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5'X 10' GRATE
W/ LADDER & 24" SQUARE
(A$) RIM EL= 43J.00
LOCKABLE HINGED ACCESS HATCH
(NON- 7RAFIAC BEARING) (T)'.)
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IBOV 0 PER /METER
14 1L60
IBOV 402p-
V_7
J 44.14'
m
SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
VAULT NOTES.
1, ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY
LOCA77ON WITHIN THE VAULT, AND AT THE INLET AND OUTLET.
2 IBOV = INSIDE BOTTOM OF VAULT ELEVATION.
416.3E
-/BOV 419.•36
416.6w
IBOV 418.-98 0 PERIMETER
F TYP.
0.46'
y1E.3s
IBOV 448.;6
FRAME AND 24" ROUND
SOLID COVER MARKED "DRAIN"
W17H LOCKING BOLTS (TYP.)
RIM 432,89 412.37
VAULT DETAIL
1. -201
5' X 10' GRATE W/ LADDER & 24" SQUARE gl
RIM EL= 433.00
LOCKABLE HINGED ACCESS HATCH
(NON - TRAFFIC BEARING)
SEC77ON A -A
AL TMYER
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" NTH LOCKING BOLTS (TYP.)
RIM 4;2.08 432.6E
RNISHFD CRADF =
�1g
CITY COMMENTS DATED MAY 3,1012
LL. YCSYYY
4276"
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MIN. M /N.
(TYP.) (TYP.)
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MN.
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(T)P.) (TYP.)
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2
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olll
I
I
- - - - - - - - - - - - -
- - -- _
4£17.•90 TOP
- - - --
(SEE NOTE 4)
21.b�i•
21.441
J 44.14'
m
SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
VAULT NOTES.
1, ACCESS OPENINGS SHALL BE POSITIONED A MAX. OF 50 FT FROM ANY
LOCA77ON WITHIN THE VAULT, AND AT THE INLET AND OUTLET.
2 IBOV = INSIDE BOTTOM OF VAULT ELEVATION.
416.3E
-/BOV 419.•36
416.6w
IBOV 418.-98 0 PERIMETER
F TYP.
0.46'
y1E.3s
IBOV 448.;6
FRAME AND 24" ROUND
SOLID COVER MARKED "DRAIN"
W17H LOCKING BOLTS (TYP.)
RIM 432,89 412.37
VAULT DETAIL
1. -201
5' X 10' GRATE W/ LADDER & 24" SQUARE gl
RIM EL= 433.00
LOCKABLE HINGED ACCESS HATCH
(NON - TRAFFIC BEARING)
SEC77ON A -A
AL TMYER
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" NTH LOCKING BOLTS (TYP.)
RIM 4;2.08 432.6E
RNISHFD CRADF =
gL.4Z!•27
417.EY
EL.
�
d
41s.sm
1
5' X 10' GRATE
W/ LADDER & 24" SQUARE
LOCKABLE HINGED ACCESS HATCH
(NON - TRAFFIC BEARING)
F-L. =92S•27 l
CONTROL ROD (ROD BENT AS RED D FOR
69) VERTICAL ALIGNMENT WITH COVER)
MY ELEVATION 433.00
FINISHED GRADE ±432.00
ORIFICE 0 = 2.18"
9. 6.4"11 4" ELL
DETEN77ON DEPTH 1F42 4
ORIFICE 0 =
IE v�'+• 6E
I
CITY COMMENTS DATED MAY 3,1012
LL. YCSYYY
4276"
�.�ta�
MAJ
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12" RISER PIPE
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�! TOP OF VAULT EL. 470.48 (TIP.)
0.6G' FREEBOARDS
0. %
PIPE SUPPORT(S)
- - - - - - - - - - - - -
- - -- _
4£17.•90 TOP
- - - --
(SEE NOTE 4)
OF OE7EN77ON
1 I.:
_
<1T.ik7•if�1T163-7.ifFY.lEEL7
NO.
427.97 0
BY
DATE
APPR
�'.D
pW
ail
OUTLET
- DESIGN WS V
EL.
- -W
4IP 09
- - - - -
41409.48
.
3�
W
0
�'
413.61 0.5' MIN. SEDIMENT
- - - - - -
EL. 44408 STORAGE (TIP.)
EL 4J;.iG
�1 {•CY
-
807-TOM SLOPE 5% M /N.
INWARDS (TYP.)
7.0' AVERAGE SEDIMENT
STORAGE (TYP.) Z1.6T•�
Z1•V7E
gL.4Z!•27
417.EY
EL.
�
d
41s.sm
1
5' X 10' GRATE
W/ LADDER & 24" SQUARE
LOCKABLE HINGED ACCESS HATCH
(NON - TRAFFIC BEARING)
F-L. =92S•27 l
CONTROL ROD (ROD BENT AS RED D FOR
69) VERTICAL ALIGNMENT WITH COVER)
MY ELEVATION 433.00
FINISHED GRADE ±432.00
ORIFICE 0 = 2.18"
9. 6.4"11 4" ELL
DETEN77ON DEPTH 1F42 4
ORIFICE 0 =
IE v�'+• 6E
N 12 SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRAIN
1' SECTION OF PIPE
ATTACHED BY GASKETED
BAND TO ALLOW REMOVAL
RESTRICTUR PLATE W/ ORIFICE
_ 0 = 0.83" O.C.
(SHARP EDGED SHOP DRILLED)
SX
SEC77ON C -C
NTS
5' X 10' GRATE W/ LADDER & 24" SQUARE 2Ta
RIM EL= 4dd6f1
LOCKABLE HINGED ACCESS HATCH
FRAME AND 24" ROUND SOLID COVER (NON - TRAFFIC BEARING)
MARKED IGRA /N" WITH LOCKING BOLTS (TYR)
RIM 4wao432.16
® FINISHED GRADE _x- rii:8s m
FT-70P OF VAULT EL. 429:48 (T)'P.)
77
- -- - - - - -- -- ----------------------
OF DE TOP 830' REEBOARD
OF DETENTION 0.26E
= ys7.771
� � T
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- WQ- Q5IGN W5- - - - - - - - - - - - - - - - - - - - - - - - - - - - p
4'9 s2
n
41399
TOP OF SEDIMENT STORAGE EL. 44 8P
.i,
- - - - - - - - - - - - - - - - - - - - - - - -
0.5%
1.0' AVERAGES IBOV 4U-LSJ
SEC77ON B -B SEDIMENT STORAGE (TYP.) 1011; -04
1" =5•
12 "0 FROP
I
CITY COMMENTS DATED MAY 3,1012
LL. YCSYYY
4276"
�.�ta�
MAJ
� 1
• • � 1 1
CFi719/#i
•. � r
": � i .
12" RISER PIPE
6ssrm��xcil��i�yr
MAT
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-�e►arr���i�a��t��
PIPE SUPPORT(S)
DRAWN:
YLP
�'��Tfi1•���f•�Ef1RI!1
(SEE NOTE 4)
N 12 SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRAIN
1' SECTION OF PIPE
ATTACHED BY GASKETED
BAND TO ALLOW REMOVAL
RESTRICTUR PLATE W/ ORIFICE
_ 0 = 0.83" O.C.
(SHARP EDGED SHOP DRILLED)
SX
SEC77ON C -C
NTS
5' X 10' GRATE W/ LADDER & 24" SQUARE 2Ta
RIM EL= 4dd6f1
LOCKABLE HINGED ACCESS HATCH
FRAME AND 24" ROUND SOLID COVER (NON - TRAFFIC BEARING)
MARKED IGRA /N" WITH LOCKING BOLTS (TYR)
RIM 4wao432.16
® FINISHED GRADE _x- rii:8s m
FT-70P OF VAULT EL. 429:48 (T)'P.)
77
- -- - - - - -- -- ----------------------
OF DE TOP 830' REEBOARD
OF DETENTION 0.26E
= ys7.771
� � T
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- WQ- Q5IGN W5- - - - - - - - - - - - - - - - - - - - - - - - - - - - p
4'9 s2
n
41399
TOP OF SEDIMENT STORAGE EL. 44 8P
.i,
- - - - - - - - - - - - - - - - - - - - - - - -
0.5%
1.0' AVERAGES IBOV 4U-LSJ
SEC77ON B -B SEDIMENT STORAGE (TYP.) 1011; -04
1" =5•
12 "0 FROP
CONTROL
CAP STRUCTURE R PEAK NOTES. RISER REMOVABLE WATERTIGHT R 3 6 4 16
COUPLING OR FLANGE
1. OUTLET CAPACITY' 100 -YR PEAK FLOW �
2. METAL PARTS CORROSION RESISTANT. NON-GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. tv
J. FRAME AND LADDER OR SIPS OFFSET SO:
- - - - - -- - - -- - - - - A. CLEANOUT GATE IS VISIBLE FROM TOP.
DETENTION SUMMARY SHEET C. C. FRAME IS CLEAR SPACE
OF CURB. CLEAR OF RISER AND CLEANOUT GATE
2
4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE :: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE LD. LESS 114" `D
5. PROVIDE AT LEAST ONE 3 'X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) RECOMME FOR APPOVAL
6. LOCATE ELBOW RESTRICTOR(5) AS NECESSARY TO PROVIDE MIN /MUM CLEARANCE AS SHOWN. I B Date:?�(j�L
MAX
Z LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS BY: Date:
FILLED WTH WATER. PLATE WELDED TO ELBOW
A6L�
Call 2 Working Days Before You Dig
1- 800 - 424 -5555
UtNes Underground Location Center
(ID,MT,ND,OR,WA)
D.R. STRONG
CONSUL TING ENGINEERS
�' �i ;. ENGINEERS PLANNERS SURVEYORS
70604 NE36th PL, #107 KIRKLAND, WA 90033
0425.627.3063 F425.827.2423
x dnfmng. com
I
CITY COMMENTS DATED MAY 3,1012
YLP
�.�ta�
MAJ
� 1
• • � 1 1
CFi719/#i
•. � r
": � i .
6LF�719i>yi
6ssrm��xcil��i�yr
MAT
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DRAWN:
YLP
�'��Tfi1•���f•�Ef1RI!1
1 I.:
�F�
<1T.ik7•if�1T163-7.ifFY.lEEL7
NO.
REVISION
BY
DATE
APPR
�'.D
CONTROL
CAP STRUCTURE R PEAK NOTES. RISER REMOVABLE WATERTIGHT R 3 6 4 16
COUPLING OR FLANGE
1. OUTLET CAPACITY' 100 -YR PEAK FLOW �
2. METAL PARTS CORROSION RESISTANT. NON-GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. tv
J. FRAME AND LADDER OR SIPS OFFSET SO:
- - - - - -- - - -- - - - - A. CLEANOUT GATE IS VISIBLE FROM TOP.
DETENTION SUMMARY SHEET C. C. FRAME IS CLEAR SPACE
OF CURB. CLEAR OF RISER AND CLEANOUT GATE
2
4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE :: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE LD. LESS 114" `D
5. PROVIDE AT LEAST ONE 3 'X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) RECOMME FOR APPOVAL
6. LOCATE ELBOW RESTRICTOR(5) AS NECESSARY TO PROVIDE MIN /MUM CLEARANCE AS SHOWN. I B Date:?�(j�L
MAX
Z LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS BY: Date:
FILLED WTH WATER. PLATE WELDED TO ELBOW
A6L�
Call 2 Working Days Before You Dig
1- 800 - 424 -5555
UtNes Underground Location Center
(ID,MT,ND,OR,WA)
D.R. STRONG
CONSUL TING ENGINEERS
�' �i ;. ENGINEERS PLANNERS SURVEYORS
70604 NE36th PL, #107 KIRKLAND, WA 90033
0425.627.3063 F425.827.2423
x dnfmng. com
I
CITY COMMENTS DATED MAY 3,1012
YLP
05.23.12
MAJ
svR !%.
sds
scuuc:
AS NOTED-
° RU x D 1988
+IZOnru: xw rea] /991
DAM
2
MYLAR
YLP
06.19.12
MAT
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DRAWN:
YLP
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CKCxEo-�
♦T NI LL SGLLE�
IF NOT ONE INC"
s ACCORDINCCI
NO.
REVISION
BY
DATE
APPR
�'.D
WITH ORIFICE AS SPECIFIED
BY:_
ELBOW RES7RICTOR DETAIL BY:
NIS
•: >} CITY OF ALTMYER
TK RENTON DETENTION VAULT DETAILS
Plonning/Building/Public Works Dept.
Date:
Date:
03-29-12
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