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FOUNDATION DEPTH TABLE
ALLOWABLE LATERAL
45'
XYZ (CUBIC FEET)
BEARING PRESSURE
FOUNDATION
TYPE II.III AND SO MAST ARM STANDARDS
(psf)
TYPE
600
900
11,200
1.500
1,p900
2 300
17.5'
3' ROUND
10'
10'
11'
11'
13'
15'
10000
3' SOUARE
8'
8`
9'
9'
10'
11'
4 SECTION 12"
4' ROUND
8
8'
9'
9'
10'
11'
20.8'
3' ROUND
8'
8'
9'
11'
13'
15'
19500
3' SQUARE
7'
7'
7'
8'
8'
9#
18.5'
4' ROUND
7'
7'
7'
8'
8'
9°
3' ROUND
6'
6'
7'
11'
13'
15'
29500
3' SQUARE
6'
6'
6'
6`
7'
7'
4' ROUND 1
6' 1
6` 1
6'
6'
1 7' 1
7'
THIS TABLE BASED ON A 0 VALUE OF 2600 FOR DOUBLE MAST ARM STANDARDS
WITH 900 BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION
DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE
ARM STANDARDS IF THE ANGLE IS NOT 900.
3/4" CHAMFER
UNPAVED
SURFACE
CLASS 3000
CONCRETE
s / • BARS
CV
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J
U
s
N
D I A o PLASTIC DRAIN TUBE
GROUT PAD THICKNESS=
NUT HT, +1 "" MAX ,
�•— 2�/2'" CL
#4 HOOPS9 RD* OR SO.
AT 1' -0" APPROXo CTRS.
3" SO* OR RDo9 OR 4' RD*
PAVED
TYPICAL E
S I GNAL ARM
ATTACHMENT POINT
SURFACE
..r J
U
N
•
POLE ORIENTATION
ANGLE ( P.O.A. )
DEGREES CLOCKWISE
FROM OFFSET LINE
TO OOPOINT
�S
Cj
O
L11- pq0*q
Y�
,�OCKWISE
rn
LOCATION STATION
SIGNAL STANDARD IDENTIFICATION TAG ,
POLE ORIENTATION AND
ATTACHMENT POINT DETAIL
a
be
co
do
eo
f
90
ho
to
jo
LEGEND
Vehicle Display
Sign
Street Name Sign
Pre -Empt Detector
Deleted (10/22/90)
Luminoire (Shoebox)
Pedestrian Display
Cabinet
PPB -M
Hondhole
STD. N0. XX
SRXXXv MP XXX.XX --
MANUFACTURER
APPROVED DWG* XXXXXXX
FAB* X /XX /XXXX
SIGNAL STANDARD NO.
STATE ROUTE AND
MILE POST N0.
APPROVED DRAWING N0.
FABRICATION DATE
33MM
1 ! 1
MANUFACTURER
APPROVED DWGo AB12345
FA-
NOTE:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125 " RIVETS AS FOLLOWS:
POLE SHAFT - LOCATED WITHIN 6 ABOVE HANDHOL E ;
SIGNAL MAST ARM - LOCATED WITHIN 6 "" OF THE POLE SHAFT CONNECTION POINT.
TEXT SHALL BE A MINIMUM OF 3/16" HIGH STAMPED OR EMBOSSED.
B
I �
TYPE PPB
PPB POST
i
i i _ ' •• i 2
1
i
1
1
SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE
1
1
1
1
1
i
1
1
1
i
1
1
1
1
I I 1
1 �
1 �
1 '
1
i
1
i 1
1
LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 ,
1
1 '
1
ROADWAY
TYPE II
MAST ARM
SIGNAL STANDARD
SIGNAL STANDARD DETAIL CHART
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
'**�CURB OR EDGE OF. , , 1
I MR
f'
40'
45'
50'
53' ° 150'
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
3 SECTION 12"
16.5
17.5'
16.5
1902'
16.5
20.9'
16.5
22.0'
AA ISSUED AT RISK
4 SECTION 12"
16.5
17.0'
16.5
18.0'
16.5
1917`
16.5
20.8'
5 SECTION 12"
16.5
17.0'
16.5
17.5'
16.5
18.5'
16.5
19.6'
0
E181 19+256o6
I I 1
1 �
1 �
1 '
1
i
1
i 1
1
LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 ,
1
1 '
1
ROADWAY
TYPE II
MAST ARM
SIGNAL STANDARD
SIGNAL STANDARD DETAIL CHART
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
'**�CURB OR EDGE OF. , , 1
I MR
f'
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1
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2:42:16 PM
DATE
8/19/2010
1
PLOTTED BY
dlo
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R. JAHNS
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ENTERED BY
L. CHAN
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I I 1
1 �
1 �
1 '
1
i
1
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1
LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 ,
1
1 '
1
ROADWAY
TYPE II
MAST ARM
SIGNAL STANDARD
SIGNAL STANDARD DETAIL CHART
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
'**�CURB OR EDGE OF. , , 1
I MR
f'
C: 1WorkiProjectW iselBTJV00021dmsO22691BTJV0002,
TIME
2:42:16 PM
DATE
8/19/2010
PLOTTED BY
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DESIGNED BY
R. JAHNS
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ENTERED BY
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NDC 28 - IFC
CHECKED BY
M. MADDEN
NDC 26
PROJ. ENGR.
L. HODGSON
AA ISSUED AT RISK
0
E181 19+256o6
SEE BELOW
E181 18+30*4
SEE BELOW
E181 18+17o8
SEE BELOW
=loam
1O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART,
O2 FIELD INSTALLED°
O3 MAST ARM LENGTH MEASURED FROM THE CENTER LINE OF SIGNAL POCEo
FILE NAME
C: 1WorkiProjectW iselBTJV00021dmsO22691BTJV0002,
TIME
2:42:16 PM
DATE
8/19/2010
PLOTTED BY
dlo
DESIGNED BY
R. JAHNS
AS BUILT
ENTERED BY
L. CHAN
NDC 28 - IFC
CHECKED BY
M. MADDEN
NDC 26
PROJ. ENGR.
L. HODGSON
AA ISSUED AT RISK
REGIONAL ADM. D. DYE
S_SG 405- AB.dgn
REGION STATE FED,AID PROJ.NO.
NO.
10 WAS
716110 MST JOB NUMBER
5/16/08 RJ
03119108 RJ CONTRACT NO. LOCATION NO.
02129108 RJ C -7295
REVISION DATE BY
OV WEB,1 J'
018 T 1
ssIONA1 11
DATE
P.E. STAMP BOX
W A
EXTRAPOLATED FOUNDATION DEPTHS FROM TABLE BAS
ON A LATERAL BEARING
T- 269028
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