temp - Kansas Department of Transportation · 2018. 12. 28. · the materials and fabrication for...
39
Dec 27,2018
Transcript of temp - Kansas Department of Transportation · 2018. 12. 28. · the materials and fabrication for...
Dec 27,2018
Drawn By :
File :
lilly Plotted :
te402.dgn
16-OCT-2018 08:59
RE
MO
VE
SIG
N
RE
MO
VE
PO
ST
RE
MO
VE
FO
OT
ING
RE
MO
VE
SIG
N &
PO
ST
RE
MO
VE
PO
ST
& F
OO
TIN
G
RE
MO
VE
SIG
N, P
OS
T, &
FO
OT
ING
MO
UN
T O
N W
OO
D P
OS
T IN
CO
NC
RE
TE
FO
OT
ING
MO
UN
T O
N W
OO
D P
OS
T IN
SO
IL
MO
UN
T O
N S
TE
EL
BE
AM
BR
EA
KA
WA
Y P
OS
T
MO
UN
T O
N S
TE
EL
U-P
OS
T
MO
UN
T O
N E
XIS
TIN
G P
OS
T
MO
UN
T O
N V
ER
TIC
AL
SU
PP
OR
T
SH
OU
LD
ER
MO
UN
TE
D IN
ST
AL
LA
TIO
N
OF
FS
ET
MO
UN
TE
D IN
ST
AL
LA
TIO
N
EX
IST
ING
SIG
N
EX
IST
ING
SIG
N T
O B
E O
VE
RL
AID
TY
PE
'A' D
EL
INE
AT
OR
(RIG
ID)
SIG
N IS
NO
T P
AR
T O
F P
RO
JE
CT
TY
PE
'B' D
EL
INE
AT
OR
(RIG
ID)
TY
PE
'A' D
EL
INE
AT
OR
(FL
EX
IBL
E)
TY
PE
'B' D
EL
INE
AT
OR
(FL
EX
IBL
E)
TY
PE
2 O
BJE
CT
MA
RK
ER
TY
PE
3 O
BJE
CT
MA
RK
ER
SY
MB
OL
KE
YG
EN
ER
AL
NO
TE
S
MO
UN
T O
N P
SS
T P
OS
T W
ITH
CO
UP
LE
R
MO
UN
T O
N P
SS
T P
OS
T W
ITH
CO
UP
LE
R A
ND
FO
OT
ING
MO
UN
T O
N P
SS
T P
OS
T
FL
AG
GE
RS
WIL
L B
E R
EQ
UIR
ED
DU
RIN
G C
ON
ST
RU
CT
ION
.
CO
NS
TR
UC
TIO
N S
TA
KIN
G W
ILL
BE
PR
OV
IDE
D B
Y T
HE
CO
UN
TY
.
TH
E C
OU
NT
Y W
ILL
PIC
K U
P T
HE
SA
LV
AG
ED
MA
TE
RIA
LS
.
BA
CK
SL
OP
E O
F T
HE
DIT
CH
WIT
HIN
TH
E C
OU
NT
Y R
IGH
T-O
F-W
AY
.
OF
TH
E C
OU
NT
Y. T
HE
CO
NT
RA
CT
OR
SH
AL
L L
EA
VE
MA
TE
RIA
LS
AT
TH
E
EX
IST
ING
SIG
NS
AN
D P
OS
TS
RE
MO
VE
D A
RE
TO
RE
MA
IN P
RO
PE
RT
Y
PR
OV
ISIO
NS
.
RO
AD
AN
D B
RID
GE
CO
NS
TR
UC
TIO
N (2
01
5 E
DIT
ION
) AN
D S
PE
CIA
L
WO
RK
SH
AL
L C
ON
FO
RM
TO
TH
E S
TA
ND
AR
D S
PE
CIF
ICA
TIO
NS
FO
R S
TA
TE
TH
E M
AT
ER
IAL
S A
ND
FA
BR
ICA
TIO
N F
OR
SIG
NIN
G A
ND
DE
LIN
EA
TIO
N
PR
IOR
TO
TH
E P
LA
QU
E B
EC
OM
ING
TH
E P
RO
PE
RT
Y O
F K
DO
T.
RE
PL
AC
EM
EN
T C
OS
T F
OR
AN
Y D
AM
AG
E T
O A
BU
SIN
ES
S L
OG
O P
LA
QU
E
TH
E P
RO
PE
RT
Y O
F K
DO
T. T
HE
CO
NT
RA
CT
OR
WIL
L B
E A
SS
ES
SE
D A
LO
CA
TIO
N D
ET
ER
MIN
ED
BY
KD
OT
, AT
WH
ICH
TIM
E T
HE
PL
AQ
UE
S B
EC
OM
E
HA
VE
TH
E B
US
INE
SS
LO
GO
PL
AQ
UE
S R
EM
OV
ED
AN
D T
RA
NS
PO
RT
ED
TO
SP
EC
IFIC
SE
RV
ICE
, LO
GO
, SIG
NS
TH
AT
AR
E T
O B
E R
EM
OV
ED
SH
AL
L
TH
E S
IGN
IS IN
ST
AL
LE
D.
FIE
LD
MO
DIF
ICA
TIO
NS
TO
TH
E M
OU
NT
ING
BO
LT
PR
IOR
TO
OR
AF
TE
R
BE
YO
ND
TH
E S
IGN
PO
ST
. TH
E C
ON
TR
AC
TO
R S
HA
LL
NO
T M
AK
E A
NY
LE
NG
TH
TH
AT
DO
ES
NO
T E
XT
EN
D M
OR
E T
HA
N A
NO
MIN
AL
1 IN
CH
TH
E C
ON
TR
AC
TO
R S
HA
LL
PR
OV
IDE
MO
UN
TIN
G B
OL
TS
TH
AT
AR
E O
F A
OF
A N
EW
SIG
N.
TH
E R
EM
OV
AL
AN
D R
EP
LA
CE
ME
NT
OF
A S
IGN
, OR
TH
E IN
ST
AL
LA
TIO
N
SP
EC
IFIC
AT
ION
S A
FT
ER
TH
E R
EM
OV
AL
AN
D R
ES
ET
TIN
G O
F A
SIG
N,
CO
MP
AC
TIO
N O
F T
HE
BA
CK
FIL
L S
OIL
SH
AL
L C
OM
PL
Y W
ITH
TH
E
AN
EX
IST
ING
SIG
N P
OS
T IN
ST
AL
LA
TIO
N S
HA
LL
BE
PL
UM
B A
ND
TH
E
RE
MO
VIN
G O
R IN
ST
AL
LIN
G S
IGN
S O
R S
IGN
SU
PP
OR
TS
.
SH
AL
L E
XE
RC
ISE
CA
RE
WH
EN
WO
RK
ING
AR
OU
ND
SH
RU
BB
ER
Y W
HIL
E
DA
MA
GE
TO
TH
E S
IGN
S, S
UP
PO
RT
S, O
R F
OO
TIN
GS
. TH
E C
ON
TR
AC
TO
R
TH
AT
AR
E T
O R
EM
AIN
AN
D W
ILL
BE
HE
LD
RE
SP
ON
SIB
LE
FO
R A
NY
EX
ER
CIS
E C
AU
TIO
N W
HE
N W
OR
KIN
G A
RO
UN
D A
NY
EX
IST
ING
SIG
NS
TH
E E
RE
CT
ION
OF
TH
E S
IGN
SU
PP
OR
T. T
HE
CO
NT
RA
CT
OR
SH
AL
L
EX
CA
VA
TIO
N, D
RIL
LIN
G, O
R D
RIV
ING
TH
E S
UP
PO
RT
FO
OT
ING
AN
D
TH
E IN
ST
AL
LA
TIO
N O
F S
IGN
SU
PP
OR
TS
SH
AL
L IN
CL
UD
E T
HE
BE
HE
LD
RE
SP
ON
SIB
LE
FO
R A
NY
DA
MA
GE
INC
UR
RE
D T
O T
HE
SY
ST
EM
.
UT
ILIT
IES
EX
IST
, EIT
HE
R U
ND
ER
GR
OU
ND
OR
OV
ER
HE
AD
, AN
D W
ILL
INS
TA
LL
ING
SIG
N S
UP
PO
RT
S IN
AN
D A
RO
UN
D A
RE
AS
WH
ER
E
TH
E C
ON
TR
AC
TO
R S
HA
LL
EX
ER
CIS
E C
AU
TIO
N A
T A
LL
TIM
ES
WH
EN
OR
AS
DE
TE
RM
INE
D B
Y T
HE
EN
GIN
EE
R.
ST
AN
DA
RD
S A
RE
TO
BE
RE
MO
VE
D W
HE
N T
HE
PR
OJE
CT
IS C
OM
PL
ET
ED
RE
MO
VE
D, O
R D
O N
OT
FO
LL
OW
TH
E C
UR
RE
NT
MU
TC
D S
IGN
ING
AP
PL
ICA
BL
E. T
HE
EX
IST
ING
SIG
NS
TH
AT
AR
E B
EIN
G R
EP
LA
CE
D,
TH
E E
XIS
TIN
G S
IGN
S A
RE
RE
MO
VE
D O
R T
HE
NE
W S
IGN
ING
IS
WIT
H E
XIS
TIN
G S
IGN
ING
AR
E T
O B
E C
OM
PL
ET
EL
Y C
OV
ER
ED
UN
TIL
NE
W S
IGN
S E
RE
CT
ED
ON
TH
E P
RO
JE
CT
WH
ICH
AR
E IN
CO
NF
LIC
T
TIM
E.
OF
CO
NS
TR
UC
TIO
N M
AY
PR
OC
EE
D A
ND
BE
CO
MP
LE
TE
D A
T T
HE
SA
ME
SE
QU
EN
CE
D W
ITH
AN
Y O
TH
ER
CO
NT
RA
CT
WO
RK
SU
CH
TH
AT
TH
E P
HA
SE
S
TR
AF
FIC
SE
RV
ICE
, TH
E S
IGN
ING
AN
D D
EL
INE
AT
OR
WO
RK
SH
AL
L B
E
IN O
RD
ER
TO
EX
PE
DIT
E T
HE
CO
MP
LE
TIO
N O
F T
HE
PR
OJE
CT
FO
R
STO
P
SPEEDLIM
IT
55
STOP
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
STOP
SPEE
DLI
MIT 55
KANSAS DEPARTMENT OF TRANSPORTATION
SPEEDLIM
IT
55
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
STOP
LIMIT
WEIG
HT
13 T19 T25 T
LIM
ITW
EIG
HT
13 T
19 T
25 T
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
SPEE
DLI
MIT 55
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
STOP
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
STOP
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
STOP
SPEE
DLI
MIT 55
KANSAS DEPARTMENT OF TRANSPORTATION
SHO
ULD
ERD
RO
P-OFF
SPEEDLIM
IT
55
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
STOP
SHO
ULD
ERD
RO
P-O
FF
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
STOP
SHO
ULD
ERD
RO
P-OFF
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
STOP
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
STOP
SPEEDLIM
IT
40
SHO
ULD
ERD
RO
P-O
FF
SPEE
DLI
MIT
55
KANSAS DEPARTMENT OF TRANSPORTATION
STOP
1
7/2
3/1
0
D.B
.
D.D
.G.
RE
VIS
ION
SB
YA
PP
'DD
AT
EN
O.
TR
AC
ED
TR
AC
E C
K.
AP
P'D
QU
AN
TIT
IES
QU
AN
. CK
.
DE
TA
ILE
D
DE
TA
IL C
K.
FH
WA
AP
PR
OV
AL
DE
SIG
NE
D
DE
SIG
N C
K.
TE
430
7/23/2010
D.D
.G.
S.A
.B.
D.D
.G.
K
.S
.
B
.B
.
S
teven A
. B
uckley
Ad
ded
Co
up
ler a
nd
Co
up
ler/F
oo
tin
g Q
uan
tity
7/1/03
Drawn By :
File :
lilly Plotted :
te430.dgn
21-DEC-2018 10:25
ST
AT
E
KA
NS
AS
PR
OJE
CT
NO
.Y
EA
RS
HE
ET
NO
.T
OT
AL
SH
EE
TS
FO
R D
ET
AIL
ED
SP
EC
IFIC
AT
ION
S.
SE
E S
TA
ND
AR
D P
LA
N S
HE
ET
TE
590
NO
TE
:C
EN
TE
RL
INE
LO
CA
TIO
NL
AT
ER
AL
PO
SIT
ION
L - L
EF
T O
F C
EN
TE
RL
INE
R - R
IGH
T O
F C
EN
TE
RL
INE
C - O
N T
HE
CE
NT
ER
LIN
E
S - S
HO
UL
DE
R M
OU
NT
O - O
FF
SE
T M
OU
NT
G - G
OR
E M
OU
NT
M - M
ED
IAN
MO
UN
T
SIG
NS
, PO
ST
S, &
FO
OT
ING
S T
O B
E IN
ST
AL
LE
D O
N P
RO
JE
CT
OVERHEAD
CANTILEVER
BUTTERFLY
BRIDGE M OUNT
M AST ARM
VERT. SUPPORT
FLAT SHEET
OVERLAY
2 LB PER FT
3 LB PER FT
A36 STEEL
A36 STEEL
A36 STEEL
POST
FOOTING
POST
FOOTING
POST
FOOTING
POST
FOOTING
COUPLER
4" X
6" P
OS
TS
TY
PE
OF
SIG
NW
OO
DS
TE
EL
U-P
OS
TS
GA
LV
AN
IZE
D S
TE
EL
BE
AM
PO
ST
SP
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
(PS
ST
) PO
ST
SC
ON
CR
ET
E F
OO
TIN
GS
W6x9
W1
0x
12
W1
0x
22
1 3
/4"
2"
2 1
/4"
2 1
/2"
ST
EE
L B
EA
M P
OS
T
A3
6
NUMBER
PLAN SHEET
NUMBER
PLAN STATION
/ LATERAL POSITION
(CL) LOCATION
SHEET NUMBER
SIGN LAYOUT
DE
SIG
NA
TIO
N
SIG
N
SIZ
E
SIG
N
BEAM
3I2.25 ALUMINUM
SIGN DESIGNATION
M OUNT ABOVE
PANEL
REINFORCED
SIGN
FLAT SHEET
PANEL SIGN
REINFORCED
TUBING
STRUCTURAL
(ALT)
A572 STEEL
(ALT)
A572 STEEL
(ALT)
A572 STEEL
DIA
.
18"
DIA
.
24"
DIA
.
30"
DIA
.
24"
DIA
.
30"
POST
W OOD
A5
72
(AL
T)
OR
SU
PP
OR
T M
OU
NT
TY
PE
OF
SIG
N S
TR
UC
TU
RE
FOOTING
COUPLER &
Sh. N
o.
20
19
39
18
18
21
C-4
88
9-0
1Q
UA
NT
ITIE
S S
HE
ET
(1 o
f 4)
Ø
Ø to
OM
'sS
ub
sid
iary
For I
nform
atio
n O
nly
post
38
2+
55
38
1+
55
38
1+
55
37
5+
10
37
5+
00
36
6+
50
36
6+
09
36
5+
92
34
4+
45
34
2+
40
34
0+
10
33
7+
54
33
7+
14
33
3+
90
31
2+
89
31
2+
55
30
2+
75
29
3+
75
27
0+
80
26
7+
80
26
7+
40
26
0+
64
25
4+
88
25
1+
00
23
4+
20
21
9+
30
20
6+
29
20
5+
93
19
8+
12
18
2+
32
18
2+
16
17
1+
16
15
3+
03
15
2+
67
15
2+
50
137+
94
137+
72
12
7+
70
11
7+
10
108+
00
107+
85
10
0+
60
R R R L R
L/R
R L R L L
L/R
L/R
R R L
L/R
L/R
L/R
L R R
L/R
L
L/R
L/R
R L
L/R
L R
L/R
R L
L/R
L R
L/R
L/R
R L L
W1
-8
W13-1
P
W1
-2L
OM
3 D
ouble
OM
3 D
ouble
OM
2-2
V D
ouble
R1
-1
W1
-7
R12-5
OM
2-2
V
OM
2-2
V
OM
3
OM
3
R12-5
R1
-1
R1
-1
OM
2-2
V D
ouble
OM
2-2
V D
ouble
OM
2-2
V D
ouble
S1-1
R2
-1
S1-1
OM
2-2
V D
ouble
R2
-1
OM
2-2
V D
ouble
OM
2-2
V D
ouble
R1
-1
R1
-1
OM
2-2
V D
ouble
OM
3 D
ouble
OM
3 D
ouble
OM
2-2
V D
ouble
R1
-1
R1
-1
OM
2-2
V D
ouble
OM
3 D
ou
ble
OM
3 D
ou
ble
OM
2-2
V D
ouble
OM
2-2
V D
ouble
R2
-1
W3
-1
R1
-1
18
x2
4
18
x1
8
30
x3
0
12
x3
6
12
x3
6
6x
12
30
x3
0
48
x2
4
24
x3
6
6x
12
6x
12
12
x3
6
12
x3
6
24
x3
6
30
x3
0
30
x3
0
6x
12
6x
12
6x
12
36
x3
6
24
x3
0
36
x3
6
6x
12
24
x3
0
6x
12
6x
12
30
x3
0
30
x3
0
6x
12
12
x3
6
12
x3
6
6x
12
30
x3
0
30
x3
0
6x
12
12x36
12x36
6x
12
6x
12
24x30
30x30
30
x3
0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 2 1 1 2 2 2 2 2 2 2 2 2 1 1 2 2 1 1 2 2
1
345678
1
7/2
3/1
0
D.B
.
D.D
.G.
RE
VIS
ION
SB
YA
PP
'DD
AT
EN
O.
TR
AC
ED
TR
AC
E C
K.
AP
P'D
QU
AN
TIT
IES
QU
AN
. CK
.
DE
TA
ILE
D
DE
TA
IL C
K.
FH
WA
AP
PR
OV
AL
DE
SIG
NE
D
DE
SIG
N C
K.
TE
430
7/23/2010
D.D
.G.
S.A
.B.
D.D
.G.
K
.S
.
B
.B
.
S
teven A
. B
uckley
Ad
ded
Co
up
ler a
nd
Co
up
ler/F
oo
tin
g Q
uan
tity
7/1/03
Drawn By :
File :
lilly Plotted :
te430.dgn
21-DEC-2018 10:25
ST
AT
E
KA
NS
AS
PR
OJE
CT
NO
.Y
EA
RS
HE
ET
NO
.T
OT
AL
SH
EE
TS
FO
R D
ET
AIL
ED
SP
EC
IFIC
AT
ION
S.
SE
E S
TA
ND
AR
D P
LA
N S
HE
ET
TE
590
NO
TE
:C
EN
TE
RL
INE
LO
CA
TIO
NL
AT
ER
AL
PO
SIT
ION
L - L
EF
T O
F C
EN
TE
RL
INE
R - R
IGH
T O
F C
EN
TE
RL
INE
C - O
N T
HE
CE
NT
ER
LIN
E
S - S
HO
UL
DE
R M
OU
NT
O - O
FF
SE
T M
OU
NT
G - G
OR
E M
OU
NT
M - M
ED
IAN
MO
UN
T
SIG
NS
, PO
ST
S, &
FO
OT
ING
S T
O B
E IN
ST
AL
LE
D O
N P
RO
JE
CT
OVERHEAD
CANTILEVER
BUTTERFLY
BRIDGE M OUNT
M AST ARM
VERT. SUPPORT
FLAT SHEET
OVERLAY
2 LB PER FT
3 LB PER FT
A36 STEEL
A36 STEEL
A36 STEEL
POST
FOOTING
POST
FOOTING
POST
FOOTING
POST
FOOTING
COUPLER
4" X
6" P
OS
TS
TY
PE
OF
SIG
NW
OO
DS
TE
EL
U-P
OS
TS
GA
LV
AN
IZE
D S
TE
EL
BE
AM
PO
ST
SP
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
(PS
ST
) PO
ST
SC
ON
CR
ET
E F
OO
TIN
GS
W6x9
W1
0x
12
W1
0x
22
1 3
/4"
2"
2 1
/4"
2 1
/2"
ST
EE
L B
EA
M P
OS
T
A3
6
NUMBER
PLAN SHEET
NUMBER
PLAN STATION
/ LATERAL POSITION
(CL) LOCATION
SHEET NUMBER
SIGN LAYOUT
DE
SIG
NA
TIO
N
SIG
N
SIZ
E
SIG
N
BEAM
3I2.25 ALUMINUM
SIGN DESIGNATION
M OUNT ABOVE
PANEL
REINFORCED
SIGN
FLAT SHEET
PANEL SIGN
REINFORCED
TUBING
STRUCTURAL
(ALT)
A572 STEEL
(ALT)
A572 STEEL
(ALT)
A572 STEEL
DIA
.
18"
DIA
.
24"
DIA
.
30"
DIA
.
24"
DIA
.
30"
POST
W OOD
A5
72
(AL
T)
OR
SU
PP
OR
T M
OU
NT
TY
PE
OF
SIG
N S
TR
UC
TU
RE
FOOTING
COUPLER &
Sh. N
o.
20
19
39
19
19
21
C-4
88
9-0
1Q
UA
NT
ITIE
S S
HE
ET
(2 o
f 4)
CADconform Certify This FileC
AD
confo
rm C
ertify
This
File
Ø
to O
M's
Su
bsid
iary
For I
nform
atio
n O
nly
post
Ø
43
4+
75
43
4+
30
43
3+
10
43
2+
60
43
2+
50
43
1+
90
43
0+
70
42
9+
50
42
8+
30
42
7+
10
42
3+
60
42
2+
40
42
1+
20
42
0+
00
41
9+
86
41
9+
11
41
9+
11
41
8+
60
41
7+
60
41
6+
60
41
4+
80
41
4+
80
41
1+
00
40
6+
90
40
6+
90
40
5+
90
40
4+
30
40
2+
70
40
1+
10
40
0+
10
40
0+
10
39
3+
90
39
3+
05
39
1+
25
39
0+
40
388+
40
388+
40
38
7+
35
38
5+
75
384+
15
383+
00
38
2+
90
L R R L R R R R R R L L L L R L L L L L R R L L L L L L L R R
L/R
L/R
L/R
L/R
L L R R R L R
W1-1
0eR
W1
-8
W1
-8
OM
3 D
ouble
OM
3 D
ouble
W1
-8
W1
-8
W1
-8
W1
-8
W1
-8
W1
-8
W1
-8
W1
-8
W1
-8
R1
-1
R1
-1
W3
-1
W1
-8
W1
-8
W1
-8
W13-1
P
W1-1
0eR
R2
-1
W13-1
P
W1
-2L
W1
-8
W1
-8
W1
-8
W1
-8
W13-1
P
W1
-2R
OM
2-2
V
OM
3
OM
3
OM
2-2
V
W13-1
P
W1-2
R
W1
-8
W1
-8
W1
-8
OM
3 D
ou
ble
OM
3 D
ouble
30
x3
0
18
x2
4
18
x2
4
12
x3
6
12
x3
6
18
x2
4
18
x2
4
18
x2
4
18
x2
4
18
x2
4
18
x2
4
18
x2
4
18
x2
4
18
x2
4
30
x3
0
30
x3
0
30
x3
0
18
x2
4
18
x2
4
18
x2
4
18
x1
8
30
x3
0
24
x3
0
18
x1
8
30
x3
0
18
x2
4
18
x2
4
18
x2
4
18
x2
4
18
x1
8
30
x3
0
6x12
12
x3
6
12
x3
6
6x12
18x18
30x30
18
x2
4
18
x2
4
18x24
12x36
12
x3
6
2211111122111111122111222112222211 1 1 1 1 1 1 1 1
1 1 2 2 2 2 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
9
1
1
7/2
3/1
0
D.B
.
D.D
.G.
RE
VIS
ION
SB
YA
PP
'DD
AT
EN
O.
TR
AC
ED
TR
AC
E C
K.
AP
P'D
QU
AN
TIT
IES
QU
AN
. CK
.
DE
TA
ILE
D
DE
TA
IL C
K.
FH
WA
AP
PR
OV
AL
DE
SIG
NE
D
DE
SIG
N C
K.
TE
430
7/23/2010
D.D
.G.
S.A
.B.
D.D
.G.
K
.S
.
B
.B
.
S
teven A
. B
uckley
Ad
ded
Co
up
ler a
nd
Co
up
ler/F
oo
tin
g Q
uan
tity
7/1/03
Drawn By :
File :
lilly Plotted :
te430.dgn
21-DEC-2018 10:25
ST
AT
E
KA
NS
AS
PR
OJE
CT
NO
.Y
EA
RS
HE
ET
NO
.T
OT
AL
SH
EE
TS
FO
R D
ET
AIL
ED
SP
EC
IFIC
AT
ION
S.
SE
E S
TA
ND
AR
D P
LA
N S
HE
ET
TE
590
NO
TE
:C
EN
TE
RL
INE
LO
CA
TIO
NL
AT
ER
AL
PO
SIT
ION
L - L
EF
T O
F C
EN
TE
RL
INE
R - R
IGH
T O
F C
EN
TE
RL
INE
C - O
N T
HE
CE
NT
ER
LIN
E
S - S
HO
UL
DE
R M
OU
NT
O - O
FF
SE
T M
OU
NT
G - G
OR
E M
OU
NT
M - M
ED
IAN
MO
UN
T
SIG
NS
, PO
ST
S, &
FO
OT
ING
S T
O B
E IN
ST
AL
LE
D O
N P
RO
JE
CT
OVERHEAD
CANTILEVER
BUTTERFLY
BRIDGE M OUNT
M AST ARM
VERT. SUPPORT
FLAT SHEET
OVERLAY
2 LB PER FT
3 LB PER FT
A36 STEEL
A36 STEEL
A36 STEEL
POST
FOOTING
POST
FOOTING
POST
FOOTING
POST
FOOTING
COUPLER
4" X
6" P
OS
TS
TY
PE
OF
SIG
NW
OO
DS
TE
EL
U-P
OS
TS
GA
LV
AN
IZE
D S
TE
EL
BE
AM
PO
ST
SP
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
(PS
ST
) PO
ST
SC
ON
CR
ET
E F
OO
TIN
GS
W6x9
W1
0x
12
W1
0x
22
1 3
/4"
2"
2 1
/4"
2 1
/2"
ST
EE
L B
EA
M P
OS
T
A3
6
NUMBER
PLAN SHEET
NUMBER
PLAN STATION
/ LATERAL POSITION
(CL) LOCATION
SHEET NUMBER
SIGN LAYOUT
DE
SIG
NA
TIO
N
SIG
N
SIZ
E
SIG
N
BEAM
3I2.25 ALUMINUM
SIGN DESIGNATION
M OUNT ABOVE
PANEL
REINFORCED
SIGN
FLAT SHEET
PANEL SIGN
REINFORCED
TUBING
STRUCTURAL
(ALT)
A572 STEEL
(ALT)
A572 STEEL
(ALT)
A572 STEEL
DIA
.
18"
DIA
.
24"
DIA
.
30"
DIA
.
24"
DIA
.
30"
POST
W OOD
A5
72
(AL
T)
OR
SU
PP
OR
T M
OU
NT
TY
PE
OF
SIG
N S
TR
UC
TU
RE
FOOTING
COUPLER &
Sh. N
o.
20
19
39
20
20
21
C-4
88
9-0
1Q
UA
NT
ITIE
S S
HE
ET
(3 o
f 4)
CADconform Certify This FileC
AD
confo
rm C
ertify
This
File
Ø
to O
M's
Su
bsid
iary
For I
nform
atio
n O
nly
post
Ø
79
8+
53
79
8+
36
79
7+
25
79
7+
08
79
6+
65
79
6+
48
79
0+
80
79
0+
46
77
8+
60
77
8+
50
76
6+
60
75
4+
40
74
9+
50
74
2+
00
73
8+
13
73
7+
79
73
3+
70
71
7+
70
70
9+
40
70
9+
10
69
3+
00
68
5+
47
68
5+
47
57
7+
20
57
1+
00
55
5+
10
52
7+
00
52
5+
91
52
5+
57
51
4+
40
48
9+
00
48
8+
70
48
4+
40
47
4+
45
47
4+
19
473+
83
465+
90
45
1+
12
45
1+
97
437+
38
435+
07
43
4+
75
L R L R L R R L L R
L/R
L/R
L R R L
L/R
L/R
L R R R R
L/R
L
L/R
L/R
R L
L/R
L R
L/R
L/R
R L
L/R
L R L R L
OM
3
OM
3
OM
3
OM
3
OM
2-2
V
OM
2-2
V
R1
-1
R1
-1
OM
3 D
ouble
OM
3 D
ouble
OM
2-2
V D
ouble
OM
2-2
V D
ouble
W11-1
0
W11-1
0
R1
-1
R1
-1
OM
2-2
V D
ouble
OM
2-2
V D
ouble
OM
3 D
ouble
OM
3 D
ouble
R2
-1
W8-1
7P
W8-1
7
OM
2-2
V D
ouble
R2
-1
OM
2-2
V D
ouble
OM
2-2
V D
ouble
R1
-1
R1
-1
OM
2-2
V D
ouble
OM
3 D
ouble
OM
3 D
ouble
OM
2-2
V D
ouble
OM
2-2
V D
ouble
R1
-1
R1
-1
OM
2-2
V D
ou
ble
OM
3 D
ouble
OM
3 D
ouble
OM
3 D
ou
ble
OM
3 D
ou
ble
W13-1
P
12
x3
6
12
x3
6
12
x3
6
12
x3
6
6x
12
6x12
30
x3
0
30
x3
0
12
x3
6
12
x3
6
6x
12
6x
12
30
x3
0
30
x3
0
30
x3
0
30
x3
0
6x
12
6x12
12
x3
6
12
x3
6
24
x3
0
24
x1
8
30
x3
0
6x
12
24
x3
0
6x
12
6x
12
30
x3
0
30
x3
0
6x12
12
x3
6
12
x3
6
6x
12
6x12
30
x3
0
30x30
6x
12
12
x3
6
12
x3
6
12x36
12x36
18
x1
8
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 110
11
12
13
14
1 1 1 1 1 1 1 1 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 1 1 1 1
1
7/2
3/1
0
D.B
.
D.D
.G.
RE
VIS
ION
SB
YA
PP
'DD
AT
EN
O.
TR
AC
ED
TR
AC
E C
K.
AP
P'D
QU
AN
TIT
IES
QU
AN
. CK
.
DE
TA
ILE
D
DE
TA
IL C
K.
FH
WA
AP
PR
OV
AL
DE
SIG
NE
D
DE
SIG
N C
K.
TE
430
7/23/2010
D.D
.G.
S.A
.B.
D.D
.G.
K
.S
.
B
.B
.
S
teven A
. B
uckley
Ad
ded
Co
up
ler a
nd
Co
up
ler/F
oo
tin
g Q
uan
tity
7/1/03
Drawn By :
File :
lilly Plotted :
te430.dgn
21-DEC-2018 10:25
ST
AT
E
KA
NS
AS
PR
OJE
CT
NO
.Y
EA
RS
HE
ET
NO
.T
OT
AL
SH
EE
TS
FO
R D
ET
AIL
ED
SP
EC
IFIC
AT
ION
S.
SE
E S
TA
ND
AR
D P
LA
N S
HE
ET
TE
590
NO
TE
:C
EN
TE
RL
INE
LO
CA
TIO
NL
AT
ER
AL
PO
SIT
ION
L - L
EF
T O
F C
EN
TE
RL
INE
R - R
IGH
T O
F C
EN
TE
RL
INE
C - O
N T
HE
CE
NT
ER
LIN
E
S - S
HO
UL
DE
R M
OU
NT
O - O
FF
SE
T M
OU
NT
G - G
OR
E M
OU
NT
M - M
ED
IAN
MO
UN
T
SIG
NS
, PO
ST
S, &
FO
OT
ING
S T
O B
E IN
ST
AL
LE
D O
N P
RO
JE
CT
OVERHEAD
CANTILEVER
BUTTERFLY
BRIDGE M OUNT
M AST ARM
VERT. SUPPORT
FLAT SHEET
OVERLAY
2 LB PER FT
3 LB PER FT
A36 STEEL
A36 STEEL
A36 STEEL
POST
FOOTING
POST
FOOTING
POST
FOOTING
POST
FOOTING
COUPLER
4" X
6" P
OS
TS
TY
PE
OF
SIG
NW
OO
DS
TE
EL
U-P
OS
TS
GA
LV
AN
IZE
D S
TE
EL
BE
AM
PO
ST
SP
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
(PS
ST
) PO
ST
SC
ON
CR
ET
E F
OO
TIN
GS
W6x9
W1
0x
12
W1
0x
22
1 3
/4"
2"
2 1
/4"
2 1
/2"
ST
EE
L B
EA
M P
OS
T
A3
6
NUMBER
PLAN SHEET
NUMBER
PLAN STATION
/ LATERAL POSITION
(CL) LOCATION
SHEET NUMBER
SIGN LAYOUT
DE
SIG
NA
TIO
N
SIG
N
SIZ
E
SIG
N
BEAM
3I2.25 ALUMINUM
SIGN DESIGNATION
M OUNT ABOVE
PANEL
REINFORCED
SIGN
FLAT SHEET
PANEL SIGN
REINFORCED
TUBING
STRUCTURAL
(ALT)
A572 STEEL
(ALT)
A572 STEEL
(ALT)
A572 STEEL
DIA
.
18"
DIA
.
24"
DIA
.
30"
DIA
.
24"
DIA
.
30"
POST
W OOD
A5
72
(AL
T)
OR
SU
PP
OR
T M
OU
NT
TY
PE
OF
SIG
N S
TR
UC
TU
RE
FOOTING
COUPLER &
Sh. N
o.
20
19
39
21
21
21
C-4
88
9-0
1Q
UA
NT
ITIE
S S
HE
ET
(4 o
f 4)
CADconform Certify This FileC
AD
confo
rm C
ertify
This
File
Ø
to O
M's
Su
bsid
iary
For I
nform
atio
n O
nly
post
Ø
1000+
10
1000+
10
99
9+
00
99
5+
00
96
7+
56
96
4+
18
95
5+
50
95
5+
40
94
8+
45
94
8+
11
92
1+
80
91
3+
60
91
3+
40
90
5+
18
89
5+
88
89
5+
54
84
6+
60
84
4+
50
84
4+
50
842+
88
842+
52
84
0+
70
84
0+
70
821+
00
799+
13
79
8+
96
L L R R R R L R R L L L R R R L
L/R
R R R L L L
L/R
L R
W8-1
7P
W8-1
7
R2
-1
W3
-5
OM
2-2
V
OM
2-2
V
OM
3 D
ouble
OM
3 D
ouble
R1
-1
R1
-1
S3-1
OM
3 D
ouble
OM
3 D
ouble
S3-1
R1
-1
R1
-1
OM
2-2
V D
ouble
W8-1
7P
W8-1
7
R1
-1
R1
-1
W8-1
7P
W8-1
7
OM
2-2
V D
ou
ble
OM
2-2
V
OM
2-2
V
24
x1
8
30
x3
0
24
x3
0
36
x3
6
6x
12
6x
12
12
x3
6
12
x3
6
30
x3
0
30
x3
0
36
x3
6
12
x3
6
12
x3
6
36
x3
6
30
x3
0
30
x3
0
6x
12
24
x1
8
30
x3
0
30x30
30x30
24
x1
8
30
x3
0
6x
12
6x
12
6x
12
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 2 2 1 1
15
16
17
Drawn By :
File :
lilly Plotted :
te439.dgn
21-DEC-2018 10:25
1
7/2
3/1
0
D.B
.
D.D
.G.
RE
VIS
ION
SB
YA
PP
'DD
AT
EN
O.
TR
AC
ED
TR
AC
E C
K.
AP
P'D
QU
AN
TIT
IES
QU
AN
. CK
.
DE
TA
ILE
D
DE
TA
IL C
K.
FH
WA
AP
PR
OV
AL
DE
SIG
NE
D
DE
SIG
N C
K.
KA
NS
AS
ST
AT
EP
RO
JE
CT
NO
.Y
EA
RT
OT
AL
SH
EE
TS
SH
EE
T N
O.
KA
NS
AS
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
TE
439
7/23/2010
D.D
.G.
S.A
.B.
D.D
.G.
K.D
.S.
S
teven A
. B
uckley
R
evised T
ab
les
IN
ST
AL
LA
TIO
NS
AN
D R
EM
OV
AL
S
F
OR
SU
MM
AR
Y O
F Q
UA
NT
IT
IE
S
7/1/03
SU
MM
AR
Y O
F Q
UA
NT
ITIE
S
PO
ST
S A
ND
AL
UM
INU
M B
EA
MS
NU
MB
ER
FE
ET
GA
LV
AN
IZE
D S
TE
EL
BE
AM
PO
ST
W1
0x
12
W10x22
W6x9
"U
" P
OS
TS
TE
EL
WO
OD
4" x
6" P
OS
T
"U
" P
OS
TW
6x9
W10x12
W10x22
GA
LV
AN
IZE
D S
TE
EL
BE
AM
PO
ST
ST
EE
LW
OO
D
4" x
6" P
OS
T
10
.1' -
12
'
14
.1' -
16
'
12
.1' -
14
'
18
.1' -
20
'
16
.1' -
18
'
22
.1' -
24
'
20
.1' -
22
'
26
.1' -
28
'
24
.1' -
26
'
30
.1' -
32
'
28
.1' -
30
'
4.1
' - 6
'
6.1
' - 8
'
8.1
' - 1
0'
FL
AT
SH
EE
T
RE
INF
OR
CE
D P
AN
EL
OV
ER
LA
Y TY
PE
NU
MB
ER
SQ
UA
RE
FE
ET
SIG
NS
TY
PE
'A' W
HIT
E
TY
PE
'A' Y
EL
LO
W
TY
PE
'B' W
HIT
E
TY
PE
'B' Y
EL
LO
W
TY
PE
'A' W
HIT
E (B
AC
K T
O B
AC
K)
TY
PE
'A' Y
EL
LO
W (B
AC
K T
O B
AC
K)
DE
LIN
EA
TO
RS
OB
JE
CT
MA
RK
ER
S
SIG
NS
PO
ST
S
FO
OT
ING
S
SIG
N S
TR
UC
TU
RE
S
RE
MO
VA
LS
OV
ER
HE
AD
ST
RU
CT
UR
E
CA
NT
ILE
VE
R S
TR
UC
TU
RE
BU
TT
ER
FL
Y S
TR
UC
TU
RE
BR
IDG
E M
OU
NT
AT
TA
CH
ME
NT
MA
ST
AR
M S
IGN
SU
PP
OR
T
SIG
N S
TR
UC
TU
RE
S
NU
MB
ER
FE
ET
18"
24"
30"
24"
30"
1-3/4"
2"
2-1/4"
2-1/2"
COUPLER
W6x9
W1
0x
12
W1
0x
22
BR
EA
KA
WA
Y B
AS
ES
BA
SE
PL
AT
E (T
OP
)
ST
UB
PO
ST
WIT
H B
AS
E P
LA
TE
NO
N-B
RE
AK
AW
AY
BA
SE
S
BA
SE
PL
AT
E
BA
SE
PL
AT
ES
AN
D S
TU
B P
OS
TS
NU
MB
ER
& L
EN
GT
HS
OF
PO
ST
S &
AL
UM
INU
M B
EA
MS
(INF
OR
MA
TIO
N O
NL
Y)
PO
ST
FO
OT
ING
S A
ND
PS
ST
CO
UP
LE
RS
2.1
' - 4
'
TY
PE
NU
MB
ER
TY
PE
ANCHOR
TYPE I
ANCHOR
TYPE III
"U" POST
M OUNT
BRACKET
DE
LIN
EA
TO
R
FL
EX
IBL
E
DE
LIN
EA
TO
R
RIG
ID
TUBING
STRUCTURAL
SIGN
FLAT SHEET
PANEL SIGN
REINFORCED
BEAM
3I2.25 ALUMINUM
ST
EE
L
A3
6
(AL
T)
ST
EE
L
A5
72
ST
EE
L
A3
6
(AL
T)
ST
EE
L
A5
72
ST
EE
L
A3
6
(AL
T)
ST
EE
L
A572
1-3/4
"2-1/4
"2-1/2
"2
"
A3
6 S
TE
EL
A5
72
ST
EE
L (A
LT
)W
OO
D
PE
RF
OR
AT
ED
SQ
UA
RE
ST
EE
L T
UB
E (P
SS
T)
CO
NC
RE
TE
FO
OT
ING
(DIA
.)
FOOTING
W ITH
COUPLER
TU
BE
FO
OT
ING
PE
RF
OR
AT
ED
SQ
UA
RE
ST
EE
L
TY
PE
NU
MB
ER
TY
PE
NE
WM
OD
IFIE
D
TUBING
STRUCTURAL
SIGN
FLAT SHEET
PANEL SIGN
REINFORCED
BEAM
3I2.25 ALUMINUM
ST
EE
L
A36
(AL
T)
ST
EE
L
A572
ST
EE
L
A36
(AL
T)
ST
EE
L
A572
ST
EE
L
A36
(AL
T)
ST
EE
L
A572
1-3/4
"2-1/4
"2-1/2
"2
"
2 LBS/FT
3 LBS/FT
ST
EE
L T
UB
E (P
SS
T)
PE
RF
OR
AT
ED
SQ
UA
RE
OR
BE
AM
PO
ST
OF
LE
NG
TH
ST
EE
L
A36
(AL
T)
ST
EE
L
A5
72
ST
EE
L
A36
(AL
T)
ST
EE
L
A572
ST
EE
L
A3
6
(AL
T)
ST
EE
L
A5
72
LB
S/F
T
2
LB
S/F
T
3
ST
EE
L T
UB
E (P
SS
T)
PE
RF
OR
AT
ED
SQ
UA
RE
Sh. N
o.
20
19
39
22
22
21
C-4
88
9-0
1
107
12
50
504
62
36
22
54
824.7
936.0
98
305.8
22
12
24
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
2)
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
2)(D
OU
BL
E)
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
3)
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
3)(D
OU
BL
E)
183
178
471.0
to O
M's
Su
bsid
iary
For I
nform
atio
n O
nly
post
ØØ
Ø
Drawn By :
File :
lilly Plotted :
te450.dgn
21-DEC-2018 10:25
1
7/2
3/1
0
D.B
.
D.D
.G.
RE
VIS
ION
SB
YA
PP
'DD
AT
EN
O.
TR
AC
ED
TR
AC
E C
K.
AP
P'D
QU
AN
TIT
IES
QU
AN
. CK
.
DE
TA
ILE
D
DE
TA
IL C
K.
FH
WA
AP
PR
OV
AL
DE
SIG
NE
D
DE
SIG
N C
K.
KA
NS
AS
ST
AT
EP
RO
JE
CT
NO
.Y
EA
RT
OT
AL
SH
EE
TS
SH
EE
T N
O.
KA
NS
AS
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
TE
450
7/23/2010
D.D
.G.
S.A
.B.
D.D
.G.
K.D
.S.
S
teven A
. B
uckley
Ch
an
ged
Bid
Item
s a
s p
er S
pec B
ook
(20
07)
B
ID
IT
EM
S
SIG
NIN
G &
DE
LIN
EA
TIO
N
RE
CA
PIT
UL
AT
IO
N O
F
7/1/03
RE
CA
PIT
UL
AT
ION
OF
SIG
NIN
G &
DE
LIN
EA
TIO
N B
ID IT
EM
S
BID
ITE
MS
UN
ITS
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
BID
ITE
MS
SIG
N (F
LA
T S
HE
ET
) (HIG
H P
ER
FO
RM
AN
CE
)
SIG
N (R
EIN
FO
RC
ED
PA
NE
L) (H
IGH
PE
RF
OR
MA
NC
E)
SIG
N (O
VE
RL
AY
) (HIG
H P
ER
FO
RM
AN
CE
)
SIG
N P
OS
T (4
" x
6" W
OO
D) (F
LA
T S
HE
ET
SIG
N)
SIG
N P
OS
T (4
" x
6" W
OO
D) (R
EIN
FO
RC
ED
PA
NE
L S
IGN
)
SIG
N P
OS
T (W
6X
9 S
TE
EL
BE
AM
)
SIG
N P
OS
T (W
10
X1
2 S
TE
EL
BE
AM
)
SIG
N P
OS
T (W
10X
22 S
TE
EL
BE
AM
)
SIG
N P
OS
T (2
LB
/FT
"U
" S
TE
EL
)
SIG
N P
OS
T (3
LB
/FT
"U
" S
TE
EL
)
SIG
N P
OS
T (1
-3/4
" P
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
)
SIG
N P
OS
T (2
" P
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
)
SIG
N P
OS
T (2
-1/4
" P
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
)
SIG
N P
OS
T (2
-1/2
" P
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
)
SIG
N P
OS
T (4
" X
6" S
TR
UC
TU
RA
L S
TE
EL
)
SIG
N P
OS
T (3
I 2.2
5 A
LU
MIN
UM
)
SIG
N P
OS
T S
TU
B W
ITH
BR
EA
KA
WA
Y B
AS
E P
LA
TE
(W6
X9
)
SIG
N P
OS
T S
TU
B W
ITH
BR
EA
KA
WA
Y B
AS
E P
LA
TE
(W10X
12)
SIG
N P
OS
T S
TU
B W
ITH
BR
EA
KA
WA
Y B
AS
E P
LA
TE
(W10X
22)
SIG
N P
OS
T B
RE
AK
AW
AY
BA
SE
PL
AT
E (W
6X
9)
SIG
N P
OS
T B
RE
AK
AW
AY
BA
SE
PL
AT
E (W
10
X1
2)
SIG
N P
OS
T B
RE
AK
AW
AY
BA
SE
PL
AT
E (W
10
X2
2)
SIG
N P
OS
T F
OO
TIN
G (2
4" D
ia. C
ON
CR
ET
E)(S
TE
EL
BE
AM
PO
ST
)
SIG
N P
OS
T F
OO
TIN
G (3
0" D
ia. C
ON
CR
ET
E)(S
TE
EL
BE
AM
PO
ST
)
SIG
N P
OS
T F
OO
TIN
G (1
8" D
ia. C
ON
CR
ET
E)(W
OO
D P
OS
T)
SIG
N P
OS
T F
OO
TIN
G (1
-3/4
" P
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
)
SIG
N P
OS
T F
OO
TIN
G (2
" P
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
)
SIG
N P
OS
T F
OO
TIN
G (2
-1/4
" P
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
)
SIG
N P
OS
T F
OO
TIN
G (2
-1/2
" P
ER
FO
RA
TE
D S
QU
AR
E S
TE
EL
TU
BE
)
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
2)
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
3)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
A)(W
HIT
E R
IGID
, "U
" P
OS
T)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
A)(Y
EL
LO
W R
IGID
, "U
" P
OS
T)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
A)(W
HIT
E F
LE
XIB
LE
)(TY
PE
I AN
CH
OR
)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
A)(Y
EL
LO
W F
LE
XIB
LE
)(TY
PE
I AN
CH
OR
)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
A)(W
HIT
E F
LE
XIB
LE
)(TY
PE
3 A
NC
HO
R)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
A)(Y
EL
LO
W F
LE
XIB
LE
)(TY
PE
3 A
NC
HO
R)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
B)(W
HIT
E R
IGID
, "U
" P
OS
T)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
B)(Y
EL
LO
W R
IGID
, "U
" P
OS
T)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
B)(W
HIT
E F
LE
XIB
LE
)(TY
PE
I AN
CH
OR
)
SIG
NIN
G D
EL
INE
AT
OR
(TY
PE
B)(Y
EL
LO
W F
LE
XIB
LE
)(TY
PE
I AN
CH
OR
)
EA
CH
EA
CH
EA
CH
EA
CH
EA
CH
SQ
UA
RE
FO
OT
SQ
UA
RE
FO
OT
SQ
UA
RE
FO
OT
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
LIN
EA
R F
OO
T
A36
A5
72
(AL
T)
QU
AN
TIT
IES
AP
PR
OX
IMA
TE
SIG
N P
OS
T S
QU
AR
E C
OU
PL
ER
(2-1
/4")
SIG
N P
OS
T F
OO
TIN
G (S
IGN
PO
ST
SQ
UA
RE
CO
UP
LE
R) (2
-1/4
")
QU
AN
TIT
IES
AP
PR
OX
IMA
TE
UN
ITSS
h. N
o.
20
19
39
23
23
21
C-4
88
9-0
1
471.0
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
2)(D
OU
BL
E)
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
3)(D
OU
BL
E)
12
50
12
24
RE
MO
VA
L O
F E
XIS
TIN
G S
TR
UC
TU
RE
SL
UM
P S
UM
LU
MP
SU
M
LU
MP
SU
ML
UM
P S
UM
LU
MP
SU
ML
UM
P S
UM
MO
BIL
IZA
TIO
N
MO
BIL
IZA
TIO
N (D
BE
)
82
5
30
6
CO
NS
TR
UC
TIO
N S
TA
KIN
G W
ILL
BE
PR
OV
IDE
D B
Y T
HE
CO
UN
TY
.
"S
IGN
ING
OB
JE
CT
MA
RK
ER
(TY
PE
3)"
AN
D "
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
3)(D
OU
BL
E)"
.
PO
ST
AR
E S
UB
SID
IAR
Y T
O B
ID IT
EM
S
"S
IGN
ING
OB
JE
CT
MA
RK
ER
(TY
PE
2)"
AN
D "
SIG
NIN
G O
BJE
CT
MA
RK
ER
(TY
PE
2)(D
OU
BL
E)"
.
PO
ST
AR
E S
UB
SID
IAR
Y T
O B
ID IT
EM
S
A36 S
TE
EL
UN
IT P
RIC
ES
INC
LU
DE
D IN
TH
E C
ON
TR
AC
T.
ST
UB
PO
ST
S, B
AS
E P
LA
TE
S, A
ND
FO
OT
ING
S, P
AY
ME
NT
FO
R T
HE
SE
ITE
MS
WIL
L B
E B
AS
ED
ON
TH
E
TH
E C
ON
TR
AC
T A
RE
FO
R A
36
ST
EE
L. W
HE
N F
UR
NIS
HIN
G A
57
2 A
LT
ER
NA
TE
ST
EE
L B
EA
M P
OS
TS
,
TH
E Q
UA
NT
ITIE
S F
OR
ST
EE
L B
EA
M P
OS
TS
, ST
UB
PO
ST
S, B
AS
E P
LA
TE
S, A
ND
FO
OT
ING
S IN
NO
TE
:
Drawn By :
File :
lilly Plotted :
te406.dgn
24-SEP-2018 09:56
SHOULDER EDGE
PAVEMENT EDGE
SHOULDER EDGE
PAVEMENT EDGE
SHOULDER EDGE
PAVEMENT EDGE
SHOULDER EDGE
PAVEMENT EDGE
SHOULDER EDGE
SHOULDER EDGE
PAVEMENT EDGEPAVEMENT EDGE
BREAK
CROSS-SLOPE
* - 8
'6" W
ITH
SE
CO
ND
AR
Y S
IGN
**
- 6
0' M
AX
.
* - 8
'6" W
ITH
SE
CO
ND
AR
Y S
IGN
* - 8
'6" W
ITH
SE
CO
ND
AR
Y S
IGN
* - 8
'6" W
ITH
SE
CO
ND
AR
Y S
IGN
* - 8
'6" W
ITH
SE
CO
ND
AR
Y S
IGN
GRO
UN
D LINE
MAX. S
LOPE= 3:1
CROSS-SLOPE BREAK
SIG
N P
OS
T
CE
NT
ER
LIN
E O
F M AINLINE PAVEMENT EDGE
RAMP PAVEMENT EDGE
RAMP PAVEMENT EDGE
RA
MP
SH
OULDER
RA
MP
GO
RE
SIG
N
SH
OULDER
MAINLINE O
R R
AMP
AR
EA
PA
VE
D G
OR
E
SH
OU
LD
ER
MO
UN
TS
HO
UL
DE
R M
OU
NT
CO
NV
EN
TIO
NA
L R
OA
DW
AY
SH
OU
LD
ER
MO
UN
TS
HO
UL
DE
R M
OU
NT
FR
EE
WA
Y A
ND
EX
PR
ES
SW
AY
RO
AD
WA
Y
FR
EE
WA
Y A
ND
EX
PR
ES
SW
AY
RO
AD
WA
Y
OF
FS
ET
MO
UN
T
SH
OU
LD
ER
MO
UN
TS
HO
UL
DE
R M
OU
NT
RA
MP
S A
ND
SID
E R
OA
DS
FR
EE
WA
Y A
ND
EX
PR
ES
SW
AY
RO
AD
WA
Y
TY
PIC
AL
ME
DIA
N S
I
NA
RR
OW
ME
DIA
N (R
AM
P
WIT
H T
W
GO
RE
INS
TA
(MA
INL
INE
/RA
MP
)
GO
RE
INS
TA
LL
ED
SIG
N
(CR
OS
S-S
LO
PE
BR
EA
K)
PO
ST
PL
AC
EM
EN
T C
RIT
ER
IA
5'6
''
5'6
''
12'
12'
12' M
IN
.
12' M
IN
.
12' M
IN
.
12' M
IN
.
6'
6'
6'
6'
6"
6"
6"
6"
MIN
.
7'
MIN
.
7'
MIN
.
7'
MIN
.
7'
MIN
.
7'
7'6
"
7'6
"
7'6
"
7'6
"
5'6
"
30' M
IN
. 5'6
''5'6
''
5'6
''
5'6
''5
'6''
4'6
"4'6
"
MIN
.
7'
MIN
.
7'
MIN
.
7'
4'6
"
MIN
IMU
M
3'
MIN
IMU
M
3'
AA
B
7'6
"
A
B
PAVEMENT EDGE
ON
E O
R T
WO
OM
1-3
P
6' M
IN
.
6' M
IN
.
Drawn By :
File :
lilly Plotted :
te409.dgn
24-SEP-2018 09:56
4'
4'
4'
4'
4'
6'
6'
7'
7
A
B
C
D
EF
G
DE
TA
IL "
A"
DE
TA
IL "
B"
ST
RU
CT
UR
E E
ND
SH
AL
L B
E A
MA
XIM
UM
TH
E L
ON
GIT
UD
INA
L L
OC
AT
ION
OF
TH
E O
TH
E S
PA
CIN
G S
HA
LL
BE
AS
SH
OW
N IN
TH
INS
TA
LL
ED
AS
SH
OW
N F
OR
TH
E T
YP
ME
DIA
N W
IDT
H G
RE
AT
ER
TH
AN
OR
ON
A S
ING
LE
PO
ST
AL
ON
G T
HE
ME
D
ME
DIA
N W
IDT
H L
ES
S T
HA
N 6
FT
: DE
RA
MP
S S
HO
UL
D B
E IN
ST
AL
LE
D A
CC
OR
DIN
DE
LIN
EA
TIO
N L
OC
AT
ED
ON
A M
ED
IAN
BE
FL
EX
IBL
E P
OS
T M
OU
NT
ED
.
GU
AR
D F
EN
CE
AN
D T
HR
OU
GH
OU
T T
HE
AR
AL
L D
EL
INE
AT
ION
US
ED
WIT
HIN
10
0 F
E
SH
AL
L N
OT
EX
CE
ED
TH
E T
YP
ICA
L S
PA
CIN
LO
CA
TE
D A
T T
HE
BE
GIN
NIN
G O
F T
HE
CU
R
WH
EN
DE
LIN
EA
TIN
G A
CU
RV
E, T
HE
FIR
S
SP
AC
ING
SH
OW
N IN
TH
E D
EL
INE
AT
ION
SP
OT
HE
R E
DG
E, T
HE
DE
LIN
EA
TIO
N O
N B
OT
H
WH
EN
CH
AN
GIN
G F
RO
M D
EL
INE
AT
ING
ON
(W1-8
SIG
NS
) AR
E U
SE
D, E
XC
EP
T A
T T
HE
DE
LIN
EA
TIO
N S
HA
LL
NO
T B
E U
SE
D O
N C
U
AC
CE
LE
RA
TIO
N L
AN
ES
, DE
CE
LE
RA
TIO
N L
DE
LIN
EA
TIO
N S
HA
LL
BE
LO
CA
TE
D O
N T
H
MA
RK
ING
ED
GE
LIN
E.
TH
E C
OL
OR
OF
DE
LIN
EA
TIO
N S
HA
LL
MA
TC
AN
D/O
R P
LA
N S
HE
ET
FO
R T
YP
E, C
OL
OR
, A
SE
E 'D
EL
INE
AT
ION
SP
AC
ING
' AN
D 'P
AT
TE
NO
TE
:
DE
LIN
EA
TO
R
TY
PE
"B" Y
EL
LO
W
RA
MP
GO
RE
SIG
N
AR
EA
PA
VE
D G
OR
E
DE
LIN
EA
TO
R
DE
LIN
EA
TO
R
SH
OULDER
RA
MP
SH
OU
LD
ER
MAINLINE
4'
2' M
INIM
UM
MIN
IMU
M
2'
100'
4'
SEE S
PACIN
G T
ABLE (E)
DE
LIN
EA
TO
R
AR
EA
PA
VE
D G
OR
E
DE
LIN
EA
TO
R
SH
OU
LD
ER
MA
INL
INE
2' M
INIM
UM
3' M
INIM
UM
4'
4'
RA
MP
SH
OULDER
DE
LIN
EA
TIO
N S
PA
CIN
G T
AB
LE
EN
DIN
G P
OIN
TB
EG
INN
ING
PO
INT
RIG
HT
ED
GE
LE
FT
ED
GE
SP
AC
ING
S(1
)
TY
PIC
AL
TY
PE
AN
D C
OL
OR
DE
LIN
EA
TO
R
RA
MP
TE
RM
INA
L R
AD
IUS
EN
D O
F E
XIT
GO
RE
TA
PE
R
RA
MP
TE
RM
INA
L R
AD
IUS
EN
D O
F E
XIT
GO
RE
TA
PE
RE
NT
RA
NC
E R
AM
P G
OR
E400-500 F
T
ABCDEFG
"B" Y
EL
LO
W
"A" Y
EL
LO
W
"B" Y
EL
LO
W
"A" Y
EL
LO
W
"A" Y
EL
LO
W
"A" Y
EL
LO
W
"A" Y
EL
LO
W
"B
" W
HIT
E
"A
" W
HIT
E
"B
" W
HIT
E
"A
" W
HIT
E
"A
" W
HIT
E
"A
" W
HIT
E
"A
" W
HIT
E
"A" Y
EL
LO
W"A
" W
HIT
E
10
0 F
EE
T
10
0 F
EE
T
10
0 F
EE
T
10
0 F
EE
T
75-100 F
T
20
-3
00
FT
(2
)
528 F
T
LA
NE
TA
PE
R
EN
D O
F A
CC
EL
ER
AT
ION
LA
NE
TA
PE
R
EN
D O
F D
EC
EL
ER
AT
ION
EX
IT R
AM
P G
OR
E S
IGN
PE
RP
EN
DIC
UL
AR
TO
EN
TR
AN
CE
RA
MP
GO
RE
PE
RP
EN
DIC
UL
AR
TO
EN
TR
AN
CE
RA
MP
GO
RE
PE
RP
EN
DIC
UL
AR
TO
EX
IT R
AM
P G
OR
E S
IGN
PE
RP
EN
DIC
UL
AR
TO
EX
IT R
AM
P G
OR
E S
IGN
PE
RP
EN
DIC
UL
AR
TO
DE
CE
LE
RA
TIO
N L
AN
E T
AP
ER
EN
D O
F A
CC
EL
ER
AT
ION
OR
DE
CE
LE
RA
TIO
N L
AN
E T
AP
ER
EN
D O
F A
CC
EL
ER
AT
ION
OR
DIR
EC
TIO
N O
F T
RA
VE
L
EN
D O
F C
UR
VE
FO
R
DIR
EC
TIO
N O
F T
RA
VE
L
BE
GIN
NIN
G O
F C
UR
VE
FO
R
TY
PIC
AL
DE
LIN
EA
TO
R L
OC
AT
ION
FO
R R
OA
DS
IDE
MO
UN
TIN
G
CU
RB
SE
CT
ION
SH
OU
LD
ER
SE
CT
ION
GU
AR
D F
EN
CE
SE
CT
ION
TY
PIC
AL
OB
JE
CT
MA
RK
ER
LO
CA
TIO
N F
OR
BR
IDG
E A
ND
CU
LV
ER
T S
T
SH
OU
LD
ER
WID
TH
6 F
T O
R G
RE
AT
ER
TY
PE
2 O
BJE
CT
MA
RK
ER
S
SH
OU
LD
ER
WID
TH
LE
TY
PE
3 O
BJE
CT
M
DE
TA
IL "
A"
(1) S
PA
CIN
GS
SH
AL
L B
E C
ON
TIN
OU
S A
ND
UN
IFO
RM
.
(2) S
PA
CIN
G IS
RO
UN
DE
D T
O N
EA
RE
ST
FO
OT
US
ING
TH
E F
OR
MU
LA
:
SP
AC
ING
= 3
X (R
AD
IUS
- 50
)
DE
TA
IL "
B"
M
TY
PIC
AL
Drawn By :
File :
lilly Plotted :
te415.dgn
24-SEP-2018 09:56
TY
PE
2 O
BJE
CT
MA
RK
ER
AS
SE
MB
LY
PO
SIT
ION
S
ST
EE
L 'U
' PO
ST
DE
TA
ILS
'U' P
OS
T M
OT
O S
TE
EL
DE
LIN
EA
TO
R P
OS
TS
DE
TA
ILS
FO
R A
TT
AC
HIN
G D
EL
INE
AT
OR
S
PU
NC
HIN
G D
ET
AIL
SF
LA
T S
HE
ET
DE
LIN
EA
TO
R M
OU
NT
ING
TO
ST
EE
L 'U
' PO
ST
S
DE
TA
ILS
FO
R A
TT
AC
HIN
G O
BJE
CT
MA
RK
ER
S
T3
/OM
13
"
36
"
13
"
7 1
1/1
6"
45°
45°
45°
2 5
/16"
12
"
1 1
/2" R
.
B
A C
AN
D R
EG
. SF
HE
X N
UT
BO
LT
WIT
H L
IGH
T L
OC
K W
AS
HE
R
5/1
6 "
X 2
1/4
" C
AR
RIA
GE
'U' P
7/8
"
2 1
/16
"
13
/16
"
PO
ST
DIM
EN
SIO
NS
(AL
L D
IME
NS
ION
S S
HO
WN
AR
E N
OM
INA
L)
9'
1"
ON 1" CENTERS
3/8 " DIA. HOLES
MINIM UM OF 26
FL
AT
SH
EE
T D
EL
INE
AT
OR
SQ
UA
RE
NU
T
LO
CK
WA
SH
ER
, AN
D
WIT
H N
YL
ON
WA
SH
ER
,
HE
AD
MA
CH
INE
SC
RE
W
1/4
" X
1 3
/8 "
RO
UN
D
DE
LIN
EA
TO
R P
OS
T
2L
B. 'U
YE
LL
OW
RE
TR
OR
EF
LE
CT
IVE
SH
EE
TIN
G.
SH
AL
L B
E C
OV
ER
ED
WIT
H T
YP
E IV
HIG
H IN
TE
NS
ITY
TH
E 6
" X
12" O
BJE
CT
MA
RK
ER
SIG
N F
AC
ES
FO
R T
HE
AL
UM
INU
M A
LL
OY
S A
ND
TH
ICK
NE
SS
.
SE
E F
LA
T S
HE
ET
SIG
N B
LA
NK
DE
TA
IL S
HE
ET
S
FL
AT
SH
EE
T O
BJE
CT
MA
RK
ER
S:
Drawn By :
File :
lilly Plotted :
te418.dgn
24-SEP-2018 09:56
LA
TE
RA
L P
OS
ITIO
NIN
G O
F C
HE
VR
ON
(W1
-8 S
IGN
)
PO
SIT
ION
ING
AN
GL
E F
OR
CH
EV
RO
N (W
1-8
SIG
N)
TW
O-W
AY
TR
AF
FIC
ON
E-W
AY
TR
AF
FIC
5'6
"5'6
"5'6
"
4'
2'
RO
AD
WA
YSH
OULDER
RO
AD
WA
YR
OA
DW
AY
SH
OULDER
TA
NG
EN
T
CE
NT
ER
LIN
E
RA
DIU
S
RA
DIU
S
LIN
E O
F S
IGH
T
CE
NT
ER
LIN
E
LIN
E O
F S
IGH
T
RA
DIU
S
ED
GE
PA
VE
ME
NT
TA
NG
EN
TT
AN
GE
NT
ED
GE
PA
VE
M
RA
DIU
S
ED
GE
PA
VE
ME
NT
ED
GE
PA
VE
ME
NT
ED
GE
PA
VE
ME
NT E
DG
E
PA
VE
ME
NT
DIS
TA
NC
E D
ET
ER
MIN
ED
BY
EN
GIN
EE
R
DIS
TA
NC
E D
ET
ER
MIN
ED
BY
EN
GIN
EE
R
33
0 -
50
03
00
- 5
25
14
0 -
33
01
25
- 3
00
LE
SS
TH
AN
140
LE
SS
TH
AN
125
100
200
RIG
HT
TU
RN
LE
FT
TU
RN
RA
DIU
S ( F
T )
A (
FT
)R
AD
IUS
( FT
)A
( F
T )
30
0 -
52
5
12
5 -
30
0
LE
SS
TH
AN
125
100
200
*
*
90°
90°
93°
93°
AA
4'
4'
AA
4'
93°
93°
90°
90°
RIG
HT
TU
RN
LE
FT
RA
DIU
S L
ES
S T
HA
N 5
25
'
RA
DIU
S G
RE
AT
ER
TH
AN
50
0 F
TR
AD
IUS
GR
EA
TE
R T
HA
N 5
2
RA
DIU
S L
ES
S T
HA
N 5
00 F
TR
AD
IUS
LE
SS
TH
AN
525 F
RA
DIU
S G
RE
AT
ER
TH
AN
525'
SH
OU
LD
ER
SE
CT
ION
CU
RB
SE
CT
ION
GU
AR
D F
EN
CE
SE
Drawn By :
File :
lilly Plotted :
te460.dgn
24-SEP-2018 09:56
1'6
"
1"
3" C
LE
AR
AN
CE
3" C
LE
AR
AN
CE
1.5
"
3"
2"
3" C
L.
4" M
AX
IMU
M
3' 6" (MIN.)
5 1
/2"
1'2 1/2"
WE
DG
E
HA
RD
WO
OD
6" P
ITC
H
1/4
" Ø
SP
IRA
L
4 -
#4 B
AR
S
BIT
UM
INO
US
MA
TE
RIA
L
PO
ST
& C
ON
CR
ET
E W
ITH
SE
AL
OP
EN
ING
BE
TW
EE
N
TR
EA
TE
D W
OO
D P
OS
T
4" X
6" S
4S
OR
CO
MP
AC
TE
D F
ILL
UN
DIS
TU
RB
ED
EA
RT
H
5 1
/2"
(GA
LV
AN
IZE
D)
10 G
AG
E S
TE
EL
SH
EE
T
DIR
EC
TIO
N O
F T
RA
FF
IC
DIR
EC
TIO
N O
F T
RA
FF
IC
SL
EE
VE
AA
3 1
/2"
WO
OD
PO
ST
IN C
ON
CR
ET
E F
OO
TIN
G
FO
OT
ING
S.
25
CO
NC
RE
TE
FO
R S
IGN
SU
PP
OR
T
MA
Y B
E S
UB
ST
ITU
TE
D F
OR
GR
AD
E
CO
MM
ER
CIA
L G
RA
DE
CO
NC
RE
TE
NO
TE
:
4 3/4"
1/8
2-5
1/8
2-5
OP
TIO
NA
L
SE
CT
ION
A-A
SE
CT
ION
TH
RU
SL
EE
VE
HA
RD
WO
OD
WE
DG
E
SID
E E
LE
VA
TIO
N
SID
E E
L
FR
ON
T E
LE
VA
TIO
N
3 7/8"
5 7
/8"
1/4"
1 1
/2" D
IA. H
OL
E
1 1/2"
1' 2 1/2"
1 1
/2" D
IA. H
OL
E
AT 6" CENTERS
3/8" DIA. HOLES
3' 0"
2' 6"
CC F
OO
TIN
GL
PO
ST
=L
Drawn By :
File :
lilly Plotted :
te481.dgn
24-SEP-2018 09:56
TH
E S
IGN
.
TH
E T
OP
OF
TH
E P
OS
T S
HA
LL
NO
T E
XT
EN
D A
BO
VE
TH
E T
OP
OF
NO
TE
S:
AL
IGN
ED
.
(R1
-2) S
IGN
, TH
E T
OP
HO
LE
S O
F T
HE
SIG
NS
SH
OU
LD
BE
WH
EN
A S
IGN
IS M
OU
NT
ED
ON
TH
E B
AC
K O
F T
HE
"Y
IEL
D"
RA
ISE
D A
ND
PO
SIT
ION
ED
SU
CH
TH
AT
TH
E H
OL
ES
AR
E A
LIG
NE
D.
TH
E S
IGN
S O
R P
OS
TS
, TH
E S
IGN
ON
TH
E B
AC
K S
HO
UL
D B
E
AL
IGN
ED
. IN O
RD
ER
TO
PR
EV
EN
T H
AV
ING
TO
DR
ILL
HO
LE
S IN
INS
TA
LL
AT
ION
S, T
HE
BO
TT
OM
HO
LE
S O
F T
HE
SIG
NS
SH
OU
LD
BE
BE
MO
UN
TE
D A
T T
HE
IR P
RE
SC
RIB
ED
HE
IGH
T. IN
GE
NE
RA
L
WH
EN
SIG
NS
AR
E M
OU
NT
ED
BA
CK
TO
BA
CK
, TH
E S
IGN
S S
HA
LL
OV
ER
LA
P E
AC
H O
TH
ER
.
HE
IGH
T, B
UT
UN
DE
R N
O C
IRC
UM
ST
AN
CE
S S
HA
LL
TH
E S
IGN
S
TH
E P
RIM
AR
Y S
IGN
SH
AL
L B
E M
OU
NT
ED
AT
TH
EIR
PR
ES
CR
IBE
D
SIG
N, S
HA
LL
BE
MO
UN
TE
D A
T T
HE
IR P
RE
SC
RIB
ED
HE
IGH
T.
AD
VIS
OR
Y P
LA
TE
, TY
PE
1 O
BJE
CT
MA
RK
ER
, OR
SE
CO
ND
AR
Y
WH
EN
MO
UN
TE
D W
ITH
AN
OT
HE
R S
IGN
(PR
IMA
RY
SIG
N), T
HE
TH
E S
HE
ET
ING
AR
OU
ND
TH
E H
OL
E S
HA
LL
NO
T B
E D
AM
AG
ED
.
AL
L H
OL
ES
IN T
HE
SIG
N S
HA
LL
BE
FR
EE
OF
AN
Y D
EF
EC
TS
AN
D
DR
ILL
IN T
HE
PO
ST
SH
AL
L B
E T
RE
AT
ED
WIT
H A
PE
RS
ER
VA
TIV
E.
PO
ST
, SH
AL
L B
E D
RIL
LE
D B
Y T
HE
CO
NT
RA
CT
OR
. AL
L H
OL
ES
AD
DIT
ION
AL
MO
UN
TIN
G H
OL
ES
, EIT
HE
R T
HR
OU
GH
TH
E S
IGN
OR
DIM
EN
SIO
N.
TH
E S
MA
LL
ER
DIM
EN
SIO
N IS
TH
E P
OS
T C
LIP
BO
LT
MA
Y H
TH
E B
ID IT
EM
'4" X
6" W
OO
D
MA
RK
ER
AS
SE
MB
LY
AT
TA
CH
WH
EN
TH
E 2
LB
S/F
T S
TE
EL
TIG
HT
EN
ED
AG
AIN
ST
TH
E S
I
A N
YL
ON
WA
SH
ER
SH
AL
L B
FL
AT
SH
EE
T S
IGN
SIG
N
FL
AT
SH
EE
T
AN
D R
EG
. HE
X N
UT
BO
LT
WIT
H N
YL
ON
WA
SH
ER
5/1
6 "
X 6
1/2
" C
AR
RIA
GE
AN
D R
EG
. HE
X N
UT
BO
LT
WIT
H F
LA
T W
AS
HE
R
5/1
6 "
X 6
1/2
" C
AR
RIA
GE
2"
EE
2 L
BS
/FT
"U
" P
OS
T
SIG
N
FL
AT
SH
EE
T
AN
D R
EG
. HE
X N
UT
BO
LT
WIT
H N
YL
ON
WA
SH
ER
5/1
6 "
X 6
1/2
" C
AR
RIA
GE
A
B
C
D
DIM
.2
LB
S/F
T3
LB
S/F
T
ABD C
1/8
"
3 1
/2 "
1 3
/4 "
1 5
/8 "
9/6
4 "
3 1
/8 "
1 1
7/3
2 "
1 1
/4 "
(DIM
EN
SIO
NS
AR
E N
OM
INA
L)
1"
0.6
41"
1 1
9/6
4 "
2 1
1/6
4"
1 3
/8"
5/8
"1 3
/4"
3/1
6"
A B CCBA
PO
ST
CL
IP
'U' P
OS
T D
IME
NS
ION
DE
TA
ILS
SE
CT
ION
C-C
SE
CT
ION
B-B
SE
CT
ION
A-A
RO
UT
E M
AR
KE
R A
SS
EM
BL
Y A
TT
AC
HM
EN
T
FL
AT
SH
EE
T S
IGN
S
TY
PIC
AL
MO
UN
TIN
G O
F
PO
ST
CL
IP B
OL
T
SE
CT
ION
E-E
Drawn By :
File :
lilly Plotted :
te503.dgn
24-SEP-2018 09:56
A
D
C
E
E
C
B
SIG
N S
IZE
AB
CD
ET
AR
EA
SIG
N S
IZE
AB
CT
AR
EA
SIG
N S
IZE
AB
CD
EF
GT
AR
EA
SIG
N S
IZE
AB
CD
TA
RE
AS
IGN
SIZ
EA
BC
BB
C
AA
30
X 3
0
36
X 3
6
30
36
36
30
362
4
24
15
18
0.0
80
0.0
80
5.1
8
7.4
6
5 X
55
2 1
/23
/80.0
40
0.1
7
2.2
50.0
80
1 1
/26
18
18
X 1
8
24
X 2
4
30
X 3
0
36
X 3
63
6
30
24
12
12
18
2 1
/4
1 7
/8
1 1
/20.0
80
0.0
80
0.0
80
9.0
0
6.2
5
4.0
0
48
X 4
84
84
81
22
49
30
24
2 1
/21
3.2
53
6 X
36
36
31
82
0.0
80
3.9
0
60
X 6
0
48
X 4
84
8
60
3 31
2
18
F
D C
G
G
C
B
A
EE
D
A
B
C
A
E
A
A
Drawn By :
File :
lilly Plotted :
te506.dgn
24-SEP-2018 09:57
A
B
CC
D
E
AB
CD
ET
AR
EA
AB
CD
EF
SIG
N S
IZE
SIG
N S
IZE
3
3
33
33
33333 33
33
3 X
8866 6
6
66
666
666
666
66
666
66
666
12
X 1
8
12
X 2
4
12
X 3
6
18
X 1
2
24
X 1
2
36
X 1
2
36
X 1
2
6 X
12
12
X 6
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
18
X 1
8
18
X 2
4
24
X 1
8
30
X 1
8
36
X 1
8
36
X 1
8
18
X 6
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
24
X 2
4
24
X 3
0
24
X 3
6
30
X 2
4
36
X 2
4
36
X 2
4
24
X 6
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
30
X 3
6
36
X 3
0
36
X 3
6
36
X 3
0
36
X 3
6
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
12
X 4
84
8 X
12
48
X 1
8
48
X 2
4
48
X 3
0
48
X 3
6
48
X 4
8
48
48
48
48
48
48
48
48
48
48
48
15
X 1
5
21
X 1
5
30
X 1
5
15
15
15
15
15
21
21
30
X 3
0
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
36
X 4
2
48
X 4
2
42
42
42
42
48
X 7
2
48
X 9
69
6
72
54
X 3
6
54
X 4
25
4
54
54
60
X 1
2
60
X 1
8
60
60
0.1
7
0.5
0
0.5
0
1.5
0
2.0
0
3.0
0
4.0
0
1.5
6
0.7
5
1.5
0
2.2
5
3.0
0
2.1
9
1.0
0
2.0
0
3.0
0
4.0
0
5.0
0
6.0
0
3.1
3
3.7
5
5.0
0
6.2
5
7.5
0
3.0
0
4.5
0
6.0
0
7.5
0
9.0
0
0.0
40
0.0
40
13333333
33 3
3
0.0
63
0.0
63
0.0
63
0.0
63
0.0
63
0.0
63
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
0.0
80
666 6 666 66 9
99999999 9
2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
1 1
/2
3/8
3/8
3/8
1 1
/2
1 1
/2
1 1
/2
Drawn By :
File :
lilly Plotted :
te509.dgn
24-SEP-2018 09:57
A
B
CC
B
A
B
A
C
D
E
B
CF
A
B
GF
F
A
B
CC
D
E
F
E
F
SIG
N S
IZE
AB
TA
RE
AS
IGN
SIZ
EA
BC
DS
IGN
SIZ
E
AB
CD
*T
AR
EA
EF
SIG
N S
IZE
DIM
EN
SIO
NS
AB
CT
AR
EA
IND
EP
EN
DE
NT
US
10
21
2.7
5
SIZ
EA
BC
DE
F
--
22.5
--
25.5
66
6
6 X
60
.06
30
.25
36
DIA
36
X 3
6
36
X 3
63
63
6
36
36
36
36
12
12
12
12
0.0
80
30
X 3
0
30
X 2
43
0
30
30
30
30
15
15
24
24
24
18
18
18
18
18
18
102 X
18
33
33
0.1
00
13
HO
LE
S @
8" S
PA
CIN
G
24
X 2
4
17
45
X 3
64
5*
3/8
" D
IA. H
OL
ES
7.0
7
Drawn By :
File :
lilly Plotted :
te590.dgn
24-SEP-2018 09:57
DE
TA
ILE
D S
PE
CIF
ICA
TIO
NS
FO
R F
LA
T S
HE
ET
SIG
NS
PL
AN
S.
ED
ITIO
N), U
NL
ES
S O
TH
ER
DE
TA
ILS
AR
E S
HO
WN
IN T
HE
TH
E 'S
TA
ND
AR
D H
IGH
WA
Y S
IGN
S' M
AN
UA
L (2
00
4
HE
IGH
T, A
ND
LE
TT
ER
SE
RIE
S) S
HA
LL
BE
AS
SH
OW
N IN
TH
E D
ES
IGN
DE
TA
ILS
FO
R S
IGN
S (C
OL
OR
, LE
TT
ER
8'-0
" IN
HE
IGH
T.
AR
E 4
'-0" IN
LE
NG
TH
AN
D L
ES
S T
HA
N O
R E
QU
AL
TO
SH
EE
T B
LA
NK
S S
HA
LL
AL
SO
BE
US
ED
FO
R S
IGN
S T
HA
T
LE
SS
TH
AN
OR
EQ
UA
L T
O 4
'-0" IN
HE
IGH
T. F
LA
T
AR
E L
ES
S T
HA
N O
R E
QU
AL
TO
7'-0
" IN
LE
NG
TH
AN
D/O
R
FL
AT
SH
EE
T B
LA
NK
S S
HA
LL
BE
US
ED
FO
R S
IGN
S T
HA
T
SH
EE
T B
LA
NK
DE
TA
IL S
HE
ET
S.
AL
UM
INU
M A
LL
OY
AN
D T
HIC
KN
ES
S S
HO
WN
ON
TH
E F
LA
T
AL
L N
EW
FL
AT
SH
EE
T S
IGN
BL
AN
KS
SH
AL
L B
E O
F T
HE
RE
VE
RS
E S
CR
EE
N P
RO
CE
SS
, OR
DIR
EC
T A
PP
LIE
D L
EG
EN
D.
TH
E S
IGN
FA
CE
S S
HA
LL
BE
DIR
EC
T S
CR
EE
N P
RO
CE
SS
,
OR
PR
ES
SU
RE
SE
NS
ITIV
E.
SH
EE
TIN
G O
R L
ET
TE
RIN
G F
ILM
SH
AL
L B
E H
EA
T A
CT
IVA
TE
D
TH
E T
YP
E O
F A
DH
ES
IVE
US
ED
FO
R R
ET
RO
RE
FL
EC
TIV
E
INT
EN
SIT
Y R
ET
RO
RE
FL
EC
TIV
E S
HE
ET
ING
.
BA
CK
GR
OU
ND
SH
AL
L B
E C
OV
ER
ED
WIT
H T
YP
E IV
HIG
H
FL
UO
RE
SC
EN
T Y
EL
LO
W G
RE
EN
, BR
OW
N, O
R W
HIT
E
AL
L S
IGN
FA
CE
S W
ITH
BL
UE
, GR
EE
N, R
ED
, YE
LL
OW
,
INT
EN
SIT
Y R
E
AL
L S
IGN
FA
C
4'-0
" IN
HE
IGH
AR
E G
RE
AT
ER
RE
INF
OR
CE
D
OR
BO
TT
OM
O
US
ED
. TH
E 1
'-0
PA
NE
LS
AR
E U
EN
TIR
EL
Y O
N
AR
E N
OT
SH
OW
SH
OW
N. IF
EX
T
SH
AL
L B
E O
F T
EX
TR
US
HE
ET
F
SH
OW
N O
N T
H
FA
BR
ICA
TIO
N,
AL
L N
EW
RE
I
SP
EE
D (M
PH
)
LE
NG
TH
(ft)
20
115
215
Po
ste
d s
peed
prio
r to w
UR
BA
N (4
0 M
PH
OR
LO
UR
BA
N (4
5 M
PH
OR
HI
RU
RA
L (5
5 M
PH
OR
LO
RU
RA
L (6
0 M
PH
OR
HI
EX
PR
ES
SW
AY
/FR
EE
WA
less th
an 1
00', u
nle
ss d
Th
e m
inim
um
sp
acin
g
SP
EE
D (M
PH
)
Po
ste
d s
peed
prio
r
sp
ace u
pstre
am
of th
e v
eh
ic
bu
ffer s
pace. W
hen
a p
rote
c
Neith
er w
ork
activ
ity n
or s
to
wo
rk z
on
e c
om
po
nen
ts a
bo
full la
ne w
idth
sh
ou
ld b
e a
va
from
the w
ork
sp
ace, th
e b
a
If tem
po
rary
co
ncre
te s
afe
ty
maxim
ize v
isib
ility.
as a
ppro
ved b
y th
e e
ng
bey
on
d th
e m
inim
um
v
Th
e s
pacin
g b
etw
een
an A
Dis
tan
ce
C
Min
imum
advanc
785-2
96-1
183.
the T
em
po
rary
Tra
ffic C
on
trol U
nit fo
r mo
re in
form
atio
n a
t 78
5-2
96
-11
79
or
6) A
ltern
ativ
e te
mpora
ry ru
mble
strip
optio
ns m
ay b
e a
vaila
ble
. Ple
ase c
onta
ct
W8-7
sig
ns. A
ll sig
ns s
hall b
e d
ispla
yed a
s lo
ng a
s th
e c
onditio
n is
pre
sent.
sig
n. A
W8-1
5p m
oto
rcycle
pla
que s
hall b
e u
sed to
supple
ment th
e W
8-1
5 o
r
This
sig
n s
hould
be p
laced a
"C
" d
ista
nce a
fter th
e W
20-1
(Road W
ork
Ahead)
Pavem
ent) o
r W8-7
(Loose G
ravel) s
ign s
hall b
e u
sed o
n m
ain
line a
ppro
aches.
mad
e o
f loo
se m
ate
rial, o
r wh
en
dire
cte
d b
y th
e e
ng
ineer a
W8
-15
(Gro
ov
ed
5) W
hen
the d
rivin
g s
urfa
ce o
pen
to tra
ffic is
mille
d o
r is a
tem
po
rary
su
rface
consis
tent w
ith th
e fe
atu
res p
resent in
the e
xis
ting p
edestria
n fa
cility
.
tem
po
rary
facilitie
s s
hall b
e d
ete
cta
ble
an
d in
clu
de a
ccessib
ility fe
atu
res
4) W
hen
ex
istin
g p
ed
estria
n fa
cilitie
s a
re d
isru
pte
d, c
losed
, or re
locate
d, th
e
skirtin
g th
e w
ork
site
or m
akin
g a
mid
blo
ck c
rossin
g.
are
no
t co
nfro
nte
d w
ith m
idb
lock
wo
rk s
ites th
at w
ill ind
uce th
em
to a
ttem
pt
pla
ced
at in
ters
ectio
ns (ra
ther th
an
mid
blo
ck
locatio
ns) s
o th
at p
ed
estria
ns
an
d s
ub
urb
an
are
as w
ith h
igh
veh
icu
lar tra
ffic v
olu
mes, th
ese s
ign
s s
ho
uld
be
that e
nco
ura
ges th
em
to c
ross to
the o
pp
osite
sid
e o
f the ro
ad
way
. In u
rban
pro
vid
ed, p
edestria
ns s
hould
be a
ppro
pria
tely
dire
cte
d w
ith a
dvance s
ignin
g
reaso
nab
le s
afe
rou
te th
at d
oes n
ot in
vo
lve c
rossin
g th
e ro
ad
way
can
be
mo
vem
en
ts fro
m b
oth
wo
rk s
ite a
ctiv
ity a
nd
veh
icu
lar tra
ffic. U
nle
ss a
3) C
onsid
era
tion s
hould
be m
ade to
separa
te p
edestria
n a
nd, if n
eeded, b
icycle
road
way
wid
th s
ign
ing
.
dire
cte
d b
y th
e e
ng
ineer. A
lan
e w
idth
less th
an
11
' may
req
uire
restric
ted
betw
een c
ente
rlines o
f pavem
ent m
ark
ings) o
r as s
how
n o
n th
e p
lans, o
r as
2) M
inim
um
Lan
e W
idth
: Lan
e w
idth
s s
hall b
e a
min
imu
m o
f 11
' (measu
red
work
sta
rting.
desig
ned
an
d in
sta
lled
usin
g th
e p
oste
d/le
gal s
peed
of th
e ro
ad
way
prio
r to
1) D
esig
n S
peed: T
hose ite
ms d
ele
gate
d to
tem
pora
ry tra
ffic c
ontro
l should
be
Drawn By :
File :
lilly Plotted :
te700.dgn
24-SEP-2018 09:57
Drawn By :
File :
lilly Plotted :
te702.dgn
24-SEP-2018 09:57
36
"
AP
PR
OX
.
18
"
MIN
.O
RA
NG
E
WH
ITE
6" T
O 8
"
6" T
O 8
"
DR
UM
OR
AN
GE
WH
ITE
VE
RT
ICA
L P
AN
EL
4"4"
MIN
.
24
"
MIN
.
36
"
45°
to th
e tr
affic
sid
e f
or c
han
neliz
atio
n.
The s
trip
es s
hall s
lope d
ow
nw
ard
12
"
DE
LIN
EA
TO
R
CO
NIC
AL
6" T
O 8
"
6" T
O 8
"
MIN
.
42"
2" M
OR
AN
GE
WH
ITET
UB
UL
AR
MA
28" M
IN
.
Str
ipin
g a
s s
ho
wn
fo
r
MIN
.
36
"
24" M
IN
.
8" M
IN
.
12
" M
AX
.
6"
6"
OR
AN
GE
WH
ITE
45°
TY
PE
2 B
AR
RIC
AD
E
channeliz
atio
n.
All s
trip
es s
hall s
lope d
ow
nw
ard to
the tr
affic
sid
e f
or
For r
ails
less th
an 3
6" lo
ng, 4
" w
ide s
trip
es m
ay b
e u
sed.
36
"
24
"
4"
4"
45°
DIR
EC
TIO
N IN
DIC
AT
O
the m
oto
ris
t into
the in
tended la
ne o
f
The d
irectio
n in
dic
ato
r b
arric
ade s
hall
Th
e s
trip
es s
hall s
lope d
ow
nw
ard in
th
LO
CA
TIO
N
ITE
M
PO
RT
AB
LE
FIX
ED
NO
(1
,2)
(1
)
(2
)
NO
YE
S
(3
)N
O
(1
)
(2
)
(3
)(3
)(3
)(3
)(3
)(3
)
(3
)(3
)(3
)
Gores
Devices
Lead-in (2
)(2
,3)
Dir
ectio
n I
ndic
ato
r B
arric
ade
Vertic
al P
an
els
Conic
al D
elin
eato
rs
Dru
ms
Ty
pe 2
Barric
ad
e
Tubula
r M
arkers
Vertic
al P
an
els
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Cross-overs
Diversions
Shoofly
Tangents
Tapers
Ramps
Head
Head to
Identifier
Object
Traffic
Co
nes
(2
)(2
)(2
)(2
)(2
)(2
)
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
(2
)(2
)(2
)
NO
NO
(4
)(4
)(4
)(4
)(4
)(4
)
(4) D
aytim
e o
peratio
ns o
nly
.
(3) M
ay b
e u
sed u
pon th
e a
pproval o
f th
e e
ngin
eer.
(2
) T
he s
trip
es s
hall s
lop
e d
ow
nw
ard
to th
e tr
affic
sid
e f
or c
han
neliz
atio
n.
(1
) N
ot a
llow
ed
on
cen
terlin
e d
elin
eatio
n a
lon
g f
reew
ay
s o
r e
xp
ressw
ay
s.
NO
OR
AN
GE
WH
ITE
3" C
48
"x
12
"
6" C
48
"x
24
"
6" C
SIG
N L
AY
OU
T IN
FO
RM
AT
ION
ST
D. S
IZE
EX
PW
Y/F
RE
EW
AY
24
"x
6"
W8-11
W7-3a
EX
PW
Y/F
RE
EW
AY
ST
D. S
IZE
48
"x
24
"
6" C
EX
PW
Y/F
RE
EW
AY
ST
D. S
IZE
ST
D. S
IZE
EX
PW
Y/F
RE
EW
AY
10" D
6" C
KG
20-2
KM
4-2
O
KG
20-5
SP
-0
1
EX
PW
Y/F
RE
EW
AY
ST
D. S
IZE
8" D
48
"x
48
"
W8-17
EX
PW
Y/F
RE
EW
AY
ST
D. S
IZE
48
"x
48
"
(SP
EC
IAL
SIG
N)
W8-17P
EX
PW
Y/F
RE
EW
AY
ST
D. S
IZE
30
"x
24
"
(OP
TIO
NA
L)
ST
D. S
IZE
EX
PW
Y/F
RE
EW
AY
10" D
6" C
SP
-0
2
(SP
EC
IAL
SIG
N)
UP
PE
RC
AS
E:
UP
PE
RC
AS
E:
LO
WE
RC
AS
E:
LO
WE
RC
AS
E:
4.5
" C
8" D
Botto
m
Min
.
6' -
12'
5' MIN.
shoulder
Edge of
6'
Roadw
ay
trav
ele
d w
ay
Edge o
f
of s
ign
Ru
ral
Urb
an
each
oth
er.
pav
em
en
t. Sig
ns s
hall n
ot o
verla
p
sig
n to
the n
ear e
dge o
f th
e
4' m
easured f
rom
the b
otto
m o
f th
e
mo
un
ted
belo
w a
noth
er s
ign
may
be
3) T
he h
eig
ht o
f th
e s
eco
nd
ary
sig
n
min
imum
of 7
' above th
e g
round.
breakaw
ay p
osts
shall b
e m
ounte
d a
50
sq
uare f
eet in
sta
lled
on
mu
ltiple
2) L
arg
e s
ign
s h
av
ing
an
area e
xceed
ing
pavem
ent.
the b
otto
m o
f s
ign
to th
e n
ear e
dg
e o
f th
e
at a
min
imum
heig
ht o
f 5
' measured f
rom
1) G
round-m
ounte
d s
igns s
hall b
e m
ounte
d
FL
AG
FL
AG
ST
AF
F
sig
n p
ost
light m
ounte
d to
actio
n w
arnin
g
Type "
A" lo
w in
tensity
warn
ing
65°
45
° T
O
65°
45
° T
O
2. W
ith th
e e
ngin
eer's
approval, u
se a
ccepta
ble
alte
rnativ
e s
ign s
tands.
1. S
hif
t the s
ign
locatio
n. D
o n
ot v
iola
te m
inim
um
sig
n s
pacin
g.
In th
e c
ase o
f h
itting r
ock w
hen d
riv
ing p
osts
po
sts.
post. A
ll sig
ns le
ss th
an 9
' in w
idth
shall u
se a
maxim
um
of tw
o w
ood
posts
may b
e u
sed
with
a m
inim
um
of 4
' betw
een
the c
en
terlin
e o
f e
ach
When th
e s
ign w
idth
is e
qual to
or g
reate
r th
an 9
', three o
r m
ore w
ood
Botto
m
Face o
f
From top
Roadw
ay
* 7' Min.
of curb of s
ign
cu
rb
* 2
' Min
.
back o
f c
urb.
walk
way
nor s
hall it p
ro
ject b
e
the s
ign a
nd s
hall n
ot p
rotr
ude
the p
edestr
ian p
ath
way to
the
min
imum
of 2
' measured f
rom
6) P
ed
estr
ian d
eto
ur s
ignin
g s
h
min
imum
of 7
' above th
e g
rou
breakaw
ay p
osts
shall b
e m
ou
50 s
quare f
eet in
sta
lled o
n m
ul
5) L
arg
e s
ign
s h
av
ing
an
area
ov
erla
p e
ach
oth
er.
near e
dge o
f th
e p
avem
ent. S
measured f
rom
the b
otto
m o
f
mounte
d b
elo
w a
noth
er s
ign m
4) T
he h
eig
ht f
rom
of th
e s
eco
facilitie
s.
no
t pro
ject m
ore th
an
4" in
to p
3) S
ign
s m
ou
nte
d lo
wer th
an
bic
ycle
traffic
.
or a
reas d
esig
nate
d f
or p
edest
supports
should
be lo
cate
d o
n
2) N
eith
er p
orta
ble
no
r p
erm
a
of s
ign
to th
e n
ear e
dge o
f th
e
heig
ht o
f 7
' measured f
rom
th
1) S
igns s
hall b
e m
ounte
d a
t a
*
by
the e
ng
ineer.
Mile
ag
e to
be d
ete
rm
ined
EX
PW
Y/F
RE
EW
AY
ST
D. S
IZE
8" D
48
"x
48
"
EX
PW
Y/F
RE
EW
AY
ST
D. S
IZE
8" D
48
"x
48
"
EX
PW
Y/F
RE
EW
AY
ST
D. S
IZE
30
"x
24
"
W8-15
W8
-1
5p
W8
-7
Drawn By :
File :
lilly Plotted :
te710.dgn
24-SEP-2018 09:57
UN
EV
E
LA
NES N
EN
D
RO
AD
WO
RK
NE
XT
XMIL
ES
WO
RK
ZO
NE
PIL
OT
CA
R
IA
WT
RO
FUS-75
CL
OSE
D
FOLL
OW
DET
OUR
NB
MU
ST
HA
VE
UP
PE
R A
ND
LO
WE
R C
AS
E L
ET
TE
RS
.
AL
L C
ITY
NA
ME
S A
ND
ST
RE
ET
NA
ME
S O
N S
PE
CIA
L S
IGN
S A
ND
DE
ST
INA
TIO
N S
IGN
S
SH
OULDER
DR
OP-OFF
US-75
CL
OSE
D
FOLL
OW
DET
OUR
GRO
OVED
PAVE
MENT
GR
AV
EL
LO
OSE
Sig
n p
ost
Ground lin
e
AA
Sig
n p
ost
6"
BB
Ground lin
e
Sig
n p
ost
3"
3 1
/2"
AA
Ground lin
e
Stu
b p
ost
Sid
e e
levatio
n
4" x
4" W
ood p
ost in
soil
44" M
in.
44" M
in.
Sectio
n B
-B
Sig
n p
ost
sle
eve
Po
st a
nch
or
at g
ro
un
d le
vel
Insta
ll corner b
olt
Ground lin
e
gro
un
d lin
e
end
s a
nd
at
bolt a
t both
In
sta
ll co
rn
er
Pla
ce b
olts
in th
e s
am
e c
orner a
long e
ach s
ign p
ost.
Deta
ils f
or 2
", 2
1/4
", o
r 2
1/2
" s
ign p
osts
sle
eve
post a
nchor
gap
8" M
in.
Post a
nchor
or c
om
pacte
d f
ill
Undis
turbed e
arth
or c
om
pacte
d f
ill
Undis
turbed e
arth
Post a
nchor
1 1
/2" M
ax
.
Post a
nchor
Post a
nchor
corner b
olt
5/1
6" S
td.
jam
nu
t
5/1
6" H
ex
Sectio
n A
-A
corner b
olt
5/1
6" S
td.
jam
nu
t
5/1
6" H
ex
Tele
scopin
g P
.S.S
.T. d
eta
ilP
.S.S
.T. d
eta
il
6" M
in.
1 1
/2" M
ax
.
length
splic
e
18
" M
in.
or c
om
pacte
d
Undis
turbed
traffic
Dir
ectio
n o
fat 6
" c
ente
rs
3/8
" d
ia. h
ol
42" M
in.
wood p
ost
treate
d
4" x
4" S
4S
or c
om
pacte
d f
ill
Undis
turbed e
arth
setu
p
Wood p
ost
setu
p
3 lb
/f U
-C
hannel
en
ds o
f th
e s
plic
e
In
sta
ll bo
lts a
t both
line (
impact s
ide)
of s
plic
e to
gro
un
d
24
" M
in. fro
m b
otto
m
Perforate
d s
quare s
teel tu
be (
P.S
.S.T
.) p
ost s
etu
p
See T
E710 f
or a
dditio
nal
deta
ils a
nd
req
uir
em
en
ts
Drawn By :
File :
lilly Plotted :
te712.dgn
24-SEP-2018 09:57
AB
/2B
/2
100'
B/2
B/2
B/2
B/2
AC
B
48"x 48"
W 20-7
48"x 48"
W20-7
A
48"x 48"
W 20-7
48"x 24"
KG20-2
36"x 48"x 48"
W14-3
24"x 30"
R2-1
48"x 24"
KG20-2
24"x 30"
R2-1
48"x 48"
W3-4
48"x 48"
W3-5
48"x 48"
W20-4
48"x 48"
W20-1
24"x 30"
R4-1
24"x 30"
R2-1
24"x 6"
KM4-20
24"x 6"
KM 4-20
24"x 30"
R2-1
Sp
ace
Bu
ffer
Sp
eed
to b
e D
ete
rmin
ed
by
the E
ng
ineer
Tem
po
rary
Po
rtab
le R
um
ble
Strip
s
300'
to
200'
(Min
.)
500'
(Min
.)
500'
Drawn By :
File :
lilly Plotted :
te730.dgn
24-SEP-2018 09:57
FL
AG
GE
R
FL
AG
GE
R A
ND
PIL
OT
CA
R
B/2
B/2
B/2
B/2
BA
BA
48"x 48"
W 20-7
48"x 48"
W20-7
A
48"x 48"
W20-7
48"x 48"
W 3-4
48"x 24"
KG20-2
36"x 48"x 48"
W14-3
W 14-3
48"x 24"
KG20-2
48"x 48"
W20-4
48"x 48"
W20-1
24"x 30"
R4-1
24"x 30"
R4-1
Sp
ace
Bu
ffer
C
C
300'
to
200'
(Min
.)
500'
(Min
.)
500'
48"x 48"
W3-4
Ahead, 1
500 ft, o
r 1 M
ile
Railro
ad w
ith G
ate
Arm
s
Cen
terlin
e B
etw
een
R4
-1 &
Fla
gg
er
Lead
in C
han
neliz
ing
Dev
ices o
n
Cen
terlin
e B
etw
een
R4
-1 &
Fla
gg
er
Lead
in C
han
neliz
ing
Dev
ices o
n
Railro
ad w
ith G
ate
Arm
s
(as Required)
Flagger
(as Required)
Flagger
Ch
an
neliz
ing
Dev
ice
Type "
A" L
ow
Inte
nsity
Warn
ing L
ight
Flagger
Flagger
Work
Space
Flagger
Flagger
Work
Space
Mile
21
Ahead, 1
000 ft, 1
500 ft, o
r
SPEED
LIMIT
SPEED
LIMIT
SPEED
LIMIT
SPEED
LIMIT
ROAD
WORK
ONE LANE
ROAD
SPEED
LIMIT
DO
NOT
PASS
PREPARED
TOSTOP
BE
WORKZONE
END
ROADWORK
PREPARED
BE
WORK ZONE
END
ROAD WORK
NO
PASSING
ZONE
ROAD
WORK
ONE LANE
ROAD
DO
NOT
PASS
END
ROADWORK
NO
PASSING
ZONE
DO
NOT
PASS
PREPARED
TO STOP
BE
END
ROAD WORK
NO
PASSING
ZONE
PREPARED
TOSTOP
BE
Work Z
one S
ign (
Specia
l)
Work Z
one S
igns
Lig
hte
d D
evic
es
0-9.2
5
Sig
n N
o.
16.2
5 S
q.F
t. & L
ess
16.2
6 S
q.F
t. & O
ver
Sig
n N
o.
9.2
6-1
6.2
51
6
Siz
e -
Sq
.Ft.
Arro
w D
ispla
y
Porta
ble
Ch
an
geab
le M
essag
e S
ign
Ch
an
neliz
ing
D
Fix
ed
Po
rta
ble
Barric
ad
es
Pro
ject A
t An
y O
ne T
ime
Quantity
Most U
sed O
n T
he
(T
ype "
A" L
ow
Inte
nsity
)
Work Z
one W
arnin
g L
ight
(R
ed
Ty
pe "
B" H
igh
In
ten
sity
)
Work Z
one W
arnin
g L
ight
(4' T
o 1
2')
Type 3
(E
ach P
er D
ay)
Tra
ffic C
ontro
l Devic
Sum
mary O
f
(E
ach)
Tra
ffic C
ontro
l Devic
es
Sum
mary O
f
Pedestr
ian
Drawn By :
File :
lilly Plotted :
te795.dgn
16-OCT-2018 09:00
52
KG
20-8
R4
-1
W3
-4
W14-3
W20-1
W20-4
W20-7
22
2
2
222
