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Know what's below.
Call before you dig.
SLIP JOINTS 6' MAXIMUV�,
SEE DETAIL B 6'
cofzNERS SEE NOTE OF
wius a UBC SEC. 5019.3 1 1 /2
4" MAX
3/4" DIA. ,
ref
fSTD PIPE x
- WALKING":-
xx
x ` SURFACE t
SEE DETAIL A 1 1 /2" DIA. STD PIPE
SLIP JOINTS
5w
TOP OF WALL �
OR SIDEWALK jar w
;aLOr'E TO DRAIN
47
1'-6" or 1�� �1•
NON -SHRINK
` GROUT ra
16 Chi. GALV.
STEEL SLEEVE 4
1'-0" 1'-4„ (3' '.
r%=TAII A
3/4" SCH 40 (sm PIPE)
BAL LISTERS INSERTED
IN HOLE AND TACK
WELDED oPPOSTE
TRAE'F'iC
1 • MATERIAL. FOR PEDESTRIAN HANDRAIL SHALL BE
IJOT DTPPED GALLViNvM STEEL (ASTM 120) AS
APPROVED BY THE DIRECTOR,
2. PROVIDE SUP JOINTS 24 FEET ON CENTER
MAX mu m.
y
3. MAXIMUM .OF -". CLEAR SE'AtYE Bit
4. MONAL.
DETAIL B
STD, PIPE
TYP. 0 EACH POST"
FOR ALL RAIL
SECTIONS
RAILING
HANDRAIL
NOT TO SCALE
RECORD NOTE 10iei2010
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON
INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT
RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS
WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT
AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT
ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
EXISTING -� 3 CONCRETE CURB &
PAVEMENT C6.6 GUTTER
CEMENT CONCRETE SIDEWALK PER
CITY OF RENTON STANDARD DETAILS
F005 SERIES AND F007.
S 27TH STREET HANDRAIL SECTION
STA 28+68.69 TO STA 30+78.94
NOT TO SCALE
AS-BUILTS
SCALE,
VV"ICAI_ HAW IM
DESIGNED:
AS NOTED MWONTAL• NAD 1983/1991
A BRAUN
--
F. KATONA ONE INW DATUM
1 AS —BUILT D RAW I N G E M O 10 6 16 WJ F CHECKED: AT FULL SCALE
W. FIERST IF HOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGI-T
S. COMFORT
0.5'
HANDRAIL PERG
0.5'
CITY OF I-ir-IV I VIN /AU/-NUCIVI Y /AI JrriIINU ULCIV CLCIVICIV I Hri Y iI mnRk.In
SITE IMPROVEMENTS OLDS ":
RENTON PA` RENTON SCHOOL DISTRICT
GRAwIHG NO:
Planning/Building/Public Works Dept. C6.1 Q
PAVING AND ROAD DETAILS
sHEEr: OF*
36 36
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