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NOTES:
1)
HANDRAIL TO MEET CITY
2)
PROVIDE 1-1/2" INTERMIE
IF LENGTH OF RAIL EXCE
3)
PROVIDE SHOP DRAWIN(
LENGTH, COATINGS, BAS
ALL OTHER HARDWARE 1
4)
ALL METAL AND HARDWE
PAINTED BLACK.
1-1/2" SCHEDULE 40 STEEL
RAIL. GALVANIZED AND PAIN
BL,
BASE FLANGE FOR 1-1/2" F
INSTALL PER MANUFACTU
RECOMMENDATI(
PAINT TO MATCH F
ANCHOR BOLTS
BASE FLF
MANUFACTI
RECOMMENDA'
CONCRETES
HAND RAIL
3/4" = 1'-011
1-1/2" DIAMETER SCHED 40 STEEL
MID RAIL.
1-1/2" DIAMETER SCHED 40 STEEL
PIPE HANDRAIL.
FOR PAINTING AND FINISH.
12" , 48" O.C. TYPICAL
INTERIM POSTS
00
(V ��
M
0O TYPICAL
3" RADIUS F�t;
Cl)AT ENDS.
II II
u IIQ
M
12"
DIA.
3X3X1/2" STEEL PLATE
WELDED TO BOTTOM OF
RAIL, TYPICAL.
HAN D RAI L AT RAM P
1 /2" = V-0"
third place.--d-.esign
1 CITY CORRECTIONS 1
co-operative
where architecture meets community
304 Alaskan Way S., Suite 301
Seattle, WA 98104 NO. REVISION
79"
EXTEND 12" MIN. LEVEL
DISTANCE TO LANDING
SURFACE BEFORE RETURNED.
WELDED AT INSIDE OF
HANDRAIL SYSTEM. CENTER
OF GUIDERAIL AT 3" ABOVE
FINISHED GRADE.
12" DIA. FOOTING, TYP.
6" THICK CRUSHED
ROCK BASE, TYPICAL.
BC 111.7.19
BY I DATE I APPR
READS @ 12"
ISERS @ 7"
NOTES:
1) ALL RAILS AND POST TO BE 1-1/2" DIA. GALV. SCHDL. 40 STEEL
2) ALL HARDWARE TO BE GALVANIZED
SURVEYED: SCALE:
LANKTREE
1 "=20'
DESIGNED:
TPDC
DRAWN:
BC
CHECKED:
BC/PH
APPROVED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DIAMETER HANDRAIL
X1" GUIDERAIL
IA. FOOTING, TYP.
ICK CRUSHED
ROCK BASE, TYPICAL.
VERTICAL. NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-408523
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 01 /03/2020 %jl
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
CONSTRUCTION DETAILS
DATE:
06/17/19
FIELDBOOK:
PAGE:
DRAWING NO:
L-1.10
29 35
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