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36'0 ACCESS MANHOLE (TYP_)-
WITH SLOTTED, LOCK6NG COVER
SEE CITY OF RENTON STD. PLAN B028
— — — — — — — — — — — — — — —
14' -10'
9 27' -10" CCRTRwL Oi>UT SPACING
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EL. 21.04
MARK
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._CONC..BAFFLE
O 12 "0 INLET PIPE
1.E 13.50
EL 12.0 —
_ -- - - - —
fk EL 8.9
STD. GALV. LADDER
OR STEPS (TYP.)
_ _ _ -- - — —
12 '0 OUTLET PIPE
WITH 90' ELBOW AND
AIR RELEASE HOLE
I.E. 15.50 24" MIN. J
STD. PAN 6034 \�Ci
SEDIMENT S TORAGE DEPTHS
l BOTTOM SLOPE 0.67. �-
12'-'10"
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522
-4" tl� =0"
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I 1
,73 M 10
_O°
7'-0' n
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1i' -4'
2' -0'
2
5
(A)
STR.
-
a
3
5
i
'LIMIT OF
264
STRUCTURE
4
5
EXCAVATION
STR.
264
2340
s
4
(A)
I?
-
6" (TYP.)
6
5
14' -3i°
70
Ngx
a
7-
1 -O'
4 '
a
n
m
27' -10" CONTROL JOINT SPACING
PLAN
SCALE: 1/4 " =1' -0"
FINISH ROADWAY GRADE TOP OF SLAB EL. 17.53
—
EXISTING GRADE — — — — — — —
ADD 2 1 a 18 BOT 0 4"
ADD 2 13 17 SOT 0 4" EA. SIDE OF OPENING
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SHEAR GTE CONTROL ROD
BEND AS REO'D FOR VERT.
ALIGNMENT WITH COVER,
EL 19.56 ATTACH END TO SUPPORT
BRACKET ON INSIDE OF
ACCESS OPENING.
DETAIL
SECTION n
SCALE: 1/4 " =i' -O" -
E EL 8.6
BAR LIST
1.2" MIN,
MARK
SIZE
._CONC..BAFFLE
O 12 "0 INLET PIPE
1.E 13.50
EL 12.0 —
_ -- - - - —
fk EL 8.9
_ _ _
L
14
5.6' WETPOOL DEPTH
_ _ _ -- - — —
12 '0 OUTLET PIPE
WITH 90' ELBOW AND
AIR RELEASE HOLE
I.E. 15.50 24" MIN. J
—(} EL 83 4
_ BOTTOM SLOPE -
SEDIMENT S TORAGE DEPTHS
l BOTTOM SLOPE 0.67. �-
DETAIL
SECTION n
SCALE: 1/4 " =i' -O" -
E EL 8.6
BAR LIST
ALL REINt ORCiNG SHALL BE AASHTO M31. GRADE 60.
MARK
SIZE
LENGTH
JNVE3ER
I WEIGHT
I EIENDY G DIAGRAM (ALL DIMENSIONS ARE OUT TO OUT)
1
5
12'-'10"
STR.
39
522
-4" tl� =0"
1� Y gCfl
I 1
,73 M 10
_O°
7'-0' n
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{
V -4" 'I U
1i' -4'
2' -0'
2
5
(A)
STR.
-
675
3
5
3' -42"
264
928
4
5
(A)
STR.
264
2340
5
4
(A)
STR,
-
766
6
5
14' -3i°
70
749
7-
5
25' -1"
14
366
8
5
8' -6" -
20
177
9
5
5' -92"
20
121
STR.
STRAIGHT
TRANSV
TRANSVERSE
•10
5
3' -1T"
2
140
456
Al
1' -4"
1 v I p Q-
11
8
V -4°
STR.
60
1815
4
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12
7
A
STR.
-
1202
(A) DETERMINE FROM PLANS
13
7
8' -0"
STR,
8
131
14
5
9' -10"
STR.
4
41
15
Fil 5
3' -8"
STR. 1
7
27
J12'0 OUTLET PIPE
8 "0 LWNTENANCE
DRAIN W /SHEAR GATE
LF- 9.90
OAKESDALE AVE, SW EXTENSION —PHASE 1A 0wG N0,
n13
SHEET
WATER QUALITY VAULT 47 OF 56
GENERAL NOTES:
1 _ ALL MATERIAL AND WORKMANSHIP SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF THE STATE
OF WASHINGTON, DEPARTMENT OF TRANSPORTATION,
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION DATED 1996, AND CITY
OF RENTON SUPPLEMENTAL SPECIFICATIONS.
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE 1996 AASHTO
STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES.
3. ALL CONCRETE SHALL BE CLASS 4000,
4. DESIGN LOADING:
LL: HS25
SOIL DENSITY: 125 PCF
EQUIV, FLUID PRESS.: 45 PCF
WATER TABLE: EL. 9
-3• LEGEND:
T1
i
I
IDENTIFIES SECTION, VIEW OR DETAIL
TAKEN OR SHOWN ON SHEET D14
DASH INDICATES SECTION, VIEW OR DETAIL
IS TAKEN AND SHOWN ON THE SAME SHEET
BOT
BOTTOM
CL
CLEAR
EA,
EACH
EQUIV.
EQUIVALENT
GALV,
GALVANIZED
HEF
HORIZONTAL EACH FACE
HIF
HORIZONTAL INSIDE FACE
HOF
HORIZONTAL OUTSIDE FACE
HOR.
HORIZONTAL
IL.
LIVE LOAD
LONG
LONGITUDINAL
NTS
NOT TO SCALE
OUT
OUTSIDE
PRESS.
PRESSURE
REQ'D
REQUIRED
SPA
SPACED
STR.
STRAIGHT
TRANSV
TRANSVERSE
VEF
VERTICAL EACH FACE
VERT.
VERTICAL
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