HomeMy WebLinkAboutSWP2702264.15o NOTE: SEE GRADING PLAN SHEET 8 FOR
o PLACEMENT OF PRECAST CONCRETE
+ CURBS EACH SIDE OF SPLITTER STRUCTURE
a
SAFETY Cf) 1
12'-6 5/8" 1 1'-4" V T.O. WALL
CHAIN 0 lr "t RAILING, GRATING PLANKS
EL. 92.0
& SUPPORTS; SEE SHEET 18
EMBEDDED 3 821 10'-0" 8"
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_ ` WEIR ONLY;
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/ & SUPPORTS; SEE SHEET 18
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----
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APPROX LOCATION OF 15"0��`-'J
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RAILING, G(ANG PLANKS
& SUPPOF3lE SHEET 18
EL. 91.5 _lit - _ ' EL 91.5
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SLOT DETAIL
1 SLOT REQ'D W/ GUIDES AS SHOWN (EAST WEIR)
1 SLOT REQ'D W/O GUIDES AS NOTED (WEST WEIR)
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EL. 91.5 SECT D-D
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EL. 83.5 SECTS C-C & D-D
o EL. VARIES SECT E-E
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I
1'-4" 8" ---PLACE AGAINST
UNDISTURBED SOIL
C-C,D-D,E-E
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1 /2„ - 1,-0„ A p % A
Engineers and Scientists
Bellevue„ Washington
TEL: (425) 602-4000
FAX: (425) 602-4020
u n -rvn
CORNER DETAIL
0 2'
ICI I I
1 /2" = 1
EL. 92.0
EL. 83.5
EL. 82.5
LOCATE & AVOID 15"0 D.I.
SS PIPE UNDER FTG
Dob226 OE
ExPiREs 3-3099
NOTES:
1. FOR STANDARD CONCRETE AND REINFORCEMENT DETAILS
NOTES AND ABBREVIATIONS, SEE SHEET 13.
2. FOR SPLITTER STRUCTURE GRADING PLAN, SEE SHEET 8.
3. FOR SPLITTER STRUCTURE MISC. METALS, SEE SHEET 18.
4. ALL HORIZ CJs BETWEEN WALLS AND SLABS AND VERTICAL
CJs BETWEEN EXTERIOR WALLS SHALL HAVE WATERSTOPS.
EXTEND ALL VERTICAL WATERSTOPS 6" INTO SLAB AND TO
6" BELOW TOP OF WALL. SPLICE ALL WATERSTOP JOINTS
PER MANUFACTURER'S RECOMMENDATIONS.
0 4' 8'
III I I I I I I I
1 /4„ - 1 ' - 0"
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rN
asP --.2 221KO
SCANNED �'Al? 3 0 Z000