HomeMy WebLinkAboutR-419310V0
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I I 7, 65f SF
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/ 7'APP/E
12 VENT PIPE (TYP) - � - -
/ I \456.24
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1 B"APP� i
CONTROL STRUCTURE
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B I 1456,241 \ `-
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o
' 455.94
\ 455.94 d
----------------------
-------------------
SEE DETAIL THIS SHEET
452.5-6\
REMOVABLE WATERTIGHT
COUPLING OR FLANGE -
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u
LEI1� o0
456.24
N89°51'03"W 178.00
VA UL T - INTERIOR DETAIL
2' MIN. CLEARANCE TO
ANY PORTION OF FLOW RESTRICTOR
TEE INCLUDING ELBOWS
2" MIN.
ELBOW RESTRICTOR,
SEE DETAIL AND NOTE 10
6" MIN.
6" MAX.
PLATE WELDED TO ELBOW WITH
ORIFICE AS SPECIFIED, SEE NOTE 3
ELBOW RESTRICTOR DETAIL
��� fir\
I/�_ _ II I
III 1 / I) �
� / / ANGLE AS /
�'�/ NECESSARY, /
SEE NOTE,7
2' MIN, `�---��/
ELEVATION PER PLANS
12" MIN. UNDER
PAVEMENT
16" MAX.
6" MIN.
ELBOW RESTRICTOR,
SEE DETAIL AND NOTE 10
PIPE SUPPORTS, SEE NOTE 6 -
1.5 x D
MIN.
T
456.73 D
�° /E�i5E53 I
OUTLET PIPE, SEE
NOTES 1 & 5
INVERT AND
ELEVATION PER PLANS
12" SECTION OF PIPE ATTACHED BY
GASKETED BAND TO ALLOW REMOVAL
DRILL OR MACHINE CUT 7/16' O
454.73 ORIFICEdIN WELDED
RESTRICTOR END PLATE
PLAN VIEW
ADDITIONAL LADDER RUNGS (IN SETS) TO
ALLOW ACCESS TO TANKS OR VAULTS
WHEN CATCH IS FILLED WITH WATER
FRAME & SOLID COVER MARKED "DRAIN" WITH
LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50
DESIGN WATERQ
SURFACE
12" (TYP.)
- 2' MIN.
2'
o MIN.
2'
MIN.
12" j
FEL
RISER ELEV 463.22- 3.38
MAX. W.S ELEV .3,8
HANDHOLDS, STEPS, OR LADDER
SEE NOTE 9 (TYP.)
INLET PIPE
- SHEAR GATE WITH CONTROL ROD FOR
CLEANOUT/DRAIN (ROD BENT AS REQUIRED
FOR VERTICAL ALIGNMENT WITH COVER)
PER STD. PLAN 237.30
NOTES: SECTION A
1. USE A MIMIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN.
2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW.
3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5.
4. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB -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".
6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-0" VERTICAL SPACING).
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER.
9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING
TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE.
10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 237.00
o PUBLIC WORKS FLOW CONTROL STRUCTURE - DMSW.edby: `�I� DEPARTMENT RESTRICTOR TEE artin Pastucha 8/13/20
... DATE
CONTROL STRUCTURE
NTS
NO.
470
mm
450
I I 7," SF 1 i ❑
- - - -
to
/ 7'APP/ E \ I I I
/ 46'
12" WNn�,4770V
PRE------------------------------------- ------
\` \ 6" If-462.54
>--------------------------------
12" IkENRA nON
456. 0
1 B" APPLE 1�� P/PE
12„ lE 460.
24" MANHOLE ACCESS 24" MANHOLE ACCESS
R/M-4ff-89-465.46 RIM 46F-E,-467.67
7777
-- --- 466 ----�
N89°51'03"W 178.00
VAUL T - EXTERIOR DETAIL
PROPOSED GRADE (TYR)
ACCESS
ACCESS
EX/STING GRADE (TYP.)
RISER
RISER
- -
_1
TOP OF LID 464.72
22t!r-
- _
J�i
BOTTOM OF L/D 463.72
MAX WA TER SURFACE 463.22
-
-
J i
6» 1E 462.54143
12" lE
456.70
44'
12 /E -
.
BOTTOM OF LIVE
.STORAGE 456.59
456.24
455.94
455.94
5" THICK
SLAB
VAUL
TA A
HORIZ. SCALE-
1" =10'
VERT. SCA
E.- 1 "-5'
REVISION
0+50
SURVEYED: XXX
DESIGNED; SHM
DRAWN: SES
CHECKED: SHM
BY DATE APPR APPROVED; SHM
4-26-2023
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SCALE: 1" = 10'
0 5 10 20
470 470 PROPOSED GRADE (TYR) 470
EXISTING GRADE (TYR) . .
. 228'.
2.28, TOP OF LID 464.72
BOTTOM OF LID 463.7
MAX WATER SURFACE 46J22
460 460 "' 460
o .
14'11 BOTTOM OF LIVE
5" THICK �94
TORAGE 456.59
SLAB 455 456.24
450 450
1+00
452.
PROJECT NO. 21019
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
c 0 a
�zm�
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
HORIZONTAL NAD 1983/1991 Ad=t16CITY OF
' RENTON
DATU M
Planning/Building/Public Works Dept.
VAUL T B--B
1 HORIZ. SCALE.• "-10'
INERT. SCALE- 1 '=5'
0+50
RECORD DRAWING R-419310
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DETENTION VAULT DETAILS
NOV 2021
FIELDBOOK:
PAGE:
DRAWING NO:
C4.31
SHEET: OF:
10
15