HomeMy WebLinkAboutSWP2703149.280
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INLET POINT
ALT INLET
LOCATION,
SEE PI nt.lc
GENERAL NOTES:
1. PROVIDE WATER TIGHT SEALS AT ALL JOINTS.
2. STRUCTURAL REINFORCING SHALL BE PER
SPECIFICATION SECTION 7-20.
3. INCREASE THICKNESS OF QUARRY SPALL LAYER TO
2' FOR VAULTS P-1 AND 10-1.
4. LOCATE ACCESS GRATES AND COVERS AT SUMP
LOW -POINTS PER GROUT DETAIL, THIS SHEET, AND
AS INDICATED ON THE PLAN SHEETS.
CIRCULAR
ADJUSTMENT FINISHED
SECTION F GRADE ELEV
I
INLET IE
d a NON -POROUS,
NON -SHRINKING
GROUT AROUND PIPE
- LADDER, TYP
SEE CITY OF RENTON
STD PLAN B034
GEOTEXTILE FABRIC FOR SOIL
STABILIZATION PER
SPECIFICATION SECTION 9-33.2,
TABLE 3, TUCKED UNDER VAULT
FOOTPRINT BY 18".
WHPT(Iflic
12100 NE 195th St, Ste 300
Bothell, WA 98011 s�ao 1°' \L 9 \' ° \04" °'I'9
425-951-4800 Fax 425-951-4808
www.whpacific.com
L=(SEE TABLE)
5'x10' ACCESS GRATE
(H25 RATED)
AI/lTr A A AIn C
VAULT PLAN
NOT TO SCALE
GRATE OPENING
5'-0" x 10'-0"
WQ DESIGN WS
VAULT FLOOR
ALT OUTLET
LOCATION,
SEE PLANS
PRECAST RISER
SECTION
ja
6" LAYER OF
COMPACTED CSBC
1' MIN LAYER OF 2" TO 4"
QUARRY SPALLS, SEE NOTE 3
SECTION A -A
NOT TO SCALE
BHC Consultants, LLC
720 Third Avenue, Suite 1200
Seattle, Washington 98104-1820
206.505.3400
206.505.3406 (fax)
www.bhcconsultants.com
NO.
REVISION
OFFSET
POI NT -
,a
ia
5'-0"
OUTLET IE
GROUT 2" MIN
AT LOWEST
POINT
z
0
cn
0
Z
W
IT N
j' TYP
i
A
A
a
OUTLET
ACCESS
COVER,
TYP
MANHOLE RING AND
LOCKING COVER PER
WSDOT STD PLAN
B-25, TYP
2' AT
LOWEST
POINT
WATER QUALITY VAULT TABLE
VAULT NAME
/ N0.
START
STATION,
OFFSET
END
STATION,
OFFSET
INSIDE
DIMENSION
(LxWxH)
FINISH
GRADE
ELEV *
VAULT
FLOOR
ELEV
INLET
IE
OUTLET
IE
LOGAN AVE N
L-1 146+95.00, C/L 147+74.00, C/L 79'x8'x10.5' 31.36 18.19 24.09 26.19
L-2
L-3
43+70.14, 34.50' RT
45+81.14, 34.50' RT
211'x8'x10.5'
29.28
'16.15
21.52
24.15
51 +71.38, 33.23' RT
53+67.27, 33.97' RT
189'x8'x10.5'
29.29
15.63
20.47
23.63
L-4
64+43.90, 52.0' RT
65+71.19, 52.0' RT
121 'x8'x 10.5'
27.80
14.67
20.67
22.67
PARK AVE N
P-1
35+67.24, 3.9' RT
36+ 1 1.24, 3.9' RT
44'x8'x 10.5'
29.74
17.05
25.05
25.31
N 8TH ST
8-1
69+95.00, 0.5' RT
70+78.00, 0.5' RT
83'x8'x10.5'
28.89
15.76
21.76
23.76
N 10TH ST
10-1 63+00.00, C/L 63+89.00, C/L 89'x8'x10.5' 30.44 17.31 22.81 25.31
10-2 58+15.00, C/L 58+99.00, C/L 84'x8'x10.5' 28.20 15.18 23.18 23.41
* MEASURED AT POINT OF MINIMUM COVER.
FINISH
GRADE ELE
FOR BACKFILL
REQUIREMENT`.
SEE DETAIL 1
DWG U29 -
o
00
VAULT
FLOOR
ELEV
D 1
JCS 3.12.10 MS V SURVEYEcSR
DESIGNED: -
DN
DRAWN:
CAD
CHECKED:
LCA
BY DATE APPR APPROVED:
LCA
�iv
SECTION B-B
4928 NOT TO SCALE
SCALE:
HORIZONTAL: NAD 1983/1991 �� CITY 0 F
AS SHOWN ��
RENTON
ONE INCH
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH v�
SCALE ACCORDINGLY
L
FOR "L" LESS THAN 50'
EQ EQ
FOR I" AT 50' TO 100'
EQ t EQ EQ
FOR "L" AT 100' TO 150'
O
O
O
O
EQ EQ EQ EQ
FOR "L" GREATER THAN 150'
GROUT DETAIL
NOT TO SCALE
RECORD DRA WINGS
PREPARED BY WHPACIFIC,
FEBRUARY 2010, BASED
ON CONTRACTOR RECORDS.
CITY OF RENTON
SOUTH LAKE WASHINGTON
ROADWAY IMPROVEMENTS
WET VAULT DETAILS
A
10 0035524
sc i s T E����z'ww
SIONAL
EXPIRES 06/06/07
DATE:
4/17/06
FIELDBOOK:
PAGE:
DRAWING NO:
SD26
SHEET: OF:
83 205
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