HomeMy WebLinkAboutSWP2702264.17U)
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6"
17'-6„
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6'-6 1 /2"
6'-6 1 /2" 4
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T.O. WALL
EL. 114.8
6„
d I
I I
24'-0" REF
1'-3"
3.86 �
6"
8'-0" TYP REMOVABLE
2 1/2" 7'-1" REMOVABLE
I 1 14.5`
EL. 112.0
HANDRAIL 2 PLCS
2 PLCS
HANDRAIL
AT LADDER
DOUBLE POST SOCKET
I
7"
W/ (2) BOLT TABS;
SEE DETAIL THIS SHEET
,
0
n n
SINGLE POST SOCKET
'--PL 1/4 X 3" X 2'-5"
-I
W/ (1) BOLT TAB
W/ ANCHORS AS SHOWN
T.O. WALL
T.O. WALL
EL. 107.6
EL. 107.6
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PL1/4X3 X11
III
u
_
-'
W/ ANCHORS 8" C/C
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TYP ALL HANDRAIL
-
00
---------------------------------------------------------------
--------------------------
I I1 III-1 I I-1 I I=1 I-
I=III-1
III
I II
-
I
BASE PL'S AT TOP
DOUBLE POST SOCKET
11
—
I
�I
Z
OF SLOPING WALLS
W/O BOLT TABS
N
GROUND LINE
BEYOND REF
SINGLE POST SOCKET
LADDER
r'
Q
W/O BOLT TAB
I
�
LADDER PER SHEET 18
T.O. SLAB
EL. 100.1
T.O. SLAB
EL. 100.1
LADDER
& REMOVABLE HANDRAIL
ARRANGEMENT
FIXED HANDRAIL & LADDER ARRANGEMENT
INSIDE OF
FISH LADDER STRUCTURE
LOOKING SOUTH
INSIDE OF FISH LADDER STRUCTURE
LOOKING WEST
51'-9" REF
3'-5" REMOVABLE
7'-1"
REMOVABLE HANDRAIL
8'-0" TYP REMOVABLE HANDRAIL 2 1 /2"
HANDRAIL AT LADDER
5 PLCS
6 PLCS
6"
18'-0"
6"
7"
I
DOUBLE
POST SOCKET W/
I
BOLT
W-n"
W-n"
SEE
DETAILAB THISSHEET
SINGLE POST SOCKET
W/ (1) BOLT TAB
T.O. WALL
EL. 116.2
EL. 115.17f
T n 1Al A 1 I
Lj
II IIII III,
Liuu
------------- ---------------------------------------------------------
DOUBLE POST SOCKET
W/O BOLT TABS 3 PLCS
LADDER
FIXED HANDRAIL ARRANGEMENT EL. 107.3 LADDER & REMOVABLE HANDRAIL ARRANGEMENT
NSIDE OF FISH LADDER STRUCTURE LOOKING EAST INSIDE OF FISH LADDER STRUCTURE LOOKING NORTH
2 1 /2" 1 1 /2" STD PIPE REMOVABLE
BOLT 1 /2"� X 1 3/4" LG HANDRAIL TYP
WITH NUT AND
WASHER ' , ���
I I I I
I I I I
I ,
I
T.O. CONCRETE
PL 1 /4 X 2 1 /2
PL 1 /4 X 2" ii ii i ii X 8" LG WELDED
WELDED TO ii ii i ii EA SIDE
PIPES TYP
IIII I 2" STD PIPE
00 ii i ii i ii X 8" LG TYP
II IIII II
PL 1 /4 CLOSURE
II IIII II
II IIII II
II IIII II
3/8"0 BAR X 1'-0" LG
WELDED TO BOTTOM OF
CLOSURE PLATE (8"
NOTE: SINGLE POST SIMILAR; BOLT TABS REQ'D. LG FOR SINGLE SOCKETS)
ONLY WHERE SHOWN IN HANDRAIL ARRANGEMENTS
EMBEDDED DOUBLE POST SOCKET o 4"
FOR REMOVABLE HANDRAIL I 1
DETAIL 1
D-??641!
APPROVED
BY DATE
Engineers and Scientists
Bellevue, Washington
TEL: (425) 602-4000
FAX: (425) 602-4020
'- -v"l 1 6"
T n IA/ AI I
T.O. WALL - EL. 115.17f
EL. 114.8 I!I
RESTORE ORIGINAL
EMBANKMENT ELEVATION
& CRUSHED GRAVEL
SURFACING
FE
R
FIXED HANDRAIL & LADDER ARRANGEMENT
INSIDE
OF FISH LADDER STRUCTURE LOOKING WEST
NOTES:
1.
MATERIALS NOT SPECIFIED ON THE DRAWINGS SHALL BE IN ACCORDANCE
WITH THE SPECIFICATIONS.
2.
ALL WELDED CONSTRUCTION, UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
3.
ALL STEEL SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH
THE SPECIFICATIONS.
4.
DO NOT PAINT SURFACES EMBEDDED IN CONCRETE.
SOCKET
B 5.
ALL STEEL PIPE HANDRAILS AND LADDERS SHALL BE GALVANIZED AND
SHALL CONFORM TO OSHA STANDARDS.
6.
ALL SHARP EDGES SHALL BE GROUND SMOOTH.
7.
ALL WELDS SHALL BE 3/16" CONTINUOUS FILLET WELDS, E70XX ELECTRODE,
-OP)
UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
8.
FURNISH ALL CONCRETE EXPANSION ANCHORS AND CONNECTION BOLTS WHERE
SUCH ARE REQUIRED. DIAMETER OF HOLES SHALL BE 1 /16" LARGER THAN
ANCHORS AND BOLTS INDICATED UNLESS NOTED OTHERWISE.
9.
ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS OTHERWISE
SPECIFIED ON THE DRAWINGS.
10.
ALL STRUCTURAL CONNECTION BOLTS SHALL CONFORM TO ASTM A325
UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS.
11.
ALL STEEL PIPE HANDRAILS SHALL CONFORM TO ASTM A53, SCHEDULE 40.
12.
ALL EMBEDDED METALS SHALL BE FABRICATED WITH 3/8" DIAMETER HOLES
AT 2'-0" O.C. (MINIMUM 2 HOLES PER LEG) FOR ATTACHMENT TO CONCRETE
FORMS PRIOR TO APPLICATION OF REQUIRED FINISH. ON METAL GREATER
THAN 3" IN HEIGHT, STAGGER HOLES.
13.
ALL GRATINGS AND FRAMES SHALL BE GALVANIZED AFTER FABRICATION.
14.
STRUCTURAL STEEL SHALL CONFORM TO ASTM A36.
15.
ALL FABRICATED METALWORK SHALL BE PROVIDED WITH ADJUSTABILITY FOR
CONCRETE TOLERANCES.
SCALE 0 3 6 FEET
3/8" = 1'-0"
EXCEPT AS NOTED
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