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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. T T T
NO OUTAGES SHALL BE PERMITTED FOR TRANSMISSION LINES. POWER
CONTACT: GARY MUELLER (206) 521 -5218 P ®® P
---- P P
2. TEMPORARY OUTAGES FOR TEMPORARY OVERHEAD FEEDER SHOWN ON PLAN WILL BE U
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. 36" DEEP
� NEW HYDRANT 4" CONDUIT T h
5. BURIED POWER, TELECOMMUNICATIONS, AND GAS RELOCATION BY OTHERS. - -fi
CONTACTS: POWER; PUGET SOUND ENERGY BRIAN SWART 253 395 -6839 3 -�� -�•,` � .
S OWE C ) � � � �
TELEPHONE; QWEST COMMUNICATIONS, DENNIS LIBADIA 206 345 -4484 0� 6" DEEP '
FIBER OPTICS, MCI — WORLDCOM (REPRESENTING SPRINT B
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F ULMER 253 872 -4005. LEVEL 3 COMMUNICATIONS, ? WATER SEE C45
MICHAEL ( )
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GAS; PUGET SOUND ENERGY, RANDY BUSCH 425 462 -3965 3 NEW ALIGNM N -
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PIPE HALL BE PERFORATED CORRUGATED POLYETHYLENE PE
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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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THE CONTRACTOR SHALL EXCAVATE AND
VERIFY EXISTING INVERTS SHOWN PRIOR
TO SANITARY SEWER CONSTRUCTION. IF
THERE IS A DISCREPANCY FOUND, THE
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THE ENGINEER FOR RECALCULATION OF
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5. BURT POWER, T COMMUNICATIONS AND GAS RELOCATION BY OTHERS.
BURIED TELECOMMUNICATIONS,
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2/20/01
CONTACTS: POWER; PUGET SOUND ENERGY, BRIAN SWART (253)395 -6839
-
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FIBER OPTICS; MCI WORLDCOM (REPRESENTING SPRINT, NSF, ATT, MCI
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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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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
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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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date 20 —Fob --2001
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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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LEFT RIGHT
CDF BACKFILL ZONES
RE
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MO
2/20 /01
ZONE 1
ZONE 2
ZONE 3
ZONE 4
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RIGHT
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15+70
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2/20/01
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ZONE 1: BACKFILL TRENCH AND
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PER FOR AT1 ON S - ---- -- --
ROLL 20�
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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
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2/20/01
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2/20/01
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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
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SOUTH 180th STREET GRADE SEPARATION
.0
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113.8
RECORD COPY
NO. 3
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C33
.h..t 35 of 144
Job no A00064
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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
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F 11�
113.8
RECORD COPY
NO. 3
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C33
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EXISTING 8" DIAM.
bbot W
MH E3
EXISTING MANHOLE TO REMAIN
A 14 899 50' LT
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LAID I INV V 1 ILI 1 1
INFORMATION IS
APPROXIMATE ONLY 1
ALL TWO WORKING DAYS
BEFORE YOU DIG
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j MH 3
A 14 +87, 71.5 LT
� SS 5 +94.0
INSTALL NEW MH OVER EXIST
1 8" PVC SEWER. SEWER FROM SOUTH
SHALL REMAIN ACTIVE UNTIL NEW
I MAIN IS TESTED AND ACCEPTED BY
CITY OF RENTON
AFTER ACCEPTANCE OF NEW SEWER,
� I i PLUG INLET FROM SOUTH AND
—W w— REMOVE EXISTING SANITARY
SEWER PIPE
I
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�,--: - - - - - -
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SANITARY PLAN AND PROFILE
SOUTH 180th STREET GRADE SEPARATION
t i& r
�F I I
R-
13.9
* 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.
** SIDE SEWER REPLACEMENT
THE LIMITS OF SIDE SEWER
REPLACEMENT BEYOND THE RIGHT OF
WAY ARE SHOWN APPROXIMATE. ACTUAL
LIMITS OF REPLACEMENT SHALL BE AS
NECESSARY TO PROVIDE 18 IN MIN.
COVER OVER THE PIPE WITHIN THE LIMITS
OF CONSTRUCTION. THE CONTRACTOR
SHALL POTHOLE THE EXISTING SEWER
AND COORDINATE SIDE SEWER
REPLACEMENT WITH THE ENGINEER IN THE
FIELD.
* ** VERTICAL SEPARATION
WHERE UTILITY PIPE LINE VERTICAL
SEPARATION IS LESS THAN ONE (1)
FOOT, INSERT ETHAFOAM HS -600
PLANK —FOAM BOARD OR EQUAL AS
CLEARANCE SEPARATION.
OT
SEE DRAWING C32 FOR CITY OF KENT
SEWER IMPROVMENTS.
oLO 0 149.55' EXIST. �
cr_ N.T.S. r
WrN
w N.T.S. 78.49' M
Q� ww 30
V) x _
� tY
25
II
it
EXIST. 8 " DAIM. SS I I
S=- -0.67% I I
— __-- _----- --- - -1 20
scale feet
R O/45 RECORD COPY
2EJ91 /0 ADOENDMA NO. 3 __ --
no ; date I revisions
1
CIO
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H
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I"1
O
U
C45
- -- sh «t 45 of 144
job no A00084
scale _ 1 " =20'H, 1 " =5'V
dote 20— Feb -2001 /
rr"-
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by
date
CONSULTANTS
designed
CS
2/20 /01
A4004,1111 33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
BERGER/ABAM 98003-2600
E y G . It E EA s VOICE: (206)431 -2300
I Moe, FAX: (206)431 -2250
drown
8JA
2/20 /01
checked
GlP
2/20 /01
pr°j an
CCW
2/20/01
pro j diw
GLP
2/20/01
ode ek no
I
ROLL 240 a
EXISTING 8" DIAM.
bbot W
MH E3
EXISTING MANHOLE TO REMAIN
A 14 899 50' LT
1
I
Ii.
LAID I INV V 1 ILI 1 1
INFORMATION IS
APPROXIMATE ONLY 1
ALL TWO WORKING DAYS
BEFORE YOU DIG
. onn An'A cccc
j MH 3
A 14 +87, 71.5 LT
� SS 5 +94.0
INSTALL NEW MH OVER EXIST
1 8" PVC SEWER. SEWER FROM SOUTH
SHALL REMAIN ACTIVE UNTIL NEW
I MAIN IS TESTED AND ACCEPTED BY
CITY OF RENTON
AFTER ACCEPTANCE OF NEW SEWER,
� I i PLUG INLET FROM SOUTH AND
—W w— REMOVE EXISTING SANITARY
SEWER PIPE
I
I
�,--: - - - - - -
P
SANITARY PLAN AND PROFILE
SOUTH 180th STREET GRADE SEPARATION
t i& r
�F I I
R-
13.9
* 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.
** SIDE SEWER REPLACEMENT
THE LIMITS OF SIDE SEWER
REPLACEMENT BEYOND THE RIGHT OF
WAY ARE SHOWN APPROXIMATE. ACTUAL
LIMITS OF REPLACEMENT SHALL BE AS
NECESSARY TO PROVIDE 18 IN MIN.
COVER OVER THE PIPE WITHIN THE LIMITS
OF CONSTRUCTION. THE CONTRACTOR
SHALL POTHOLE THE EXISTING SEWER
AND COORDINATE SIDE SEWER
REPLACEMENT WITH THE ENGINEER IN THE
FIELD.
* ** VERTICAL SEPARATION
WHERE UTILITY PIPE LINE VERTICAL
SEPARATION IS LESS THAN ONE (1)
FOOT, INSERT ETHAFOAM HS -600
PLANK —FOAM BOARD OR EQUAL AS
CLEARANCE SEPARATION.
OT
SEE DRAWING C32 FOR CITY OF KENT
SEWER IMPROVMENTS.
oLO 0 149.55' EXIST. �
cr_ N.T.S. r
WrN
w N.T.S. 78.49' M
Q� ww 30
V) x _
� tY
25
II
it
EXIST. 8 " DAIM. SS I I
S=- -0.67% I I
— __-- _----- --- - -1 20
scale feet
R O/45 RECORD COPY
2EJ91 /0 ADOENDMA NO. 3 __ --
no ; date I revisions
1
CIO
.j
H
LL
I"1
O
U
C45
- -- sh «t 45 of 144
job no A00084
scale _ 1 " =20'H, 1 " =5'V
dote 20— Feb -2001 /
rr"-
V:
C
0
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