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S=5.81%
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- - -TG =4
IE =4:
IE =4:
IE =4:
STORMFILTES
TG= 425.00
IE= 420.05 1
IE 417.00 1
MANHOLE:
18 "0
12 "0
18 "0
IDLE.
5 +00 5 +40 5 +80
STORMGATE MANHOLE TO CB #2A
SCALE: 1 " =20' HORIZ.
1 " -5' VERT.
REMOVABLE WATER -
7" TIGHT COUPLING
ELEV NOTED ON MAIN DETAIL
ELEV = 426.50
ELEV = 426.25
PLATE WITH ORIFICE AS �
SPECIFIED
WEIR DETAIL
NOT TO SCALE ELBOW DETAIL
NOT TO SCALE
SEE NOTE 9
EXCERPTS
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SEE WEIR DETAIL ABOVE
CONTRACTOR TO INSTALL FROP —T
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ESM JOB #1670- 004 -013
STRUCTURALLY SECURE.
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EL 426.80—
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7. FRAME & COVER ELEV.
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3.
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4 "0 ELBOW W/
INSTALL BRASS INFORMATION
1 -3/4 °0 ORIFICE
PLATE ON STRUCTURE WALL
EL = 425.70
NEAR LADDER.
CLEANOUT GATE:
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18 °0 FROP TEE
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CONTROLSTRUCTURE
SCALE: 1" = 2'
29, TWP. 23 N., RGE. 5 E, KING COUNTY,
425
420
415
410
405
6 +20
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. CUMP -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.
1 SECOND SUBMrM
2 MYLAR SUBMITTAL
NO.
REVISION
PLAN VIEW
SCALE 1° = 2'
R- 312918
EXCERPTS
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PLAN L- 20.10 -02
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29, TWP. 23 N., RGE. 5 E, KING COUNTY,
425
420
415
410
405
6 +20
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. CUMP -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.
1 SECOND SUBMrM
2 MYLAR SUBMITTAL
NO.
REVISION
PLAN VIEW
SCALE 1° = 2'
R- 312918
NOTE:
EXCERPTS
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