HomeMy WebLinkAboutR-371825a
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- 92.00'
f N 1 1333' IBOV 402.50) V 1.00'
4 Z O PERIMETER 8'x8' OPENING IN WALL (TYP.)
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w cLc 40.50' \ g• 5X MIN. / / 18" INLET
D! G B 24' MAINTENANCE / O
a- /r 5% MIN. RISER (TYP) 0.5R' MIN. 0.5R MIN. / / O
26.50' (7)P.) _ _ _ _ _ _ _ 5% MIN.
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Y OURE // SR
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IBOV 396.33 ,,,,� 12 "0 VENT.
O c gk' iiI PIPE (TYR)
0 IBOV 397.33 O PERIMETER I LADDER (TYP.)
J 12• INLET
m A
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J
LLJ VAULT DETAIL
LL_ 1. —201
NW 1A SE 1A SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
5x20' GRATE W/ LADDER & 24• SQUARE FRAME AND 24" ROUND SOLID COVER
RIM EL= 41700 MARKED "DRAIN" WI7H LOCKING BOLTS (T)P.)
LOCKABLE HINGED ACCESS HATCH Z_ RIM 417.00
SEE NOTE 3
414.00 TOP
OF DETENTION
i�
of
6" FOOTING DRAIN
EL. 40300 (TYP.)
12- OUTLET
EL. 40300
EL. 398.00 _
EL. 39733
I
26.50'
W._Q__DES1GN L
WS 403.00
1.0' AVERAGE
SEDIMENT STORAGE (TYP.)
0.50' FREEBOARD
8'x8' OPENING IN WALL,
TIP. 2 PLACES SEE PLAN NEW
0.5' MINIMUM
SEDIMENT STORAGE
MID.)
1333'
SECTION A —A
I._5
5x20' GRATE W/ LADDER & 24" SQUARE
FRAME AND 24" ROUND SOLID COVER RIM EL= 417.00
�MARKED "DRAIN" WITH LOCKING BOLTS (TYR) LOCKABLE HINGED ACCESS HATCH
RIM 417.00 (NON — TRAFFIC BEARING)
TOP OF VAULT EL. 415.50 7
0.50' FREEBOARD
REMOVABLE BAFFLE _
012• INLET
EL. 401.00 _
5R MIN.
1.0' AVERAGE —
SEDIMENT STORAGE (TYP.)
398.00' TOP OF
SEDIMENT STORAGE
FRAME AND 24" ROUND SOLID COVER
MARKED 'DRAW- WITH LOCKING BOLTS (TYP.)
RIM 41700
414:00 TOP
OF DETENTION
LQ. DESIGN
WS 403.00
IBOV 397.33
OUTLET
403.00
SECnoN B -B
1• =5•
DETENTION SUMMARY SHEET
VAULT NO TES.
/. 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 ELEVA770N.
J. VAULT GRATE TO INCLUDE 2'x2' HATCH DESIGNED FOR EASY OPENING.
VER77CAL DATUM.
NAVD 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VERTICAL CONTROL
HORIZONTAL DATUM:
NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL
Cap 2 Working Days Before You Dig
811
UfiBes Underground Location Center
(ID,WT,ND,CR,WA)
NOTE.•
SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE TWO PROPOSED STORM VAULTS
MUST BE SUBMITTED TO THE BUILDING DEPARTMENT A SEPARATE BUILDING PERMIT APPLICATION WILL
BE REQUIRED FOR THE CONSTRUCTION OF THE VAULTS.
EWE
HOLDINGS LYC 2
D.R. STRONG 3
D D CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS 4
6207THAVENUE KIRKLAND, WA 98033
0 425 827 3063 F4258272423
www.drstwng.com NO.
CONTROL ROD (ROD BENT AS REDO FOR
VERTICAL ALIGNMENT WITH COVER)
12" RISER PIPE
PIPE SUPPORT(S)
(SEE NOTE 4),
ORIFICE 0 —1.65' 1
11.00'
DETENTION DEPTH
2
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRA /N—
5.00'
W.O.
i' SECTION OF PIPE
ATTACHED BY GASKETED
BAND TO ALLOW REMOVAL
RES7RICTOR PLATE W/ ORIFICE
0 = 0.80" O.C. 1
(SHARP EDGED SHOP DR /LLED)�
FROP DETAIL
NIS
FROP NOTES.•
1. OUTLET CAPACITY: 100 —YR PEAK FLOW
2. METAL PARTS CORROSION RESISTANT. NON — GALVANIZED PARTS PREFERRED. GALVANI2ED PIPE PARTS TO
HAVE ASPHALT TREATMENT 1.
J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE I.D. LESS 114"
4. PROVIDE AT LEAST ONE 3 X 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'
VERTICAL SPACING)
5. LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
l<. Ir mm I � 1 _ 1 wvnw: xw lase
xoxrzornu_ xen isv /ies� CITY OF
FINAL REN90NS YLP 03.08.14 MAJ oESwxEO� � NOTED j � I I
CITY COMMENTS OHN 03.21.14 MAJ ML RENT ON
aTT commENTs YLP 1 03.14 MAJ vas": YLP
_
_ NE_W_CN
cNECxCOMA7 6 WT CxE E I. xCx Planning /Building /Public Works Dept.
REVISION BY DATE APPR "" "^ �"" ACOgp1N ""
Wu
12.0 FROP REMOVABLE WATERTIGHT
RISER _\ COUPLING OR FLANGE
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
NIS
R- 371825
C ID
r
RECOMMEND
FOR APPOVAL
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VAULT NO TES.
/. 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 ELEVA770N.
J. VAULT GRATE TO INCLUDE 2'x2' HATCH DESIGNED FOR EASY OPENING.
VER77CAL DATUM.
NAVD 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VERTICAL CONTROL
HORIZONTAL DATUM:
NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL
Cap 2 Working Days Before You Dig
811
UfiBes Underground Location Center
(ID,WT,ND,CR,WA)
NOTE.•
SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR THE TWO PROPOSED STORM VAULTS
MUST BE SUBMITTED TO THE BUILDING DEPARTMENT A SEPARATE BUILDING PERMIT APPLICATION WILL
BE REQUIRED FOR THE CONSTRUCTION OF THE VAULTS.
EWE
HOLDINGS LYC 2
D.R. STRONG 3
D D CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS 4
6207THAVENUE KIRKLAND, WA 98033
0 425 827 3063 F4258272423
www.drstwng.com NO.
CONTROL ROD (ROD BENT AS REDO FOR
VERTICAL ALIGNMENT WITH COVER)
12" RISER PIPE
PIPE SUPPORT(S)
(SEE NOTE 4),
ORIFICE 0 —1.65' 1
11.00'
DETENTION DEPTH
2
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRA /N—
5.00'
W.O.
i' SECTION OF PIPE
ATTACHED BY GASKETED
BAND TO ALLOW REMOVAL
RES7RICTOR PLATE W/ ORIFICE
0 = 0.80" O.C. 1
(SHARP EDGED SHOP DR /LLED)�
FROP DETAIL
NIS
FROP NOTES.•
1. OUTLET CAPACITY: 100 —YR PEAK FLOW
2. METAL PARTS CORROSION RESISTANT. NON — GALVANIZED PARTS PREFERRED. GALVANI2ED PIPE PARTS TO
HAVE ASPHALT TREATMENT 1.
J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE I.D. LESS 114"
4. PROVIDE AT LEAST ONE 3 X 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'
VERTICAL SPACING)
5. LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
l<. Ir mm I � 1 _ 1 wvnw: xw lase
xoxrzornu_ xen isv /ies� CITY OF
FINAL REN90NS YLP 03.08.14 MAJ oESwxEO� � NOTED j � I I
CITY COMMENTS OHN 03.21.14 MAJ ML RENT ON
aTT commENTs YLP 1 03.14 MAJ vas": YLP
_
_ NE_W_CN
cNECxCOMA7 6 WT CxE E I. xCx Planning /Building /Public Works Dept.
REVISION BY DATE APPR "" "^ �"" ACOgp1N ""
Wu
12.0 FROP REMOVABLE WATERTIGHT
RISER _\ COUPLING OR FLANGE
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
NIS
R- 371825
C ID
r
RECOMMEND
FOR APPOVAL
BYamtk
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FIELDBROOK COMMONS
WEST VAULT DETAILS
17040 108TH AVENUE SE
RENTON, WA
04.03.14
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