HomeMy WebLinkAboutT-352103a
0
FOUNDATION DEPTH TABLE
40'
45'
XYZ (CUBIC FEET)
ALLOWABLE LATERAL
MOUNTING
HEIGHT(FT)
MIN,
BEARING PRESSURE
FOUNDATION
TYPE 11,111 AND SD MAST ARM STANDARDS
(PSO
TYPE
600
1 900
1,200
1 1,500
1 1,900
2,300
19.2'
3' ROUND
10'
10'
11'
11'
13'
15'
1,000
3' SQUARE
8'
8'
9'
9'
10'
11'
17,0'
4' ROUND
8'
8'
9'
9'
10'
11'
0
3' ROUND
8'
8'
9'
ll'
13'
15'
1,500
3' SQUARE
7'
7'
7'
8'
8'
9'
1916'
4' ROUND
7'
7'
7'
8'
8'
9'
180
3' ROUND
6'
6'
7'
11'
2,500
3' SQUARE
6'
6'
6'
6'
T
T
1
4' ROUND
6'
1 6'
6'
THIS TABLE BASED ON A / O/ALUE 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
1
I
UNPAVEC
SURFACE
CLASS 3000
CONCRETE
8 NO. 8 BARS
EQUALLY SPACED
E ORIENTATION
Poi E2 �F
�o
�
,9a'
C
O O
180°
U
W *90I-
C9
z 90° 270'
Q
r
z E1 Gy
O
0 0°
Y1-
"may O O
ANCHOR BOLT PLATE
tiv
b
b
���SN ROpS
ATTACHMENT
POINT
ALL HANDHOLES
AT 180° FROM E1
SPECIAL DESIGN POLE
TION STATION
3/8 " DIA. PLASTIC DRAIN TUBE �W POLE ORIENTATION ANGLE (P.O.A.)
POLE ORIENTATION DEGREES CLOCKWISE FROM OFFSET
LINE TO POLE ORIENTATION LINE
GROUT PAD THICKNESS= LINE (SETS ANCHOR BOLT ORIENTATION)
0 NUT HT. +1" MAX PAVED POLE ORIENTATION AND
InL SURFACE ATTACHMENT POINT DETAIL
- 2 1/2 CL
#4 HOOPS, RD. OR SQ.
AT 1' -0" APPROX. CTRS.
3' SQ. OR RD., OR 4' RD.
FOUNDATION DETAIL
T -351 103
H
Lit
U p
z
0 o
N
z
0
0
NInTCC
i
O
T
0
1
0
TYPE 1
LEGEND
a. Vehicle Display
b. Sign
c. Street Name Sign
d. Pre -Empt Detector
and Confirmation Light
e. Deleted (10/22/90)
f. Luminaire
g. Pedestrian Display
h. Cabinet
i. PPB -M
j. Handhole
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
EXAMPLE
STD. NO. XX SIGNAL STANDARD NO.
SRXXX, MP XXX.XX STATE ROUTE AND
MANUFACTURER MILE POST NO.
APPROVED DWG. XXXXXX APPROVED DRAWING N0,
FAB. X /XX /XXXX FABRICATION DATE
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 CONNECTION POINT, TEXT SHALL
BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED.
U MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART.
O FIELD INSTALLED.
B1
BZ
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB12345
FAB. 6/14/2002
B3 B4
b
D
POWDER BLACK FINISH
B6 /
137
b �---
a
SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE
TYPE II
MAST ARM
SIGNAL STANDARD
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
ROADWAY
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
TYPE IV
STRAIN POLE
STANDARD
B9 B10
0. ( a
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AND
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE
ACCURACY OF THIS INFORMATION
I]
/ Ir a r
or
b
H h H
G9 gG
0
H hH N
CID �+
z r1 r
TYPE V
COMBINATION LIGHTING
AND STRAIN
POLE STANDARD
cu
Q
3 OR EDGE OF SHOULDER
TYPE SD
SPECIAL DESIGN STANDARD
SIGNAL STANDARD DETAIL CHART
40'
45'
50'
1 53' -150'
MOUNTING
HEIGHT(FT)
MIN,
MAX.
MIN,
MAX.
MIN.
MAX,
MIN.
MAX.
3 SECTIDN 12'
16.5
17.5'
16.5
19.2'
16,5
20.9'
16.5
22.0'
B3
B4
B5
B6
B9
B11
B1
B2
B3
4 SECTION 12'
16.5
17,0'
16.5
1810'
165
193'
16.5
20.8'
X
0
LUM
NA
35
5 SECTION 12'
16.5
17.0'
16.5
17.5'
16.5
18.5'
16.5
1916'
3' -7 1/2"
0
180
270
TYPE II
MAST ARM
SIGNAL STANDARD
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
ROADWAY
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
TYPE IV
STRAIN POLE
STANDARD
B9 B10
0. ( a
RECORD DRAWING
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND /OR ITS
CONSTRUCTION CONTRACTOR. DAVID EVANS AND
ASSOCIATES INC. ASSUMES NO LIABILITY FOR THE
ACCURACY OF THIS INFORMATION
I]
/ Ir a r
or
b
H h H
G9 gG
0
H hH N
CID �+
z r1 r
TYPE V
COMBINATION LIGHTING
AND STRAIN
POLE STANDARD
cu
Q
3 OR EDGE OF SHOULDER
TYPE SD
SPECIAL DESIGN STANDARD
SIGNAL STANDARD DETAIL CHART
STD.
No.
®
ALIGNMENT LOCATION
FIELD LOCATION
-TYPE
MOUNTING
HEIGHT(FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM(FT)
C
POLE ATTACHMENT POINT ANGLES (deg)
D E1 E2 F G1 G2 H 1 11 12
FOUNDATION
DEPTHS(FT)
3' RD. 3' SO. 4' RD.
REMARKS
OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT)
WINDLOAD AREAS (FT)2 (X)(Y)
(X)(Y)(Z)
STATION
OFFSET
LT.
RT.
P.O.A.
At
A2
B1
B2
B3
B4
B5
B6
B9
B11
B1
B2
B3
B4
B9
B11
TOTAL(FT
1
S. 3RD ST.
16 +32
23.0'
X
0
LUM
NA
35
3' -7 1/2"
0
180
270
LUMINAIRE POLE, DECORATIVE
LUM. AND ARM
1A
S. 3RD ST.
16 +16.5
38'
X
1
0
180
270
2
S. 3RD ST.
15 +73.5
40'
X
0
III
18.0
35
19
11
15
6
8.7
8.7
6.3
299
8
90
90
180
270
180
10
8
DECORATIVE LUM. AND ARM
2A
S. 3RD ST.
15 +65
23.5'
X
I
3
S. 3RD ST.
15 +72
25.5'
X
0
LUM
NA
35
3' -7 1/2"
0
90
180
LUMINAIRE POLE, DECORATIVE
LUM. AND ARM
4
S. 3RD ST.
1
16 +32
24'
X
0
SD
18.0
35
31
23
27
12
8.7
8.7
6.3
545
16
90
90
180
270
180
DUAL MAST ARMS,
DECORATIVE LUM. AND ARM
18.0
30
18
24
12
1 8.7
8.7
11.9
613
1
1
0
10
8
4A
S. 3RD ST.
16 +20
40'
X
I
PROJECT ENGINEER: KAHA
DESIGNED BY:
KJP
DRAWN BY:
KJP
CHECKED BY:
JJGU
DATE PLATTED:
07/20/10
FILE:
09TTTS03RI
7 -7 -10 1RECORD DRAWINGS IKAHA
DATE I REVISIONS I APPRVD.
PLANS PREPARED BY:
City of Renton
Department of Public Works DAVID EVANS
� Q AnoASSOCiATES Inc.
415 - IM Avenue SE
1055 S. Grady Way Q Sdevue Waft4on 98005 -3518
Phone,, 42.6500
Renton, Washington 98057 e 5.519
SOUTH 3RD ST. AND SHATTUCK AVE SOUTH
INTERSECTION SAFETY IMPROVEMENTS
SIGNAL POLE SPECIFICA1110NS
SHEET TS03