HomeMy WebLinkAboutSWP2703426.24SECT.18 T.23N. R.5E. W.M.
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D5BEGIN
STA 1;
W
z
J
Q
'+97.00
5 END STA 18+56.00
S LINE
% STA 100+51
RFC�IN / 1
� v
O
2 STA 18+50
12
1
END
3 ROUSER WAYS
STA 50+26.88
R=40'
SIGN SPECIFICATIONS/ROADSIDE SIGN
�y
un
STA 50+42
PLAN
22
7--ND S LINE
STA 102+57.61
SIGN
NO.
STREET
STATION & OFFSET
SIGN CODE
NUMBER
POST
MATERIAL
POST SIZE (INCH)
SIGN CLEARANCE
REMARKS
V min (FT)
W min (FT)
1
SHATTUCK AVE
STA 18+50, 23' RT
R1-1
WOOD
4X4
7
------
2
S LINE
STA 100+51.82, 15.25' LT
R1-1
WOOD
4X4
7
---
3
HOUSER WAY S
STA 50+40, 9' LT
R1-1
WOOD
4X4
7
RELOCATED SIGN
4
S 4TH PL.
STA 39+55.74, 20.23' RT
R1-1
WOOD
4X4
7
RELOCATED SIGN
5
SHATTUCK AVE
STA 21 +92, 25' LT
R1-1
WOOD
4X4
7
RELOCATED SIGN
6
SHATTUCK AVE
STA 21 +11, 2.50' RT
R1-1
WOOD
4X4
7
RELOCATED SIGN
7
SHATTUCK AVE
STA 10+38, 25' LT
R1-1
WOOD
4X4
7
RELOCATED SIGN
8
SHATTUCK AVE
STA 21 +83, 4' LT
R4-302 MOD B
WOOD
6X6
7
— — — — — —
9
SHATTUCK AVE
STA 18+50, 0' RT
R4-302 MOD B
WOOD
6X6
7
------
10
S LINE
STA 102+60, 13' LT
R4-302 MOD A
WOOD
6X6
7
-------
11
S LINE
STA 100+50, 6' RT
W12-2
METAL
6X6
7
INSTALL ON HEIGHT DETECTION COLUMN
12
SHATTUCK AVE
STA 17+90, 20' RT
MOD R7-301
WOOD
4X4
7
13
S LINE
STA 101+18.94, 5' LT
W12-301
METAL
SACRIFICIAL BEAM
SEE DWG ST01
14
S LINE
STA 100+75.24, 5' RT
W12-301
METAL
SACRIFICIAL BEAM
SEE DWG ST01
15
S LINE
STA 100+70, 13' RT
R2-1
WOOD
4X4
7
16
S LINE
STA 101 +28, 12' LT
R2-1
WOOD
4X4
7
17
S LINE
STA 101 +40.2, 17' LT
W12-2
METAL
6X6
7
INSTALL ON HEIGHT DETECTION COLUMN
18
S LINE
STA 100+53, 17' RT
R4-302 MOD A
WOOD
6X6
7
19
HOUSER WAY S.
STA 50+27, 14' LT
R4-302 MOD C
WOOD
6X6
7
20
SHATTUCK AVE
STA 18+50 0' RT
R4-7
WOOD
6X6
7
INSTALL ON THE BACK SIDE OF SIGN #9
21
SHATTUCK AVE
STA 21 +85, 4' LT
R4-7
WOOD
6X6
7
INSTALL ON THE BACK SIDE OF SIGN #8
22
S. 4TH PL.
STA 39+25, 25' RT
R4-302 MOD C
WOOD
6X6
7
23
SHATTUCK AVE
STA 17+97, 19' LT
MOD R7-301
WOOD
4X4
7
24
SHATTUCK AVE
STA 16+32, 20' RT
8'-6" CLR.
WOOD
4X4
REMOVE EXISTING SIGN AND POST
25
—
—
—
—
—
—
NOT USED
26
S LINE
STA 102+55, 16' LT
EXISTING
WOOD
4X4
REMOVE EXISTING SIGN AND POST
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5600 FAX: (425) 454-0220
W. MEY
�oF as�cn APPROVED FOR CONSTRUCTION
i
00 9998
Tti�w� CITY OF RENTON DATE
TONAL ��G
Zj�, ADDENDUM NO. 3
NO. REVISION
SURVEYED:
DESIGNED:
Y.JIANG
DRAWN:
Y.JIANG
CHECKED:
A.LASZLO
YD 07/09 APPROVED:
BY DATE APPR R.MEYER
02+ 5.9
STA 39+57 2
!TA
EGIN 3
.4TH PL. 39+75.34, R=40'
1
\\ STA 21+83 2
/BEGIN
'' STA 21+81.00
GENERAL NOTES:
5
MATCH EXISTING
SHATTUCK STA 23+00
END
STA 22+33 5
SHATTUCK AVE.
�81'2
END 3
STA 21 +81.00
R=40'
1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY
BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS.
2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN
POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL
NOT BE RE —USED.
3. ALL SIGNS SHOWN ARE TO REMAIN UNLESS OTHERWISE
NOTED OR REQUIRED TO BE RELOCATED FOR CONSTRUCTION.
4. VERTICAL CLEARANCE TO BOTTOM OF SIGN SHALL BE
7'-0"MINIMUM FOR ONE SIGN AND 6'-0" MINIMUM FOR TWO
SIGNS MOUNTED VERTICALLY.
CONSTRUCTION NOTES:
O1 PLASTIC CROSSWALK LINE
SEE DWG SG04 FOR DETAILS
O24" PLASTIC STOP LINE
ODOTTED EXTENSION LINE PER WSDOT STANDARD 0
PLAN M-20.10-01
ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT Q
MARKINGS PER RENTON STD PLAN 109.
OYELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT
S-0" ON CENTER, 1'-0" FROM FACE OF CURB
OPAINT CURB REFLECTIVE YELLOW
OSIGN TO INCLUDE YELLOW FLASHER
ODOUBLE YELLOW CENTERLINE PER WSDOT STD
PLAN M-20.10-01
SCALE: „ VERTICAL: NAVD 1988
1 =20, HORIZONTAL: NAD 1983/1991
DATUM
( ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGEND
13'
no
F PROPOSED SIGN AND POST
EXISTING SIGN AND POST
O SIGN INSTALLATION NOTE
OADD SINGLE SKIP YELLOW CENTER LINE FROM
D- 34Z630
SHATTUCK
SHATTUCK
STA. 10+30,
STA. 10+30,
0
0
FT OFFSET TO I&
FT OFFSET TO
SHATTUCK
SHATTUCK
STA. 14+60,
STA. 14+60,
0
0
FT OFFSET .
FT OFFSET .
ADD SINGLE
ADD SINGLE
SKIP YELLOW
SKIP YELLOW
CENTER LINE FROM
CENTER LINE FROM
SHATTUCK
SHATTUCK
STA. 15+10,
STA. 15+10,
0
0
FT OFFSET TO
FT OFFSET TO
SHATTUCK
SHATTUCK
STA. 17+97,
STA. 17+97,
0
0
FT OFFSET.
FT OFFSET.
SEE RENTON STANDARD
SEE RENTON STANDARD
PLANS
PLANS
109.
109.
20 0 20 40
SCALE IN FEET
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT FIELDBOOK:
CITY OF PHASE 1 PAGE:
"u RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING NO:
Public works Dept. SIGNING AND STRIPING PLAN SG03
FED AID NO.: ARRA-0167(044) STA 17+50 TO STA 22+33 SHEET:30 OF:48
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