HomeMy WebLinkAboutT-322407N
0
Ich
H
FOUNDATION DEPTH TABLE
ALLOWABLE LATERAL
FOR DOUBLE MAST ARM STANDARDS
XYZ (CUBIC FEET)
BEARING PRESSURE
FOUNDATION
TYPE 11.111 AND SO MAST ARM STANDARDS
(Psf)
r�
O
MIN. I
MAX.
MIN.
E
J
N
16.5
17.5'
16.5
600
1900
1 1,200
1,500
1,900
2,300
3' ROUND
10'
10'
11'
11'
13'
15'
11000
3' SQUARE
8'
8'
9'
9'
10'
11'
20.8'
4' ROUND
8'
8'
9'
9'
10'
11'
0 NUT HT.
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'
. f
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'
vE ORIENTATION 41
O
�O
*190'
O _ C
0 180'
Uv
*90'F_
J
U
z 90' 270'
Q
E1 G T
O Z�JF,
THIS TABLE BASED
ON AO/ VALUE OF 26.
FOR DOUBLE MAST ARM STANDARDS
0
0'
WITH 90' BETWEEN
ARMS, USE THE LARGER
XYZ VALUE FOR FOUNDATION
r�
O
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
EXAMPLE
y STD. NO. XX SIGNAL STANDARD NO.
SRXXX, MP XXX.XX STATE ROUTE AND
— ATTACHMENT MANUFACTURER MILE POST NO.
POINT APPROVED DWG. XXXXXX APPROVED DRAWING NO.
—ALL HANDHOLES FAB. X /XX /XXXX FABRICATION DATE
AT 180' FROM E1
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.
BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION
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 Et 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
DEPTH SELECTION. A SPECIAL FOUNDATION
C
v>
�S
F
LOCATION STATION
ARM STANDARDS IF THE ANGLE IS NOT 90'.
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 Et 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
DEPTH SELECTION. A SPECIAL FOUNDATION
DESIGN IS REQUIRED FOR DOUBLE
v>
�S
ANCHOR BOLT PLATE G
LOCATION STATION
ARM STANDARDS IF THE ANGLE IS NOT 90'.
MIN.
I MAX.
MIN.
MAX.
MIN. I
MAX.
MIN.
E
J
N
16.5
17.5'
16.5
19.2'
16.5
20.9'
16.5
22.0'
MINE
3/4" CHAMFER PLASTIC DRAIN TUBE
�
POLE ORIENTATION ANGLE (P.O.A.)
16.5
17.0'
POLE ORIENTATION
18.0'
DEGREES CLOCKWISE FROM OFFSET
19.7'
16.5
20.8'
LINE TO POLE ORIENTATION LINE
N GROUT
PAD THICKNESS=
LINE
(SETS ANCHOR BOLT ORIENTATION)
0 NUT HT.
+1" MAX PAVED
POLE ORIENTATION
AND
,-
16.5
1775'
SURFACE
ATTACHMENT POINT
DETAIL
n
UNPAVED
SURFACE
CLASS 3000
CONCRETE
8 NO. 8 BARS
EQUALLY SPACED
40'
45'
50'
5,3'-150'
S
H
w
0
0
~
z
MIN.
I MAX.
MIN.
MAX.
MIN. I
MAX.
MIN.
MAX.
J
N
16.5
17.5'
16.5
19.2'
16.5
20.9'
16.5
22.0'
MINE
4 SECTION 12"
16.5
17.0'
16.5
18.0'
16.5
19.7'
16.5
20.8'
�- 2f" CL
#4 HOOPS, RD. OR SQ.
AT 1' -0" APPROX. CTRS.-
3' SQ. OR RD., OR 4' RD.
FOUNDATION DETAIL
I 2
TYPE PPB
PED. POST
0
I
00
TYPE PS
PED, HEAD
STANDARD
I_1
G G G G
2
0
I
0
° I I I I
00
TYPE I
VEHICLE HEAD
STANDARD
11
9
a
B3 B4
B
i
ii
I:115A
A L
A
SIGNAL DISPLAY VERTICAI 0 FARANCF (FFFT) FROM CTnP I INIF
NOTES
OMOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
O2 FIELD INSTALLED.
TYPE II
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
B9
B10 B11
B B
A 2
H nh H
I U U II
TYPE IV TYPE V
STRAIN POLE COMBINATION LIGHTING
STANDARD AND STRAIN
POLE STANDARD
70
F
low
Q
o
0
I
A
(0 I
N IQ
CURB OR EDGE OF SHOULDER
TYPE SID
SPECIAL DESIGN STANDARD
40'
45'
50'
5,3'-150'
MIN.
I MAX.
MIN.
MAX.
MIN. I
MAX.
MIN.
MAX.
3 SECTION 12"
16.5
17.5'
16.5
19.2'
16.5
20.9'
16.5
22.0'
MINE
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
1775'
16.5
18.5'
16.5
19.6'
O���m
NOTES
OMOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
O2 FIELD INSTALLED.
TYPE II
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
B9
B10 B11
B B
A 2
H nh H
I U U II
TYPE IV TYPE V
STRAIN POLE COMBINATION LIGHTING
STANDARD AND STRAIN
POLE STANDARD
70
F
low
Q
o
0
I
A
(0 I
N IQ
CURB OR EDGE OF SHOULDER
TYPE SID
SPECIAL DESIGN STANDARD
°tnm I nvu NUNAL PILAU LUUA I IUN UN KLLUGA I LU MAS I A
FED. AID NO. STPH- 0900(21)
CALL 48 HOURS 33301 9TH AVENUE SOUTH
AL s G' ,. FEDERAL WAY, WASHINGTON
°?°NAL BEFORE YOU DIG BERGER/ABAM 98003 -2600
E N G I N E E N 1 1 N c. VOICE: (206)431 -2300
EXPIRES 6/4/2011 1- 800 - 424 -5555 FAX: (206)431 -2250
• CITY OF
AS SHOWN NORn°""` Nw iPss°y+eN+ '
RENTON
�� DATUM
Planning /Building /Public Works Dept.
NO. REVISION BY DATE APPR
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 mm NE SUNSET BOULEVARD (SR 900)/ 6/03/09
DUVALL AVE NE INTERSECTION IMPROVEMENTS
PI
TRAFFIC SIGNAL STANDARD PI ANNGTC O
Last Sored on MOn ✓u/ 06 2009 of Q 42AM by AngeLmonto /ro Fi /e Nome: O.' FeduNWoy 20041FAPWT- 04- OJ7ICAODIdwgs lChonne /izotion l TS -02 dwg Sco /e. / O ne I — � ^
FIELD LOCATION
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lill
°tnm I nvu NUNAL PILAU LUUA I IUN UN KLLUGA I LU MAS I A
FED. AID NO. STPH- 0900(21)
CALL 48 HOURS 33301 9TH AVENUE SOUTH
AL s G' ,. FEDERAL WAY, WASHINGTON
°?°NAL BEFORE YOU DIG BERGER/ABAM 98003 -2600
E N G I N E E N 1 1 N c. VOICE: (206)431 -2300
EXPIRES 6/4/2011 1- 800 - 424 -5555 FAX: (206)431 -2250
• CITY OF
AS SHOWN NORn°""` Nw iPss°y+eN+ '
RENTON
�� DATUM
Planning /Building /Public Works Dept.
NO. REVISION BY DATE APPR
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 mm NE SUNSET BOULEVARD (SR 900)/ 6/03/09
DUVALL AVE NE INTERSECTION IMPROVEMENTS
PI
TRAFFIC SIGNAL STANDARD PI ANNGTC O
Last Sored on MOn ✓u/ 06 2009 of Q 42AM by AngeLmonto /ro Fi /e Nome: O.' FeduNWoy 20041FAPWT- 04- OJ7ICAODIdwgs lChonne /izotion l TS -02 dwg Sco /e. / O ne I — � ^