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PAY LIMIT
TRENCH BACKFILL
' -- 0"
3
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SEE DETAIL FOR
STREET RESTORATION
REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL
IMPORT PER SECTION 9- 03.9(3)
BASE COURSE.
PROPOSED PIPE
SEE PLANS FOR DIA.
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR
FLEXIBLE PIPE
EXCAVATION OF UNSUITABLE SOIL
AND BACKFILL OF FOUNDATION
MATERIAL (IF NECESSARY) DEPTH
AS APPROVED BY ENGINEER
MATERIAL SHALL MEET SECTION
9- 03.9(3) BASE COURSE
,TYPICAL TRENCH BEDDING AND BACKFILL
EQR SANITARY AND STORM DRAINS
NQMS;l
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
I rR. Not w - »se
i
1. -009
PAY LIMIT
TRENCH BACKFILL
' 3'- 0'
SEE DETAIL FOR
STREET RESTORATION
REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL
IMPORT PER SECTION 9- 03.9(3)
BASE COURSE.
PROPOSED WATER
PIPE ZONE MATERIAL PER SECTION
2- 09.3(1)E CONTROL DENSITY FILL.
EXCAVATION OF UNSUITABLE SOIL
AND BACKFILL OF FOUNDATION
MATERIAL (IF NECESSARY) DEPTH
AS APPROVED BY ENGI "JEER
MATERIAL SHALL MEET SECTION
9- 03.9(3) BASE COURSE
WATER MAIN PIPE
TYPICAL TRENCH BEDDING AND BACKFILL
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
TYPICAL TRENCH BEDDING
DETAIL
NOT TO SCALE
Parametrix, Inc. Job No.: 95000.00
WASHINGTON ORECON
Sumner Portland
Bremerton TEXAS
Kirkland Houston All moterial appearing herein constitutes the
unpublished and original work of the Architect
and may not be duplicated, used, or disclosed
without the written consent of the Architect.
Ref. North +Pardini
M0560 a Mchlboeture
The A nerioan Urban Design
lnetltute at planning
0' 10' 20' 40' Ar+ohltects Interior Design
ID L
r
i;
i�
7"
STA 1 + 64.34
15.71' RT 3• _0. o
I =
r-
A _ i
I
TO CB 17
40' -0"
TO CB 16 WET VAULT
PLAN
SCALE. i to 5'
RIM = 35.68 RIM = 36.07
ROUND MANHOLE COVER WITH
LOCKING BOLTS MARKED "DRAIN"
SEE COR DETAIL B074, TYP
.--- -i -
I I = 31.21
w 7
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CPEP TEE
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CRUSHED SURFACING
BASE COURSE
1701 Co"wrtierce
J
981 3207
�
R253) 383 -8700
W
Cill< D:
1000 LWWG St
to 405
PMX
Seattle, Washington
AS NOTED
121 -2720
King County
206 223 -2742
RECOM.
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W
ajo
X
1' -0°
T6
T
PAY LIMIT
TRENCH BACKFILL
' -- 0"
3
a
SEE DETAIL FOR
STREET RESTORATION
REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL
IMPORT PER SECTION 9- 03.9(3)
BASE COURSE.
PROPOSED PIPE
SEE PLANS FOR DIA.
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR
FLEXIBLE PIPE
EXCAVATION OF UNSUITABLE SOIL
AND BACKFILL OF FOUNDATION
MATERIAL (IF NECESSARY) DEPTH
AS APPROVED BY ENGINEER
MATERIAL SHALL MEET SECTION
9- 03.9(3) BASE COURSE
,TYPICAL TRENCH BEDDING AND BACKFILL
EQR SANITARY AND STORM DRAINS
NQMS;l
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
I rR. Not w - »se
i
1. -009
PAY LIMIT
TRENCH BACKFILL
' 3'- 0'
SEE DETAIL FOR
STREET RESTORATION
REQUIREMENTS
SUBSEQUENT BACKFILL MATERIAL
IMPORT PER SECTION 9- 03.9(3)
BASE COURSE.
PROPOSED WATER
PIPE ZONE MATERIAL PER SECTION
2- 09.3(1)E CONTROL DENSITY FILL.
EXCAVATION OF UNSUITABLE SOIL
AND BACKFILL OF FOUNDATION
MATERIAL (IF NECESSARY) DEPTH
AS APPROVED BY ENGI "JEER
MATERIAL SHALL MEET SECTION
9- 03.9(3) BASE COURSE
WATER MAIN PIPE
TYPICAL TRENCH BEDDING AND BACKFILL
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
TYPICAL TRENCH BEDDING
DETAIL
NOT TO SCALE
Parametrix, Inc. Job No.: 95000.00
WASHINGTON ORECON
Sumner Portland
Bremerton TEXAS
Kirkland Houston All moterial appearing herein constitutes the
unpublished and original work of the Architect
and may not be duplicated, used, or disclosed
without the written consent of the Architect.
Ref. North +Pardini
M0560 a Mchlboeture
The A nerioan Urban Design
lnetltute at planning
0' 10' 20' 40' Ar+ohltects Interior Design
ID L
r
i;
i�
7"
STA 1 + 64.34
15.71' RT 3• _0. o
I =
r-
A _ i
I
TO CB 17
40' -0"
TO CB 16 WET VAULT
PLAN
SCALE. i to 5'
RIM = 35.68 RIM = 36.07
ROUND MANHOLE COVER WITH
LOCKING BOLTS MARKED "DRAIN"
SEE COR DETAIL B074, TYP
.--- -i -
I I = 31.21
w 7
`�
W = z v 12 "x 12"
CPEP TEE
o '
I
r--
i
CRUSHED SURFACING
BASE COURSE
1701 Co"wrtierce
M �
981 3207
�
R253) 383 -8700
53) 083 -8728 tax
Cill< D:
1000 LWWG St
to 405
PMX
Seattle, Washington
AS NOTED
121 -2720
King County
206 223 -2742
RECOM.
206 622 -6462 tax
F IR
02
9
o z
I �
IE = 31.21
0ti'`"�.1�io.WIi1 MR
WET VAULT
SECTION
SCALE: 1 Of 5' —
1
TAw�275610
STANDARD GALVANIZED
PREFABRICATED LADDER,
SEE COR DETAIL B035, TYP
Department of Transportation - Transit Division
PENTON TRANSIT CENTER
CITY OF RENTON
MISCELLANEOUS DETAILS
A
C O J
M
DATE:
6 -6 -00
Fll E
2- 040739
DWG. NO.
C11B
SHT OF
SCANNED NOV • 7 2003
4
DESIGNED
D. SCHAFF
DRA:
Cill< D:
SCALE:
PMX
U&I
AS NOTED
King County
CONTRACT:
C03057C
RECOM.
APPROVED
1
TAw�275610
STANDARD GALVANIZED
PREFABRICATED LADDER,
SEE COR DETAIL B035, TYP
Department of Transportation - Transit Division
PENTON TRANSIT CENTER
CITY OF RENTON
MISCELLANEOUS DETAILS
A
C O J
M
DATE:
6 -6 -00
Fll E
2- 040739
DWG. NO.
C11B
SHT OF
SCANNED NOV • 7 2003
4