HomeMy WebLinkAboutR-3693187CA
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See Detail 'B'
V V V
F
16' -51/2" o. to 0. of hondro i I
5'-6" 5'-6„
,,- V
typical @ post
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F
2' -83/ "
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See Detail
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HANDRAIL PANEL- HP11.07-7 8 HP11.07-7A
1 Req'd, (Each)
Handrail panels are to be fabricated using 11,2' die.
standard black pipe.
Golvonize after fabrication
Weight = 147 lbs. ea.
Grind any
rough edges. I,e
11,2" die. std. black pipe -
3,e" d i a. vent ho I e 1"
out to out of handrail
DETAIL 'A'
1-Bor 15,8' die. x 0' -D1,B'
Center on pipe.
10'-T% " o. to o. of handrail
2'-83/4" 5'-4%" 2,-6„
21 12
V V V
V
Open End typicol @ post
typ '
12
,
V V V V
V V �2;
�'- r
1 : � + X :
i
: „ i :r
- Plate on near side Plate on near side
for HP11.07-7A, Typ. 61,2 61,2" for HP11.07-8A. Typ.
HANDRAIL PANEL- HP11.07-8 8 HP11.07-SA
1 Req'd. (Each)
HondroiI panels are to be fabricated using 11,2" die.
standard block pipe.
Galvanize after fabrication
Weight = 94 lbs. ea.
V = 3,e" die. drilled vent
hole 1" from joint. except
as dimensioned 1n Detail 'B'.
3,8' die. vent ho l e J 21,2
o. to o. of handrail
DETAIL '8'
5"
C� �C
q' 31,q' 1',z' dia. std.
1-BOr ;31,
e" x 31,2" x 9"_ �black pipe
1-Bar are' x 3" x 61,2. • �
316 M
die. holes
SECTION X-X
9.1
41,y' 41,2'
11,2" die. Std. Black
Pipe ITyp.l
1-Bar are' x 71,2" x 9"
I
c
114 31,4" 31,4" 1,4 916 die. Ho I es
1-Bar 3,g' x 3" x 61,2"-J for 1,2" die. bolts
ELEVATION C-C
Kick Plate
See Sheet Rl
I,2" die. BC
Top of -
Walkwoy
NOTES
-Bar 3,e" x 31,2' x 9"
11,2" dip. Std. Block
Pipe ITyp.I
1-Bar %B' x 3" x 61,2"
KICK PLATE CONNECTION
MATERIAL: STRUCTURAL STEEL BARS SHALL MEET THE REQUIREMENTS
OF THE CURRENT A.S.T.M. DESIGNATION: A36.
STANDARD BLACK PIPE SHALL MEET THE REOUIREMENTS OF THE CURRENT
A.S.T.M. DESIGNATION: A53. UNCOATED PIPE SHALL BE USED.
SHOP NOTES: FABRICATION AND ARC WELDING OF STRUCTURAL STEEL
AND HANDRAIL PANELS SHALL BE IN ACCORDANCE WITH CHAPTER 15.
PART 3 OF THE CURRENT A.R.E.M.A. MANUAL FOR RAILWAY ENGINEERING.
OPEN HOLES: AS NOTED. SHOP PAINT: NONE.
GALVANIZING: HANDRAIL PANELS SHALL BE GALVANIZED AFTER
FABRICATION 1N ACCORDANCE WITH THE CURRENT A.S.T.M.
DESIGNATION: A123.
AFTER GALVANIZING ALL ELEMENTS SHALL BE FREE OF FINS, ABRASIONS,
ROUGH OR SHARP EDGES AND OTHER SURFACE DEFECTS.
0
9 R-3693187
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§ FEDAID: STPUL-1276(004) "'""""
°«b "" CITY OF STRANDER BOULEVARD EXTENSION
I
HPP-1276(005) �) BergerABAM<0!
RECORD DRAWINGS 7/31/2014 AS SHOWN ;�.2/0,`/11
CALL 48 HOURS IZ� HANSON '�NNc RENTON PHASE 1, SEGMENT 2A
a" COP Public Works Department
BEFORE YOU DIG 33301 9th Avenue South, Suite 300 „�„ � DATUM pp BNSF BRIDGE NO, 11.07 L.S. 0051
Federal Way, Washington 98003-2600 ,yy Approved For Construction RA-42
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 OCopynghl Honsor. Prolessionoi Services me 20U NO. RE, ISION BY DATE APPR �" "° a'
HANDRAIL PANEL DETAILS (2 OF 2)
� ��"" �nr Robert M. Hanson P.E. Date �198e'231