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DWW #1
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DWW
#24
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DWW #25
CONCRETE
CHANNEL
DWW #26
DWW #27
DWW # 28
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DWW # 29
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PROPOSEO FOUNDATION
WALL
E EXI
IS11ING
DIIAINAG
To, REM
CONSTRUCTION
@ MAT FOOTING
EE D%�C
------ J 8eVELO
L
DWW #30
OAD SOIL NAIL
A GE R
C.S. HIGHWA Y 6 FRONT
. . if It I I I I I I I
RAMP III)
TO LM-02 SLOPING I IAT FOOTING
DEPTH = 3�tPMIN.
NORTH WEST
Y F
O
OF EXCAVATION .RACING
ELEVATOR
PIT
CONCRETE
E CHANNEL
AIN, DURING
Liam
DEPTH ® 3'-0" MIN.
NOT VALID WITHOUT DATE
a, WIN!
SIGNkTURE
E_WX 0401gWil"
rot
Lon
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In
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10L
/812684
PROPOSEO FOUNDATION
WALL
E EXI
IS11ING
DIIAINAG
To, REM
CONSTRUCTION
@ MAT FOOTING
EE D%�C
------ J 8eVELO
L
DWW #30
OAD SOIL NAIL
A GE R
C.S. HIGHWA Y 6 FRONT
. . if It I I I I I I I
RAMP III)
TO LM-02 SLOPING I IAT FOOTING
DEPTH = 3�tPMIN.
NORTH WEST
Y F
O
OF EXCAVATION .RACING
ELEVATOR
PIT
DWW J31
PIT PiT
MAT FOOTING DEPTH = S-O* MIN.
DWW #6
PLAN VIEW
8172!-e - lool-O" SCALE, 1/16' = V-O"
NOTE:
1. SHORING WALL LAYOUT TO BE PROVIDED BY OTHERS.
2; GROUT COLUMNS 2-e O.C. TYP. U-N-O, BOTTOM ELEVATION OF
ALL ORbUT COLUMNS MUST EXTEND 11-01 BELOW BOTTOM OF
EXCAVATION,
3. FIELD ADJUST SOIL NAIL LAYOUT TO Avuly CONFLICT
EXISTING GROUT COLUMNS AND DE-WATERING WELLS,
4. DE-WATERING WELL -LAYOUT SHOWN ON THIS DRAWING IS
APPROXIMATE. AND FINAL LOCATION OF WELLS SHALL BE
DETERMINED ON DRAWINGS BY OTHERS.
SEE DWO XBS-3 SOUTH WEST WALL FOR
V1
DDEVELOPED ELEVATION MEW OF EXCAVATION
Discharge Line #2 17 co
600 to 1200 gpm
DWW #32
15 0,
12 11 (10) 0 8 7-
6
Now
r—=
LEGEND:
_74 TYPICAL SOIL NAIL WITH 11
COLUMN NUMBER INCLUDED
TYP. GROUT COLUMN
EXISTING GRADE
D DE- WATERING WELLS
BY OTHERS
P1,
SWE O� 1
Isc*ge Line # j6:
MANI Fo(�D
i. ri 'r Is I /02T HU to 1000` gpm
Y
�W� +P L Wr� 6. 4
-..DWW #33
12" VC
Site Access from West
3 Meadow Drive
500 to 1000 5 )m DWW # 34
Ew— rw--� ew-
kS
DWW #35
ew
a.
4'H 4W eDGE
OF ASP ALT
80 EG E0 'ra 40 4W
Cs zo
es
RCP 'ro—,
es 4'0
ES
ES eo
Es
ELEVATOR 11 ELEVATOR
PIT PIT
LEVEL 2 - 8140.0
DWW #36 Possible
Discharge
Burial
Location DWW #37
FIG DEPTHS
DIFFER
F2
W =
91 BOF -
SEE DWG XIIS -6 SOUTH WALL FOR DEVELOPEDI
SELEVA
ELEVATION M& OF EXCAVATION BRACING I
DWW # 21
EL 6440 11
DWW
#22
Discharge Line 5
ZO to 450 GPM
STORM ACCESS M ANHO
RIM - 8162V
INVERT - 6154,7
Approximate Location of realigned
Sproddle Creek
UNDER NO CONDITION SHALL ANY HEAVY
EQUIPMENT (CRANES,PUMP TRUCKS, ETC.) BE
ALLOWED ALONG THE EAST SHORING WALL--,
Discharge Llne,3
280 to 600 GPM
MAT FOOTING DEPTH - S-O' MiN-
T COLUMN
48" RC
. 8151
VAULT
SEE DWG XBS -6 UPPER SOUTH
ELEVATION MEW OF EXCAVATION
,�` Top OF 48 RCP
ELEv. - $150.4
�.Top OF 4W RC
ELm 8159.3 P
DWW #
Discharge Line 6
500 to 1000 gpm
SEE
VA000
THITW0 To SE
My
USED IMIE S157
FORM
B.O. MAT
8126.84-�,
TION
CONCRETE
E CHANNEL
AIN, DURING
Liam
DEPTH ® 3'-0" MIN.
DWW J31
PIT PiT
MAT FOOTING DEPTH = S-O* MIN.
DWW #6
PLAN VIEW
8172!-e - lool-O" SCALE, 1/16' = V-O"
NOTE:
1. SHORING WALL LAYOUT TO BE PROVIDED BY OTHERS.
2; GROUT COLUMNS 2-e O.C. TYP. U-N-O, BOTTOM ELEVATION OF
ALL ORbUT COLUMNS MUST EXTEND 11-01 BELOW BOTTOM OF
EXCAVATION,
3. FIELD ADJUST SOIL NAIL LAYOUT TO Avuly CONFLICT
EXISTING GROUT COLUMNS AND DE-WATERING WELLS,
4. DE-WATERING WELL -LAYOUT SHOWN ON THIS DRAWING IS
APPROXIMATE. AND FINAL LOCATION OF WELLS SHALL BE
DETERMINED ON DRAWINGS BY OTHERS.
SEE DWO XBS-3 SOUTH WEST WALL FOR
V1
DDEVELOPED ELEVATION MEW OF EXCAVATION
Discharge Line #2 17 co
600 to 1200 gpm
DWW #32
15 0,
12 11 (10) 0 8 7-
6
Now
r—=
LEGEND:
_74 TYPICAL SOIL NAIL WITH 11
COLUMN NUMBER INCLUDED
TYP. GROUT COLUMN
EXISTING GRADE
D DE- WATERING WELLS
BY OTHERS
P1,
SWE O� 1
Isc*ge Line # j6:
MANI Fo(�D
i. ri 'r Is I /02T HU to 1000` gpm
Y
�W� +P L Wr� 6. 4
-..DWW #33
12" VC
Site Access from West
3 Meadow Drive
500 to 1000 5 )m DWW # 34
Ew— rw--� ew-
kS
DWW #35
ew
a.
4'H 4W eDGE
OF ASP ALT
80 EG E0 'ra 40 4W
Cs zo
es
RCP 'ro—,
es 4'0
ES
ES eo
Es
ELEVATOR 11 ELEVATOR
PIT PIT
LEVEL 2 - 8140.0
DWW #36 Possible
Discharge
Burial
Location DWW #37
FIG DEPTHS
DIFFER
F2
W =
91 BOF -
SEE DWG XIIS -6 SOUTH WALL FOR DEVELOPEDI
SELEVA
ELEVATION M& OF EXCAVATION BRACING I
DWW # 21
EL 6440 11
DWW
#22
Discharge Line 5
ZO to 450 GPM
STORM ACCESS M ANHO
RIM - 8162V
INVERT - 6154,7
Approximate Location of realigned
Sproddle Creek
UNDER NO CONDITION SHALL ANY HEAVY
EQUIPMENT (CRANES,PUMP TRUCKS, ETC.) BE
ALLOWED ALONG THE EAST SHORING WALL--,
Discharge Llne,3
280 to 600 GPM
MAT FOOTING DEPTH - S-O' MiN-
T COLUMN
48" RC
. 8151
VAULT
SEE DWG XBS -6 UPPER SOUTH
ELEVATION MEW OF EXCAVATION
,�` Top OF 48 RCP
ELEv. - $150.4
�.Top OF 4W RC
ELm 8159.3 P
DWW #
Discharge Line 6
500 to 1000 gpm
SEE
VA000
THITW0 To SE
My
USED IMIE S157
FORM
B.O. MAT
8126.84-�,
TION
OF
ACCESS MANHOLE
8167.0
. 8157,3
NOT VALID WITHOUT DATE
& ORIGI�LAL,
SIGNkTURE
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