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10
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r
NOTE: SEE .SHEET UT1 FOR
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15 AND LEGEND
FILENAME. OT10 :y TATE FED. AID PROJ. NO. y T('}5 HIGJVW Y DMSION _
PLOT DATE: B 24 90 _
22 3 wa&*-,gton State SR 406 ' I 1 Q
DRAWN G.O. 2 AS -BUILT PLANS ONLY L 10 WASH _ • TUKWILA TO SUNSET BLVD I
I e S eCi 9 / ACI-4o5 3(760) Department Ot TranBportatlon CEDAR RIVER PIPELINES -RELOCATION
CHECKED DNP Ec 0� I� �cLT
PROD. ENGR. J.E. JOHNSON 9i4roo AWED CALLOUTS Rw 9OW069 s �L
DIST. ADM. R.Q. ANDERSON a REWSD 12' w ONP v� URS UTILITY PLAN 107
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60 \ \ \
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58
57 \ - /i // li / \ �- - - ----------- - -;�
\/
56 _ \ / i" \ _ I I I NOTES
55
� I
/ r\ I'' _ _)I I II 1.1 THESE PLANS SHOW THE MOST RECENT SUBMITTALS FOR UTILITY RELOCATIONS AS RECEIVED
54 1��+ �/ \ \•\ - - _,\ I \'___---- \ I i I, - 9 PRIOR TO THE AWARD OF THIS CONTRACT. THEY DO NOT GUARANTEE THE ACTUAL LOCATION
/ -- \\_ -- AS BUILT BY THE UTILITY COMPANY OR THEIR REPRESENTATIVE.
53 �����I �\'- `-�I r I THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF THE UTILITIES WITH A
51 \,\ \ \ \ �\ �``_ i II i i ,- -�I REPRESENTATIVE OF THE UTILITY COMPANIES AND THE FIELD ENGINEER.
I -.-is
\ \��� `� 2:> WASHINGTON NATURAL GAS PLANS TO CUT, CAP AND ABANDON IN PLACE, GAS LINES,
50 \'\ \ / \�. � �� \ ' i I , I I \ j \i NORTH OF, AND OR WEST OF THESE AREAS.
4g - `�� ��\ ��` \ i I I \ ) �5��O
MPORARY LOCATION OF POWER LINES DURING STAGES 1 THROUGH 4.
/ , ; 4� ONOF POWER LINES DURING THE LAST STAGES OF CONSTRUCTION.
47 \ PUG T POWER SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THEY CAN RE ROUTE
TO IS LOCATION.
45
46 \ \\\ `� I I
\ \ \\ �� t �• 5.) SEE 5\E1�] AND EUT2 FOR LOCATION OF OTHER UTILITIES IN THIS AREA.
12
44
M424
AY"
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SCALE IN FEET
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TAT
FED.AID PROJ.NO.
HIGHWAY DIVISION
��
SR 405
UT29
J 5
4
DESIGNED BY
_
10
WASH
W-2239
Deportment
IffirNashitment
of Tronsportat i on
of Tr
TUKwILA
TO SUNSET• BLVD
- RELOCATION
-SHEET
�3
ENTERED BY
CEDAR RIVER
PIPELINES
CHECKED BY
xre MWER
ACI-405-3(780)
317
RELOCATION
PLAN
a "2
PROJ. ENGR. J. JOHNSON
9W069S-2239UTILITIES
1
DIST. ADM. R.O. ANDERSON
DATE
DATE
REVISION
BY
3FtCCNsy
2GA2:f 110.2]90N069C.UGN;!
SHEETS
C R
5'O.fi
VA • -am
Ii
1,
`` T. 23N. R. 5E. W.M.
CITY Jr FR r 1\1 rJ 1\1
' \\ Ge,
( /N
LOCATE 8" PIPE
\ _ —
JOINTS OUTSIDE tN��—
VAULTS (MJ) I '• TWO 8" D.I. •� � P �• ,_:_�_ —�
BLOWOFFS \ `�
;END(MJ) CB TYPE2\
W/THRUST 48"
BLOCK
ro' 2
;i,• g"0• 6.ADS ROOF,'bRAIN -.F�" `PLUG EXIST. I
1 •. ;�� OR(a1N; ^NON -PERFORATED);' \` - FZ ,•�q .
EX. CONC 1 Try^� 1pVroff "!(lC 18" INLET IN
RE7 1yq� I B �;% �/ 4 {. 6 �9+ :F OUTLET
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-V J(� CB TYPE 2 9 �_ , t-_,� - go rA' n QQ
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r ! eC0 \ 3_SUMP _ = Y�:'r 'B. BLOWOFF DRAIN
6 �OF `��"— ' ( SEE SHEET U
e'zzliz°J----
'✓��'� FUTURE FACE OF WALL 5�� / a '
I (BY OTHERS) ;� co BEND (MJ) I ��/Q ,i cr
,
i 7\� W/THRUST 1 a.
I� r 10 ip,/ yS<E LOCK �$` 5�' O Na.
'•,\, isx' 1 ,�' - �`�.%i. TAT �gY �X�- �� 12 W
Q ..� ��� C♦ Ors - ' — ~
j W ,LINE" - DECHLORINATION BUILDING v� �ayF�s` - 4 EXIST. 48" MH
�k' ( RIM = 56.78 1
(SEE SHEETS B4 AN
BID ITEM LIMIT EXTENDS 2FT. 4<`<" => - S7 DRAIN (TEMPORARY)
x OUTSIDE BLDG. AND / MOD. MH 48 TYPE' 18" D.I. MH TYPE I
INCLUDES CONC. - \ 48"
/ APRON TO NORTH.
ez
/ / / / ���✓✓✓ i SRe\Dp \.. \ Ate•
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TO BE ABANDONED. -BY OTHERS 10 0 10 20 p'� ,•wwF�
;l AFTER FUTURE DEMOLITION �\ m
p / / O�� ��' G�%•' ,`t '•;'P,o '••, OF EXISTING SR 405 BRIDGES, \ ���
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Z � / � �' / / , .', ' � � � i� ' � / /` rig � ,, •• '•, •, :, ' � _ \�1\
u n Z Im LLI / STATE FED. AID PROJ. NO. "" T" HIGHWAY DIVISION
z w 0. (, DRAWN RS 10 WASH � Washington State SR 405 B I - (\
� TUKWILA TO SUNSET BLVD K
o Q o Acl-4o5-3nso) 22 -Iv Department of Transportation CEDAR RIVER PIPELINES - RELOCATION ..�.,
a'v w ^_; w CHECKED TRW JOB NUMBER
o pw
' ¢ w " x PROJ. ENGR. J. E. JOHNSON 90W069 B� °.
JNV95
V�N DIST.ADM.. R.O.ANDERSON 10/92AS BUILT 91 4NS ONLY L CONTRACT NO. URS BLOWOFF PLAN - 317
DATE REVISION BY APP'D J O s- I APPROVED �tTAKM `
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APPROVED
TWO
Amb, Washington State
Department of Transportation
.ITS 400 B 2-
TUKWILA TO SUNSET BLVD
CEDAR RIVER PIPELINES -RELOCATION
96
Oe
BLOWOFF PROFILES V 317
fMEfT.
DRAWN BKH
TRW
DIST. ADM.. R.O. ANDERSON
W
Y
10 IWASHI ACI-408-3(790)
9OW069
CONTRACT NO.
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AM Washington State SR 405
� TUKWILA TO SUNSET BLVD
AF Department of Transportation CEDAR RIVER PIPELINES -RELOCATION
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I II 1 I 1 I I II I I I I I I I I I i
20 19 18 17 16 15 14 13 12 11 10 9 8 7 6
Amok Washington State SR 405
TAt Department of Transportation I
SOUTH RENTON TO SUNSET BLVD. H OV
R t.14-7 ox�0129�
HYDRANT PROFILE
I I I I l i I I 1 II I I 1
6 7 8 9 10 11 12 13 14 15 16
119
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17 18 19 2
WSDOT Survey Mark Report
Washinglon State
oR Department of Transportation
Page 1 of 2
Report of Survey Mark
GENERAL MONUMENT INFORMATION
Designation:
GP17405-66
T.R.S:
Corner Code:
23N, 5E , 17
ACCOUNTS INFORMATION
BOOK PROJECT
INVOICE
Monument ID:
899
State Route:
405
222
OL3499
23-01010
State:
WASHINGTON
Mile Post:
3.650
225
XL1546
23-01050
County:
KING
Station:
26
OL7858
23-92043
Region:
NW
Offset:
Nearest Town:
RENTON
Owner:
GS
Usgs Quad:
RENTON
Bearing:
M
Description
TO REACH THE STATION FROM THE JUNCTION
OF SR 405 AND SR 167 IN RENTON, GO NORTH
ALONG SR 167 TO THE SR 405 - RENTON AVE
UNDERCROSSING AND MARK. IT IS LOCATED IN
NORTHEAST CORNER, 1.4 METERS SOUTHWEST
OF THE NORTHEAST END OF THE CONCRETE
BARRIER, 60 CM WEST OF THE PAVEMENT SEAT
AND 1.3 METERS NORTH OF THE SOUTH EDGE
OF CONCRETE SIDEWALK. THE MARK IS A
WSDOT BRASS DISK SET INTO THE SIDEWALK
AND LEVEL WITH THE CONCRETE SURFACE.
CURRENT SURVEY CONTROL
DATUM
LATITUDE
UNIT LONGTITUDE UNIT NETWORK
METHOD
ACCURACY
NAD 83/91
47 28 47.640961
N 122 12 02.424653 W PRIMARY
GPS
2 CM
NAD 83
ELLIP HGT
11.423
M
CPS
5 C M
NAVD 88
ORTHO HGT
34.254
M PRIMARY
DIFF LEVELS
1 CM
SPC ZONE
NORTHING
UNIT EASTING UNIT SCALE
CONV.ANGLE
COMB.FACTOR
N 54271.988 M 396945.431 M 1.00000381-10104.8
MONUMENTATION HISTORY
DATE RECOVERED BY CONDITION
04/01/1993 GEOGRAPHIC SERVICES MONUMENTED
06/01/2001 GEOGRAPHIC SERVICES GOOD
Copyright WSDOT O2002 Traffic & Roads I Site Index I Contact WSDOT I WSDOT Business I WSDOT Home
http://www.wsdot.wa.gov/monument/report.cfm?monumentid=899 08/14/2006
8-21-Oro
7
PROJECT REQUEST FORM
PLANNING/BUILDING/PUBLIC WORKS
SOME SECTIONS APPLY TO CIP AND SOME APPLY TO DEVELOPER PROJECTS)
DATE: 8/21/05 CONTACT: Daniel Carey WO#
FILE STATUS I ❑ EXISTING OR ® NEW I FILE CODE (PRI XX-XXXX) (if applicable)
LOCATION I ❑ My Work Space: I ® File Bay Shelf #: CH5FS015 1 ❑ Other:
PROJECT NAME: (TERTIARY) Renton Ave S / S 3`d St. Storm System Outfall Relocation (label line one)
(250 characters max)
Allowable Folder Title: (SECONDAY): (CIP Only) (enter or open pick list below) (label line two)
(WORKING FILE)
Go to Utilities Pick List
DESCRIPTION OF PROJECT: Contruct appx. 95 LF of 18" storm system to route Renton Ave. South storm
system from failed outfall. System will connect to I-405 storm system. Project includes repair of hillside erosion
at failed outfall.
ADDRESS/STREET NAME(S): Renton Avenue South, South 3`d Street
DEV/CNTR/OWN/CNSLT: City/TBD/City/City
OTHER ALIASES:
Size of Waterline:
N/A
New
&
N/A
New
Size of Sewerline:
N/A
New
&
N/A
New
Size of Stormline:
18"
New
&
N/A
New
CHECK EACH DISCIPLINE INVOLVED IN PROJECT Ltr Drwg # of sheets
❑ TED (roadway/drainage) ❑ ❑
(off site improvements) (include TESL)
❑ TRO (Signalization, Channelization, Lighting) ❑ ❑
❑ W WP (wastewater)
❑ WTR (water) (Mains, Valves, Hydrants)
® SWP (surface water imp.)
(CIP only)(include basin name)
❑ PLR (plan review) (Neccessary for developer files)
(inc. composite & HorizontalCtri)
❑ ® 1
❑ (letter only)
PLEASE CHECK THE DISCIPLINES WHICH NEED TO SIGN MYLARS:
❑ WATER ❑ WASTEWATER ® SURFACE WATER ❑ TRANSPORTATION ❑ FIRE
FOR FILE MAINTAINANCE USE ONLY
File Codes: Date Entered and Labels Made:
C
ProjectRequestForm - Renton Ave
2
RETURN TO TOP
CORRESPONDENCE
❑General ---------
❑Consultant------
❑ C ity ---------------
❑Other Agencies
❑Contractor------
❑Grants/Loans --
CIP PROJECT FILE PICKLIST
UTILITIES
FILE TITLE FOLDER SIZE* QUANTITY
Choose Folder size
DESIGN/PLANNING
❑Design---------------------------------------------------------------- 2S (2" Shelf) 1
❑Consultant Selection ----------------------------------------------
F-lContracts ------------------------------------------------------------
❑ Reports/Studies/Calculations -----------------------------------
❑Consultant Payments ---------------------------------------------
r--®-AGREEMENTS-----------------------------------------------------------
❑ S E PA --------------------------
❑ PERMITS/PLAN REVIEW
❑ EASEMENTS/DEEDS
CONSTRUCTION
❑Bid Info--------------------------------------------------------------- 4S (4" Shelf) 1
❑Insurance & Legal Review ---------------------------------------
HContract Document -----------------------------------------------
®S u b m i tta I s -----------------------------------------------------------
❑Pay Estimates ------------------------------------------------------
❑Change Orders -----------------------------------------------------
Zinspection/Progress Reports -----------------------------------
❑Construction Management Services --------------------------
❑Operations & Maintenance --------------------------------------
F-1 LITIGATION
LID -----------------
SAD
Public Notification
Final Assessment Roll
Miscellaneous ----------
❑Public Notification -----
❑Public Meetings --------
❑Final Assessment Roll
❑Miscellaneous----------
ProjectRequesffonn - Renton Ave
SDMH (4)
18 ,.
SD
CURB LINE DEPICTED ON CAD DRAWING
PROVIDED BY CITY OF RENTON
BENCHMARK
ELEV.=112.38' (NAVD88)
WSDOT BM — GP17405-66
MONUMENT ID #899
BRASS DISK SET IN CONC. WALK
Ac Ml III r — — 1 11—
O 18" p0
SO VICVI Plpe SSMH (7)
SD
\\ \ S
D�
� SD \
\ SD
O
W
O
O
NORTH
111
SCALE 111=10'
20'
HORIZONTAL DATUM: SEE NOTE #1
VERTICAL DATUM: NAVD88
SDMH (6)
LEGEND
® CB = CATCH BASIN
® SSMH = SANITARY SEWER MANHOLE
® SDMH = STORM DRAIN MANHOLE
SD STORM DRAIN
NOTES
1. NO SPECIFIC HORIZONTAL CONTROL WAS USED IN THE DEPICTION OF
]HIS SURVEY. THE AS —BUILT INFORMATION ON THIS DRAWING IS
APPROXIMATELY ORIENTED AROUND THE CURB LINE SHOWN ON A CAD
DRAWING SUPPLIED BY THE CITY OF RENTON.
AS —BUILT DATA
POINT #4: STORM DRAIN MANHOLE (ROUND SOLID LID)
RIM ELEV = 110.68'
IE CENTER OF CHANNEL (N—S) = 90.78'
IE (W) 24" PVC = 101.70'
IE (E) 18" PVC = 105.43'
POINT #5: CATCH BASIN
RIM ELEV = 114.51'
IE (W) = 110.43'
IE (E) = 110.61'
POINT #6. STORM DRAIN MANHOLE (SOLID LID)
RIM ELEV = 120.34'
IE (W) 16" PVC = 115.38'
STANDING WATER ELEV = 109.94'
POINT #7: SANITARY SEWER MANHOLE
RIM ELEV = 118.83'
IE CENTER OF CHANNEL = 104.74'
POINTS #8 TO #13 = FACE OF CURB
#8: F/C 4 BEGIN CONSTRUCTION
#9: F/C 4 BEGIN RAMP
#10: F/C ® RAMP
# 1 1 : F/C ® RAMP
#12: F/C ® END RAMP
#13: F/C ® END CONST. POINT ON CURVE (POC)
9so
�s J . WA Sy co,U
4� Meriwether Leachman Associates Inc.
0 aw Engineers and Surveyors
35974
�1 11800 N.E. 160th STREET 425 488-4800
ANAL Lk BOTHELL, WA 9801 1-4156 FAX 425 483-2315
XPIRES 12-19-07 MLA JOB NO.: 7607 AS BUILT DATE: 10/31 /06
H:\JOBS\7607\CORRESPONDENCE\CIT`'—RENTON—from\03-13-2007—AS—BLT—INFO\7607-1—City Rev.dwg
—' �-
SURVEYED:
SCALE:
AS Noted
VERTICAL: NAVD 198E
HORIZONTAL: NAD 1983/1991
ILA
DATIJIIVI
�► CITY O F
�� RENTON
WL
Planning/Building/Public Works Df
-- ---
---
DESIGNED:
i
DRAWN;
ONE INCH
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
AS -BUILT
RENTON AVE S / S 3rd ST
STORM SYSTEM OUTFALL RELOCATION
AS -BUILT SURVEY
1/____12006