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NOTES: 6
6. A
ALL 12" UNDERDRAIN PIPE SHALL BE PERFORATED CORRUGATED P
POLYETHYLENE (PE)
WITH SMOOTH INNER WALL. ALL 6" UNDERDRAIN PIPE SHALL BE C
CMP,
OVERHEAD POWER LINES TO REMAIN COORDINATE ELEVATION W
OF LINES AND NESC CLEARANCE REQUIREMENTS WITH PUGET SOUND ENERGY. 7
7. E
EXCEPT FOR UNDERDRAINS AND DETAIL ON C33, ALL DRAINAGE A
AND UTILITY TRENCHES
NO OUTAGES SHALL BE PERMITTED FOR TRANSMISSION LINES. I
INTO CDSM SHALL BE BACKFILL WITH CDF TO ORIGINAL LIMITS O
OF CDSM,
CONTACT: GARY MUELLER (206) 521 -5218
8. F
FOR � SEE PROFILES ON DRAWINGS C34 TO C36. A
A
R TEMPORARY OVERHEAD FEEDER SHOWN ON PLAN WILL BE 8
_3
PERMITTED WITH TWO WORKING DAYS NOTICE TO PUGET SOUND ENERGY. 9
9. A
ALIGNMENT, GRADE AND LIMITS OF GAS AND ELECTRICAL
CONTACT• BRIAN SWART (253) 395 -6839 P
CONTACT: • • .- • _• . • • .• • ---. -... . -- - . - - - - - CASINGS ARE r�rr nvn � mr� � �.� i THE ,�r����� n.� WATER �r� CASING
�.� . EMERGENCY OVERFLOW
��� CITY T.. .�.� �� ►�T��� C A Al I T A SV cr�uro RELOCATION ccc DRAWING rdS SEE SHEETS C46 AND C47 AND SPECIAL PROVISIONS FOR DETAILS, SPILLWAY
3. FOR CITY OF RENTON SANITARY
4. FOR WATER LINE RELOCATION, SEE DRAWINGS C46 —C48. I BERM
"
I
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, BNSF, ATT, MCI I o ACCESS RAMP
AND WORLDCOM FOR JOINT RELOCATION PROJ CT), I '�
0
MICHAEL FULMER (253)872 -4005, LEVEL 3 COMMUNICATIONS, I oc
JERRY STORY (970)209 -4 3 I
GAS; PUGET SOUND ENERGY, RANDY BUSC 425 462- 96 I w
HIGH PRESSURE FUEL; BP (OLYMPIC PIPELINE ANDRES RESTREPO (425)235 -7746 B x v
20 "0 ELECTRICAL CASING C` 3 `= ACCESS RAMP
36"0 GAS CASING APPROX LIMIT OF
p WATER CASING DEEP SOIL MIX R /4 B1
�♦, SEE SHEETS C46 & C47 PUMP STATION
In
Q
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.._ �� �
n 15
P T P T P/T p/T p
M ~ v —
I
FINAL VAULT
CONFIGURATION
I
ACCESS ROAD
NEW POWER rV/ y 511 I� ail
VAULTS _ — J L Y P
r 11
DETENTION /WET POND
SEE DETAILS ON SHEET C3�6 SIDEWALK
�♦ EXISTING
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19 A6 �
W. —w — .; w
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i
/�' REMOVE 90LF bF EXIST
/ SANITARY SEWER PIPE
LUMINAIRES
2' CONC. BASE
W/ NO POLE
63
CG
--- ACCES13 ;R&
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94 P_ =�m
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TO
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lo
MOVED B3 i
UTILITY CONFLICT�'
W /GAS &TREES
IPA
i
22 i
w-
22 +00
APPROX LIMIT OF
DEEP SOIL MIX
23
/ �--- --� \ d I 3 RIM EL 24.70
oP OP O ---- ----0p ----OP I \ / II Q „
vL i �l.op OP oP --- ----oP ____OP ____�� p Q I.E. 21, 7 f (EXIST 8 E * )
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op. -'_roP o I.E. 21.7E (MATCH EXIST ) .-
P T T
REM VE 75LF OF `EXISTING / - P P OP EL. 21.84 .
;% TEMPORARY PSE
SANITAR Y SEWER P IPE
OVERHEAD FEEDER
' ..
Icv r,� �� a y
80
S S ,
Icv
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� I � � � F- .
8" D. CLEANOUT
APPROXIMATE LOCATION F PROPOSE STA. P1+08 86' IRT.
FIBER OPTIC JOINT RELOCATION I -
* EXISTING INVERT INFORMATIONS R
DEEP ORE BY OTHERS). SEE NO
i I FOR N A TO OBTAIN AS —BUILT INFORMATION EXISTING INVERT INFORMATION SHOWN IS I
' I
AN INTERPOLATION OF AVAILABLE DATA. � " ; ►'
i 3 SEWER CLEANOUT 8 DIA
THE CONTRACTOR SHALL EXCAVATE AND
J ' WC:>1Z11<S ]E> E T'.
; — ENGINEERING— STREETS— WATER— SEWER -- PARKS— BUILDING-
i t 2
1908
cacr so�.Id d �Nr t� aaas w a� a�w ar Ala► F.r. a W" p"& ICAX *fs Ic -J2 dwg .scale ?v
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.
�- ZS�Zo2
by dote CONSULTANTS
designed MD 2/20/01
drown BJA 2/20 /01 =1 9TH AVENUE SOUTH
checked GLP 2/20/01
FEDERAL WAY, WASHINGTON
pro j d^9 CCw 1 2/20/01 BERGER/ABAM 98443-2600
pro j dir (;LP 2/20%1 E % a ` E q ' I " VOICE: (206 )431 -2300
FAX: (206)431 -2250
Fidd bk no
) +239 86' RT
f (MATCH EXIST *)
III
165 LF NEW 8" C -900 !!
SIDE SEWER. PROTECT FF OM
SHALLOW COVER DURING
L CONSTRUCTION.
' I
� I
i
20 0 20 40
- Timm
scale feet
EXISTING UTILITY
INFORMATION IS
APPROXIMATE ONLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
1- 800 -424 -5555
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DRAINAGE AND UTILITY rvAry C32
SHEET 1 _ —+ - -- — .n «t 34 of 144
SOUTH 180th STREET GRADE SEPARATION
IIi RECORD COPY
7 ADDENDUM N0. 3 - -
nO dote revisions
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- - - -- scale A 1. =20.
dote 20-Feb -2001
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) +239 86' RT
f (MATCH EXIST *)
III
165 LF NEW 8" C -900 !!
SIDE SEWER. PROTECT FF OM
SHALLOW COVER DURING
L CONSTRUCTION.
' I
� I
i
20 0 20 40
- Timm
scale feet
EXISTING UTILITY
INFORMATION IS
APPROXIMATE ONLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
1- 800 -424 -5555
I„LJ
Z
J
V
I-
N
DRAINAGE AND UTILITY rvAry C32
SHEET 1 _ —+ - -- — .n «t 34 of 144
SOUTH 180th STREET GRADE SEPARATION
IIi RECORD COPY
7 ADDENDUM N0. 3 - -
nO dote revisions
—= t , �, - -
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job no A00084
- - - -- scale A 1. =20.
dote 20-Feb -2001
0
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165 LF NEW 8" C -900 !!
SIDE SEWER. PROTECT FF OM
SHALLOW COVER DURING
L CONSTRUCTION.
' I
� I
i
20 0 20 40
- Timm
scale feet
EXISTING UTILITY
INFORMATION IS
APPROXIMATE ONLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
1- 800 -424 -5555
I„LJ
Z
J
V
I-
N
DRAINAGE AND UTILITY rvAry C32
SHEET 1 _ —+ - -- — .n «t 34 of 144
SOUTH 180th STREET GRADE SEPARATION
IIi RECORD COPY
7 ADDENDUM N0. 3 - -
nO dote revisions
—= t , �, - -
O
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job no A00084
- - - -- scale A 1. =20.
dote 20-Feb -2001
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