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Q
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SIGN
INSTALLATION
SPECIFICATIONS
SIGN
NO.
SIGN
CODE
SIGN
DESCRIPTION
STA LOC.
or MP
SIGN SIZE
SHEETING
TYPE
LETTER SIZE
OR CODE
POST
MATERIAL
POST
SIZE
POST LENGTH
CLEARANCE
REMARKS
X
Y
Ht
H2
H3
H4
V
W
64A
R3 -1402
„„p,,,",.„,,,"„,,,*,Q,;,„
1405 1154 +60 OH
1901,
919,
IV
STANDARD
SIGN BR
#
SEE MS SHEETS
64B
E4-501(MOD)
. ,„..,,d,",xu0 „,,.
K05 1154 +60 OH
20' 6"
14'6"
°'
CODE E
SIGN BR
#
SEE MS SHEETS
64C
D9-2
SYM80L HOSPITAL
1405 1154 +60 OH
30"
30"
STANDARD
SIGN SR
MOUNT PER SND5 ABOVE SIGN 64B
65
NOT USED
66
NOT USED
67
16 -901A
ADOPT A HIGHWAY LARGE
NB405 -NBCD 12 +50 RT
48"
36"
II
STANDARD
STEEL
4 "dia.
11.0'
102
MOUNT ON BARRIER PER SND4- SEE CONSTRUCTON NOTE
68
NOT USED
69
R3 -1102L
,,,,, , „,,,,,� „� „ „„ ®,,,o,*,,„,,,„„„”,
E4051172 +00 CL
54”
6' 0”
III or IV
STANDARD
7'
MOUNT ON BRIDGE PIER FACING WEST PER SND6
70
W12-502
IMPACT ATTENUATOR MARKING
NB405 -NBCD 19 +90 LT
30”
30"
III or IV
STANDARD
MOUNT ON END OF ATTENUATOR
71
E5-1A(MOD)
EAT GORE WM EAT NUMBER AND ARRow
NB405 -NBCD 20 +20 LTI
60"
60"
II
STANDARD
STEEL
4" dia.
8.9'
7'
MOUNT ON BARRIER PER SND4
72
D10-1
MILE 2
NB405 -NBCD 20 +18 RT
12"
24"
II
STANDARD
STEEL
4'
MOUNT ON BARRIER PER SND4 BELOW SIGN 71
73
D3-301
LIND AVENUE SW
E4051172 +00 OH
7-0"
16"
`
STANDARD
SR MOUNT
MOUNT PER BM514
74
NOT USED
74A
NOT USED
75
116-2
RENTON,RAINIER AVE S
NB405 -NBCD 22 +30 OH
17'6"
8.6.
'
CODE E
SR MOUNT
#
SEE BMS SHEETS
76
E6 -101
WAHEAD 167 SOUTFIXENTAUBURN
NB405- NBCD22 +300H
IS 0"
96,
'
CODE
BR MOUNT
#
SEE BARS SHEETS
76A
D9-2
SYMBOL - HOSPITAL
N8405 -NBCD 22+30 OH
30"
30"
STANDARD
SR MOUNT
MOUNT PER SND5 ABOVE SIGN 76
77
W13-3
RAMP 35 MPH
NB405 -NBCD 23 +3D RT
36"
48"
III or IV
STANDARD
STEEL
2.5 "Sq 4
13.4'
T
12.5'
MOUNT PER STD. PLAN G-8f
78
SEE RELOCATION SPECS
79
WI-8
RT CHEVRON
E4051184 +60 RT
36"
48"
III or IV
STANDARD
STEEL
2.5'Sq(SB)
11.1'
T
13.3'
MOUNT PER STD. PLAN G8
80
WI-8
RT CHEVRON
E4051184 +05 RT
36"
48"
III or IV
STANDARD
STEEL
2.5 "Sq 4
12.5'
7'
107
MOUNT PER STD. PLAN G-8f
81
WI-8
RT CHEVRON
E405 1183 +10 RT
36"
48"
III or IV
STANDARD
STEEL
2.5 "SQ 4
11.2'
7'
9.8'
MOUNT PER STD. PLAN G-8f
82
E6-101
RENTON,RAINIER AVE S
E405 1185 +00 OH
17'6"
6' 6"
`
CODE E
CANT
2(Y
MOUNT ON EXIST. CANT. PER STD. PLAN G-9a
83
W13-3
RAMP 20 MPH
E405 1186 +70 RT
48"
60"
1 III or IV
STANDARD
STEEL
4" SQ
14.5'
7'
13.5'
MOUNT PER STD. PLAN G-8a & G-8d
1
T A 7
511 +
0"
1
T P
85
W3-501
RAhPh£rBi ®AHHDWFEN FLASHNG
E167A11008 +0062'LT
36"
36"
III or
STANDARD
I STEEL
7'
MOUNT PER DTS. PLAN G-9b
71-+
or
87
R10-61-
STOP HERE ON RED DIRECTIONAL ARROW
SBI 67-SBO45 17.15 LT
24"
36"
III or IV
STANDARD
STEEL
12. 5 "SO 4
11.5'
5'
16.0'
IMOUNT PER STD. PLAN G-8f
CONSTRUCTION NOTES:
A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION
B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008
C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL.
D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL
E) REFER TO SHEETS TS1 AND ITD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES
F) WSDOT ADOPT -A- HIGHWAY OFFICE WILL FURNISH AND INSTALL ADDITIONAL SIGNS - SEE CONSTRUCTION NOTE 2 ON SN7
' TYPE III OR IV FOR BACKGROUNDS AND TYPE VIII OR D( FOR BORDER AND LEGENDS
" TYPE II FOR BACKGROUND AND TYPE III OR IV FOR BORDER AND LEGENDS
"* TYPE N FOR BACKGROUND AND TYPE VIII OR )(FOR BORDER AND LEGENDS
# NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND BMS SHEETS AND SND6 FOR POSSIBLE VARIATIONS.
T- 269060
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