
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4" 19,E 54"
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" 48„
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NOTES-
W LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE L CONCRETE CLASS C
(SEE NOTE8) C FOUNDATION LEVEL l l
BB
(CLASS A DESIGN) -r
NOTES: RQM5;
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 1. MOM OE UNIFORM SUPPORT UNDER BARREL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE. SECTIONS ARE INSTALLED. 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS PRE INSTALLED. 2. HAND TAMP UNDER HAUNCHES.
3. CASTING TO BE PER DRAVANG BR29.
a CASING TO BE PER DRAWING BR29. S COMPACT DING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
4. MANHOLE SECTIONS TO BE OF REINFORCED SIDE. OVER CONCRETE em
5. OPENING SHOULD BE ON DOWNSTREAM SIDE. OvER PIPE. xANO TAMP. ONLY. . emolNC CLASS oescn
ALL JOINTS SHALL BE GROUTED.
6. ALL JOINTS SHALL BE GROUTED. 4. SEE "EXCAVATION AND. PREPARATION. OF TRENCH" IN THE SANITARY DIMENSION CLASSA CLASS a LASS C CLASS D CLASS F
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING a SANITARY. SEWER MANHOLES SIIAU- HAW ALL INTERIOR SURFACES, INCLUDING CHANNELING, SEWERS SECTION OF WE STANDARD. SPECIFlCTATIONS FOR TRENCH WIDTH
CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC AROSHIELD OR RE AND WIDTH, EXCEPT FOR C S PIPE ZONE WILL IN THE ACTUAL 4" MIN.
lFDNCH WIDTH, 1-1 /2 FOR CIA55 A BEDDING. THE MINIMUM CONCRETE
WASSER MC- AROSHIET� OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. APPROVED EIXIAL, COLOR OF COAPNOSHALL BE WHITE: WIDTH SHALL BE 1 -1/2 I.D + 1B ". ^ T/a I.D. ZERO
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH. ASTMC -443. 12" MAX
6. 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE RUBBER GASKETED JWNTS SHALL BE IN CONFORMANCE WITH ASTM C -
5: TRENCH I ARY SHALL CONFORM TO STANDARD .SEWER TRENCHES"
LARGEST PIPE: IN THE. SANITARY SEWERS SECTION OF ME STANDARD SPECIFICATIONS, B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D.
7 CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 WE INSIDE DIAMETER OF THE LARGEST PIPE EXCEPT THAT ROCKS M LUMPS LARGER THAN 1" PER FOOT OF PIPE
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. -
BOOTS OR APPROVED EQUAL. 8. PROVE EQUAL. TO MANHOLE SHALL BE MADE USING C-PK ADAPTOR, KOR N SEAL BOOTS OR S. SEE. "BEDDING MATERIAL FOR RIGID PIPE" IN THE. AGGREGATES SECTION
APPROVED EWAL.
OF WE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. • A = 4' MIN. 27" I.O. AND TINDER
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES 6" MIN. OVER 27" I.D.
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS
SANTTAYtY YBNFCGLE..
B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TD ENSURE FLOW
LINE IS MAINTAINED.
MORTAR
SANITARY SHALLOW MANHOLE TYPE B EBTRA SHALLOW TYPE C 0 ADOPTED ADOPTED
cm or
84A� 1PL1! lrilOLim !!m
in mm 17/40 T 9 i8[ DIM 17/40
TQ I .n6em oota DcV Ac
DWG. NAME: BR37 SP PAGE.-9072 D .... DWG. .NAME:. BR38 SP PAGE: 8073
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE B074)
ADJUSTMENT (4". MIN.)
CONE
RUBBER GASKETED JOINTS IN
er_roaoenlcr, WITH
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,.
OR APPROVED EQUAL r=T00= SPECIFY
o.0 O � LETTERING
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM I 0
OR. GALVANIZED STEEL
CONCRETE SHELF I I
PRECAST BASE SECTION I i
OR CAST IN SHELF. I yq I
I I
I I
I I
I�
SANITARY MANHOLE TYPICAL DETAIL �+
rT
NOT TO SCALE
'A' 'B' 'C' 'D' 'E'
48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. I
54" MH 54" 8" MIN. 5.5" MIN. 24" I MN. 24" LD.
Z 60" MH 60" 8" MIN, 6" MIN. 42" MN. 30" I.D.
0
V) None
1. STEPS TO BE 3/4' C FFOBDED BAR CALVANRED SAFETY STEPS OR EQUAL
Of 2 STEPS ARE M BE IN PLACE BEFORE MANHO -E SECTIONS ARE INSTALLED.
4 CASTING To BE PER DRAWING BR29.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CgICRETE
5. ALL JOINTS SHALL BEGRWTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTEMOR SURFACES, INCLUDING CHANNELNG
APED (SEALED) WITH A HIM SOLIDS URETHANE COOING; W ER MC CONSEpL OR
APPROVED EQUAL; COLOR OF COATING SHALL BE MM WW _
& CH MND.GND[} T 9f ALL MNTS BE�AA MINIMUM OF 3/4 RWE INNSDE DIAMETER OF WE 1-GEST PPE
9. CONNECPONG TO MANHOLE SHALL BE MADE USING GPK ADMTOR, KCR N SEAL BOOTS OR BANrbRY MANHOLE
APPROVED EQUAL ,�,
14 MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACC CUMBING
AND FALL PROTECTION SYSTEM INSTALLED.
1. A S SHALL BE LDQXING UD PER IN
® AmPTEO N E 017 (LOANING) OR EQUAL NI-AND FOUNDRY CO. INC.
USE
SANITARY PE COVEN FOR STORM (SPECIFY GUY W COVER).
� HL0 SANITARY (SPECIFY "SEWER"), W WRIER (SP GUY "WATER ").
O
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ADOPTID
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DWG. NAME BR29 SP PAGE W74
PIP& BEDDING FOR SANITARY SEVER
ADOPTED
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DWG. NAME BW18C SP PAGE:BO77
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EXPIRES: 1115/09
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BACKFILL MATERIAL
ALL BEFORE YOU DIG 1- 800 -424 -555
RECOMMENDED FOR APPROVAL
Incorporated
10230 NE Points Drive, Suite 400
By: Date: 30/
° ••
_
MNOTE
By: Date:
FOR RIGID PIPE
(SEE NOTE 6)
By: Date:
30788.001.001.DS
C
Project No.
By: Date:
_ C5 ♦94-
(CLASS
13� C. Di DESIGN)
BEDDING •• RIGID PIPE
Sheet No.
W (SEE NOTE 4) -;�,
LIMITS OF PIPE ZONE
: •• IAL
FOR FLEXIBLE PIPE
•
Sheet of
• •
�[]
(CLASS F DESIGN)
-97
BEDDING
NOTES: RQM5;
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 1. MOM OE UNIFORM SUPPORT UNDER BARREL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE. SECTIONS ARE INSTALLED. 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS PRE INSTALLED. 2. HAND TAMP UNDER HAUNCHES.
3. CASTING TO BE PER DRAVANG BR29.
a CASING TO BE PER DRAWING BR29. S COMPACT DING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
4. MANHOLE SECTIONS TO BE OF REINFORCED SIDE. OVER CONCRETE em
5. OPENING SHOULD BE ON DOWNSTREAM SIDE. OvER PIPE. xANO TAMP. ONLY. . emolNC CLASS oescn
ALL JOINTS SHALL BE GROUTED.
6. ALL JOINTS SHALL BE GROUTED. 4. SEE "EXCAVATION AND. PREPARATION. OF TRENCH" IN THE SANITARY DIMENSION CLASSA CLASS a LASS C CLASS D CLASS F
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING a SANITARY. SEWER MANHOLES SIIAU- HAW ALL INTERIOR SURFACES, INCLUDING CHANNELING, SEWERS SECTION OF WE STANDARD. SPECIFlCTATIONS FOR TRENCH WIDTH
CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC AROSHIELD OR RE AND WIDTH, EXCEPT FOR C S PIPE ZONE WILL IN THE ACTUAL 4" MIN.
lFDNCH WIDTH, 1-1 /2 FOR CIA55 A BEDDING. THE MINIMUM CONCRETE
WASSER MC- AROSHIET� OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. APPROVED EIXIAL, COLOR OF COAPNOSHALL BE WHITE: WIDTH SHALL BE 1 -1/2 I.D + 1B ". ^ T/a I.D. ZERO
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH. ASTMC -443. 12" MAX
6. 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE RUBBER GASKETED JWNTS SHALL BE IN CONFORMANCE WITH ASTM C -
5: TRENCH I ARY SHALL CONFORM TO STANDARD .SEWER TRENCHES"
LARGEST PIPE: IN THE. SANITARY SEWERS SECTION OF ME STANDARD SPECIFICATIONS, B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D.
7 CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 WE INSIDE DIAMETER OF THE LARGEST PIPE EXCEPT THAT ROCKS M LUMPS LARGER THAN 1" PER FOOT OF PIPE
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. -
BOOTS OR APPROVED EQUAL. 8. PROVE EQUAL. TO MANHOLE SHALL BE MADE USING C-PK ADAPTOR, KOR N SEAL BOOTS OR S. SEE. "BEDDING MATERIAL FOR RIGID PIPE" IN THE. AGGREGATES SECTION
APPROVED EWAL.
OF WE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. • A = 4' MIN. 27" I.O. AND TINDER
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES 6" MIN. OVER 27" I.D.
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS
SANTTAYtY YBNFCGLE..
B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TD ENSURE FLOW
LINE IS MAINTAINED.
MORTAR
SANITARY SHALLOW MANHOLE TYPE B EBTRA SHALLOW TYPE C 0 ADOPTED ADOPTED
cm or
84A� 1PL1! lrilOLim !!m
in mm 17/40 T 9 i8[ DIM 17/40
TQ I .n6em oota DcV Ac
DWG. NAME: BR37 SP PAGE.-9072 D .... DWG. .NAME:. BR38 SP PAGE: 8073
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE B074)
ADJUSTMENT (4". MIN.)
CONE
RUBBER GASKETED JOINTS IN
er_roaoenlcr, WITH
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,.
OR APPROVED EQUAL r=T00= SPECIFY
o.0 O � LETTERING
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM I 0
OR. GALVANIZED STEEL
CONCRETE SHELF I I
PRECAST BASE SECTION I i
OR CAST IN SHELF. I yq I
I I
I I
I I
I�
SANITARY MANHOLE TYPICAL DETAIL �+
rT
NOT TO SCALE
'A' 'B' 'C' 'D' 'E'
48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. I
54" MH 54" 8" MIN. 5.5" MIN. 24" I MN. 24" LD.
Z 60" MH 60" 8" MIN, 6" MIN. 42" MN. 30" I.D.
0
V) None
1. STEPS TO BE 3/4' C FFOBDED BAR CALVANRED SAFETY STEPS OR EQUAL
Of 2 STEPS ARE M BE IN PLACE BEFORE MANHO -E SECTIONS ARE INSTALLED.
4 CASTING To BE PER DRAWING BR29.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CgICRETE
5. ALL JOINTS SHALL BEGRWTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTEMOR SURFACES, INCLUDING CHANNELNG
APED (SEALED) WITH A HIM SOLIDS URETHANE COOING; W ER MC CONSEpL OR
APPROVED EQUAL; COLOR OF COATING SHALL BE MM WW _
& CH MND.GND[} T 9f ALL MNTS BE�AA MINIMUM OF 3/4 RWE INNSDE DIAMETER OF WE 1-GEST PPE
9. CONNECPONG TO MANHOLE SHALL BE MADE USING GPK ADMTOR, KCR N SEAL BOOTS OR BANrbRY MANHOLE
APPROVED EQUAL ,�,
14 MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACC CUMBING
AND FALL PROTECTION SYSTEM INSTALLED.
1. A S SHALL BE LDQXING UD PER IN
® AmPTEO N E 017 (LOANING) OR EQUAL NI-AND FOUNDRY CO. INC.
USE
SANITARY PE COVEN FOR STORM (SPECIFY GUY W COVER).
� HL0 SANITARY (SPECIFY "SEWER"), W WRIER (SP GUY "WATER ").
O
Z DWI. NAME 13M SP PAGE: 8071 ruTr oaYwmlu o
7�'
mama
FRA71B AND con
ADOPTID
@! R mev
= 0 4/=
DWG. NAME BR29 SP PAGE W74
PIP& BEDDING FOR SANITARY SEVER
ADOPTED
s� = W 1mnm
■0- BPAI�EID pf 4
184 /1� /47 7
DWG. NAME BW18C SP PAGE:BO77
0
N O
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0
W (n
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N_ Vl
Zi w i w
tt� L S�9
OF WTI C
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`s1ONAL:F'��J (
EXPIRES: 1115/09
`ved
J
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LIJ
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CD JUN 222007
t
ALL BEFORE YOU DIG 1- 800 -424 -555
RECOMMENDED FOR APPROVAL
Incorporated
10230 NE Points Drive, Suite 400
By: Date: 30/
Kirkland, Washington 98033
_
Phone: 425 822 -4448
By: Date:
FAX: 425 B27 -9577
Internet: WWW.Otak.COM
By: Date:
30788.001.001.DS
Project No.
By: Date:
_ C5 ♦94-
Sheet No.
Sheet of
CD JUN 222007
t