HomeMy WebLinkAboutS-2862010
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6. ALL 12" UNDERDRAIN PIPE SHALL SE 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. C)
OF LINES AND NESC CLEARANCE REQUIREMENTS WITH PUGET SOUND ENERGY. 7. 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
2. TEMPORARY OUTAGES FOR TEMPORARY OVERHEAD FEEDER SHOWN ON PLAN WILL BE 8. FOR SEE PROFILES ON DRAWINGS C34 TO C36. A
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
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SEE DETAILS ION SHEET C3j
P T ----- P T P/T ----- P/T ----- P P —� ---p
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APPR X" (MATE LOCATIO F PROPO E
FIBER iOPTIC JOINT REDO ATION
* EXISTING INVERT INE013MATION
DEEP ORE BY OTHERS). SEE NO TE
FOR N A TO OBT614 AS—BUILT I FORMATION EXISTING INVERT INFORMATION SHOWN IS
3 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.
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23
SANITARY SE i PIPE I
/M H K 1
lo' SHALLOW MANHOLE TYPE C
1 �TA . A21 *•54, 28.5' RT �
,. RIM FL 24.70
I.E. 21-'I± (EXIST 8 "E *)
I.E. 21.7± (MATCH EXIST *)
T ~ EL. 21.84
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8 D. CLEANOUT
STA. 1+08 86' T.
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SEWER CLEANOUT 800 DIA
STA. A20 +231 86' RT l 165 LF NEW $" C -900
I.E. 22.4± (MATCH EXIST *) , SIDE SEWER. PROTECT F OM
I D
by ° °'• CONSULTANTS
designed
4. FOR WATER LINE RELOCATION, SEE DRAWINGS C46 —C48.
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2/20 /01
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5. BURT POWER, T COMMUNICATIONS AND GAS RELOCATION BY OTHERS.
BURIED TELECOMMUNICATIONS,
I
GLP
2/20/01
CONTACTS: POWER; PUGET SOUND ENERGY, BRIAN SWART (253)395 -6839
-
TELEPHONE; QWEST COMMUNICATIONS, DENNIS LIBADIA 206 345 --4484
FIBER OPTICS; MCI WORLDCOM (REPRESENTING SPRINT, NSF, ATT, MCI
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ACCESS RAMP
AND WORLDCOM FOR JOINT RELOCATION PROJ CT),
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MICHAEL FULMER (253)872- -4005. LEVEL 3 COMMUNICATIONS,
I
JERRY STORY (970)209-4
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GAS; PUGET SOUND ENERGY,
RA DY BUSC 425 46 — 96 3
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IC PIPELINE ANDRES RESTREPO (425)235 --7746
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20 "0 ELECTRICAL CASING
C-- 3
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ACCESS RAMP
36 "0 GAS CASING
-
APPROX LIMIT OF
WATER CASING
DEEP SOIL MIX
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SEE SHEETS C46 & C47
;
PUMP STATION R
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SEE DETAILS ION SHEET C3j
P T ----- P T P/T ----- P/T ----- P P —� ---p
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W - w
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OP --- -oP P OP --. —0p -- ___I_
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TEMPORARY PSE SANITARY SEWER PIPE
OVERHEAD FEEDER
Icv
1 Y�
i crt
APPR X" (MATE LOCATIO F PROPO E
FIBER iOPTIC JOINT REDO ATION
* EXISTING INVERT INE013MATION
DEEP ORE BY OTHERS). SEE NO TE
FOR N A TO OBT614 AS—BUILT I FORMATION EXISTING INVERT INFORMATION SHOWN IS
3 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.
**1114 ]p r._
jj ]B C: WC:)jZZ j<S IDEI� .
o a s —ENGINEEF2ING-- STREETS -- WATER -- SEWER -- PARKS--- BUILDING—
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VAULTS L A P
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1 B A (211d 22
—W -w W w i
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WW
21+00 I 22 +00
REMOVE EXIST A HOLE
AP ROX LIMIT
REMOVE 9OLF EXIST DE P SOIL MI
23
SANITARY SE i PIPE I
/M H K 1
lo' SHALLOW MANHOLE TYPE C
1 �TA . A21 *•54, 28.5' RT �
,. RIM FL 24.70
I.E. 21-'I± (EXIST 8 "E *)
I.E. 21.7± (MATCH EXIST *)
T ~ EL. 21.84
OP �
O'
S
0%
8 D. CLEANOUT
STA. 1+08 86' T.
, R
SEWER CLEANOUT 800 DIA
STA. A20 +231 86' RT l 165 LF NEW $" C -900
I.E. 22.4± (MATCH EXIST *) , SIDE SEWER. PROTECT F OM
I D
by ° °'• CONSULTANTS
designed
MD
2/20/01
�1 8TH AVENUE SOUTH
FEDERAL. WAY, WASHINGTON
QE"RIAMAM 8e)03 -2800
' " o " E ` " ' INC, 'VOICE: (208 )431 -2300
FAX: (208)431 -2250
drawn
8JA
2/20 /01
chocked
GLP
2/20 /01
pro j ong
CCW
2/20 /01
pro) dir
GLP
2/20/01
ROLL 2,0 �
SHALLOW COVER DURING
1 � CONSTRUCTIO I
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I I 20 0 20 40
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scale feet
DRAINAGE AND UTILITY PLAN
SHEET 1
SOUTH 180th STREET GRADE SEPARATION
FR �� 137
EXISTING UTILITY
INFORMATION IS
APPROXIMATE ONLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
1- 800 -424 -5555
r �� RECORD COPY
ADOENOUIM NO. 3 _ -
no date : revisions
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C32
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job no A00084
kale 1 "•20'
date 20 —Fob --2001
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