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10 = 07 LONG — LAP 3'_0„ 10 #5 DCAE,�S 0 ;2 SIDv AND END BIWAALiS V —O'
;��i 1 1 %f 8 X 1 I' -4' TRANSV 0 12- —y
2' CL- -- /x
\. ,l L— 6' L 3' CL
9_J _ DETAIL 10' 9'
2' —'4]" 2' -4'
I 13' -2'
NOTE:
CUT SLAB BARS AT MANHOLE OPENINGS
AND ADD BARS PER PLAN- ADJUST WALL
STEEL TO ACCOMMODATE PENETRATIONS. SECTION
NTS D13
2' -3'
? 15 — LAP 2' -0'
#5 HOF ENDINALL 0 12'
1 V -4'
_ 7'— O'�7' —O'
2 CL
10 � #4 HEF SIDEWALL 0 18'
264 C�::) 15 VEF 0 12" SIDE AND END WALLS
15 DOWEL TO MATCH VERTS.
2' -3'
V -3'
I�
3
II ,�
s!
OAKESDALE AVE. SW EXTENSION -PHASE to Dwc NO.
D14
TOP OF SLAB SHEET
WATER QUALITY VAULT 48 OF 9�
2" CL
b
fl
7 w
I
A
9' 7 5 VERT. 0 6 EQUAL SPACES 9"
ROUGHEN JOINT
=L AT CORNER
I
1
2' CL.
'
9 15 LONG 0 ;F' - LAP 2 - -D°
39 = 05 X 8
a,
s� 7 s
�
I 1
\. ,l L— 6' L 3' CL
9_J _ DETAIL 10' 9'
2' —'4]" 2' -4'
I 13' -2'
NOTE:
CUT SLAB BARS AT MANHOLE OPENINGS
AND ADD BARS PER PLAN- ADJUST WALL
STEEL TO ACCOMMODATE PENETRATIONS. SECTION
NTS D13
2' -3'
? 15 — LAP 2' -0'
#5 HOF ENDINALL 0 12'
1 V -4'
_ 7'— O'�7' —O'
2 CL
10 � #4 HEF SIDEWALL 0 18'
264 C�::) 15 VEF 0 12" SIDE AND END WALLS
15 DOWEL TO MATCH VERTS.
2' -3'
V -3'
I�
3
II ,�
s!
OAKESDALE AVE. SW EXTENSION -PHASE to Dwc NO.
D14
TOP OF SLAB SHEET
WATER QUALITY VAULT 48 OF 9�
SECTION K
NTs 13
I!IIIIRI
10 #5 DOWEL EA. END (TYP.)
I v— UKUUVL
CE. FILL
ALANT
ERSTOP
SECTION I
CONTROL JOINT IN WALL 13
NTS
SAWCUT 1/4" WIDE X 1" DEEP
FILL W/ SEALANT
SECTION M
CONTROL JOINT IN FLOOR D13
NTS
:oar,
r A. 76
c 4q- !f
owixES +z /ix/va
Cis; ie7o 97.
24X
4 A4 15 HOR.
CENTER IN
2" CL, (TYP.)
® 3 EQUAL SPACES
BAFFLE
9' 7 5 VERT. 0 6 EQUAL SPACES 9"
I
SECTION K
NTs 13
I!IIIIRI
10 #5 DOWEL EA. END (TYP.)
I v— UKUUVL
CE. FILL
ALANT
ERSTOP
SECTION I
CONTROL JOINT IN WALL 13
NTS
SAWCUT 1/4" WIDE X 1" DEEP
FILL W/ SEALANT
SECTION M
CONTROL JOINT IN FLOOR D13
NTS
:oar,
r A. 76
c 4q- !f
owixES +z /ix/va
Cis; ie7o 97.
24X