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ALT INLET '
5x 10 ACCESS GRATE
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1
GENERAL NOTES:
1. PROVIDE WATER TIGHT. SEALS AT ALL JOINTS.
2. STRUCTURAL REINFORCING SHALL BE PER
SPECIFICATION SECTION 7 -204.
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.
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5.
Will 111E' PLI-JIN SHLE-L-1--p.
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CIRCULAR
ADJUSTMENT FINISHED
SECTION GRADE ELEV
7' L M I Iii
LADDER, TYP
SEE CITY OF RENTON
STD PLAN B034
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6 LAYER OF
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9 -33.2 TABLE 3 SECTION A .."
kA I d NOT TO SCALE
ALT OUTLET
LOCATION,
SEE. PLANS
PRECAST RISER
SECTION
B/
WATER QUALITY VAULT TABLE
T MLM3UK1- U Al f'UIN I OF MINIMUM COVER.
MANHOLE RING AND
LOCKING COVER PER
WSDOT STD PLAN
B ---25, TYP
.FINISH
GRADE El
2' AT
LOWEST
POINT
FOR BAC K FI LI
REQUIREMENT
SEE DETAIL 1
DWG U29 —
W —n"
SECTION B I B
L
FOR "L" LESS THAN 50'
1 2
.16101 ON
.. ♦- Mho �« f
EQ EQ
FOR "L" AT 50' TO 100'
EQ EQ EQ
FOR "L" AT 100' TO 150'
1 2 3 4
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'�M� : - '""ice -.L . »yq ,•, , .t.
I_ EQ I EQ � EQ � EQ
FOR "L" GREATER THAN 150'
GROUT DETAIL
NOT TO SCALE
C• 4(�,
35 O w�
T Eg �ti�w
SIORAL
EXPIRES 06/06/07
CITY OF RENTON
SOUTH LAKE WASHINGTON
ROADWAY IMPROVEMENTS
WET VAULT DETAILS
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