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FRAME AND 24" ROUND SOLID COVER3 O
-7
MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.)
88.00'
12" VENTILA TION PIPE
(SEE STRUCTURAL PLANS
FOR DETAILS)
(AB)IBOV 352.00 0 PER/METER
(LOWER CELL)
6x14 GRATE WITH
24" SQUARE ACCESS HATCH
r27OUTLET
A
18" INLET
\ / Y��"
ISO V
!� IBOV 35f.OF l i 316.61
1 n 351.481 ; n
I ii I ; I ii I
I ii I ; I ii I
1 59 MIN.
(TYP.). ii i I i I
I ii I ; I ii I
I ii I ; I ii I
/I\ADDER TYP.) I ii
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1571
SE 1/4 SECTION 37,
TOWNSHIP 23 N, RANGE
5
E, W. M.
VUECRES T ESTATES
8 VUECRES T
//
SHORT PLAT
�s5-�
IBOV P7 3
ER/METER
(UPPER CELL)
25.00' 25.00' ��18.00 1_1
�_18.0012" INLET
B
A
VA UL T DETAIL
1"--20'
CONTROL ROD (ROD BENT AS REQ D FOR
VERTICAL ALIGNMENT WITH COVER)
24" CMP RISER
PIPE
PIPE SUPPORT(S)
(SEE NOTE 4)
357.63 24
/E= 3�✓6
SHEAR GATE WITH CONTROL/
ROD FOR CLEANOUT/DRAIN
RESTRICTOR PLATE W/ ORIFICE
0 = 1.04" 0. C.
(SHARP EDGED SHOP DRILLED)
FROP DETAIL
FROP NO TES:
Iy:I-1�Y0IC7ii
4" ELBOW
IE= 367.50'
ORIFICE 0 =1.97"
6" ELBOW
IE= 364.30'
ORIFICE 0 =2.08"
f f. ee, 10.95,
DETENTION DEPTH
- 5z -
4.8' (AB)
W. Q. DEP TH
TOP OF SEDIMENT
STOR. = 3&_A 7-9- 352.83
N IS
1. OUTLET CAPACITY.- 100 -YR PEAK FLOW
2. METAL PARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED 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 LD. LESS 114-
4.
/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)
AS -BUILT
357.63
EL. 357-'-5&
EL.
357.03 F
FRAME AND 24" ROUND SOLID COVER
MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.)
RIM 374.00
-----------------------------------------------------------------------
12" INLET 36 7. 00 (AB)
0.5' SEDIMENT STORAGE (TYP.)
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" WITH LOCKING BOLTS (TYP.)
RIM 372.00
FRAME AND 24" ROUND SOLID COVER
MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.)
RIM 372.00
TOP OF VAUL T
370.00 (TYP.)
6 x 14' GRATE W/ LADDER & 24- SQUARE
RIM EL= 372.00
LOCKABLE HINGED ACCESS HATCH
SEE NO TE 3
---------------------------------------------
- maw -------------------------------- 1� ------------------------------------------------------------------------------------------
' TOP
OF DETENTION e
0.50' FREEBOARD
24" CMP RISER
PIPE
e
oa
o�
357.63
------------------------------------------------------------------W.Q._ DESIGN t ------------ ---- 24" OUTLET 3,556
----------------------------------------------------------------------------------------
WS 35736- -
c� 357.63
C�o
352.83
�
EL. J&2-
7459
59 X59 S9 EL. 352.00 (AS)
1.0' A VERA GE
SEDIMENT STORAGE (TYP.)
SECTION A -A
1 "= 5'
6 x14' GRATE W/ LADDER & 24" SQUARE
RIM EL= 372.00
LOCKABLE HINGED ACCESS HATCH
SEE NOTE 3
24" CMP RISER
PIPE
368.5836$-51' TOP
OF DETENTION
oa
8' WIDE OPENING
C 7' MIN. HEIGHT
-------------------------------------------------------W_._Q. _ DESIGN- V_---------------------------------------------------------------------------------------------------------------------------------- -
--------------------------------- -- ------------------------------- ---------------------------------------
WS
a 357.63
oW
ao 0
352.83
EL.
SECTION B -B
DETENTION SUMMARY SHEET
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 2'x2' HATCH DESIGNED FOR EASY OPENING.
"I CERTIFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS
AS -BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA 77ONS, ELEVA 77ONS,
DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY
REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR
UNDER MY DIRECT SUPERVISION ON 7NIS DATE. 1/12/2018."
'I 0
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
1
CIN COMMENTS,
REVIEW 1
2
CIN COMMENTS,
REVIEW 2
3
CIN COMMENTS.
REVIEW 3
4
CIN COMMENTS.
REVIEW 4
5
MYLARS
6
DRAFT AS-BUILTS
N0.
REVISION
1.0' A VERA GE
SEDIMENT STORAGE (TYP.)
12"0 FROP REMOVABLE WATERTIGHT NOTE:
RISER COUPLING OR FLANGE
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
-4, REQUIRED FOR THE CONSTRUCTION OF THE VAULT.
MAX
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
N IS
MAJ 03.22.16 MAJ SURVEYED: SCALE:
siS VERTICAL: DESIGNED: C T Y 0 F
1988
Mal 06.06.16 Mal AS NOTED HORIZONTAL: NADAD 1 1983/183/1 991
Mal 08.25.16 MAS MAJ RENT 0 N
Mal 10.21.16. hW DRAWN:
YLP ONE INCH DATUMMal 12.06.16 Mal CHECKED AT FULL SPlanning/Building/Public Works Dept
CALE
Mal 01.04.18 Mal IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
BY DATE APPR1 Mal
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
DATE:
VUECREST ESTATES & VUECREST II 09.28.15
FIELDBOOK:
VAULT DETAILS PAGE:
DRAWING C22
2
U15007217 / U15007232 SHEET: OF:
22 33
DRS PROJECT NO. 12102 R-389772