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I. PUGET SOUND ENERGY OVERHEAD POWER LINES TO REMAIN, COORDINATE ELEVATION
OF LINES AND NESC CLEARANCE REQUIREMENTS WITH PUGET SOUND ENERGY.
NO OUTAGES SHALL j3E PERMITTED FOR TRANSMISSION LINES.
CONTACT: GARY MIJELLER (206) 521 -5218
2. TEMPORARY OUTAGES FOR TEMPORARY OVERHEAD FEEDER SHOWN ON PLAN WILL BE
/
EDGE OF WATER EDGE OF WATER R PERMITTED WITH TWO WORKING DAYS NOTICE TO PUGET SOUND ENERGY.
-�
CONTACT: BRIAN SWART (253) 395 -6839
3. FOR CITY OF RENTON SANITARY SEWER RELOCATION SEE DRAWING C45.
4.� FOR WATER LINE RELOCATION, SEE DRAWINGS C46 —C48.
/5. 'OURIED POWER, TELECOMMUNICATIONS, AND GAS RELOCATION BY OTHERS.
/CONTACTS: POWER; PUGET SOUND ENERGY, BRIAN SWART (253)395 --6839
TELEPHONE; QWEST COMMUNICATIONS, DENNIS LIBADIA (206)345 -4484
FIBER OPTICS; MCI— WORLDCOM (REPRESENTING SPRINT, BSNF, ATT, MCI
AND WORLDCOM FOR JOINT RELOCATION PROJECT),
MICHAEL FULMER (253)872 -4005. LEVEL 3 COMMUNICATIONS,
JERRY STORY (970)209� 4 4 3
GAS; PUGET SOUND ENERGY, RANDY BUS H OOAN2 4 --2163 PIR HIGH PRESSURE FUEL; BP (OLYMPIC PIPELI STREPO (425)235 -7746
6. ALL 12 UNDERDRAIN PIPE SHALL BE PERFORATED CORRUGATED POLYETHYLENE (PE)
j WITH SMOOTH INNER WALL. ALL 6" UNDERDRAIN PIPE SHALL BE CMP,
� A
� 7. EXCEPT FOR UNDERDRAINS AND DETAIL ON C33, ALL DRAINAGE AND UTILITY TRENCHES
INTO CDSM SHALL BE BACKFILL WITH CDF TO ORIGINAL LIMITS OF CDSM.
---SHE - PR`0 L E S ON DRAWINGS C34 TO C36.
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ENGINEERING — STREETS -- WATER — SEWER — PARKS — BUILDING
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REQUIRED CDF BACKFILL ZONES
GRAVEL BACKFILL
FOR DRAIN
TOP OF CURB /SIDEWALK
GUTTER FLOWLINE
CB STATION
LEFT RIGHT
CDF BACKFILL ZONES
RE
UIRED
MO
2/20 /01
ZONE 1
ZONE 2
ZONE 3
ZONE 4
14+11
LEFT
RIGHT
X
X
X
X
X
X
X
15+70
LEFT
2/20/01
Add bk no
X
3
1�/fN
RIGHT
X
18+07
LEFT
X
RIGHT
X
19 +51
LEFT
X
X
X
X
RIGHT
X
X
X
s•2s�2 a2
ZONE 2: BACKFILL
CATCH BASIN EXCAVATION
WITH CDF UP TO
PREFABRICATED DRAINAGE
MATERIAL
ZONE 1: BACKFILL TRENCH AND
CATCH BASIN EXCAVATIONS WITH
CDF UP TO 0.1' BELOW PIPE
PER FOR AT1 ON S - ---- -- --
ROLL 20�
Cap
LAN
by
date
CONSULTANTS
designed
MO
2/20 /01
19TH AVENUE SOUTH
IF WAY, W TON
/As4M •eoo��eoo
! ■ 6 1 NEE II I I • C. V�: (i11vyr�(200)431-2300
FAX: (206)431-2250
drawn
SA
2/20/01
checked
GlP
2/20 /01
pro) ong
CCW
2/20/01
pro) dir
GLP
2/20/01
Add bk no
Z
ROLL 20�
Cap
LAN
/"A igQTION
— N.T.S
ONC. SLAB
J
(FILL
. TRENCH
PREFABRICATE
DRAINAGE
MATERIAL
STRUCTUAL CONC. SLAB
ZONE 3: BACKFILL
FULL DEPTH OF TRENCH
WITH CDF
�— GRAVEL BACKFILL
0.1' BELOW PIPE FOR DRAIN
PERFORATIONS
NOTE:
CONTRACTOR SHALL CONSTRUCT FORMS
AS NECESSARY TO PREVENT CDF FROM
EXCEEDING LIMITS SHOWN.
TYPICAL CDF BACKFILL FOR UNDERDRAIN TRENCH
TRENCH AT LIMIT OF STRUCTURAL SLAB
SCAU: N.T.S.
DRAINAGE AND UTILITY PLAN
SHEET 2
20 0 20 40
scale feet
SOUTH 180th STREET GRADE SEPARATION
.0
F 11�
113.8
RECORD COPY
NO. 3
�_vieiona
C33
.h..t 35 of 144
Job no A00064
H
im
O
U
Boole 1'•20'
dote 20—Feb-2001
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/"A igQTION
— N.T.S
ONC. SLAB
J
(FILL
. TRENCH
PREFABRICATE
DRAINAGE
MATERIAL
STRUCTUAL CONC. SLAB
ZONE 3: BACKFILL
FULL DEPTH OF TRENCH
WITH CDF
�— GRAVEL BACKFILL
0.1' BELOW PIPE FOR DRAIN
PERFORATIONS
NOTE:
CONTRACTOR SHALL CONSTRUCT FORMS
AS NECESSARY TO PREVENT CDF FROM
EXCEEDING LIMITS SHOWN.
TYPICAL CDF BACKFILL FOR UNDERDRAIN TRENCH
TRENCH AT LIMIT OF STRUCTURAL SLAB
SCAU: N.T.S.
DRAINAGE AND UTILITY PLAN
SHEET 2
20 0 20 40
scale feet
SOUTH 180th STREET GRADE SEPARATION
.0
F 11�
113.8
RECORD COPY
NO. 3
�_vieiona
C33
.h..t 35 of 144
Job no A00064
H
im
O
U
Boole 1'•20'
dote 20—Feb-2001
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