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4
3
2
1
A 6 1 1
14'_q'
INVERT SIPHON INLET - PLAN VIEW REVISED -- SEE SHEET S104B r8
SCALE: 3/8" = 1'-0"
WIDX30 (ASTM 572, GRACE 50)
W1000
SECT !ON REVISED - SEE SHEET S10413 A SECTION REVISED - SEE SHEET S104B
SCALE: 3/8" = 1'-0" SCA_E: 3/8" = 1'-0" Iv—_ —
1/4" NEOPRENE CAULK ACROSS
GASKET FLOOR
SECTION — PLATE CONNECTION
SCALE: NONE
(METRO DAT11UIA: 128,90)
2' 5' BLOCKOUT
2'—/
CAULKING ALONG
EL 28.90
6'-0" BLOCKOUT
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VERTICAL INTERFACE
TYP
7—#6 W/STD HOOK 0
Record Drawi
WELD HEADED S
4x43/8
L 4x4x3/8
i
TYR
DD 4—#6
5/8 0 BOUT
yp
.1
5/8" 0
1/4- NEOPRENE
#6 @ 4"
#5
EXPANSION
BOLTS
GASKET — TYR
III
SCALE: //2" = V—D"
TYR
DETAIL
SEE DETAIL 1
SAME AS OPPOSITE SIDE
1/2' 1FE P
HOD 0 WALL
E 2,8
PLAN VIEW
4'-_ '�L
' x,
NEW
(METRO DATUfk 125 52)
ANGLES TO HORIZ
COREL RENT
EL 25.52
AT CORNERS
1/4" NEOPRENE CAULK ACROSS
GASKET FLOOR
SECTION — PLATE CONNECTION
SCALE: NONE
7
yP
SECTION
SCALE: 3/8"
#4 STIRRUPS @ 4"—,,
2' 5' BLOCKOUT
2'—/
1'-9 2'-6" 2'-6"
6'-0" BLOCKOUT
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<
SECTION REVISED SEE SHEET S104B
I rE
TYP
7—#6 W/STD HOOK 0
Record Drawi
WELD HEADED S
been
These drawings have be
modified
modified modified to conform with
#8 LONG 8
DD 4—#6
information provided by the
ADD 2— 5x7
THRU SPAN
contractor. See origih?; file
#6 @ 4"
#5
copies for engineers
DETAIL - STD CORBEL F.
Professional seal.
SCALE: //2" = V—D"
7
yP
SECTION
SCALE: 3/8"
SEE SECTION E FOR
UNIDENTIFIED REINFORCING.
SECTION REVISED - SEE SHEET S104B
SCALE: 3/8" = V-0"
1 -33 36 BLOCKOUT
2' 5' BLOCKOUT
2'—/
1'-9 2'-6" 2'-6"
6'-0" BLOCKOUT
<
<
SECTION REVISED SEE SHEET S104B
I rE
1
7—#6 W/STD HOOK 0
716 W/STD HOOKS
TWO ENDS—TOP & EST
DD 4—#6
ADD 2— 5x7
THRU SPAN
5
2.8) TOP & EST
#5
#4 0 3"
/
TOP & EST
W 0*
9
1
(METRO DATUM 3
DETAIL
SEE DETAIL 1
HOD 0 WALL
E 2,8
FOR STAN
COREL RENT
2—j#5
on
#6 4-
0
ADD #4
STRUCTION JOIN
2 — #6—
1
STIRRUPS @ 3"
OVERFLOW CHAMBER 1
0 OPENED SURFACE
WITH WATERSTOP—TYP
lyp
H
3—#5 @ 6"
U)
#5 @ 12"
STIRRUPS 0 3"
2" CLR
#5 0 12"
DOWELS
#5 @ 6"
U SPAN i 1/2' CUR
TYR
r
INTO WALLS
#5 @ 12"—< 1
f
1 2 TYR
6 DOWELS
1/2" CLIP
T 6 @
TYR #
TYP
#5 0 12"—<
'7z,
(METRO ATHM: 1 52)1
CONST DUCK JOINT
RODS HEN SURFACE
25521 j
f WITH WATER P—TYP
(METRO DATO 124L 2)
#4 TYR
2452
SEE SECTION E FOR
UNIDENTIFIED REINFORCING.
SECTION REVISED - SEE SHEET S104B
SCALE: 3/8" = V-0"
1 JATL
- - - -------- DEPARTMENT OF NATURAL RESOURCES
L BAKAR BRYN MAWR SYSTEM IMPROVEMENTS
ST UTHERs ASSOCIAT I
R INC DRAWN: scale: GARRY . &de ENGINEERS, INC SCALE SCHEDULE A r_1 ENO:
3150 Richards Road, Suite 100
Bellevue, WA 98005-4446 17270 Woodinville- Redmond Rd.
E.11. NELSON
REVISED PER RECORD DRAWING MARKUPS MKW 112-00 Phone: (425) 519-0300 Woodinville, WA 98072 REc6MmENDES NOTED
DRAMNO NO.
-CG H �2/98
7
CONFORMED Fax: (425) 519-0309 Phone: (425) 488-4382 SIPHON INLET STRUCTURE S1 04A
King County 1
APPROVED,
N.. REVISION By IAPP'D� DATE
_�HEET NO OF
V V V
I I u L I U H
@ 12-
z
a'
0
<
<
SECTION REVISED SEE SHEET S104B
I rE
SCALE: 3/8" 1'-0"
1 JATL
- - - -------- DEPARTMENT OF NATURAL RESOURCES
L BAKAR BRYN MAWR SYSTEM IMPROVEMENTS
ST UTHERs ASSOCIAT I
R INC DRAWN: scale: GARRY . &de ENGINEERS, INC SCALE SCHEDULE A r_1 ENO:
3150 Richards Road, Suite 100
Bellevue, WA 98005-4446 17270 Woodinville- Redmond Rd.
E.11. NELSON
REVISED PER RECORD DRAWING MARKUPS MKW 112-00 Phone: (425) 519-0300 Woodinville, WA 98072 REc6MmENDES NOTED
DRAMNO NO.
-CG H �2/98
7
CONFORMED Fax: (425) 519-0309 Phone: (425) 488-4382 SIPHON INLET STRUCTURE S1 04A
King County 1
APPROVED,
N.. REVISION By IAPP'D� DATE
_�HEET NO OF
V V V
I I u L I U H