HomeMy WebLinkAboutT-3430201a
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1/2" DIA DRAIN HOLE THROUGH GROUT
GROUT AFTER PLUMBING POLE - \
2 -1/2" GROUT MAX
FULL DEPTH EXPANSION JOINT -- - -I
CONCRETE SIDEWALK (FLUSH IN PAVED
AREAS) \ l
1" MIN (2" MAX)
iir I I Il��l
60" ANCHOR RODS AND HARDWARE
AS FURNISHED BY MANUFACTURER.'
ALL ANCHOR ROD ASSEMBLIES
SHALL BE ACCURATELY LOCATED
AND SECURED IN PLACE PRIOR TO \
POURING CONCRETE
8 -#8 VERTICAL BARS EQUALLY
SPACED
CASED DRILLED SHAFT PER \ `
SPECIAL PROVISIONS
NOTE: FOUNDATIONS SHALL BE
6 "0" MIN HANDHOLE WITH REMOVABLE
/ RAINTIGHT COVER LEGEND
GROUNDING POINT a. VEHICLE SIGNAL HEAD h. TERMINAL CABINET
b. SIGN, WSDOT STD PLAN G30.10 j. PEDESTRIAN PUSH BUTTON ASSEMBLY
#8 MIN COPPER GROUND WIRE TOP OF FOUNDATION c. TYPE 2 (ELBOW) LUMINAIRE ARM WSDOT STD PLAN J20.26
FULL DEPTH EXPANSION JOINT ELEVATION d. PRE -EMPT DETECTOR k. HANDHOLE
BACK OF SIDEWALK % FULL DEPTH e. SIGNAL MAST ARM m. VIDEO DETECTION CAMERA
SEE BACK OF SIDEWALK / FOUNDATION y EXPANSION JOINT f. LUMINAIRE n. PTZ CAMERA
LAYOUT DETAIL THIS SHEET _ 1 / 0 1 g. PEDESTRIAN SIGNAL HEAD o. TSP ANTENNA
FOR FOUNDATION CONCRETE AD 1 T
� 1 CT PAD
E SCHEDULE SIGNAL C 1
PLATE ORIENTATION SIGNAL PEDESTRIAN -
VARIES y POLE IS PLACED
j SEE SIGNAL PLANS FOR CONDUIT a BEYOND BACK OF ISHEETI f6" FROM FACE OF
INFORMATION (ALL CONDUIT Z SIDEWALK j
i o N FOUNDATION C
SHALL BE GROUNDED)
#4 SPIRAL HOOPS 12" OC U w BACK OF SIDEWALK 1 FOUNDATION LAYOUT DETAIL 1 f
o N N LFOR LUMINN
CLASS 4000 CONCRETE < DETAILS SI
cn o `�� PAINT__ SPECIFICATIONS: ALL STEEL SIGNAL POLE PARTS 239 A/B
o a °w SHALL BE FACTORY GALVANIZED. PRIMED AND POWDER
a COATED. SEE SPECIAL PROVISIONS SECTION 6 -07. j j
z "1 FINISH COLOR: FACTORY POWDER COATED BLACK. E E
c)
U) E
N
DEWATERED BY VACTOR TRUCK. 2D"
ALL REMOVED MATERIAL SHALL BE — J
DISPOSED AT AN APPROVED SITE. 8„ 2„ I
-SEE SIGNAL POLE SPECIFICATIONS AND SCHEDULE, SHEET 262
TYPE II OR TYPE III SIGNAL POLE FOUNDATION DETAIL
ALL HANDHOLES AT 180'
SIGNAL HEAD /HARDWARE
ATTACHMENT POINT ANGLE
(DEGREES CLOCKWISE TO
TYPICAL ATTACHMENT
POINT FROM 0') 90' 2
TYPICAL SIGNAL ARM -�
ATTACHMENT POINT Ell h =
e
9
POLE ORIENTATION ANGLE
P.O.A. . DEGREES o
CLOCKWISE OFFSET
LINE TO 0' POINT 270• o J 1 J
i
BASE POINT
R040j
- LOCATION STATION r ^I
TYPE PS
POLE ORIENTATION & PED. HEAD
ATTACHMENT POINT DETAIL STANDARD
PLAN VIEW
IN
(TYPE
II) SHALL BE PROVIDED WITH A
TYPE II OR III SIGNAL POLE FOUNDATIONS SEE DETAIL THIS SHEET. REMOVABLE RAINTIGHT GALVANIZED STEEL
CAP
MEN
IN
PLACE WITH STAINLESS STEEL
o � 1
J 1 1 J-
0} •k�.
N I
1 mil__
TYPE i
VEHICLE HEAD
STANDARD
I
.-1
I
SIG_NA_L STANDARD EXAMPLE, SIGNAL
_ STANDARD NO. 2, ROAD
ROAD LOG # 4D" LOG #, MP
X X X X X 9 0 1 5 2 16„ (4) 2 Y4" SLOTS ACCEPTINC:-
X X .X X .X X 02.01 .09 (4) 2 "0 GALVANIZED ANCHOR
- BOLTS
COUNTY ROAD NUMBERS SHALL BE A 2" A36 STEEL PLATE
MILE POST # MINIMUM OF 3/8" HIGH
SIGNAL STANDARD IDENTIFICATION TAG DETAIL 22 "0 BOLT CIRCLE
SIGNAL POLE SPECIFICATIONS: POLE MANUFACTURER TO
VERIFY ATTACHMENT HEIGHTS TO ENSURE DEADLOAD SAG
VERTICAL CLEARANCE ON MAST ARM DOES NOT LOWER SIGNAL HEADS BELOW
MINIMUM: 16'-6" VERTICAL CLEARANCE REQUIREMENTS.
FULFILL MUTCD REQUIREMENTS
SIMPLEX MOUNT
m
"STEEL---- T, a OR b i G � I I
22f SO
BASE PLATE DETAIL
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
ROADWAY
FOR SIGNAL POLE SPECIFICATIONS SCHEDULE SEE SHEET 262
NOTES
Oj USED, DG LL 1"0NH IINSTALLED MATAARM ANED NISTALIL PLASTIICATSPLIT BUSHING FOR P CABLE ENTRANCE. G IS O FIELD INSTALLED. T3 FOR DECORATIVE ARM DETAILS, SEE SHEET 239.
TYPE II AND TYPE III LIGHTING AND
MAST ARM SIGNAL STANDARD
G
E ___-I
n n •o
IT I
' J �
0
00
C of
U —_
MIN k
CURB OR EDGE OF SHOULDER
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O FOUNDATIONS SHALL CONFORM TO THE CDR STD PLANS J021, EXCEPT FOR O SIGNAL POLES WITHOUT LUMINAIRE ARMS
(TYPE
II) SHALL BE PROVIDED WITH A
TYPE II OR III SIGNAL POLE FOUNDATIONS SEE DETAIL THIS SHEET. REMOVABLE RAINTIGHT GALVANIZED STEEL
CAP
HELD
IN
PLACE WITH STAINLESS STEEL
CAP SCREWS.
T
3430201
N
Q
BID
DOCUMENTS
11-- 14 -'11 SURVEYED' KPG _ 261
F E H RAIISs PEERS 7531 Ave ON RAINIER AVENUES (SR 167) DRAWING NO.
DRAWN BY: JM ata CITY OF RENT
DESIGN BY: JF _ Pubic �Nores Deportment S GRADY WAY TO S 2ND ST PROJECT NO. TED40 -430
CHECK BY. -JF _ -- Seattle, WA 981 D9 Tacoma, WA 98402 SIGNAL POLE SPECIFICATIONS FED AID NO. CM0167(048)
46 4 a t�� phi 4n weee �m -s`�'' a APP D FOR CONSTRUCTION DATE: NOV 2011
a F , PROJ MGR TN g,,y4 0 (2osl2arr1s4o (2sDIs2T -0T2o RAINIER AVE S & S 2ND ST
FSS /ONnu E°`0l ,r 'i ore areu�4 „., www.kN.Wm By DATE: SHEET NO. 261 OF 304
NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg - / Z
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