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NOTES: /
I. PUGET SOUND EN GY OV RHEAD POWER LINES TO REMAIN, COORDINATE ELEVATION
OF LINES AND SC C EARANCE REQUIREMENTS WITH PUGET SOUND ENERGY.
NO OUTAGES ALL PERMITTED FOR TRANSMISSION LINES.
/ CONTACT: G RY M LLER (206) 521-5218
2. TEMPOR Y OU GES FOR TEMPORARY OVERHEAD FEEDER SHOWN ON PLAN WILL BE
' EDGE of wATE PERM I TED TH TWO WORKING DAYS NOTICE TO PUGET SOUND ENERGY.
EDGE of WATER CON CT: I AN SWART (253) 395-6839
3. OR Cl Y OF RENTON SANITARY SEWER RELOCATION SEE DRAWING C45,
4, FO WATER LINE RELOCATION, SEE DRAWINGS C46—C48,
i 5, URIED 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)209-44 3
GAS; PUGET SOUND ENERGY, RANDY BUSCH (425 224-2163
HIGH PRESSURE FUEL; BP (OLYMPIC PIPELIN AND ES STREPO (425)235-7746
6, ALL 12" UNDERDRAIN PIPE SHALL BE PERFORATED CORRUGATED POLYETHYLENE (PE)
WITH SMOOTH INNER WALL. ALL 6" UNDERDRAIN PIPE SHALL BE CMP,
A
i� 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.
EFE— PR6�-rL S ON DRAWINGS C34 TO C36 ,
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EXISTING UTILITY
INFORMATION IS
APPROXIMATE ONLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
1-800-424-5555
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24+00
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GRAVEL BACKFILL
FOR DRAIN
TOP OF CURB/SIDEWALK
GUTTER FLOWLINE
REQUIRED CDF BACKFILL ZONES
CB STATION
LEFT RIGHT
CDF BACKFILL ZONES
REQUIRED
ZONE 1
ZONE 2
ZONE 3
ZONE 4
14+11
LEFT
RIGHT
X
X
X
X
X
X
X
15+70
LEFT
X
RIGHT
X
18+07
LEFT
X
RIGHT
X
19+51
LEFT
X
X
X
X
RIGHT
X
X
X
r=�
ZONE 2: BACKFILL
CATCH BASIN EXCAVATION
WITH CDF UP TO
PREFABRICATED DRAINAGE
MATERIAL
5'f
........................
ZONE 1: BACKFILL TRENCH AND
CATCH BASIN EXCAVATIONS WITH
CDF UP TO 0.1' PF!._OW PIPE
PERFORATIONS ---
PLAN
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A SECTION
N.T.S
DN C. SLAB
<FILL
TRENCH
PREFABRICATE
DRAINAGE
�MATERIAL
STRUCTUAL CONC. SLAB
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ZONE 3: BACKFILL
FULL DEPTH OF TRENCH
WITH CDF
"A —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
SCALE: N.T.S.
20 0 20 40
scale feet
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p ° s —ENGINEERING—STREETS—WATER—SEWER—PARKS—BUILDING—
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* 1908
by
date
CONSULTANTS
DRAINAGE AND UTILITY PLAN
SHEET 2
('�
C33
sheet 35 of 144
designed
MD
2/20/01
33301 9TH AVENUE SOUTH
w 0-1
FEDERAL WAY, WASHINGTON
BERGER/ABAM 98003-2600y EN:GI NEER$I Nc.
VOICE: (206)431-2300
FAX: (206)431-2250
-
BJA
2/20/0 1
checked
GLP
2/20/01
SOUTH 180th STREET GRADE SEPARATION
i
3/11/05
RECORD COPYproj
job no A00084
eng
CCW
2/20/01
proj dir
GLP
2/20/01
2/17/
ADDENDUM NO. 3
scale '„=2°'
date 20-Feb-2001
no
date
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Lost Saved on Wed May 19 2005 of 03.• 03PM by Hamilton File Nome.• 0.• 12000 IA000841 CAOD I dwgs I C-33. dwg Scale: 20