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FOUNDATION DEPTH TABLE
ALLOWABLE LATERAL XYZ (CUBIC FEET)
BEARING PRESSURE FOUNDATION TYPE 11,111 AND SD MAST ARM STANDARDS
(psf) TYPE
600 900 1,200 1,500 1,900 2,300
3' ROUND 10' 10' 11' 11' 13' 15'
1,000 3' SQUARE 8' 8' 9' 9' 10' 11'
4' ROUND 8' 8' 9' 9' 10' 11'
3' ROUND 8' 8' 9' 11' 13' 15'
1,500 3' SQUARE 7' 7' 7' 8' 8' 9'
4' ROUND 7' 7' 7' 8' 8' 9'
3' ROUND 6' 6' 7' 11' 13' 15'
2,500 3' SQUARE 6' 6' 6' 6' 7' 7'
4' ROUND 6' 6' 6' 6' 7' 7'
p�E pRI ENT DTI ON 4
Q N
F
� E2
�o
*90'
0 - C
180°
v
J
z 90° 270°
Q
� o
Z El
O
THIS TABLE BASED ON AO/ VALUE OF 26°. FOR DOUBLE MAST ARM STANDARDS �" 0*
WITH 90° BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION �2 0
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
EXAMPLE
INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES
WERE PROVIDED BY THE CITY OF RENTON AND/OR ITS CONSTRUCTION CONTRACTOR.
BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION
F
NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED
WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT
* IF E1 OR E2 SIGNAL ARM IS CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSED.
NOT NINETY DEGREES TO THE
ANCHOR BOLT PLATE THEN
SPECIAL DESIGN POLE
ATTACHMENT
POINT
ALL HANDHOLES
AT 180° FROM E1
DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE v> ANCHOR BOLT PLATE G LOCATION STATION
ARM STANDARDS IF THE ANGLE IS NOT 90°. `L,y
3 4" CHAMFER s��/'V POLE ORIENTATION ANGLE P.O.A.)
PLASTIC DRAIN TUBE ( DEGREES CLOCKWISE FROM OFFSET
POLE ORIENTATION LINE TO POLE ORIENTATION LINE
LINE (SETS ANCHOR BOLT ORIENTATION)
UNPAVED
SURFACE
CLASS 30,
CONCRETE
8 NO. 8 B/
EQUALLY SF
GROUT PAD THICKNESS
U -
NUT HT. +1" MAX
N
FOUNDATION DETAIL
PAVED POLE ORIENTATION AND
SURFACE ATTACHMENT POINT DETAIL
Z
n
LLB
0
z
0
0
0
TYPE PPB
PIED. POST
TYPE PS
PIED. HEAD
STANDARD
TYP E I
VEHICLE HEAD
STANDARD
SIGNAL STANDARD NO.
SRXXX, MP XXX.XX STATE ROUTE AND
MANUFACTURER MILE POST NO.
APPROVED DWG. XXXXXX APPROVED DRAWING NO.
FAB. X/XX/XXXX FABRICATION DATE
1
2/lD 2 2 1
B1 B5 P
B2 B3 B4 D
B B6 B9
B II B7
A B
A
A
A
SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE
p�E pRI ENT DTI ON 4
Q N
F
� E2
�o
*90'
0 - C
180°
v
J
z 90° 270°
Q
� o
Z El
O
THIS TABLE BASED ON AO/ VALUE OF 26°. FOR DOUBLE MAST ARM STANDARDS �" 0*
WITH 90° BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION �2 0
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
EXAMPLE
INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES
WERE PROVIDED BY THE CITY OF RENTON AND/OR ITS CONSTRUCTION CONTRACTOR.
BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION
F
NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED
WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT
* IF E1 OR E2 SIGNAL ARM IS CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSED.
NOT NINETY DEGREES TO THE
ANCHOR BOLT PLATE THEN
SPECIAL DESIGN POLE
ATTACHMENT
POINT
ALL HANDHOLES
AT 180° FROM E1
DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE v> ANCHOR BOLT PLATE G LOCATION STATION
ARM STANDARDS IF THE ANGLE IS NOT 90°. `L,y
3 4" CHAMFER s��/'V POLE ORIENTATION ANGLE P.O.A.)
PLASTIC DRAIN TUBE ( DEGREES CLOCKWISE FROM OFFSET
POLE ORIENTATION LINE TO POLE ORIENTATION LINE
LINE (SETS ANCHOR BOLT ORIENTATION)
UNPAVED
SURFACE
CLASS 30,
CONCRETE
8 NO. 8 B/
EQUALLY SF
GROUT PAD THICKNESS
U -
NUT HT. +1" MAX
N
FOUNDATION DETAIL
PAVED POLE ORIENTATION AND
SURFACE ATTACHMENT POINT DETAIL
Z
n
LLB
0
z
0
0
0
TYPE PPB
PIED. POST
TYPE PS
PIED. HEAD
STANDARD
TYP E I
VEHICLE HEAD
STANDARD
SIGNAL STANDARD NO.
SRXXX, MP XXX.XX STATE ROUTE AND
MANUFACTURER MILE POST NO.
APPROVED DWG. XXXXXX APPROVED DRAWING NO.
FAB. X/XX/XXXX FABRICATION DATE
1
2/lD 2 2 1
B1 B5 P
B2 B3 B4 D
B B6 B9
B II B7
A B
A
A
A
SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE
40'
45'
50'
53' -150'
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
3 SECTION 12"
16.5
17.5'
16.5
19.2'
16.5
20.9'
16.5
22.0'
4 SECTION 12"
16.5
17.0'
16.5
18.0'
16.5
19.7'
16.5
20.8'
5 SECTION 12"
16.5
17.0'
16.5
17.5'
16.5
1 18.5'
16.5
19.6'
NOTES
01 MOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
02 FIELD INSTALLED.
TYPE 11
MAST ARM
SIGNAL STANDARD
ALTERNATE NOTE 1
FOR TYPE N MOUNT ONLY
DRILL 1" HOLE IN MAST ARM AND
INSTALL PLASTIC SPLIT BUSHING
FOR CABLE ENTRANCE.
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
ROADWAY
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
TYPE IV
STRAIN POLE
STANDARD
Z
2
B10
B
h H
2
D I D
B 11
B -�►
(2) E E N
-1 Q
TYPE V
COMBINATION LIGHTING
AND STRAIN
POLE STANDARD
I
F A F
OR
B
GG GG
0 1
N
0
0
I
''-0'
MIN.
CURB OR EDGE OF SHOULDER
TYPE SD
SPECIAL DESIGN STANDARD
SIGNAL STANDARD DETAIL CHART
STD.
No.
0
N
No.
MIRE
POST
FIELD LOCATION
TYPE
MOUNTING
HEIGHT(FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM(FT)
POLE ATTACHMENT POINT ANGLES (deg)
FOUNDATION
DEPTHS(FT)
REMARKS
OFFSET DISTANCES (FT) (Z) (POLE TO ATTACHMENT POINT)
WINDLOAD AREAS (FT)2 X Y
(X)(Y)(Z)
STATION
OFFSET
LT.
RT.
P.O.A.
Al
A2
B1
B2
B3
B5
B6
B9
B11
B1
B2
B3
B6
B9
Bll
TOTAL FT 3
C
C
D
E1
E2
G1
G2
H
11
12
3' RD.
3' SQ.
2' RD.
1
900
176+71.42
55.60
15
111
19
35
54.50
50.25
46.00
40.00
34.25
21.50
10.00
9.20
7.50
9.20
9.20
9.20
9.00
2005
16.0
0
0
110
200
150
11
2
900
175+41.89
66.90
X
11 o
111
1 19
35
54.50
50.00
45.50
40.00
34.25
19.00
10.00
9.20
7.50
9.20
9.20
9.20
9.00
1875
16.0
0
0
70
260
1 160
0
270
11
3
900
175+84.36
41.30
15
111
19
35
44.50
29.25
23.50
17.50
10.00
9.20
9.20
9.20
9.00
930
16.0
0
0
90
15
SEE FOUNDATION
DETAIL ON TS1 A
4
900
177+08.82
60.70
110
111
19
35
*39.50
*31.00
25.25
*19.75
10.00
9.20
9.20
9.20
9.00
916
16.0
0
0
90
250
0
8
RELOCATED EXIST.
STANDARD A
5
900
176+92.54
49.00
PPB
0
1.5
RELOCATED EXIST.
PLAN
PLAN
STANDARD B
6
900
176+51.10
73.80
PPB
270
1.5
RELOCATED EXIST.
STANDARD C
7
900
176+05.22
54.30
x
PS
210
280
3
0
1 270
8
900
177+20.09
53.70
PPB
1.5
*EXISTING SIGNAL HEAD LOCATION ON RELOCATED MAST A
• 1 '? •`1-QQ FED. AID NO. STPH-0900(21)
��"`�'���ww� CALL 48 HOURS 33301 9TH AVENUE SOUTH
URAL V,� FEDERAL WAY, WASHINGTON
s oNAt �BEFORE YOU D I G BERGERIABAM 98003-2600
E N G I N E E R S I N c. VOICE: (206)431-2300
EXPIRES 6/4/2011 1-800--424-5555 FAX: (206)431-2250
✓u/ 06 2009 of 11. 42AM by AngeLmonfa/uo File Nome Q I Fede�ol4loy120041 FAP91T-04-0311 C4G'D I dwgs I 07onnelizo6on 1 TS-OZ dwg Scole 1
LEGEND
A. VEHICLE DISPLAY
B. SIGN
C. LUMINAIRE ARM
D. PRE-EMPT DETECTOR
E. SIGNAL MAST ARM
F. LUMINAIRE
G. PEDESTRIAN DISPLAY
H. CABINET
I. PPB-M
J. HANDHOLE
T=322407
SURVEYED: SCALE: VERDATE:
DESIGNED: AS SHOWN HORVOONTAALc ND 1983/1991 CITY OF NE SUNSET BOULEVARD (SR 900)/ 6/03/09
DUVALL AVE NE INTERSECTION IMPROVEMENTS PAGE:
F ENTON
ONE INCH DATUM DRAWING NO:
CHECKED:
AT FULL SCALE Planning/Building/Public Works Dept. TRAFFIC SIGNAL STANDARD PLAN TS2
IF NOT ONE INCH
NO. R EVI S I 0 N BY DATE AP P R APPRmm: SHEET: OF:
SCALE ACCORDINGLY
23 30