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1 /2" DIA DRAIN HOLE THROUGH GROUT
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6" x4" MIN HANDHOLE WITH REMOVABLE
RAINIIGHT COVER
GROUT AFTER PLUMBING POLE - -
2-1 /2" GROUT MAXI
GROUNDING POINT
FULL DEPTH EXPANSION JOINT
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#8 MIN COPPER GROUND WIRE
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CONCRETE SIDEWALK (FLUSH IN PAVED ;
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— FULL DEPTH EXPANSION JOINT
AREAS)
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SEE BACK OF SIDEWALK / FOUNDATION
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1 MIN (2 MAX}
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LAYOUT DETAIL THIS SHEET
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FOR FOUNDATION ELEVATION
SEE SIGNAL POLE SCHEDULE
1
SEE SIGNAL PLANS FOR CONDUIT
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60" ANCHOR RODS AND HARDWARE
INFORMATION (ALL CONDUIT
AS FURNISHED BY MANUFACTURER.
SHALL BE GROUNDED)
ALL ANCHOR ROD ASSEMBLIES
N
SHALL BE ACCURATELY LOCATED
#4 SPIRAL HOOPS 12" OC
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AND SECURED IN PLACE PRIOR TO
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POURING CCoNCITE
CLASS 4000 CONCRETE
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8---#8 VERTICAL BARS EQUALLY
SPACED
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CASED DRILLED SHAFT PER
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SPECIAL PROVISIONS
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NOTE: FOUNDATIONS SHALL BE
DEWATERED BY VACTOR TRUCK.
- =-
-- 20"
ALL REMOVED MATERIAL SHALL BE
DISPOSED AT AN APPROVED SITE,
„
20" 1
SEE SIGNAL POLE SPECIFICATIONS AND SCHEDULE, SHEET 262
TYPE 11 OR TYPE III SIGNAL POLE FOUNDATION DETAIL
ALL HANDHOLES AT 180` _ .-
SIGNAL HEAD/HARDWARE _m
,
ATTACHMENT POINT ANGLE
(DEGREES CLOCKWISE TO 7-
TYPICAL ATTACHMENTi
POINT FROM 0`) 90° � �02
TYPICAL SIGNAL ARM
ATTACHMENT POINT
r - 9
o° - -180` --
POLE ORIENTATION ANGLE ct,
O,A,' DEGREES
CLOCKWISE FROM OFFSET �
LINE TO 0` POINT 270 J 1 J
I
_ BASE POINT .0
LOCATION STATION
POLE ORIENTATION &
ATTACHMENT POINT DETAIL
PLAN VIEW
NOTES
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TYPE PS
PED. HEAD
STANDARD
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TYPE I
VEHICLE HEAD
STANDARD
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2
B2
d B3 B4
b a
TOP OF FOUNDATION
ELEVATION
BACK OF SIDEWALK FULL DEPTH
EXPANSION JOINT
OUTLINE OF 1 ° \ 1
CONCRETE PAD ° 1 CONSTRUCT PAD
WHEN
PLATE ORIENTATION -- —` ' o -'"
VARIES ,�� / SIGNAL/PEDESTRIAN
� POLE IS PLACED
-�► BEYOND BACK OF
f6" FROM FACE OF _' SIDEWALK
FOUNDATION
BACK OF SIDEWALK ! FOUNDATION LAYOUT DETAIL
LEGEND
a.
VEHICLE SIGNAL HEAD
h.
TERMINAL CABINET
b.
SIGN, WSDOT STD PLAN G30.10
j.
PEDESTRIAN PUSH BUTTON ASSEMBLY
c.
TYPE 2 (ELBOW) LUMINAIRE ARM
WSDOT STD PLAN J20.26
d.
PRE—EMPT DETECTOR
k.
HANDHQLE
e.
SIGNAL MAST ARM
m.
VIDEO DETECTION CAMERA
f.
LUMINAIRE
n•
PTZ CAMERA
g.
PEDESTRIAN SIGNAL HEAD
o.
TSP ANTENNA
-° - - C --
PAINT SPECIFICATIONS: ALL STEEL SIGNAL POLE PARTS
SHALL BE FACTORY GALVANIZED. PRIMED AND POWDER
COATED. SEE SPECIAL PROVISIONS SECTION 6-07.
FINISH COLOR: FACTORY POWDER COATED BLACK.
E
B8
B10
(19
B9 b
a
EXAMPLE, SIGNAL
SIGNAL STANDARD # STANDARD NO. 2, ROAD
ROAD LOG # _ - 46' LOG #, MP
.X X X X X 9 0 1 5 2 1„
X X. X X X; X 02 , 01 .09
COUNTYROADROAD NUMBERS SHALL BE A
POST # MINIMUM OF 3/8" HIGH
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
VERTICAL CLEARANCE
MINIMUM: 16'-6"
FULFILL MUTCD REQUIREMENTS
(4) 2 Y" SLOTS ACCEPTING:
(4) 2"W GALVANIZED AM l-
BOLTS
I's
FOR LUMINAIRE
DETAILS SEE SHEET
239 A/B A/B
J12 SIMPLEX MOUNT
EE
2" A36 STEEL PLATE H =� H
22 SQ C) :
At
22" 0 BOLT CIRCLE 1 I
SIGNAL POLE SPECIFICATIONS: POLE MANUFACTURER TO
VERIFY ATTACHMENT HEIGHTS TO ENSURE DEADLOAD SAG
ON MAST ARM DOES NOT LOWER SIGNAL HEADS BELOW
VERTICAL CLEARANCE REQUIREMENTS.
ROADWAY
FOR SIGNAL POLE SPECIFICATIONS SCHEDULE SEE SHEET 262
BASE PLATE DETAIL J J
o co
TEll2`
LIMITS OF VERTICAL CLEARANCE REQUIREMENT r°
MOUNTING COUPLING INSTALLED AT OFFSET DISTANCES INDICATED IN CHART. IF TYPE "N" MOUNTING IS 2 FIELD INSTALLED. 3 FOR DECORATIVE ARM DETAILS SEE SHEET 239. 4 FOUNDATIONS SHALL CONFORM TO THE COR STD PLANS J021, EXCEPT FOR L POLES WITHOUT LUMINAIRE ARMS (TYPE If) SHALL BE PROVIDED NTH A
USED, DRILL 1 0 HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. SIGNAL TYPE II OR III SIGNAL POLE FOUNDATIONS SEE DETAIL THIS SHEET. V REMO ABLE RAINIIGHT GALVANIZED STEEL CAP HELD IN PLACE WITH STAINLESS STEEL
CAP SCREWS.
TMIAIAIA I
4 li SURVEYED: KPG
DRAWN BY: JM
DESIGN BY: JF
V _ __- FEHR & PEERS
CHECK BY: JF TRANSPORTATION CONSULTANTS
A4 n_<_ r " `" PROJ MGR: TN � r
FSS� -NG� 0:°z 5q C
oNAL
REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg
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753 9tt; Ave N 2502 Jefferson Ave
Seattle, WA 98109 Tacoma, WA 98402
1206j 286-1640 (253) 627-0720
www,k,g.com
jko }'- CITY OF RENTON
..0 Pt- : � s 1) -1
APPROV D FOR CONSTRUCTION
BY: DATE:
1 .J Z.JVLV 1 BID
RAINIER AVENUE S (SR 67)
S GRADY WAY TO S 2ND ST
SIGNAL POLE SPECIFICATIONS
RAINIER AVE S & S 2ND ST
r.RAk ING Nf
PROJECT NO. TLD403430
FED AID NO. CM0167(048)
DATE: NOV 2011
SHEET NO. 261 OF 304