HomeMy WebLinkAboutSWP2702264.180
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GRIND ALL
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SIDE ELEVATION
1 1/4"
(2) 3/4" X 2" UHMW-PE BARS
X 3'-0" LG; DRILL & TAP
FOR 1/4" SCRE
(12) 1/4" COUI`
ALUM. SCREWS
7/8"0 1
3/4"0 X 6" CONCRETE
EXPANSION ANCHORS TYP
3/16
7/8"0 HOLE
1 1 /2"
SCALE 0 4 INCHES
I C I I I I
3" = 1'-0"
TYPICAL LADDER DETAILS
1'-6 1 /2"
1" TYP I
ORIFICE PLATE
l i i l i i l i i l i i l
1 1 /2" = V-0" 2 REQUIRED
S-WR -27 - 2s64t
FRONT ELEVATION
#6 RE -BAR (3/4"0) RUNG
BAR 2 1 /2 X 3/8
GRIND TOP EDGES SMOOTH
FOR ROPE
(5) 3/4"0 HOLES THRU PL 1/4
ALUM & 3/4" X 2" UHMW-PE
® O
w
U
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0 II
5/8"0 HOLE; GRIND ALL
EDGES SMOOTH FOR ROPE
PL 1/4 ALUM. (6061-T6)
X 1'-6" X 3'-0"
PL 1/4 ALUM. (6061-T6) X
3" X 6" W/ (2) 1 /2" BOLTS,
NUTS & L'WSRS.; REQ'D. W/
ONE ORIFICE PLATE ONLY
BOTTOM HOLES 1 PL ONLY
GRIND 1 /16" R. ® ALL
BOTTOM CORNERS & EDGES
8'-0" MAX. POST SPA_ CING..l
� I
1 1 /n"I STD
'P.
I N
T
TYP.
3/16
I I
I 1
T.O. WALL
I
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�L3 X 2 X 1/4 X
10 1 /2" LG TYP
TYPICAL ]ANDRAIL PETAILS
13 3/4" X 4" 11 GA.
H.D. GRATING PLANKS
LO
N
�I
FASTEN W/ GRATING
MANUFACTURER'S STD
HOLD-DOWN CLIPS
1/4'
T.O. GRATING TO BE
FLUSH W/ T.O. WALL
L4X3X3/8
a W/ 5/8"0 X 6" S.S.
CONC. EXP. ANCHORS
@ 2'-0" MAX SPACING
a
A - A
GRATING SUPPORT DETAIL
FORM FROM 12 GA
2" 1'-3" REF 2" T304 S.S. PL TYP;
EA 6'-3 5/8" LG
BAR 3/8"0 X 6" LG
N ~ 0 T304 S.S.; WELD TO
FORMED CHANNELS
® 2'-0" C/C MAX
Lot i
0 1'
153.74 135.00°
1 1 /2" = V-0"
ORIFICE PLATE GUIDE SLOTS
1 EACH REQUIRED
BAR 5/8"0
2 7/8" X 5" LG
0C) 00
2 1/4" N I
I \
x LO '
IF
d 1 1
\
00
(2) 11 /16"0 4 a
N HOLES FOR 5/8" n
EXP. ANCHORS
3/4"0 HOLE 1 1 /2" PL 1 /2 X 3"
X 7
10" L4 X 3 X
-_--i 3/8" X 10" LG
ORIFICE PLATE LOCKING BRACKETS
1 EACH REQUIRED 0 1'
i l i i l i i l i 11
1 1 /2" = 1'-0"
rA
2'- 10" REF
1'-5" EMBEDDED
-� LADDER RUNGS
(NOT SHOWN)
I
I
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� 1
it
1 1 �2"0 STD
PIPE STANCHION
I
i
i
I I
I I
I
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I I I I
I I I
1/4" GALV SAFETY CHAIN W/
SNAP HOOK & HALF CHAIN
LINK EYE WELDED TO HANDRAIL
ONE END
1 1 /2"0 STD PIPE W/ 3
HORIZONTAL RAILS EA SIDE
PL 1 /4 X 8 WELDED TO
SIDE OF OUTER PLANKS
FULL LENGTH OF PLANKS
6" 3 SPACES @ 2'-0" = 6'-0"_____
1 (6) 13 3/4" X 4" 11 GA
H.D. GRATING PLANKS A
3" MIN
I
6"
a
N
I �
4
/ BOLT TOGETHER W/ 1 /2" A f
A307 GALV BOLTS ® 2'-0" C/C
ZL4 X 3 X 3/8 X 7'-0" LG
(VIEW FROM INSIDE NORTH WALL)
SPLITTER STRUCTURE GRATING & HANDRAIL DETAILS
3/8" STAINLESS STEEL PLATE
MITERED & WELDED AS SHOWN BEND
z C /,I r
i
c
0
I
N 13
Li
cDw
73'-6" B 3'-6"
UPSTREAM ELEVATION
FISHWAY WEIR EMBEDDED PLATE WEIR PLATE ORIENTATION
0 3' B - B
1 1 /2„ — 1 ' — 0"
PLAN
EL. 91.5 °
1 10
T.O. CONC. °10 Z w
p l III II a Q
° R O J
u a_
0 =
u1 1 F-
N I n O
0 0l iil m
° EL. 89.3
0
0
J 1 INITIAL f
v 1 SETTING; 12
z Fo1 i ADJUSTABLE
o i La` i UP OR DOWN
= I .25' OR .50'
i EAST WEIR
I I EL. 85.2
ELEVATION
SPLITTER STRUCTURE
ORIFICE ASSEMBLY
01 1�1 2,
1 /2" = 1'-0"
Engineers and Scientists
Bellevue, Washington
TEL: (425) 602-4000
FAX: (425) 602-4020
PL 1/4 X 4 1 /2"
X 9" W/ (2) CONC
EXPANSION ANCHORS 6"
C/C (ONE POST ONLY)
EL. 91.5
2 5/16"
3/8" STAINLESS STEEL PLATE
BENT TO 1 /2" INSIDE RADIUS
1/4" X 2 11 /16" HEADED ANCHOR
® 12" SPACING, STAINLESS STEEL,
NELSON H4L OR APPROVED.
IETAIL STAGGER PLACEMENT OF ANCHORS
IN THE TWO ROWS.
PLATE DETAIL
0 1'
FLOW
1 1 /2" = 1 ' — 0"
EXPIRES 3-30-99
NOTES:
1. FOR NOTES SEE SHEET 17.
SCALE 0 1
I I I I I
1" = 1'-0„
EXCEPT AS NOTED
APPROVED
p611.11 cat
2 FEET
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