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Q
SIGN
INSTALLATION
SPECIFICATIONS
SIGN
NO.
SIGN
CODE
SIGN
DESCRIPTION
STA LOG.
or MP
SIGN SIZE
SHEETING
TYPE
LETTER SIZE
OR CODE
POST
MATERIAL
POST
SIZE
POST LENGTH
CLEARANCE
REMARKS
X
Y
H7
H2
H3
H4
--v—T
W
105
D10 -1
MILE 1
E4051116 +80 LT
12"
24"
II
STANDARD
STEEL
2" SO
9.T
4'
12'
MOUNT PER STD. PLAN G7
106
W12-502
IMPACT ATTENUATOR MARKING
E4051113 +67 LT
30"
30"
III or IV
STANDARD
MOUNT ON END OF ATTENUATOR
106A
W13-3
RAMP 30 MPH
E4051114 +00 LT
48"
60"
III or IV
STANDARD
LUM POLE
T
MOUNT PER STD. PLAN G9b
107
ES-IA(MOD)
MT GORE WITH MT NUMBER AND ARROW
E4051113 +07 LT
60"
60"
II
STANDARD
STEEL
4" SO
12.3'
T
14'
MOUNT PER STD. PLAN G8a & G8d
108
W1 -6
LARGE ARROW RIGHT
E4051112 +40 LT
48"
24"
III or IV
STANDARD
STEEL
2.5 "SO 4
9.2'
T
10.4'
MOUNT PER STD. PLAN G8f
109
W4-1R
MERGING FROM RIGHT
E4051110 +65 LT
48"
48"
III or IV
STANDARD
STEEL
2.5 "SO(SB)
12.4'
T
13'
MOUNT PER STD. PLAN G8
110
1 D3-301
CHRISTENSEN RD
E405 1104 +60 OH
8.61
16"
STANDARD
SR MOUNT
MOUNT PER BMS14
111
R3-1402(MOD)
,.... :.xrax x,.,,.x�R,....x..,�E,�.o..
E405 1104 +60 OH
1316"
12'9'
III or IV
STANDARD
BR MOUNT
#
SEE EMS SHEETS
111A
E5-4(MOD)
LEFT
E405 1104 +60 OH
5' 6"
24"
"
CODE E
BR MOUNT
MOUNT PER SND5 ABOVE SIGN 111
112
E7 -1
15 SOUTH,PORTLAND,314 MILE
E405 1104 +60 OH
12' 0"
9' 6"
CODE E
BR MOUNT
I
#
SEE BMS SHEETS
113
E4-501
45NORTREEATS ENJTNCENIERB DRAT ONLY
E405 1104 +60 OH
20'6'
12' U'
""
CODE E
BRMOUNTI
#
SEE BMS SHEETS
114
SEE RELOCATION SPECS
115
E1-1 MOD
w... ,„
E4051095 +20 OH
19'6'
9'6"
'
CODE E
SIGN SR
#
SEE MS SHEETS
115A
NOT USED��
1156
E4-501
IENORTNBFAIII[soNTHCENrM RLwE%RONLY
E4051095 +20 OH
20'6"
12'0"
•"
CODE E
SIGN SR
#
SEE MS SHEETS
116
R3-701(MOD)
LEFT LANE MUST EXIT
E405 1091 +83 CL
48"
60"
III or N
CODED
LUM POLE
9'
MOUNT PER STD. PLAN G9b
117
W1-2L
CURVE AHEAD
SB405+5 1081 +75 OH
48"
1 48"
VIII or X
STANDARD
BR MOUNT
12'
MOUNT ON BRIDGE PIER FACING EAST PER SND6
118
W13-3
RAMP 35 MPH
SB405S 1081 +75 OH
48"
60"
VIII or IX
STANDARD
BR MOUNT
T
MOUNT PER SND6 BELOW SIGN 117
119
R3 -1401 MOD
OwnwORORSw,RTLFSNCRTHOVSCAaoxLV
SB405S 1081 +75 OH
13-6"
12-0"
N
CODE E
BR MOUNT
#
SEE BMS SHEETS
779A
E5� MOD
LEFT
SB405S 1081 +75 OH
5' 6"
24"
IV
CODE E
BR MOUNT
MOUNT PER SND5 ABOVE SIGN 119
1198
E1 -1
15 SOUTH,PORTLAND,1 /4 MILE
SB405S 1081 +75 OH
12' 0"
9161.
1
CODE E
BR MOUNT
#
SEE EMS SHEETS
120
E4-501(MOD)
IsxORTHSE,I. EMTHCENTEA..r ONI
SB405S 1081 +75 OH
20'6"
12'9'
—
CODE E
BR MOUNT
#
SEE BMS SHEETS
121
NOT USED
122
E6-2(MOD)
" —
SB405S 1076 +60 OH
25'0"
14'0"
CODES
SIGN BR
#
MOUNT ON FASTING SIGN BRIDGE PER SNOB &STD. PLAN G9a
123
E6 -2MOD
S NORM SFATRE SOUM10ENTER BLVD
I SB405S 1076 +60 OH
25'0"
916"
'
CODEE
SIGN BR
#
MOUNT ON E )aSTING SIGN BRIDGEPER SNOB &STD. PLAN G9a
124
W12-2 (6-6)
CLEARANCE SYMBOL 8' -6"
BP2 +50 RT
18"
18"
III or IV
STANDARD
STEEL
2.SSO(SB)
IT
4'
3'
MOUNT PER STD. PLAN G
125
W1-4R
REVERSE CURVE RIGHT
BP3 +00 RT
18
1 18"
III or IV
I STANDARD
STEEL
2.5'BO(SB)
6
4'
3'
MOUNT PER STD. PLAN G
126
W12-2(8!-&')
LOW CLEARANCE SYMBOL 8' -6"
BP5 +16 LT
19'
18"
III or M
STANDARD
STEEL
2.5"SO(SB)
6'
4'
3'
MOUNT PER STD. PLAN G
127
WI-4R
REVERSE CURVE RIGHT
BP5+66 LT
18"
18" 1
III or N
STANDARD
STEEL
2.5 "SO(SB)
6'
4'
3'
IK40UNT PER STD. PLAN G
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 TD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES
' TYPE III OR N FOR BACKGROUNDS AND TYPE VIII OR U( FOR BORDER AND LEGENDS
" TYPE II FOR BACKGROUND AND TYPE III OR N FOR BORDER AND LEGENDS
`•' TYPE IV FOR BACKGROUND AND TYPE VIII OR D( FOR BORDER AND LEGENDS
# NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND EMS SHEETS AND SNOB FOR POSSIBLE VARIATIONS.
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SIGN INSTALLATION SPECIFICATIONS
REDpNAL ADY. D. DYE
REYIBIUN
DATE
BY