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HAND HOLE--,, POLE GROUND TERMINAL
a #8 BARE COPPER GROUND WIRE 1
JUNCTION BOX
E- WIRE CAGE O C K W I S£
CONCR,� i E PAD 15° G 1 A C H
ME N T T O
R O M SIGNAL STANDARD IDENTIFICATION TAG DETAIL
TYPICAL E1 � �. F
SIGNAL ARM `r P 90• Signal Standard No. EXAMPLE; Signal Standard No.2
III I I I I ( / / / / 30" v
\ \ \ \ ATTACHMENT ALL HANDHOLES State Route No. SR90, MP 189.91
II I I jl % \ / /�\ // //� POINT Q Q AT 180' F-4 -1 2' =—I
6- #7 BARS '/ II II j// ' 15" ~
� ,\ xxxxx 02090 t �
4H
II I i 0' 180' 1 -3/4.,
/ II \/ XXX.XX 1 89.91
#4 HOOPS AT 12" CENTER �� �-H- \ �� SEE REMARKS 3' SQ. OR RD.
IN CHART BELOW PGLE ORIENTATION Fy�
ANOLE (P.0 -A.) Sate Route Numbers Shall Be A Minimum
CONDUIT SECTION A -A DEGREES CLOCKWISE Mile Post No. Of 3/8" High.
4 -GALV. STEEL ANCHOR BOLTS / LL, �J I / \� ED FROM OFFSET LINE 270'
REQUIRED SIZE TO FIT POLE REQUIREMENT \// I� — —+ j\ TO 0' POINT
q0 O BASE PLATE O 61 B3
O
_j �qY� LOCA7.ON STATION E35j B6 �1) B8
\ J —
a b 2 " x 8' COPPER CLAD a b 2 B7 f12
ET8AUC GROUND ROD POLE ORIENTATION AND ATTACHMENT POINT DETAIL a b
3' SQ. OR RD. PLAN VIEW
a 2
LEGEND NOTES
VERTICAL CLEARANCE
a. Vehicle Signal Head MOUNTING COUPLING INSTALLED AT OF "SET r 9 G 9 � G MINIMUM: 1$' -6"
b. Sign DISTANCE INDICATED IN CHART.
c. Street Name Sign =o -
d. Pre -Empt Detector O2 FIELD INSTALLED. _ 2 _ 2
e Pre -Empt Indicator ° 0
FOUNDATION DEPTH TABLE
Allowable Lateral
Foundation
XYZ (cubic feet)
Bearin Pressure
Type
- Type IL IQ- and SID must- arm standards. -
?psf)
LUMINARE
ARM (
600
900
1,200
1,500
1,900
2,300
3' Round
10'
10'
11'
11'
1
13'
15'
1,000
3' Srniar, -
8'
8'
9'
9'
10'
11'
B10
4' Round
8'
8'
9'
9'
10'
11'
B9
3' Round
8'
8'
9'
11'
13'
15'
1,500
3:
7'
7'
7'
8'
8'
9'
4- RD.
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' 1
6'
6' 1
7'
7'
C
ID
0
a
E I JE
F � F
/ or
1[7
b
H hH
® 1 -
I I I I 9 9 G
O
I This table is based on a phi value of 26 degrees. For double most arm 2 2 H H C14 f. Luminaire j j j 1 j j standards, use the larger XYZ value for foundation depth selection.
g. Pedestrian Signal Head 00 I I °a I I I I I T I
h. Cabinet 2 LIMITS OF VERTICAL CLEARANCE REQUIREMENT I r-o-
i. Pedestrian Push Button Assembly, J -5a A, _,._ ROADWAY ""
j. Handhole PIPE PP8 TYPE PS TYPE I
PPB POST PIED. HEAD VEHICLE HEAD TYPE II TYPE III TYPE 1� TYPE 3Z =CURB EDGE OF SHOULDER
STANDARD STANDARD MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN POLE
SIGNAL STANDARD STANDARD
IM
T 0 41i`
CV
Q
SIGNAL STANDARD DETAIL CHART FOR GRADY WAY AND WILLIAMS AVENUE INTERSECTION
STD.
Na.
OSTATION
ROADWAY REFERENCE
FIELD LOCATION
STRAIN
POLE
TYPE
MOUNTING
HEIGHT(FT)
SIGNAL MAST ARM DATA
LUMINARE
ARM (
POLE ATTACHMENT POINT ANGLES (deg)
FOUNDATIONS DEPTHS
(FT)
REMARKS
OFFSET DOSTANCES FT Z POLE rt TO ATTACHMENT POINT
WINDLOAD AREAS FT
OFFSET(FT)
LT. RT.
P.O.A.
CLASS
Al
A2
B1
82
63
B4
B5
B6
67
B8
89
B10
B11
B1
132
B3
B4
B6
87
B9
B10
Bit
TOTPL (rTy
C
D
ET
E2
F
G1
G2
H
ii
14
3' KU.
a Sq.
4- RD.
1
S. GRADY WAY (SR 515)
50 +17
42
X
5
H
19
39
31
26
20
17
6
9.2
9.2
9.2
9
6
1017
0
270
180
135
270
9
7
7
2
S. GRADY WAY (SR 515)
50 +88
35
X
90
III
19
35
39
35
31
28
23
20*
6
9.2
7.5
9.2
7.5
6
1337 **
16
270
0
90
180
135
0
270
11
8
8
TYPE 2 LUMINAIRE ARM
3
S. GRADY WAY (SR 515)
50 +67
46
X
0
H
19
44*
35
30
27
24
14
9.2
9.2
7.5
9.2
6
1257 **
0
90
180
135
0
270
11
8
8
4
S. GRADY WAY (SR 515)
49 +74
45
X
90
Iii
19
40
49
40
17
32
6
9.2
9.2
9.2
6
1149
16
270
0
180
90
135
0
11
8
8
TYPE 2 LUMINAIRE ARM
*SPARE TENON
* *BASED ON WORST CASE WINDLOAD CONDITION
o!
T
SEE SHEET TS -1 FOR TRAFFIC SIGNAL PLAN VIEW
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3
N 1144 Eastlake Ave. E. T (206) 522 -9510 F
Suite 601 F (206) 522 -8344
LL Seattle, WA 98109 www.PAcLAND.COM C
Td m- V -6,16
RIE.C.0019D DRAWING
SURVEVEO: sca.E: wre:
BARGHAUSEN C.E. HDNrzoN'rw NnVO,saise, , SAM'S CLUB #4835 -00 _ 3/11/03
DESIGNEDWHL N.T.S. �0 ,� CITY 0 F "E D00-.
DanwN:
,� /` R E N TO N 901 SOUTH GRADY WAY o�E
CHECKEDmJP /mPJi„Rm °Ne lN°N DATUM III RENTON, WA 98055
WHL ^T FULL Planning /Building /Public Works Dept. TS -4
IF NO'. ONE INCH
N0. REVISION BY DATE APPR PPRO RED 5 ^°°°ND r SIGNAL STANDARD DETAIL CHART OF
` _ c20 /�
SCANNED OCT 8 8 T <' 1 {
s
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FIX
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