HomeMy WebLinkAboutTED4003450.38392.23
OVERFLOW ELEV. = 3�-
4" 0 ELBOW
390.33
ELEV-396.36
1.25" -4. ORIFICE
4"0 ELBOW
389.28
ELEV-3189-29z.
-
4-554ORIFICE
1.56"
CLEANOUT GATE: SHEAR GATE
8"O - D I AMETER M I N. ( SEE
DETAIL THIS SHEET)
Cal 2 Working Days Before You Dig
1-800-424-5555
Unties Underground Location Center
(ID,MT,ND,OR,WA)
382.76
GRATING
HANDHOLDS
STANDARD GALVANIZED
STEEL LADDER/STEPS
18="0 STANDPIPE
18"0
PIPE SUPPORT (SEE NOTE 3) 3"x
.075" ALUMINUM OR .079" STEEL
OUTLET PIPE SEE
NOTES 5, 6.
18"o S.D
z 2' MIN
o I E-384.81
5 18"o
OVA
F
0
I
SECTION A -A
ELEVATION
SCALE: 1 "=2'-0"
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RFNTON JOB NO.
0
PLAN VIEW
SCALE: 1 "=2'-0"
BOTTOM OF 1' SECTION OF
FROP-T ATTACHED BY
GASKETED BAND TO ALLOW
REMOVAL.
RESTRICTOR PLATE
WITH 1.86"o ORIFICE
1.00"0
REMOVABLE W)' Tr"
COUPLING
40
PLATE W I . I I
ORIFICE AS
SPECIFIED
A
[ELBOW DETAIL
NOT TO SCALE
NOTES:
1. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2,
54" MINIMUM DIAMETER.
2. FOR DETAILS SHOWING GRADE RING, LADDER, STEPS, HANDHOLDS,
AND TOP SLABS, SEE STANDARD PLAN "MISCELLANEOUS CATCH BASIN
DETAILS".
3. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF THE SAME
MATERIAL, AND BE ANCHORED AT 3' MAXIMUM SPACING BY 5/8"
DIA. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN
WALL.
4. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060"
ALUMINUM, OR .064 ALUMINIZED STEEL, OR .064" GALVANIZED
STEEL PIPE: IN ACCORDANCE WITH AASHTO M 36, M 196, AND M
274. GALVANIZED STEEL SHALL HAVE TREATMENT 1.
5. OUTLET SHALL BE CONNECTED TO CULVERT OR STORM PIPE WITH A
STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR
GROUTED INTO THE BELL OF CONCRETE PIPE.
6. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL
BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH AN
8" MINIMUM DIAMETER.
7. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND GATE.
C. FRAME IS CLEAR OF CURB (IF ANY EXISTS).
8. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE
SIDE OF RISER TO ASSURE LADDER CLEARANCE. SIZE OF ELBOWS
AND PLACEMENT TO BE DETERMINED BY THE ENGINEER.
9. RESTRICTOR PLATES WITH ORIFICE AS SPECIFIED IN THE CONTRACT
PLANS. OMIT PLATE IF FOR OIL POLLUTION ONLY. SPECIFIED
OPENING TO BE CUT ROUND AND SMOOTH.
10. CLEANOUT/SHEAR GATE:
- ALUMINUM ALLOY PER ASTM B-26-ZG-32A OR CAST IRON ASTM
A48 CLASS 30B AS REQUIRED.
- LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE
HOOK AS REQUIRED.
- NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING
FLANGE AND GATE FLANGE.
MATING SURFACES OF LID AND BODY TO BE MACHINED FOR
PROPER FIT,
FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAMETER STAINLESS
STEEL.
11. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ON DWG.
D-27 ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL
SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT
CIRCLE FOR BOLTING TO THE FLANGE CONNECTION.
12. CLEANOUT GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING AS
SHOWN ON "MAX OPENING OF GATE" ON DWG. BR05 BY LIMITING
HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE.
345038
1 SECOND SUBMITTAL ESM 01/31/200 SURVEYED: SCALE: VERTICAL NAVD isaa
2 THIRD SUBMITTAL ESM 10/22/201 1 "=10" HORIZONTAL: NAD 1983/1991
DESIGNED
3 FOURTH SUBMITTAL ESM 12/06/201
4 MYLARS ESM 12/22/201 DEW"
E�.
CLC I ONE INCH DATU M
5 CONSTRUCTION SET ESM 02/24/201 CHECKED:
AT FULL SCALE
IF
APPROVED:
NO, REVISION DATE APPR SCALE ACCORDINGLY
NOT ONE INCH
MAXIMUM OPENING OF GATE
LIFT HANDLE SHALL BE ATTACHED PER
MANUFACTURER'S RECOMMENDATIONS
rywn
SIX EVENLY SPACED HOLES FOR
BOLTING TO FLANGE CONNECTION
\ LEVEL LINE
FRONT SIDE
HANDLE WITH LOCK PIN
kDJUSTABLE LOCK HOOK
KITH LOCK SCREW
ROD OR TUBING,
RIABLE LENGTH
LIFT HANDLE
NOTES:
1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48
CLASS 30B AS REQUIRED.
2. GATE SHALL BE 8" DIAMETER FOR PIPE 12 INCHES OR LESS IN DIAMETER, 12"
DIAMETER FOR PIPES GREATER THAN 12".
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING THROUGH FLANGE.
4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF
COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD.
5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP
TAB, OR SOME OTHER DEVICE.
6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE
FLANGE.
7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT.
8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAMETER STAINLESS STEEL.
9. ALTERNATE SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET
THE MATERIAL SPECIFICATIONS ABOVE.
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
AND/OR /SU EYIN� PRA�CF
JON��i'A14 D. KARN ' N0.�4195�9
DAT VLEL.
CITY OF GLADCO DEVELOPMENT, L.L.C.
RENTON ROSEWOOD HIGHLANDS
Planning/Building/Public Works Dept. DETENTION VAULT DETAILS AND NOTES
PAGE
DRAWING NO:
PN-02
SHEET: OF:
16 31
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,JOB NO.: 1352-001-006
DWG. NAME:
PN-02
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
10/19/2011
DATE OF
PRINT:
PN-02
16 OF 31 SHEETS
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