HomeMy WebLinkAboutR-4390080
0)
I
I
W
FOUNDATION DEPTH TABLE
ALLOWABLE LATERAL
XYZ (CUBIC FEET)
BEARING PRESSURE
FOUNDATION
TYPE 11,111 AND SD MAST ARM STANDARDS
(PS0
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'
W
9'
10'
11'
4' ROUND
8'
8'
11
10'
11'
3' ROUND
8'
8'
9'
11'
13'
15'
1,500
3' SQUARE
7'
7'
7'
8'
8'
W
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'
THIS TABLE BASED ON A 0 VALUE OF 26. FOR DOUBLE MAST ARM STANDARDS
WITH 90' 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 90'.
3/4" CHAMFER
N
I
UNPAVED
SURFACE
CLASS 3000
CONCRETE
8 NO. 8 BARS
EQUALLY SPACED
3/8 " DIA. PLASTIC DRAIN TUBE
GROUT PAD THICKNESS=
NUT HT. +1" MAX
v .w, ,sue PAVED
`� 1 X_____ __ SURFACE
OF, IENTA-71p� L' SIGNAL STANDARD IDENTIFICATION TAG DETAIL
E2 NF EXAMPLE
STD. NO. XX - SIGNAL STANDARD NO. STD. NO, 02
0 ATTACHMENT SRXXX, MP XXX.XX STATE ROUTE AND SR97, MP 069.09
MANUFACTURER MILE POST NO. .MANUFACTURER
180` POINT APPROVED DWG. XXXXXX APPROVED DRAWING NO. APPROVED DWG. AB12345
U� ALL HANDHOLES FAB. X/XX/XXXX FABRICATION DATE FAB. 6/14/2002
*90r I AT 180' FROM Et NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS
a 90• - 270• FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND
LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION
POINT. TEXT SHALL BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED.
Z
E1 s * IF E7 OR E2 SIGNAL ARM IS
d FA NOT NINETY DEGREES TO THE
p' ANCHOR BOLT PLATE THEN
SPECIAL DESIGN POLE
�y ANCHOR BOLT PLATE 0
�J LOCATION STATION
\�6 PR
'?141 POLEEWORIENTATION ANGLE (P.O.A.)
POLE ORIENTATION DEGREES CLOCKWISE FROM OFFSET
LINE TO POLE ORIENTATION LINE
LINE I (SETS ANCHOR BOLT ORIENTATION)
POLE ORIENTATION AND
ATTACHMENT POINT DETAIL (�
F_ WHERE NOTED, USE fcT
0- DETAIL 2.07Ev p ATTACHED TO SPECIALz PROVISIONS FORSURFACE TREATMENT 9 9 OF FOUNDATION z 2 02 1/2 CL i 1 i i I
#4 HOOPS, RD. OR SQ. 2
AT 1'-0" APPROX. CTRS.
3' SQ. OR RD., OR 4' RD.
TYPE PPB TYPE PS TYPE I
PPB POST PED. HEAD VEHICLE HEAD
FOUNDATION DETAIL STANDARD STANDARD
B3 B4 d5� B6 B7
d
b
a
a
SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE
40'
1 45'
1 50'
1 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
18.5'
16.5
19.6,
f
12
139
B10 811 �
b a
h H
I U U 1I
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
ROADWAY
TYPE II TYPE III TYPE IV TYPE V
MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN
SIGNAL STANDARD POLE STANDARD
0
a F
or
b
N
Q
CURB OR EDGE OF SHOULDER
TYPE SD
SPECIAL DESIGN STANDARD
SIGNAL STANDARD DETAIL CHART
STD
No.
FIELD LOCATION
TYPE
MOUNTING
HEIGHT(FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM(FT)
POLE ATTACHMENT POINT ANGLES (de)
9
FOUNDATION
DEPTHS (FT)
REMARKS
OFFSET DISTANCES (FT) (Z) (POLE f{, TO ATTACHMENT POINT)
WINDLOAD AREAS (FT)2 (X)(Y)
(X)(Y)(2)
STATION
OFFSET
LT. RT.
P.O.A.
Al
A2
B1
B2
B3
84
85
B6
69
B11
B7
B2
83
B6
89
B11
TOTAL FT 3
C
D
E1
E2
F
G1
G2
H
11
12
3' RD.
3S0.
4' RD.
1
SR 515, 310+56
48'
X
0
II
18
46
43
36.5
31
25
10
8.7
7.5
8.7
8.7
12
1378
0
80
185
135
11*
46' MAST ARM
2
SR 515, 310+61
45'
X
0
PPB
0
270
USE J-7o
EX.3
SR 515, 311+32
45.5'
X
PS
TOP
TOP
0
EX.90
4
SR 515, 311+51
37'
X
90
II
17.5
49
41
45
22
8.7
8.7
15
1113
0
135
10*
49' MAST ARM
5
SR 515, 311+42.5
52.75'
X
0
Ill
17.5
40
51
41.5
36
30
10
8.7
8.7
8.7
12
1186
16
0
0
80
180
135
0
270
11*
51' MAST ARM
6
SR 515, 310+65.5
49.5'
X
90
III
18
40
32
24
28
10
8.7
8.7
15
638
16
0
0
135
90
180
135
0
270
10*
32' MAST ARM
NOTES ALTERNATE NOTE 1
1 MOUNTING COUPLING INSTALLED FOR TYPE N MOUNT ONLYDRILL 1" HOLE IN MAST ARM AND 2 FIELD INSTALLED.
AT OFFSET DISTANCE INDICATED INSTALL PLASTIC SPLIT BUSHING
IN CHART. FOR CABLE ENTRANCE.
AdW
DRAWN RMH Washington State ^
DESIGNED RMH Department of Transportation
CHECKED 3/26/05 RMH
PROJ. ENGR.
DRAWING FILE TS.DWG King County Fire District No. 40
LEGEND
a.
Vehicle Display
b.
Sign
C.
Street Name Sign
d.
Pre-Empt Detector
e.
Deleted (10/22/90)
f.
Luminaire
g.
Pedestrian Display
h.
Cabinet
i.
PPB-M
j.
Handhole
* FOUNDATION SHALL BE 3 FT. ROUND
KING COUNTY SR 51 J WASHINGTON
HJCT. S.E. 180TN ST., M.P. 4.88 TSS
I E 1-IERMAN TRAFFIC ENGINEERING INTERSECTION IMPROVEMENTS SHEET
15324 Southeast 133rd Court, Renton, Washington 98059 OXF
425-277-1740te1. 425-277-5718fax hte@comcast.net SIGNAL STANDARD DETAIL CHART X