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SIGN RELOCATION SPECIFICATIONS
SIGN
NO.
SIGN
CODE
SIGN
DESCRIPTION
EXIST. STA LOC.
or MP
NEW STA LOC.
or MP
SIGN SIZE
POST
MATERIAL
POST
SIZE
POST LENGTH
CLEARANCE
REMARKS
X
Y
H1
H2
H3
FM
V
I W
12
LODGING NEXT RIGHT
E4051089+77 RT
E4051090+00 RT
14'
13'
STEEL
W8X18
20.4'
22.9'
253
7'
1 14.5'
IMOUNT PER STD.
PLAN G-8a & G-8b
NOT USED
22
LARGE ARROW RIGHT
NB405SR181 11+55 LT
NB405SR181 12 +60 LT
48"
24"
STEEL
2.5 "SO(813)
92
7'
13.5
MOUNT PER STD.
PLAN
29
ENTERING ROADWAYADDED LANE
NB405- SR18117 +08 RT
NB405SR181 17 +20 RT
48"
48"
SIG POLE
11'
12.0'
MOUNT PER STD.
PLAN G-9b
30
ENTERING ROADWAYADDED LANE
E181 17 +15 LT
E181 17 +15 LT
48"
48"
STEEL
2.5 "SO(SB)
12.7'
T
12.8'
MOUNT PER STD.
PLAN G-
58
NO PARKING TOW AWAY ZONE
E4051131 +85 RT
E4051131 +85 RT
24"
60"
STEEL
2.5 "SO 4
15.5'
T
15.0'
MOUNT PER STD.
PLAN G-8f
78
WM WA IEAD 16745 GEGARR
NB405 -NBCD 27 +85 RT
NB405-NBCD 28 +00 RT
60"
60"
STEEL
4" SO
1 13.0'
T
14.5'
MOUNT PER STD.
PLAN G-8a & G-8d
97
LODGING NEXT RIGHT
14051153 +30 LT
14051142 +50 LT
14'
13'
STEEL
WSX18
24.8'
27.2'
297
T
18.0'
MOUNT PER STD.
PLAN G-8a & GSb
114
ADOPT A HIGHWAY
E405 1103 +80 LT
E405 1103 +00 LT
48"
54"
STEEL
2.5 "SO 4
10.5'
1
1
T
144
MOUNT 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 BMS PLANS FOR "SIGN MOUNTED ON BRIDGE"
F) ALL EXISTING SIGN POSTS AND FOUNDATIONS SHALL BE REMOVED PER WSDOT STD. SPECIFICATIONS
G) ALL RELOCATED SIGNS SHALL HAVE NEW POSTS AND FOUNDATIONS AS NOTED
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SIGN RELOCATION SPECIFICATIONS
REGIONAL ADM. D. DYE
MM OM.
SEI m
DATE
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