HomeMy WebLinkAboutR-400617NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
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VAULT FOOT
DRAIN (T
1BO V= 416.43
NL-
FRAME AND 24" ROUND
SOLID COVER
MARKED 'DRAIN" WITH
LOCKING BOLTS (TYP.)
1BO V= 412.06
0
0
0
REMOVABLE BAFFLE
TOP 419.00
\IB=
TOM 415.00
412.18
6 "0 PVC PERF.
FOOTIMG DRAIN
412.66f
IBOV 4�9.;Zg 0 PERIMETER
(LOWER CELL)
IBO V= 411.86
5x 10 GRA TE WITH
36" SQUARE ACCESS
HATCH (TYP.)
12" OUTLET
12" PVC VENT TO SURFACE J B �\ N C) FR�7I
WITH SOLID COVER (TYP.) I
VAULT DETAIL
1 "=20'
BETHANY CORNER
FRAME AND 24" ROUND SOLID COVER
MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.)
RIM 427 00
5'x 10' GRATE W/ LADDER & 36 " SQUARE
LOCKABLE HINGED ACCESS HATCH
RIM EL= 427.50 (0.5' ABOVE FINISH GRADE)
AS -BUILT
"I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVAT7ONS,
DEP7HS, PIPE SIZES, AND AS -BUILT COMMEN7B, ACCURA7FLY REFLEC7B N
EXIS77NG FIELD COND177ONS AS DE7FRMINED BY ME OR UNDER MY N
DIRECT SUPERVISION ON 7N/S DATE. 051181202 1." �
C)
O
ASPHALT ACCESS Cfl
T
FINISHED GRADE
CONC. SIDEWALK
CONC DRI VEWA Y
10:1 SLOPE
RAMP
I
TOP OF/VAUL T\//\//\\\//\//\\\\\\\\\\\\\\\\\ 2� SLOPE
425.00 (TYP.)
423.65-:�-�-r Top = ff --- ------------------------ -
OF_ DETENTION----------------------------------------------------- - \
OJ i W ___-----------------------------------------t---------------------------------------F- --- 6» PERF. FOOTING
______________ DRAIN (TYP).
p 0.50' FREEBOARD a CONNECT TO EX CB 3
is 0 4�i 'gyp W / EXISTING GRADE
I to h o m h o 12" CONTROL
STRUCTURE
EL. 418.00 W.Q. DESIGN L - _ _ 12" OUTLET 1E=99-
------------------------WSS-fiB-Be = 41a15
L.
E 4f6.57 % \ 12" INLET�lE5416.00
SECTION A -A
\ ��a
1.5' SEDIMENT STORAGE (TYP.)
- - -
- - - - - - - - - - - EL. 413.00
\-----5q MIN �51 MIN EL. 5
412.66
1. 0' A VERAGE
SEDIMENT STORAGE (TYP.)
CONTROL ROD (ROD BENT
AS REQ D FOR VERTICAL
ALIGNMENT WITH COVER) FRAME AND 24" ROUND SOLID COVER
MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.)
0.50 FINISHED GRADE TOP OF DETENTION 7 FREEBOARD RIM 427.00
EL. _ I
423.65
12" CMP RISER
PIPE
PIPE SUPPOR T(S)
(SEE NOTE 4)
418.15 12
IE=-#18619
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRAIN
RESTRICTOR PLATE W/ ORIFICE
(AB) 0 = 0.6875" (') 0. C.
(SHARP EDGED SHOP DRILLED)
FROP DETAIL
FROP NO TES.-
I
I
4" ELBOW Ji
-------------------- ------------------
lEr 421.75 ---- -
OR/FICE 0=1.375"(AB) �� \ -----------------
(1-')(AB) 5.50' (AB) a� \ 0.50' FREEBOARD
DETENTION DEPTH =,
�. u'(AB)
W. Q. DEPTH
TOP OF SEDIMENT
STOR. = 4f:5-56- 413.15
1 "=20'
1. OUTLET CAPACITY: 100-YR PEAK FLOW
2. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED.
GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO
HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE L D. LESS 1/4 "
4. PROVIDE AT LEAST ONE 3'X 090 GAUGE SUPPORT BRACKET ANCHORED TO
CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING)
5. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE
AS SHOWN.
r�
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
C�/GJ/GC/G/
FRAME AND 24" ROUND SOLID COVER
MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.)
RIM 427.00
5 XIO' GRATE W/ LADDER & 36" SQUARE
LOCKABLE HINGED ACCESS HATCH
RIM EL= 427.50 (0.5' ABOVE FINISH GRADE)
\\\\\\\\\\\\\\\\\\X\ / X\\\\\\\\\\\T025 00 (TYP.) \\/�\\ I II K\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\��\\�/�
423.66r fiOP
OF DETENTION
o�
G, 5" WIDE x 7" TALL
ACCESS OPENING
': EXISTING GRADE
\-------------------- - WQ. DESIGN L
----------------- WSS 8-IGNV -
ee
I
Oa 41 & 15
12" INLET IE= 416. 00 k
REMOVABLE BAFFLE 'moo W 12" CONTROL STRUCTURE
SECTION B-B
--------------- ---��
TOP 419.00 0 12" OUTLET /E99418.15
413.15 \ 6' BOTTOM 415.00 6'
0 h3- ee
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
A \77 51 IV, _0.5q 0.5% 51-- MIN
412.661'
1. 0' A VERAGE
HIGH POINT SEDIMENT STORAGE (TYP.)
DETENTION SUMMARY SHEET
STAGE
STAGE
LIVE STORAGE VOLUME CF
WATER QUALITY STORAGE VOLUME CF
STORM
EL.
REQUIRED
PROVIDED
AS -BUILT
REQUIRED
I PROVIDED
I AS -BUILT
TOTAL
423.50
24,794
24 934
6.176
1 11 333
100 YEAR
423.53
24,912
25,052
25 YEAR
423.51
24,826
24,966
24,947
10 YEAR
422.50
24,804
24,944
24,925
2 YEA RT
42T 76
19,950
1 17,046
VA UL T NO TES.-
1. ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY
LOCATION WITHIN THE VAULT, AND AT THE INLET AND OUTLET.
2. IBOV = INSIDE BOTTOM OF VAULT ELEVATION.
J. VAULT GRATE TO INCLUDE 3x3' HATCH DESIGNED FOR EASY OPENING.
4. 49' OF SECOND WATER QUALITY CELL AREA TO BE GRATED FOR VENTILATION.
TOTAL AREA OF SECOND CELL = 1,571 S.F.
TOTAL AREA OF GRATE REQUIRED = 63 S.F.
TOTAL AREA OF GRATE PROVIDED = 100 S.F. (5'x10" GRATE)
D.R. STRONG 7 CITY COMMENTS
CONSULTING ENGINEERS 8 REVISED FRONTAGE GRADING PER GAS MAIN
9 REVISED FRONTAGE PER CITY COMMENTS
ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE
620 - 71h AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS
O 425.827 3063 F 425 827 2423
N0. REVISION
JSM
4.12.19
SURVEYED:
SPF
JSM
12.14.20
DESIGNED:
JSM
JSM
1.15.21
JSM
5.9.21
DRAWN:
CWA
JSM
6.25.21
CHECKED:JSM
BY
DATE
APPR
APPROVE
12"0 FROP REMOVABLE WATERTIGHT
RISER COUPLING OR FLANGE
MAX
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
10'
00
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2' WIDE GRAVEL
IN TERCEP TOR
TRENCH SEE
SHEET C12 FOR
DETAIL AND
SHEET C15 FOR
PROFILE
6'" PERF. FOOTING
CONNECT TO CB 3
APPROX LOC EX 8"
SEWER MAIN 1E t 406
ADJACENT TO VAULT
NO TE:
SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE PROPOSED STORM VAULT MUST BE
SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERMIT APPLICATION WILL BE
REQUIRED FOR THE CONSTRUCTION OF THE VAULT
NTS
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF
=� RENTON
ONE INCH ���
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
R-400617
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W
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DATE: U
BETHANY CORNER 11.29.16
FIELDBOOK: z
VAULT PLAN AND DETAILS PAGE:
DRAWING N0: T
16433 & 16451 111 TH AVENUE SE C17
RENTON, WASHINGTON 98056 SHEET: 17 OF: 19 r'MW'
1 W
DRS PROJECT NO. 16062