HomeMy WebLinkAboutT-346407FOUNDATION DEPTH TABLE
40'
I
I
XYZ (CUBIC FEET)
ALLOWABLE LATERAL
U
J
r
BEARING PRESSURE
FOUNDATION
TYPE 11,111 AND SD MAST ARM STANDARDS
(psf)
TYPE
600
900
11,200
1 1,500
1,900
12,300
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'
B1
3' ROUND
8'
8'
9'
11'
13'
15'
1,500
3' SQUARE
7'
7'
7'
8'
8'
9'
19.6'
4' ROUND
7'
7'
7'
8'
8'
9'
19.0'
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 / 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
CLASS 3000
CONCRETE
8 NO. 8 BARS
EQUALLY SPACED
I '
9,
3/8 " DIA. PLASTIC DRAIN TUBE
GROUT PAD THICKNESS=
NUT HT. +1" MAX
PAVED
SURFACE
2 1/2 " CL \
#4 HOOPS, RD. OR SQ.
AT 1' -0" APPROX. CTRS.
3' SQ. OR RD., OR 4' RD.
FOUNDATION DETAIL
H
a
U p
Z
- \ O
N z
Z
0
LI-
LE ORIENTATION
PO E2 NF
�O
*90'
I
180°
U '
*90'r
J
z 90° 270°
Q
b
ATTACHMENT
POINT
ALL HANDHOLES
AT 180° FROM E1
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
STD. NO. XX 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
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.
1 K
SIGNAL ARM B8
DEGREES THE
T PLATE THEN
THE
GN POLE B1
- LOCATION STATION
:� 1�-
�W -� -POLE ORIENTATION ANGLE (P.O.A.)
POLE ORIENTATION DEGREES CLOCKWISE FROM OFFSET
LINE LINE TO POLE ORIENTATION LINE
(SETS ANCHOR BOLT ORIENTATION)
POLE ORIENTATION AND n
ATTACHMENT POINT DETAIL ( q
I
TYPE PPB
PPB POST
I
00
TYPE PS
PED. HEAD
STANDARD
M
G 9 9 G
2
I �
0
I
0
I I I
cc
TYPE I
VEHICLE HEAD
STANDARD
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB12345
FAB. 6/14/2002
B2 33 B55/-
b d B6
SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE ,
40'
I
I
50'
53' -150'
U
J
r
MAX.
CLASS 3000
CONCRETE
8 NO. 8 BARS
EQUALLY SPACED
I '
9,
3/8 " DIA. PLASTIC DRAIN TUBE
GROUT PAD THICKNESS=
NUT HT. +1" MAX
PAVED
SURFACE
2 1/2 " CL \
#4 HOOPS, RD. OR SQ.
AT 1' -0" APPROX. CTRS.
3' SQ. OR RD., OR 4' RD.
FOUNDATION DETAIL
H
a
U p
Z
- \ O
N z
Z
0
LI-
LE ORIENTATION
PO E2 NF
�O
*90'
I
180°
U '
*90'r
J
z 90° 270°
Q
b
ATTACHMENT
POINT
ALL HANDHOLES
AT 180° FROM E1
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
STD. NO. XX 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
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.
1 K
SIGNAL ARM B8
DEGREES THE
T PLATE THEN
THE
GN POLE B1
- LOCATION STATION
:� 1�-
�W -� -POLE ORIENTATION ANGLE (P.O.A.)
POLE ORIENTATION DEGREES CLOCKWISE FROM OFFSET
LINE LINE TO POLE ORIENTATION LINE
(SETS ANCHOR BOLT ORIENTATION)
POLE ORIENTATION AND n
ATTACHMENT POINT DETAIL ( q
I
TYPE PPB
PPB POST
I
00
TYPE PS
PED. HEAD
STANDARD
M
G 9 9 G
2
I �
0
I
0
I I I
cc
TYPE I
VEHICLE HEAD
STANDARD
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB12345
FAB. 6/14/2002
B2 33 B55/-
b d B6
SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE ,
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
H h
I ' 1 I
VZKO)MOINIMAITA10 i'
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
311
C
IF
H
a
or
b
HI♦II14
INl
� Q
\ 1
o
20
A
ROADWAY
TYPE II TYPE III TYPE IV TYPE V ""CURB OR EDGE OF SHOULDER
MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD
SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD
SIGNAL STANDARD DETAIL CHART
40'
45'
50'
53' -150'
TYPE
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'
(X)(Y)(Z)
ARM(FT)
DEPTHS(FT)
STATION
OFFSET
LT.
RT.
4 SECTION 12"
16.5
17.0'
16.5
18.0'
16.5
19.7'
16.5
20.8'
B11
B1
B2
B3
B6
B9
B11
TOTAL(FT)
®
5 SECTION 12"
16.5
17.0'
16.5
17.5'
16.5
18.5'
16.5
19.6'
NE SUNSET
BLVD
24 +63
30
X
0
SD
19.0'
40'
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
H h
I ' 1 I
VZKO)MOINIMAITA10 i'
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
311
C
IF
H
a
or
b
HI♦II14
INl
� Q
\ 1
o
20
A
ROADWAY
TYPE II TYPE III TYPE IV TYPE V ""CURB OR EDGE OF SHOULDER
MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD
SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD
SIGNAL STANDARD DETAIL CHART
STD.
No.
SR
SR
FIELD LOCATION
TYPE
MOUNTING
HEIGHT(FT)
SIGNAL MAST ARM DATA
LUMINAIRE
POLE ATTACHMENT POINT ANGLES (deg)
FOUNDATION
**
REMARKS
DESIGNED BY: SLPO
MILE
OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT)
WINDLOAD AREAS (FT) (X)(Y}
(X)(Y)(Z)
ARM(FT)
DEPTHS(FT)
STATION
OFFSET
LT.
RT.
P.O.A.
Al
A2
B1
B2
B3
B5
B6
B8
B11
B1
B2
B3
B6
B9
B11
TOTAL(FT)
®
No.
POST
REVISIONS
C
D E1 E2 I F G1 G2 H 11 12
SRO. S so. 4' RD.
1
900
NE SUNSET
BLVD
24 +63
30
X
0
SD
19.0'
40'
*25'
22'
19'
15 2'
9'
14'
5'
8.7
5
8.7
8.7
6.0
492
0
0
60
270
180
0
12'
10'
10'
DOUBLE MAST ARM
0
900
NE SUNSET
BLVD
20'
10'
16'
15'
5'
8.7
8.7
7.0
296
270
2
900
NE SUNSET
25 +73
29.5
X
0
I
0
0
BLVD
3
900
NE SUNSET
BLVD
25 +78
44
X
0
III
23.7'
40'
41'
31'
36'
24'
8.7
8.7
6.0
771
225
0
90
180
180
0
270
12'
10'
10'
4
_
HOQUTAM
9 +95
35
X
0
I
45
90
07
AVE NE
Al A
Lf
091,
NUIES
OMOUNTING COUPLING INSTALLED AT 2 FIELD INSTALLED.
OFFSET DISTANCE INDICATED IN CHART.
* INSTALL TENON FOR FUTURE SIGNAL ** FOUNDATION SHAFT TO BE INSPECTED BY SOILS ENGINEER
DURING EXCAVATION. SEE SPECIAL PROVISIONS.
PLANS PREPARED BY:
City of Renton DAVID EVANS
Department of Public Works e Q ANo ASSOC I AT ES INC.
415 - tM Avenue SE
1055 S. Grady Way Q eelevw weenoon -M
Renton, Washington 98057 Piwne: 425.519.8500
LEGEND
a. Vehicle Display
b. Sign
c. Street Name Sign
d. Pre -Empt Detector
and /or Confirmation
Light
e. Deleted (10/22/90)
f. Luminaire
g. Pedestrian Display
h. Cabinet
i. PPB -M
j. Handhole
k. Video Camera
RECORD DRAWING, ON
NE SUNSET BLVD (SR 900) AND HOOUTAM AVE NE
TRAFFIC SIGNAL
TRAFFIC SIGNAL POLE SCHED
SHEET TS03
7 OF 9
6W.1-1-34007
gDRE{{
PROJECT ENGINEER: KIRK HARRIS
10 -6 -09
RECORD DRAWINGS
KAHA
t�
DESIGNED BY: SLPO
DRAWN BY: OXA
S
� 34403 �
4'OI8T88�'
CHECKED BY: KAIIA
i
e10NAL
DATE PLOTTED: 11/02/09
FILE: TTTS03RENT000OOOIO.dwg
DATE
REVISIONS
APPRVD.
il_05-09
* INSTALL TENON FOR FUTURE SIGNAL ** FOUNDATION SHAFT TO BE INSPECTED BY SOILS ENGINEER
DURING EXCAVATION. SEE SPECIAL PROVISIONS.
PLANS PREPARED BY:
City of Renton DAVID EVANS
Department of Public Works e Q ANo ASSOC I AT ES INC.
415 - tM Avenue SE
1055 S. Grady Way Q eelevw weenoon -M
Renton, Washington 98057 Piwne: 425.519.8500
LEGEND
a. Vehicle Display
b. Sign
c. Street Name Sign
d. Pre -Empt Detector
and /or Confirmation
Light
e. Deleted (10/22/90)
f. Luminaire
g. Pedestrian Display
h. Cabinet
i. PPB -M
j. Handhole
k. Video Camera
RECORD DRAWING, ON
NE SUNSET BLVD (SR 900) AND HOOUTAM AVE NE
TRAFFIC SIGNAL
TRAFFIC SIGNAL POLE SCHED
SHEET TS03
7 OF 9
6W.1-1-34007