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KORBAND
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FIRM HtFING SCIL�
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NEW 10" SEWER
NOTE: / .._. —___� EXTERNAL-7
cE RA( I'LL L MA -1A, J fi'>
N UNIMPPO /ED APE'S POUR C -� ( NEW B" SS BANDS KORBAND
-HICK 2'-0' SQUARE i��o�r CLASS ,Ch ILA 0 05% 6fiM i /�
3000, PAD AROUND RING AND -OVER.
2. IN AS-HALT ROADWAYS RESTORE AROUND r _
CLEAI:OU- PING AND COVER AS REOUIFED 8` 90' BEND I
E" STA %us J CETiA!L - RAVnNG BR36. 'I.. \ '.;_o5'1 i _ _ _ - CONTRACTOR TO C09ROINA7F CONNECTION TO
MFjRO MAIN WITH METRO PRIOR TO CONSTRUCTION
C05CRE:E ENCASEMENT
CLASS C PCu N
I VCE
- 36 Metro Connection
NTS o Q q NTS
Sanitary Sewer Cleanout 2 ! :E -1510 Drop Structure Per C.O.R. Dwg BW -18 3 Kor-iv -Seal Boot Adapter 4
BEDDING CLASS DESIGN
I{ I PL_ E
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NOTE:
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SANITARY SEWER IAi14HOLES SH'ALI HAly
4" MIN.
1/4 !.D.
12" MAX.
*
/
NOTE:
/
/ SANITARY SEWER MANHC SHALL Hr E
' ALL INTERIOJR SURFACES, INC! DDINC
CHANNELING CCA D (SEALED W'IH -•�-.
SUDS URETHANE COATNt, N cSEP
M CONSEA OR APPROVED E I -_;
O s
l CONSTRUCT MANHOLE
/ PER DETAIL
��2" 6
AND C.O.R.
� DWG BR -28 Cea
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SOLIDS URETHANE COATING WASSEP --
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KORBAND
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FIRM HtFING SCIL�
I ix
NEW 10" SEWER
NOTE: / .._. —___� EXTERNAL-7
cE RA( I'LL L MA -1A, J fi'>
N UNIMPPO /ED APE'S POUR C -� ( NEW B" SS BANDS KORBAND
-HICK 2'-0' SQUARE i��o�r CLASS ,Ch ILA 0 05% 6fiM i /�
3000, PAD AROUND RING AND -OVER.
2. IN AS-HALT ROADWAYS RESTORE AROUND r _
CLEAI:OU- PING AND COVER AS REOUIFED 8` 90' BEND I
E" STA %us J CETiA!L - RAVnNG BR36. 'I.. \ '.;_o5'1 i _ _ _ - CONTRACTOR TO C09ROINA7F CONNECTION TO
MFjRO MAIN WITH METRO PRIOR TO CONSTRUCTION
C05CRE:E ENCASEMENT
CLASS C PCu N
I VCE
- 36 Metro Connection
NTS o Q q NTS
Sanitary Sewer Cleanout 2 ! :E -1510 Drop Structure Per C.O.R. Dwg BW -18 3 Kor-iv -Seal Boot Adapter 4
BEDDING CLASS DESIGN
I{ I PL_ E
rA
fl„c _l 'PrI. FIN, u _
NOTE:
`II i P
a
o
SANITARY SEWER IAi14HOLES SH'ALI HAly
4" MIN.
1/4 !.D.
12" MAX.
*
ALL INTERIOUP SURFACES, INCLUDING
ZERO
O s
CHANNELING, COATED (SEALED) WITH " -ICH
JVFS OF PIPE ZONE
Qo
�
SOLIDS URETHANE COATING WASSEP --
I 'C A. '
>-I
MC- CONSEAL OR APPROVED EOI1a ,
C'OLCR OF COATING SHALL B WHITE. I
a -'�OR l fd 6. 1.4
E FW~
1/8 O.D.
FF '+O 5 }
\
6'
1
m
F m
1
'0
d
-
1 f P 11 1l l
., T 411 .. ..
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3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
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_1ST RISF
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C':ON 0. CAS'
{ B
OF THE STANDARD SPECTICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
NTS
Sanitary Sewer
!
-
Manhole
_ � 2
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a
a
Ali
I
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KORBAND
I,
IESnR
p :. Ll
FIRM HtFING SCIL�
I ix
NEW 10" SEWER
NOTE: / .._. —___� EXTERNAL-7
cE RA( I'LL L MA -1A, J fi'>
N UNIMPPO /ED APE'S POUR C -� ( NEW B" SS BANDS KORBAND
-HICK 2'-0' SQUARE i��o�r CLASS ,Ch ILA 0 05% 6fiM i /�
3000, PAD AROUND RING AND -OVER.
2. IN AS-HALT ROADWAYS RESTORE AROUND r _
CLEAI:OU- PING AND COVER AS REOUIFED 8` 90' BEND I
E" STA %us J CETiA!L - RAVnNG BR36. 'I.. \ '.;_o5'1 i _ _ _ - CONTRACTOR TO C09ROINA7F CONNECTION TO
MFjRO MAIN WITH METRO PRIOR TO CONSTRUCTION
C05CRE:E ENCASEMENT
CLASS C PCu N
I VCE
- 36 Metro Connection
NTS o Q q NTS
Sanitary Sewer Cleanout 2 ! :E -1510 Drop Structure Per C.O.R. Dwg BW -18 3 Kor-iv -Seal Boot Adapter 4
o
5
O
n lot
G a a
p N
Jo
v" MN
m W
�I m 701 FLEXIBLE P?,-
(SE NO- 7) \ C' * A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
FOUN AION _EV
a
*NOTE: FOUNDATION MATERIAL WILL BE REQUIRED UNDER TYPICAL TRENCH SECTION
IN AREAS WITH POOR SOILS. CONSULTATION OF A GEOTECHNICAL ENGINEER AND
V CITY OF RENTON CONSTRUCTION INSPECTION IS RECOMMENDED. ,
CLASS F D rrrJ1 I
4 0'�
BEDDING Fo.. � LEx,dLr I. E
I
I ,
RECOMMENDED
FOR APPROVAL
I ; I BY - /2-�/
NTS
BY - o o Pipe Bedding For Sanitary Sewers Per COR. Dwg BW -18C 2 -
BY DATE �N
DN ,
p
SHE:
c• SOUTHPORT - �A� 1 BY- AIR I :..
S -cs )evelcpmen . TSe4evae ;AVashingicn ocl,o'-
o BY 0A
cn
COUGHLINPORTERLUNDEEN 7��) C4.4 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION iOq �q p 5 �� S � ° �r
(ON Wr s YO f 217 PINE STREET - SUITE 300 P: 206/343-0460 s7 c
®Vi �® SEATTLE, WA 98101 F: 206/343 -5691 OVAL aS'
_ c. 0'.;'23/2002 _
SCANNED JUL 2 7 2001
ROLL 173 294
BEDDING CLASS DESIGN
DIMENSION
&.229205'
24" X 6" FRAME AND LID
CLASS C
CLASS D
CLASS F
PEP DRAWING ER29 !
4" MIN.
1/4 !.D.
12" MAX.
*
ZERO
- -- -Vr' (S• E J7T_ 41—
JVFS OF PIPE ZONE
NOTES:
— --
ZERO
O.D.
C
1 PROVIDE UNIFORM SUPPORT UNDER BARREL
o
1/8 O.D.
FF '+O 5 }
\
6'
2. HAND TAMP LNDER HAUNCHES.
4" TO 12" MAX
CON 'PETE CLrSS C
1
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
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S� 1Ji7 8)
IC
HAND TAMP ONLY.
=0- I� C'J 71 -L
\
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4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
{ B
OF THE STANDARD SPECTICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
!
I
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
vAPIAB;
',.
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
TO 5
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
_
W SSE Y 4
�AMTS IF PIPE ZONE
BACKFILL MATERIAL.
A
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
a a I; MA- -kA
'
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
-�
7. SEE HEDGING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
0
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
BEDDING M ERAL —
OR RIGID P E
'.
;.
}
B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
I
Tc F NC°. 9)
\
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i
MAINTA,NED.
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O
n lot
G a a
p N
Jo
v" MN
m W
�I m 701 FLEXIBLE P?,-
(SE NO- 7) \ C' * A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
FOUN AION _EV
a
*NOTE: FOUNDATION MATERIAL WILL BE REQUIRED UNDER TYPICAL TRENCH SECTION
IN AREAS WITH POOR SOILS. CONSULTATION OF A GEOTECHNICAL ENGINEER AND
V CITY OF RENTON CONSTRUCTION INSPECTION IS RECOMMENDED. ,
CLASS F D rrrJ1 I
4 0'�
BEDDING Fo.. � LEx,dLr I. E
I
I ,
RECOMMENDED
FOR APPROVAL
I ; I BY - /2-�/
NTS
BY - o o Pipe Bedding For Sanitary Sewers Per COR. Dwg BW -18C 2 -
BY DATE �N
DN ,
p
SHE:
c• SOUTHPORT - �A� 1 BY- AIR I :..
S -cs )evelcpmen . TSe4evae ;AVashingicn ocl,o'-
o BY 0A
cn
COUGHLINPORTERLUNDEEN 7��) C4.4 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION iOq �q p 5 �� S � ° �r
(ON Wr s YO f 217 PINE STREET - SUITE 300 P: 206/343-0460 s7 c
®Vi �® SEATTLE, WA 98101 F: 206/343 -5691 OVAL aS'
_ c. 0'.;'23/2002 _
SCANNED JUL 2 7 2001
ROLL 173 294
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 !.D.
12" MAX.
*
ZERO
B
1/4 O.D.
112 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
G.D.
—
o
5
O
n lot
G a a
p N
Jo
v" MN
m W
�I m 701 FLEXIBLE P?,-
(SE NO- 7) \ C' * A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
FOUN AION _EV
a
*NOTE: FOUNDATION MATERIAL WILL BE REQUIRED UNDER TYPICAL TRENCH SECTION
IN AREAS WITH POOR SOILS. CONSULTATION OF A GEOTECHNICAL ENGINEER AND
V CITY OF RENTON CONSTRUCTION INSPECTION IS RECOMMENDED. ,
CLASS F D rrrJ1 I
4 0'�
BEDDING Fo.. � LEx,dLr I. E
I
I ,
RECOMMENDED
FOR APPROVAL
I ; I BY - /2-�/
NTS
BY - o o Pipe Bedding For Sanitary Sewers Per COR. Dwg BW -18C 2 -
BY DATE �N
DN ,
p
SHE:
c• SOUTHPORT - �A� 1 BY- AIR I :..
S -cs )evelcpmen . TSe4evae ;AVashingicn ocl,o'-
o BY 0A
cn
COUGHLINPORTERLUNDEEN 7��) C4.4 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION iOq �q p 5 �� S � ° �r
(ON Wr s YO f 217 PINE STREET - SUITE 300 P: 206/343-0460 s7 c
®Vi �® SEATTLE, WA 98101 F: 206/343 -5691 OVAL aS'
_ c. 0'.;'23/2002 _
SCANNED JUL 2 7 2001
ROLL 173 294