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INVERT SIPHON INLET - PAN VIEW
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SCALE: 3/8" = 1'-0" �CIIJ
(METRO DATUM: ?28.90)
CAULKING ALONG EL 28.90
VERTICAL INTERFACE
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5/8" 0 BOLTS
TYP
L 1/4- NEOPRENE
GASKET - TYP
SAME AS OPPOSITE SIDE 1/2, STEEL PL
4 -5"x3'-41
PLAN VIEW (METRO DATUM: 125 52)
L 4x4x3/8
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5/8" 0
EXPANSION
BOLTS
TYP
FIELD WELD VERT! AL
ANGLES TO HORIZ
AT CORNERS
1/4" NEOPRENE CAULK ACROSS
GASKET FLOOR
SECTION - PLATE CONNECTION F
SCALE, NONE
These drawings have lR,,,n
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conform -dif �d
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Inf.,,,.t:.e, provided by the
contractor. See original file
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I cop ? es or engineer's
professions!
W1000 (ASTM 572, GRADE 50)
-6" Q 61
- - - - - - - - - -
2'-3 5' BLOCKOUT 4' BLOCKOUT- 1 9" 2'- 6'* 3'- 6
2'- 9 2 -61, 2'-3" l'-3" BLOCKOUT 2" 5' BLOCKOUT 2'-8" 1'-9'* 2' -6" 2'-6" 6'-0" BLOCKOUT
— ------ --------------
#4 STIRRUP
#4 @ 4" 4"
61-4 1 62 4"
4 4-#6 - — 4-#6 TYP 4 2- 6
jt 62" 4" TYR -r-6-
7 #61 z� , 1-
6 6-#6 2
5-#6 7-#6 In 6 1 - 6 (METRO DATUM: 132.8) 4- 6 2 7 (METRO DATUM- 132,B)
#4 @ 2 32.8 3- 6 -2-#6N 2,8 5-#6
4'* 5 #6
52�B EL # 1 - #6
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5-#6
#4 '1' 4 6-#6
#4 @ 4" #4 STIRRUP @
61
6-#6- CONSTRUCPO
5-#6 V-15" 1 - - - - - - - _#4 0 4 -H LT .1 11 5 - #6 3-#6 9-#6 ROUGHENED SURFACE
IRO _V , [
(M T DA 2� 1
Q_ 29 90
7-#6
@ 4" 4
f !(MERO DATUM: 129.90) 10-#6 METRO 129.40 646 -#6 8-#6 WITH WATERSTOP-TYP
CONSTRUCTION JO -NT ROUGHENED U EL 29.40 8-#6 #4 @ 4
i 10-#6
SURFACE WITH WATERSTCP-TYP _2" CLR METRO 130.40 UM: 128�90) i 1-#6 2" CLR
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EL 30AO FIL 28.90 #5 @ 1
- 14 (METRO GAT #5 0 12"
#5 @ 12 11. TYP I 1 -1 .! - f I I,, Cl R T;
1 CILFF TYP -f #6 @ 6" )i 1 2
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#5 DOWEL #5 @ 12' i CLR TYP
#6 @ 12' 0 12" WALLS WWI- #6
12
#5 0 12- i CLR 1 0 6"
TYP 2 TYP
E.W. TYP #5 0 12"
CONSTRUCTION IOINT-,
15
10 12"
R II SURFACE
ii v
12
WITH WATERSTOP-TYP \1 (METRO�DAT-OiMz i 25,52) (METRO DATUM: 125.52), E
ROUGHENED SURFACE GRO > CONSTRUCTION -OINT-�
ROUGHENED SURFAC <
V� W
'L 5 IT , '_TyP
25521 2 H A ER G
El 25 WITH WATERSTOP-TYP
PIN L 25,52, H 1' TYP
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(METRIC DATUM� 12452)
L
(METRO DATUM: 124�52)'j
E 2452
El 24,521 Ll
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DOWELS z
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NOTE'. SEE SECTION A FOR ✓-QT-E: SEE SECTION F FOR
UNIDENTIFIED REINFORCING. UNIDENTIFIED REINFORCING. 0"
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z w w
SECT ION 9 SECTION SECTION SECT! ON rE
SCALE: 3/8" V-0"
SCALE: 3/8" = l'-O" SCALE: 3/8" i'-O" SCALE: 3/8" 1' O"
DESIGNED: - ICHECKED DATE-
DEPARTMENT OF NATURAL RESOURCES
1/13/98
L. BAKAR BRYN MAWR
SYSTEM IMPROVEMENTS
CARRY STRUTHERS ASSOCIATES, INC.
&$& ENGINEERS, T
3150 h Road, Suite 100 NC SCHFDULEA �F71_E —N.
Bellevue, WA 98005-4446 17270 Woodinvi'le Redmond No
E.I. NELSON
DRAWING NO
WA 98072 _ETOM-_lNDEED NOTED
REVISED PER RECORD DRAWING MARKUPS iMKW 12-00 Phone: (425) 519-0300 Woociwl' , -1
CONFORMED I COW 2/98 Fax: (425) 519-0309 Phone: le- 4:5_'.,lENTRAC NO: King County SIPHON INLET STRUCTUR
- APPROVED: E S 104
N REVISION ttA7P'D DATE I
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