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6" 17' -6" 9' -0"
6' -6 1/2" 6' -6 1/2" N! 4,_6" 1,- 6.,
i T.O- WALL I ,
I EL 114.8
24' -0° REF ' I
1' -3" 3 -86 a 1 T.O. WALL
6" 8' 10° TYP REMOVABLE 2 1/2" 7' -1" REMOVABLE 1 14:5'~ EL 112.0 EL. 116.2
HANDRAIL 2 PLCS 2 PLCS HANDRAIL AT LADDER
DOUBLE POST SOCKET " 7" � T.O. WALL _ '_ EL. 115.171
FW/ (2) BOLT TABS; ' -- EL. 114.8 - ' I1 =1 - 11I -1I1 =1 "-
SEE DETAIL THIS SHEET _ - II, I"
o I
SINGLE POST SOCKET -----PL 1/4 X 3° X 2' -5° -
W/ (1) BOLT TAB W/ ANCHORS AS SHOWN
II RESTORE ORIGINAL
T.O. WALL T.O. WALL N - I - EMBANKMENT ELEVATION
.EL. 107.6 EL. 107.6 �i PL 1/4 X 3" X 11° EL. 111.3 - 4 & CRUSHED GRAVEL
u - - SURFACING
W/ ANCHORS 8" C/C
IL
- ----------------------------------------------- _--- - - - - -- ------------------- - - - - -- - - - ® TYP ALL HANDRAIL 11= 1111111IIIIIIIIIIIITI111 I11
E 1I IE I I-11 P I'- � 1 11 L =11I I L I BASE PCS ki TOP _ I i i =1I I� 11 =1''
GROUND LINE
DOUBLE POST SOCKET Z OF SLOPING WALLS BEYOND REF
W/O BOLT TABS
LADDER PER
N GROUND LINE SHEET 18
BEYOND REF
I to
SINGLE POST SOCKET LADDER u
W/0 BOLT TAB a- EL. 107.3
cn
LADDER. PER SHEET 18
T.O. SLAB T.O. SLAB
EL. 100.1 EL. 100:1
LADDER'& REMOVABLE HANDRAIL ARRANGEMENT I FIXED HANDRAIL & LADDER ARRANGEMENT FIXED HANDRAIL & LADDER ARRANGEMENT
INSIDE OF FISH LADDER STRUCTURE LOOKING SOUTH INSIDE OF FISH LADDER STRUCTURE LOOKING WEST INSIDE OF FISH LADDER STRUCTURE LOOKING WEST
NOTES:
51' -9" REF I 1. MATERIALS NOT SPECIFIED ON THE DRAWINGS SHALL BE IN ACCORDANCE
WITH THE SPECIFICATIONS.
S -5" REMOVABLE �� __� I 7' -1" REMOVABLE_ HANDRAIL 8' -0" TYP REMOVABLE HANDRAIL 2 1/2° 2. ALL WELDED CONSTRUCTION, UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
HANDRAIL AT LADDER I 5 PLCS 11 6 PLCS
6" 18' -0" 6" 7" DOUBLE POST SOCKET W/ " " I 3. ALL STEEL SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH
I (t
6' -0" i SEE DETAIL 1 THIS SHEET (2) BOLT TABS 3 PLCS;
6' -0° THE SPECIFICATIONS.
SINGLE POST SOCKET
T.O WALL W/ (1j BOLT TAB SINGLE POST SOCKET 4. DO NOT PAINT SURFACES EMBEDDED IN CONCRETE.
. I I �I. II II
EL 116.2 W/0 BOLT TAB 5. ALL STEEL PIPE HANDRAILS AND LADDERS SHALL BE GALVANIZED AND
3.15 - T.O. WALL SHALL CONFORM TO OSHA STANDARDS.
17.6 1
- „ I EL. 116.2
6
_ 6. ALL SHARP EDGES SHALL BE GROUND SMOOTH.
- IIrlI1= 11I- 1I_I -1II Ii lal i�I aoa ��
EL. 115.171
_ _ ________ ---------- ____________ __________________ EL. VARIES 7. ALL WELDS SHALL. BE 3/16" CONTINUOUS FILLET WELDS, E70XXELECTRODE,
11=
'11r=lI=111 r EL 114.71 (® TOP) UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
I-
DOUBLE POST SOCKET 8. FURNISH ALL CONCRETE EXPANSION ANCHORS AND CONNECTION BOLTS WHERE
W/O BOLT TABS 3 PLCS SUCH ARE REQUIRED. DIAMETER OF HOLES SHALL BE 1/16" LARGER THAN
T.O. WALL
ANCHORS AND BOLTS INDICATED UNLESS NOTED OTHERWISE.
GROUND LINE EL. 110.8 9. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307, UNLESS OTHERWISE
BEYOND REF LADDER 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
FIXED HANDRAIL ARRANGEMENT LADDER & REMOVABLE HANDRAIL ARRANGEMENT THAN 3" IN HEIGHT, STAGGER HOLES.
INSIDE OF FISH LADDER STRUCTURE LOOKING EAST EL. 107.3 INSIDE OF FISH I LADDER STRUCTURE LOOKING NORTH 13. ALL GRATINGS AND FRAMES SHALL BE GALVANIZED AFTER FABRICATION.
1 <. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36.
15. ALL FABRICATED METALWORK SHALL BE PROVIDED WITH ADJUSTABILITY FOR
2 1/2° 1 1/2" STD PIPE REMOVABLE CONCRETE TOLERANCES.
BOLT 1/2 "0 X 1 3/4" LG HANDRAIL TYP
WITH NUT AND
WASHER !l�
I
I I
T.O. CONCRETE
PL 1/4 X 2 1/2
PL 1/4 X 2" i iiii i X 8" LG WELDED
WELDED TO iiii e EA SIDE SCALE 0 3 6 FEET
I I I
PIPES TYP a ii a - 3/8" 1' -O"
"" 2" STD PIPE �' POS
00 TL EXCEPT AS NOTED
i I III a X 8" LG TYP OF WA,gN ,�
PL 1/4 CLOSURE
APPROVED CITY OF RENTON
a a
3/8 "0 BAR X 1' -0" LG
a IIII 1 25192 '/r
WELDED TO BOTTOM OF �0.� ��'CISTER�'� w� DEPARTMENT OF PUBLIC WORKS
CLOSURE PLATE (8" : "BY DATE 7'6'%8 �SSrONAL O
NOTE: SINGLE POST SIMILAR; BOLT TABS REO'D. LIS FOR SINGLE SOCKETS) MAPLEWOOD CREEK FISH CHANNEL PROJECT
ONLY WHERE SHOWN IN HANDRAIL ARRANGEMENTS -I- i2 -21-99 MISCELLANEOUS METAL.
DESIGNED: WMD' AND RAILING DETAILS
' EMBEDDED DOUBLE POST SOCKET DATE: 7�1�se FILE NAME: sHEETn '
FOR REMOVABLE HANDRAIL I 4 i -I%,L� DRAWN: WMD,
$W : DETAIL I 3„ l.,-O" Engineers aWashinngtion
n_2j_ jaB� - BEellew e, Washington CHECKED: DPT /,DEP SCALE: AS SHOWN Flo BOOK: aace
I� '(425) 602 -4000 APPROVED:
FAX (425) 602 -4020 NO. REVISION BY APPR. DATE or+wro" ar v "ec wowks SHEET: 17 OF: 22
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'SCANNED MAR g 0 2000
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