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NOTES: 6, ALL 12" UNDERDRAIN PIPE SHALL BE PERFORATED CORRUGATED POLYETHYLENE (PE)
I, PUGET SOUND ENERGY OVERHEAD POWER LINES TO REMAIN, COORDINATE ELEVATION WITH SMOOTH INNER WALL. ALL 6" UNDERDRAIN PIPE SHALL BE CMP. 0
OF LINES AND NESC CLEARANCE REQUIREMENTS WITH PUGET SOUND ENERGY, 7o EXCEPT FOR UNDERDRAINS AND DETAIL ON C33, ALL DRAINAGE AND UTILITY TRENCHES
NO OUTAGES SHALL BE PERMITTED FOR TRANSMISSION LINES, INTO CDSM SHALL BE BACKFILL WITH CDF TO ORIGINAL LIMITS OF CDSM,
CONTACT: GARY MUELLER (206) 521-5218
TEMPORARY OUTAGES FOR TEMPORARY OVERHEAD FEEDER SHOWN ON PLAN WILL BE 8. FOR SEE PROFILES ON DRAWINGS C34 TO C36r A
2. TEMPO ®,
PERMITTED WITH TWO WORKING DAYS NOTICE TO PUGET SOUND ENERGY. —3
CONTACT: BRIAN SWART (253) 395-6839 9, ALIGNMENT, GRADE AND LIMITS OF GAS AND ELECTRICAL
CASINGS ARE APPROXIMATELY THE SAME AS WATER CASING,EMERGENCY OVERFLOW
3, FOR CITY OF RENTON SANITARY SEWER RELOCATION SEE DRAWING C45,
SEE SHEETS C46 AND C47 AND SPECIAL PROVISIONS FOR DETAILS, SPILLWAY 0
4, FOR WATER LINE RELOCATION, SEE DRAWINGS C46—C48. BERM x X DETENTION/W T POND
�} SEE DETAILS ON SHEET
5. BURIED 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, BASF, ATT, MCI i Q ACCESS RAMP +
AND WORLDCOM FOR JOINT RELOCATION PROJECT),
MICHAEL FULMER (253)872-4005, LEVEL 3 COMMUNICATIONS, � j \
JERRY STORY (970)209-4 3 I �
GAS; PUGET SOUND ENERGY, RANDY BUSCH 425 462-3965 w
HIGH PRESSURE FUELBP (OL M IC PIPELINE), ANDRES RESTREPO (425)235-7746 B x
20"0 ELECTRICAL CASING C�3 a ACCESS RAMP
36"0 GAS CASING APPROX LIMIT OF
p WATER CASING DEEP SOIL MIX / /+ B1 2
LO SEE SHEETS C46 & C 7 PUMP STATION R
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3
* EXISTING INVERT INFORMATION
EXISTING INVERT INFORMATION SHOWN IS
AN INTERPOLATION OF AVAILABLE DATA.
THE CONTRACTOR SHALL EXCAVATE AND
VERIFY EXISTING INVERTS SHOWN PRIOR
TO SANITARY SEWER CONSTRUCTION. IF
THERE IS A DISCREPANCY FOUND, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE ENGINEER FOR RECALCULATION OF
THE SLOPE FOR THE NEW SEWER.
�-28�Zo2
S R CLEANOUT 8" DIA
TA. A20+23, 86' RT
I.E. 22.4f (MATCH EXIST *)
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FINAL VAULT
CONFIGURATION
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SIDEWALK
EXISTING
LUMINAIRES
MH K1
SHALLOW MANHOLE TYPE C
A. A21 54, 28.5' RT
RIM L 4.70
I.E. 21 f (EXIST 8"E*)
I.E. 2 .7± (MATCH EXIST *)
EL. 1.84
STA.D.12CLEAN +0886T RT.
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165 LF NEW �" C-900
SIDE SEWER. ROTECT F OM
SHALLOW CO ER DURING
CONSTRUCTIO .
0 20 40
feet
S
EXISTING UTILITY
INFORMATION IS
APPROXIMATE ONLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
1-800-424-5555
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CONSULTANTS
DRAINAGE AND UTILITY PLAN
SHEET 1
C32
sheet 34 of 144
designed
MD
2/20/01
kaT- 333019THAVENUESOUTH
FEDERAL WAY, WASHINGTON
BERGER/ARAM 98003-2600
E " G i " E E R s " • VOICE: 206 431-2300
��"f FAX: {206�31-2250
drawn
BJA
2/20/01
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checked
GLP
2/20/01
SOUTH 180th STREET GRADE SEPARATION
R
3/11/05
RECORD COPY
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job no A00084
prof eng
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2/20/01
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2/20/01
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2/17/
ADDENDUM NO. 3
scale 1 =20
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date
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field bk no
date 20—Feb-21
)01 /
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Last Saved on Wed May 18 2005 at 03.-OJPM by Hami/ton File Name- 0..• 120001 A000841 CADD 1 dwgs I C-32. dwg Scat - 20