HomeMy WebLinkAboutR-4091258" OPENING SEE ROAD A
STRUCTURAL PLANS
FOR DETAILS
4' OPENING SEE -
STRUCTURAL PLANS 5'x10' G ATE WITH 24
FOR DETAILS SQUARE A C SS HATCH
IBOV 446.83 r�
II II
-----------
II \ \
-----\---- II-\----f 118" IN ET �45e59
6" INLET 453.50 I ----- ----------- tr-------- ---------
--------- ----- --- -------- -------_-
II{_____ --r rr
FRAME AND 24" I 1..-----------------aa I, f
ROUND SOLID COVER---------I--'--'--'i�---------I- -- ---�i--_-- r I �i II OV 441.00
MARKED "DRAIN" WITH II II o 1 t II oo r I 1 --'-
LOCKING BOLTS (TYP.) I---------j---------i�---------r-------- ��-- ----------ii --�- -- - t i---
IBOV 446.83 I --------- --------- ---- F-------- ii-- - ---I--- -----LI -
II 441.67 (�
„ I II �L+ AT HIGH
------------------tr---------I---------1t--- ------{------1-- �?- ----- PINTPA
6"0 PERFORATED PVC I _ I - ---+F--------I 1t-4-- ----- V-ii-_I----- I- ---�-
VAUL T FOOTING DRAIN 1 I I C I I r \ 1
Sq 5�' +t _ 59 Sq a+ I FI i
MIN. MIN. II MIN. F MIN. IIr II
------- 1 �� - aa--------- ------ a 1
------1L-------- -I--------AI --}V-
---
oI --------- - i% I 11\ -------------1 ------- 1------ --� I I OV 441.6
------------------
II �� \ -- - r F�,-------- v
@PERIMETER
+L F ii --- r OF LOWER
IBOV 447.50-----------------1r------------ �i �- r II 1 0 C LL
@ PERIMETER -
II I II I u___ ___�? I______ -- 1 II
OF UPPER ------------------- tr------ ----------- II-------I-----r---II { ��I r I 8 OPENING SEE
---LI----1---- r--- I STRUCTURAL PLANS
CELL -1 ii � 1----r- __ I FOR ETAILS �
LADDER (TYP.) I }t r a,
---------II --------F-------- II ------I---7-----ii----\ - i
-------1--------- 1L-------- --------al---- {--1--f----- fl------ f--a - 5'x10' (GRATE WITH 24
II----I---------JI----1------ri------V---1------ I QUAR ACCESS HATC
4' OPENING SEE - I I i� I fi -------------
STRUCTURAL I
PLANS
FOR DETAILS--------1----- iI - r-------- -li 59' � I 1 59' II I
----------------F-------- I - ---- i 12" UTLET --&.ee
�i"MIN. \r MM ---11
--------- ------ I 44� 16
--------- ------ ,----------------7T--------- --- ---
I I
----------- 1L- \-1+ / --- -
IBOV 446.83 I " f II % II II -ter-
----.*r- --"RI----------r --- -
12" VENTILATION PIPE (TYP.) I
(SEE STRUCTURAL PLANS 19.75' 19.75' 19.75' 19.75'
FOR DETAILS
IBOV 446.83 IBOV 441.00 /BOV 441.00
VAULT DETAIL
1 "=20'
445.32
18" INLET
FROM CB 1
SECTION B-B
1 "=5'
VAUL T DIMENSIONS
NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHLANDS
5'x10' GRATE W/ LADDER & 24" SQUARE 5'x10' GRATE W/ LADDER & 24" SQUARE
460.97 RlM EL = -01151e: 91116,11- 460.96 RIM EL= �F6$.9�
LOCKABLE HINGED ACCESS HATCH LOCKABLE HINGED ACCESS HATCH
FRAME AND 24" ROUND SOLID COVER SEE NOTE 3 SEE NOTE 3
MARKED 'DRAIN" WITH LOCKING BOLTS (TYP.)
RIM 459.90
FINISHED GRADE 459.90
II
456.16
TOP OF VAUL T -06&-e& (TYP.)
453.66' 454.16' _
6" INLET 6' -----------------I--------------------------------------------------*5*09 TOP
OF------ ---------------1--------------------------------------------------------------- ---------------r -i
I OF DETENTION r r
I ® o = 1.0' FREEBOARD o = 1.0' FREEBOARD e
® orz ors
II oZ� oZa I
® O �O
I ® 448.16
447.66 TOP OF SEDIMENT STORAGE EL.--44&ee-----V------------ ------------------------------------------------------------------------------- -------------------------------------------------------------------- - --- --
EL. 8 Sq MIN. 5/ MIN. 59, M/N. 5q MIN.
18" INLET 45'O
' SEDIMENT STORAGE (TYP.)
0.5" SEDIMENT STORAGE (TYP.) 0.5
�10 h0 I
EL. 44 �yy �y
IL-------------------------- -------------------------
NOF2TH EL. fry 59 MIN_ _59 MIN. 59' MIN_ -57 MIN. I
FRAME AND 24" ROUND SOLID COVER
MARKED "DRAIN" WITH LOCKING BOLTS (TYP.)
RIM 459.90
SECTION A -A
1.0' AVERAGE SEDIMENT STORAGE (TYP.) J 1.0' AVERAGE SEDIMENT STORAGE (TYP.)
5'x10' GRATE W/ LADDER & 24" SQUARE
460.96 RIM EL= -066.96
LOCKABLE HINGED ACCESS HATCH
SEE NO TE 3
FINISHED GRADE 459.90
TOP OF VAULT 456.00 (TYP.)
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -
454.16 T 7 ---
�t-5e TOP = 1
OF DETENTION
0 1.0' FREEBOARD
Q�W
W�
0
44& 16
12" OUTLET
Ci
�CL
hW
2.66
------ TOP OF SEDIMENT STORAGE EL.--44-r-------------------------------------------------------------------------------------------
-- EL. 41j.
T rz L6
Sq MIN., 1.5q - 1.59 - �5MIN. EL. F
1.0' AVERAGE SEDIMENT STORAGE (TYP.)
INTERNAL DIMENSIONS OF VAULT. 112.00' L) X 80.50W)
SEE STRUCTURAL PLANS FOR EXTERNAL DIMENSIONS OF VAULT
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
9
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
TO TA
454.00
52,560
53, 088
53,088
18,927
1 24,332
100 YEAR
454.04
52,910
53,442
53,442
25 YEAR
453.66
49,582
50,080
50,080
10 YEAR
452.80
42,048
42,470
42,470
2 YEAR
1 451.39
29,696
29,995
29,995
AS -BUILT
"I CER77FY THAT 774E INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DA TE.• 212912024. "
1
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
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 2x2' HATCH DESIGNED FOR EASY OPENING.
4. WALL OPENING DIMENSIONS TO BE DETERMINED DURING STRUCTURAL ANALYSIS.
5. 12" VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERED SUCH THAT MAINTENANCE
PERSONNEL CAN REMOVE (AND REPLACE) CAPS FOR ARTIFICIAL VENTILATION PURPOSES
6. DETENTION VAULT TO BE PUBLICLY MAINTAINED.
F1�PANIX
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.
FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE:
DJC VERTICAL: NAVD 1988
DESIGNED: YLP
AS NOTED HORIZONTAL: NAD 1983/1991 A10%% RENTON
O T Y OF
R)
DRAWN:
GLB ONE INCH DATUM
CHECKED: AT FULL SCALE • v
YLP IF NOT ONE INCH Planning/Building/Public Works Dept.
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
YLP
448.16
12" OUTLET 44&tq&-
EL. 4
26
R-409125
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
VAULT DETAILS
DATE:
09.05.19
PAGE:
16210 SE 134TH STREET C25
RENTON, WASHINGTON 98059 SHEET: OF:
25 41
DRS PROJECT NO. 17020
X
LJ
00
a
J
U)
0
z
a
J
V
LLI
5a
L