HomeMy WebLinkAboutR-417945FIN/SHED GRADE VAR/ES (SEE GRADING PLAN)
TOP OF VAULT 75.60
0.6' FREEBOARD
- H. W S. EL. -7+ & 74.02
0
10' LIVE STORAGE CELL 1
136'
Q08'
63.2 62.75
--57- -------------
L.W.S. EL. 64-8-64.02
-------------_------_LEl/EL_------.
9'
SOUTH VAULT SECT/ON A A
SCALE- 1`10'
FINISHED GRADE VARIES SEE GRADING PLAN)
TOP OF VAULT 75.60
N
0.6'FREEBOARD----------
i
-------------
- H.W.S. EL. 4974.02
�
6" IF 73.50
V
24" IF 7z?.471.35
CONTROL STRUCTURE FROM CB 3
10'L/l/E STORAGE 4
CELL FROM CLEANOUT
SEE DETAIL, THIS SHEET
105-------
a
L.W.S. EL. fi4$ 64. 02
--------------------=05q,--------
SOUTH VA UL T SECT/ON B-B
SCALE- 1`10'
F/N/SHED GRADE VARIES (SEE GRADING PLAN)
TOP OF VAULT 75.60
0.6' FREEBOARD
H. W.S. EL. F*t4 - H. W.S. EL. F*64
- H. W S. EL.
CELL 1 7 '02
CELL 27402 CELL 37402
CELL 47402
10' L/VE STORAGE
18,
16' 16'
16'
63.2 L. W.S. 63.2
63.2 63.2 63.2 63.2
L. W.S. L. W.S.
63.2 63.2
L. W.S.
FOOTING DR
64.02
1 EL. >�r4$ 64.02 1 EL. 64$ 64.02
- -
1 EL. > 64.02 �
- -
(TYP)=59'_
-5q- -5q-
=59_ -5q-
SOUTH VAULT SECT/ON C-C
SCALE- 1" 10'
0
`(EYMAP /
L/NCOLN AVE NE
VAUL T VOLUMES (CF)
STORAGE TYPE DESIGN AS-BU/L T
SOUTH VAULT LIVE 82, 080 62,080
62.8 0..8,
--- -59
8'
1 1 CONSTRUCTION RECORD DRAWINGS
62.75
63.2
REMOVABLE WATERTIGHT
COUPLING (OPTIONAL)
4" At CUP
`O � REO D ELEV.
WELDED ELBOW A
DRILL OR/F/G
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 MOOR�pE ONE INCH
CHECKEDHOLL/ HEA VRIN IF NOT ONEAT FULL NCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
ROLL/ H. HEA VR/N P. E.
SOLID COVER MARKED 'DRAIN"
WITH A SOL T L OCKING RING
AND COVER.
RIM ELEVA TION = 76.14
LADDER
TOP OF RISER
74.02
PIPE SUPPORT (2 MIN.)
3"x0.090" ALUMINUM WITH
5/8" STAINLESS BOL TS
SEE ELBOW DETAIL THIS SHEET (TYP)
4
18" RISER
SAND COLLAR OR -
I(OR-N-SEAL BOOT
(TYP.)
18" OUTLET PIPE
TO NORTH VAUL T
4
4-
a
4
FINISH GRADE
X /\�'x\
TOP OF VAULT EL. 75.60 >\\>
�
Q
V H W S.- EL. 74.02
EL: � 7J 02
0 2" ORIFICE
EL: �B 71.05
01-112" ORIFICE
EL: 6-9.-8 69.79
01 " ORIFICE
SHEAR GATE
L. W.S. EL. 6-0-9 64.02
10.89
4 4
0 1-118" a 4
ORIFICE 4
IN BOTTOM
PLA TE a
4 4
� 4 4
SOUTH VA UL T
CONTROL STRUCTURE
SCALE.- 1"=2'
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 INDICATES 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
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
11 CITY OF
'� RENTON
Planning/Building/Public Works Dept.
4
4
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
'ConZPLANNING
99 �.� DESIGN SURVEYING
ISTER �
ZONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417945
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
STORM DRAINAGE VA UL T DETAILS
SOUTH VA UL T
PC
1
Z
DATE: CT
211JI24 V
FIELDBOOK:
PAGE:
DRAWING NO:
C4.32
SHEET: OF:
45 107
CONSTRUCT/ON RECORD DRA WINGS