HomeMy WebLinkAboutR-376214520
515
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A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA
FIIIF, ,CJP »w
0+00 0+40 0+80
OUTLET TO CB #11
SCALE: 1'=20' HORIZ.
1'=5' VERT.
REMOVABLE WATER—
TIGHT COUPLING
ELEV NOTED ON MAIN DETAIL
x
m
s
PLATE WITH ORIFICE AS
SPECIFIED
ELBOW DETAIL
NOT TO SCALE
CONTRACTOR TO INSTALL FROP—T
AWAY FROM STRUCTURE EDGE TO
AVOID CONFLICT WITH DEBRIS CAGE
FRAME & LADDER OR AND MAKE SURE FROP—T IS
STEPS OFFSET. SEE IN
OTESTRUCTURALLY SECURE.
7. FRAME & COVER ELEV.�'
PER PLAN. y a EL. 504.55
—W.S.E. 504.25
INSTALL BRASS INFORMATION
PLATE ON STRUCTURE WALL f` 4"0 ELBOW W/
NEAR LADDER.^1 1-7/8"0 ORIFICE
EL. = 503.25
6"0 ELBOW W
2-1/8"0 ORIFICE
EL. = 502.80
CLEANOUT GATE: 2'-0' (MIN.)
SHEAR GATE 2.25'
(1.5 x 1.5' = 2.25')
180 S.D.
I.E. = 498.50, 1
STEPS OR LADDE
L-
54"
18"01 S.D.
I.E. = 498.50, 18"0
18"0 FROP TEE
RESTRICTOR PLATE
WITH 1"0 ORIFICE
C.B. #8, TYPE 2-54"0
CONTROLSTRUCTURE
SCALE: 1" = 2'
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.....
0+00 0+40 0+80
OUTLET TO CB #11
SCALE: 1'=20' HORIZ.
1'=5' VERT.
REMOVABLE WATER—
TIGHT COUPLING
ELEV NOTED ON MAIN DETAIL
x
m
s
PLATE WITH ORIFICE AS
SPECIFIED
ELBOW DETAIL
NOT TO SCALE
CONTRACTOR TO INSTALL FROP—T
AWAY FROM STRUCTURE EDGE TO
AVOID CONFLICT WITH DEBRIS CAGE
FRAME & LADDER OR AND MAKE SURE FROP—T IS
STEPS OFFSET. SEE IN
OTESTRUCTURALLY SECURE.
7. FRAME & COVER ELEV.�'
PER PLAN. y a EL. 504.55
—W.S.E. 504.25
INSTALL BRASS INFORMATION
PLATE ON STRUCTURE WALL f` 4"0 ELBOW W/
NEAR LADDER.^1 1-7/8"0 ORIFICE
EL. = 503.25
6"0 ELBOW W
2-1/8"0 ORIFICE
EL. = 502.80
CLEANOUT GATE: 2'-0' (MIN.)
SHEAR GATE 2.25'
(1.5 x 1.5' = 2.25')
180 S.D.
I.E. = 498.50, 1
STEPS OR LADDE
L-
54"
18"01 S.D.
I.E. = 498.50, 18"0
18"0 FROP TEE
RESTRICTOR PLATE
WITH 1"0 ORIFICE
C.B. #8, TYPE 2-54"0
CONTROLSTRUCTURE
SCALE: 1" = 2'
1+20
520
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CONTROL STRUCTURE NOTES:
1. USE A MINIMUM OF A 54 IN. DIAM. TYPE 2 CATCH BASIN.
2. OUTLET CAPACITY: 100—YEAR DEVELOPED PEAK FLOW.
3. METAL PARTS: CORROSION RESISTANT. NON—GALVANIZED PARTS
PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT
TREATMENT 1.
4. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMP—DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE
C. FRAME IS CLEAR OF CURB
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE,
OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D.
LESS 1/4 IN.
6. PROVIDE AT LEAST ON 3 X 0.090 GAUGE SUPPORT BRACKET
ANCHORED TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL
EXPANSION BOLTS OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL
(VERTICAL SPACING).
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN.
CLEARANCE AS SHOWN.
8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS
ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH
BASIN IS FILLED WITH WATER.
PLAN VIEW
SCALE: 1' = 2'
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CHECKED FOR COMPLIANCE TO CITY STANDARDS
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1 SECOND SUBMITTAL ESM /OS 14� 1 "=20'CITY OF
33aoo em wvenue Sown y
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