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3
s
ALL DECORATIVE ART DIA
POLE, EXCEPT POLE 'C'
BASE PLATE, SEE POLE
DETAIL THIS SHEET
1Y2" GROUT
I
4 "x4" CHAMFER
2' -8 "DIA THICKENED SLAB
#4 TIES Q
CONDUIT
022" DEEP
GROUT
ih
x
E -E
o
O
N
W
H
CEMENT
CONCRETE
SIDEWALK
q OF POLE 'C' AT WALL A
(4) SLOTS ACCEPTING
GALVANIZED STEEL ANCHOR
BOLTS
6r BASE PLATE OPENING
WC BOLT CIRCLE (TYP)
NO GUSSETS
-/4" THICK X -13)2" 0
BASE PLATE
Z I— NOTE: GALVANIZED STEEL ANCHOR BOLTS AND BASE PLATES TO
Z BE PROVIDED BY POLE MANUFACTURER. POLE MANUFACTURER TO
PROVIDE SHOP DRAWINGS OF POLE, BASE PLATES AND ANCHOR
C) °w BOLTS FOR ENGINEER APPROVAL PRIOR TO FABRICATION.
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DECORATIVE ART POLE BASE PLATE DETAIL
NTS
Co 0
I I
z ~
w
0
o wM
w
N
M
DECORATIVE ART POLE 'C',
VERTICAL AND PLUMB
CONDUIT WIRING
BUTTON HEAD MACHINE SCREW
TAMPER PROOF PIN BOLT
BASE PLATE, LEVEL ON TOP OF CIP
WALL A, SEE DETAIL THIS SHEET
HEX COUPLING NUT
CIP WALL A
(3) #4 11 TIES
GALVANIZED STEEL "J" ANCHOR BOLT,
TYP., SET VERTICAL AND PLUMB
#6 X 1' -6" ANCHOR BAR,
EA PAIR OF AB
DECORATIVE ART POLE 'C'
FOUNDATION & GROUT PAD DETAIL
NTS
q OF DECORATIVE ART POLE
III
#4F]- I CAP ® 18"
a 1.5"
FINISH GRADE, CLR FACE OF CIP WALL A, B OR C
1.5"
CEMENT `V CONCRETE CLR #5 ® 12" EACH FACE, EACH WAY
w SIDEWALK OR • •
a PLANTING FINISH GRADE, CEMENT CONCRETE
AREA, TYP. SIDEWALK
TOP OF FOOTING
ELEVATION, SEE • •
SHEETS 270 -271 I II
z
°o-
M V Hil
• • • • N
SUBGRADE, TYP. III 111 111 #5 CONTINUOUS LAP 2' -6"
30"
TYPICAL CIP WALL STRUCTURAL FOOTING DETAIL
NTS
q OF
6#6 VERT I w DECORATIVE ART
POLE DECORATIVE ART POLE WITH GROUND
HAND HOLE AT DECORATIVE ART POLE WITH GROUND WIRING, SEE DETAIL SHEET 274
2' -0 "DIA N DECORATIVE ART POLE 'C' WIRING, SEE DETAIL SHEET 273 -274
DRILLED SHAFT-----/o
ELEVATION Z °
DECORATIVE ART POLE 'C' FOUNDATION AND
BASE PLATE, SEE DETAIL THIS SHEET
D!
POLE & I-- °
#4
FOUNDATION CAP ®18"
L0 Ln CIP WALL A, SEE DETAIL THIS SHEET n�
0 o AND SHEETS 270 -271 ,
a a
Q FINISH GRADE, CEMENT
�Q o o CONCRETE SIDEWALK FINISH GRADE, CEMENT CONCRETE
SIDEWALK
#4 #5 ® 12" EACH FACE,
p c EACH WAY
• I • III —III III —III
FOUNDATION, SEE DETAIL #5 ® 12" O.C.
z III I I_ THIS SHEET
- - POLE & b III1
FOUNDATION CONDUIT /WIRING, SEE
• I III ( I DETAIL SHEET 274
11-011 #6 z
m �
OPTIONAL JOINT
—_III CONDUIT SLEEVE, SEE
DETAIL SHEET 274
w
UNREINFORCED V -6" UNREINFORCED
THICKENED FOOTING 2' -6" THICKENED FOOTING
SECTION SECTION E -E' SECTION F -F' T=3430212
DECORATIVE ART POLE FOUNDATION DETAIL DECORATIVE ART POLE'' CONDUITMIRING AND FOUNDATION AT WALL A DETAIL
NTS NTS
4 1 hlt j'Sy„ SURVEYED: KPG
DRAWN BY: ET BRIGHT ENGINEERING, INC. Al '} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 272
SiRUCNflPL 'C NII ENGINEERING
BID S GRADY WAY TO S 2ND ST PROJECT NO. TED40343
DESIGN BY: PH 0
�) Public Works Department
;y, ( 1809 7tH AVENUE FED AID NO. - CM0167(048)
,t,; ' "Ib� CHECK BY: AB S° "1100 DOCUMENTS
c ",%`~ SEnrru =, WA 98101 APP V DFOR CONSTRUCTION STRUCTURAL DETAILS DATE: NOV 2011
PROJ MGR: JF (206)625-3777
SS70:VAL 4: � �n FAX: (206) 625 -1851 BY: DATE:/ 14i /2 SHEET NO. 272 OF 304
NUMBER REVISION DESCRIPTION BY APP. DATE e� FILE: 0655DSTRC01.dwg -y'
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