HomeMy WebLinkAboutT-295211CUSS 3000
CONCRETE -
8 NO. 8 BARS
SURFACE
EQUALLY SPACED
I-� 2 1/2" CL
+211/2- CL
#4 HOOPS, RD. OR SO. AT
1' -0' APPROX. CTRS.
3' SO. OR RD., OR 4' RD.
FOUNDATION DETAIL
Perteet Inc.
253 - 984 -71381 253 -589 -0399
3625 Perkins Lane SW, Suite 300
Lakewood, Washington 98499
G`Z`Qoe Eses�d * PROVIDE SPARE TENON FOR FUTURE SIGNAL HEAD
~O� ** COMPUTED BASED ON FUTURE CONDITION
p RF '�'S CALL 48 HOURS 333019TH AVENUE SOUTH
7f aisre� ` FEDERAL WAY, WASHINGTON
lgdb BEFORE YOU DIG BERGER/ABAM 98003 -2600
1- 800 -424 -5555 E N 6 1 N E E N S I N c. VOICE: (206)431 -2300
EXPERES 7 is FAX: (206)131 -2250
8.5'
PEDESTRIAN CURB RAMP
FORM FOUNDATION CAP
TO MATCH CURB AT
BACK OF PEDESTRIAN
6„ RAMP
I
I--2'-4" SQ.- -j
SQ. OR RD. CONSTRUCTION JOINT
SEE DETAIL CHART
POLE 1 FOUNDATION DETAIL
90"
DUVALL "E NE 18"
COR STD. PLAN G011
60"
NE 21 ST ST 18"
COR STD. PLAN G011
SIGN DETAILS
NOTES
O MOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
OFIELD INSTALLED. O
2 7
9 9 G g 9 G
2 2 0
0 I I I
0
I I I I I I I I I
2 w G0
I LL 2
TYPE PPB TYPE PS TYPE I
PPB POST PED. HEAD VEHICLE HEAD
lZTAmnAPn CTANInARn
BREAKER SCHEDULE
CIRCUIT
BREAKER
CONTACTOR
pRIENTATIN
2P -150A
_
0
C�Ne
30A
FO
2P -30A
30A
ILLUM C
2P -30A
(n
I 190
2P -30A
IL
0
2P -15A
30A
SIGNAL
1P -50A
a
U 180'
ATTACHMENT
-
ILLUMINATION CONTROL
POINT
-
,
*90E-
AT
-180'
-
17.0'
FROM El
18.0'
a 90' 270'
19.Y
FE1 �
20.8'
8'
F O
Z �
r y�
• IF Et OR E2 SIGNAL ARM IS
11'
d
NOT NINETY DEGREES TO THE
1,500
O'
ANCHOR BOLT PLATE THEN
5 SECTION 12"
Y� O
O SPECIAL DESIGN POLE
16.5
ANCHOR BOLT PLATE
16.5
1
yc76
LOCATION STATION
7'
8'
8'
9'
3' ROUND
6'
6'
7'
11'
13'
POLEOORIENTATION ANGLE
2,500
POLE ORIENTATION LINE
(P.O.A.) DEGREES CLOCKWISE
6'
6'
FROM OFFSET LINE TO.POLE.
7'
'
ORIENTATION LINE (SETS
4' ROUND
.
ANCHOR BOLT ORIENTATION)
6'
POLE ORIENTATION
AND
7'
ATTACHMENT POINT DETAIL
11
3/8 " DIA. PLASTIC
8.7 **
11
3/4" CHAMFER DRAIN NBE
GROUT PAD THICKNESS
16
0
= NUT HT. +1" MAX
270
NORTH
_
270
-
180
0
-
UNPAVED
7
7
SURFACE
IN
CUSS 3000
CONCRETE -
8 NO. 8 BARS
SURFACE
EQUALLY SPACED
I-� 2 1/2" CL
+211/2- CL
#4 HOOPS, RD. OR SO. AT
1' -0' APPROX. CTRS.
3' SO. OR RD., OR 4' RD.
FOUNDATION DETAIL
Perteet Inc.
253 - 984 -71381 253 -589 -0399
3625 Perkins Lane SW, Suite 300
Lakewood, Washington 98499
G`Z`Qoe Eses�d * PROVIDE SPARE TENON FOR FUTURE SIGNAL HEAD
~O� ** COMPUTED BASED ON FUTURE CONDITION
p RF '�'S CALL 48 HOURS 333019TH AVENUE SOUTH
7f aisre� ` FEDERAL WAY, WASHINGTON
lgdb BEFORE YOU DIG BERGER/ABAM 98003 -2600
1- 800 -424 -5555 E N 6 1 N E E N S I N c. VOICE: (206)431 -2300
EXPERES 7 is FAX: (206)131 -2250
8.5'
PEDESTRIAN CURB RAMP
FORM FOUNDATION CAP
TO MATCH CURB AT
BACK OF PEDESTRIAN
6„ RAMP
I
I--2'-4" SQ.- -j
SQ. OR RD. CONSTRUCTION JOINT
SEE DETAIL CHART
POLE 1 FOUNDATION DETAIL
90"
DUVALL "E NE 18"
COR STD. PLAN G011
60"
NE 21 ST ST 18"
COR STD. PLAN G011
SIGN DETAILS
NOTES
O MOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
OFIELD INSTALLED. O
2 7
9 9 G g 9 G
2 2 0
0 I I I
0
I I I I I I I I I
2 w G0
I LL 2
TYPE PPB TYPE PS TYPE I
PPB POST PED. HEAD VEHICLE HEAD
lZTAmnAPn CTANInARn
BREAKER SCHEDULE
CIRCUIT
BREAKER
CONTACTOR
MAIN
2P -150A
_
ILLUM A
2P -30A
30A
ILLUM B
2P -30A
30A
ILLUM C
2P -30A
30A
ILLUM D
2P -30A
30A
ILLUM E
2P -15A
30A
SIGNAL
1P -50A
-
IRRIGATION
iP -15A
-
ILLUMINATION CONTROL
1P -15A
-
RECEPTACLE
1P -20A
-
�
2MI
o. VEHICLE DISPLAY g. PEDESTRIAN DISPLAY
b. SIGN h. TERMINAL COMPARTMENT
c. STREET NAME SIGN i. PPB -M
d. PRE -EMPT DETECTOR j, HANDHOLE
f. LUMINAIRE k. VIDEO CAMERA (BY OTHERS)
B2 in _
B1
40'
45'
50'
53' -150'
FOUNDATION
B3
MAX.
MIN.
MAX.
MIN.
�IB
MIN.
MAX.
SECTION 12"
A
16.5
19.2'
16.5
-�-
16.5
A
_3
B6
ff
A
SIRNAI I11SPI AY VFRTICAI CI FARANCF (FFFT) FROM STOP I INF
f
FOUNDATION DEPTH TABLE
40'
45'
50'
53' -150'
FOUNDATION
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
SECTION 12"
16.5
17.5'
16.5
19.2'
16.5
20.9'
16.5
22.0'
_3
S SQUARE
8'
8'
9'
9'
10'
11'
MAST ARM
4 SECTION 12"
16.5
17.0'
16.5
18.0'
16.5
19.Y
16.5
20.8'
8'
8'
9'
11'
13'
15'
1,500
.3' SQUARE
7'
5 SECTION 12"
16.5
17.0'
16.5
17.5'
16.5
18.5'
16.5
19.6'
7'
8'
8'
9'
3' ROUND
6'
6'
7'
FOUNDATION DEPTH TABLE
ALLOWABLE LATERAL
OVLICU L111111111
MAST ARM CONNECTION
XYZ (CUBIC FEED
BEARING PRESSURE
FOUNDATION
TYPE 11,111 AND SO MAST ARM STANDARDS
(PSF)
1YPE
600
900
1,200
1,500
1,900
2,300
3' ROUND
10'
10'
11'
11'
13'
15'
1,000
S SQUARE
8'
8'
9'
9'
10'
11'
MAST ARM
4' ROUND
8'
8'
9'
9'
10'
11'
'
3' ROUND
8'
8'
9'
11'
13'
15'
1,500
.3' SQUARE
7'
7'
7'
8'
B.
9'
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'
(39.5 *)
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'.
BOLTED LUMINAIRE
MAST ARM CONNEC
C
5' �I� 1"0'
k 60
1/4" PI
GROMMETED HOLE
FOR VIDEO CABLE
Ile:
H lh
LMLMJ1
TIGHT CAP
44"
6 " -8" DEEP
RECTANGULAR
TUBE
<1
11 VD
B
OVLICU L111111111
MAST ARM CONNECTION
J E
E N
-,
a
I LIMITS OF VERTICAL CLEARANCE REQUIREMENT
L ROADWAY
TYPE II TYPE III TYPE IV TYPE V
MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM SIGNAL STANDARD STANDARD AND STRAIN POLE STANDARD
A F
OR
/ B
i Q
�G jhH
O
H 1 I 00
-� o� "x@ as *;3 ,09, �• �- CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/21/08
swL 12/4/2007 'u RENTON RECONSTRUCTION a
swL 12/4/2007 DATUM
PI Wing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS nook
II pproved For Construction SIGNAL STANDARD DETIALS TS3
SECS 112/5/2007
0. REVISION BY DATE. APPR rx ert M. Hanson P.E. Dote SHEETS
ECS 12/19/2007
SIGNAL STANDARD DETAIL CHART
®
FIELD
LOCATION
TYPE
MOUNTING
HEIGHT (FT)
SIGNAL
MAST ARM
DATA
ARMN(FT)
C
POLE
D E7
ATTACHMENTS POINT ANGLES (DEG)
E2 F G1 G2 H
11
12
FOUNDATION DEPTHS
3' RD. 3' SO. 14' RD.
REMARKS
OFFSET DISTANCES (FT) (Z) (POLE � TO ATTACHMENT POINT)
WINDLOAD AREAS (FT)' (X)(Y)
(X)(Y)(Z)
STD
NO.
STATION OFFSET LT. RT. P.OA
At A2
B1 82 B3 B4 B5 B6 89 BIT
B1 83 B6 89 B11
TOTAL(FT),
DUVALL AVE NE
1E
194 +89.50
40.67
X
0
SD
18.2
33
(39.5 *)
35.5
32
(29 *)
23.5
5
8.7 **
11
5
8.7 **
11
7.5
749
772 **
16
0
0
EAST
270
NORTH
_
270
-
180
0
-
9
7
7
SEE SPECIAL POLE 1
FOUNDATION DETAIL
IN
18.2
33
44.5
43
36.5
28.5
30
6
8.7
11
8.7
11.25
1294
2
195 +76.44
40.00
X
.0
111 MOD
18.5
33
29
23
17.5
6
8.7
8.7
7.5
409
16
. 0
0
-
-
-
-
0
-
.-
8
7
7
3
195 +50.00
61.14
X
289
PS
338
338
4
194 +96.86
61.14
X
75
PS
15
15
5
194+85.fi8
45.33
X
34
PS
326
326
-� o� "x@ as *;3 ,09, �• �- CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/21/08
swL 12/4/2007 'u RENTON RECONSTRUCTION a
swL 12/4/2007 DATUM
PI Wing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS nook
II pproved For Construction SIGNAL STANDARD DETIALS TS3
SECS 112/5/2007
0. REVISION BY DATE. APPR rx ert M. Hanson P.E. Dote SHEETS
ECS 12/19/2007