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Z
v
M
V
0.6' FREEBOARD
FIN/SHED GRADE VAR/ES LSEE GRADING PLAN,
TOP OF VAULT 65.1
- H. W.S. EL. -69 5 63.47
-------------
5' LIVE STORAGE
LIVE DEAD INTERFACE 58-.r 58.47
---------------------------
- - - - - - - - - - - - -
52.3 CELL 3
41-11711 51.8 DEAD BOTTOM W.S. 53.0
-59-- - - - - - - - - - - - - - - -
5.5' DEAD STORAGE 52.3'z§i�
51.56
- - - - - - - - - -89
'
8� 1' SEDIMENT STORAGE �8 3-
80'
NORTH VA UL T SEC TON A A
SCALE- 1 "10'
56.00
-18" lE
FROM SOUTH VAUL T
F/N/SHED GRADE VAR/ES (SEE GRADING PLAN)
TOP OF VAULT 65.1
0.6' FREEBOARD
- H. W.S. EL. -6�,r 6347
24" 1E 58J 58.47 5' LIVE STORAGE
OUTLET TO CB 2 LIVE DEAD INTERFACE 58✓ 58.47
523 CELL 1 52.3
5.5 DEAD STORAGE
51.5 DEAD BOTTOM W.S. 53.0 51.5
- - - - --------------------------------
_0.59 0.59_ 1' SEDIMENT STORAGE
g' 51.8 g'
62' HIGH POINT 62'
124'
NORTH VA UL T SEC TON B-B
SCALE-.- 1 `10'
`(EYMAP
L/NCOLN AtlE NE
FINISHED GRADE VAR/ES (SEE GRAD/NG PLANT
TOP OF VA UL T 65.1
0.6' FREEBOARD
H. W.S. EL. 4-7463 4
H.W.S. EL. 44-6- 6347
H.W.S. EL. frr5 63.47
5' LIVE STORAGE
CELL 3
L/1/E DEAD 56-5-58.47
CELL 2
L/Vf DEAD 58r58.47
CELL 1
L/Vf DEAD 48✓58.47
- -1s,-
-16,-
18-
5.5' DEAD STORAGE
DEAD ?z2
BOTTOM_ 52.3_
DEAD
BOTTOM_ 52.3_J-
DEAD
BOTTOM_
I' SED/MENT STORAGE
_
5�- 53 0 -57
.0 -5�
15:5T
_52.3 _
5q- 53.0 5�
�?z2 VARIES VAR/ES VARIES
52.3
NORTH VA UL T SEC TON C-C
SCALE` 1 "=10'
NORTH VAUL T
VA UL T VOLUMES (CF)
STORAGE TYPE
DESIGN
AS-BU/L T
LIVE
25,880
25,880
DEAD
28,468
28,468
5' t1Vf- STORAGE
5.5' DEAD STORAGE
-1' SED/MENT STORAGE
52.3
1 1 CONSTRUCTION RECORD DRAWINGS
F.ITIMM •►
55.96
12" 1E 56-9-
FROM CB 42
REMOVABLE WATERTIGHT
COUPLING (OPTIONAL)
4" ALUM/NUM CUP
`O REO D ELEV.
WELDED ELBOW MACH/NE CUT OR
DRILL ORIFICE /N END PLA TE
ELBOW DETAIL
NOT TO SCALE
M E M 2/ 13/24 H H H SURVEYED: SCALE:
LENN R. SPRAGUE P.L.S.
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORF ONE IN
CHECKEDHAT FULL
OLL/ HEA VRIN IF NOT ONEC NCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
ROLL/ H. HEA VR/N P. E.
SOLID COVER MARKED 'DRAIN"
WITH A BOL T L OCKING RING
AND COVER.
RIM ELEVA TION = 65.9
LADDER 4
TOP OF RISER
EL. -6- r 6347
PIPE SUPPORT (2 MIN.)4
3"x0. 090" AL UMINUM WITH
5/L STAINLESS BOL TS
SEE ELBOW DETAIL I 4
THIS SHEET (TYP) a
SAND COLLAR OR
KOR-N-SEAL BOOT
18" OUTLET PIPE
TO CB 2
N�
N�
4
9
a
4
a J 4
FINISH GRADE
TOP OF. l!AlUL T EL. 65.10
Iv H. W S.- EL. frsr 63.47
\ / I EL: -6�9. 61.85
01-718" ORIFICE
EL: 60.42
0 1-3/4" ORIFICE
SHEAR GA TE
L. W S. EL.r 58.47
18" RISER
01-9116"
ORIFICE
IN BOTTOM
PLA TE
52.3
5i.-ZIL
59
i -
Q i
4� 4 4 Q 4 i a
J 4 ,
4
NORTH VA UL T
CONTROL STRUCTURE
ASBU/LT NOTE I
THE ASBUIL T INFORMA TION DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVEY
INFORMATION PRO VDED BY CORE DESIGN AND
SUPPLEMENTED BY SITE CONTRACTOR,
GOODFELLOW BROTHERS, ON JANUARY 29TH,
2024. GOODFELLOW BROTHERS /ND/CATES THAT
THE DATA PROVIDED TO CORE DESIGN
ACCURATEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THEIR SURI/EY. CORE DESIGN HAS
REVIEWED THE INFORMATION PROVIDED FOR
GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE /NFORMA TION /S /N
ACCORDANCE WITH THE OBSERVED FIELD
CONDITIONS.
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
SCALE- 1 "=2'
51.5
4
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o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
ZPLANNING
'Con
99 �.� DESIGN SURVEYING
ISTER
1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417947
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991 CITY OF CANOPY 211JI24
4196LINCOLNAVENE, RENTON, WA98056 FIELDBOOK:
RENTON PAGE
Iftow DATUM DRAWING NO:
Planning/Building/Public Works Dept. STORM DRAINAGE VA UL T DETAILS C4.34
NORTH VA UL T SHEET: OF:
47 107
CONSTRUCT/ON RECORD DRA WINGS
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