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MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
SHEET 21
21
SHEET 20
SHEET 24 SHEET 26
SHEET 22 SHEET 25 SHEET 27
MT CURVE BOULEVARD
FO
RD P
AR
KW
AY
WOODLAWN AVENUE
SA
NIT
AR
Y
CIT
Y
WA
TE
R
STORM
CIT
Y
WATER
ELE
C
ELEC
ELEC
STORM STORM
ST
OR
M
FIR
E
3"
GA
SO
LIN
E-
AB
AN
DO
NE
D
3"
DIES
EL-
AB
AN
DO
NE
D
12" WATERMAIN-ABANDONED
TELE
STO
RM
8"
CIT
Y
WA
TE
R
ELE
C
ELE
C
ELEC
ELEC
ELE
C
1"
GA
S1" CIT
Y
WA
TE
R8"
SA
NIT
AR
Y8"
ST
OR
M
GA
S
ELEC
12"
ST
OR
M
ST
OR
M
FIRE
FIR
E
FIR
E
SHEET 23
MATCH LINE - SHEET 22 MATCH LINE - SHEET 22
MA
TC
H LIN
E - S
HE
ET 24
MATCH LINE - SHEET 20MATCH LINE - SHEET 20
PROPERTY LINE
CBR #10083CBR #10085
CBS #10086
SMH #10082
CBR #10081
SMH #10080
CBR #10079
SMH #10077
CBR #10078
4" CITY WATER
WA
TE
R
8" STORM8" STORM
18" SANI
TARY
12"
ST
24"
ST
12" ST
12"
ST
OR
M
12" STORM
INTER
CEPT
OR
SA
NIT
AR
Y-
PA
RK
WA
Y
FO
RD
TE
NSIO
N T
UN
NEL
13,800
V HIG
H
ACTIVE ELEC LINE
CAUTION-
ACTIVE SANITARY SEWER
CAUTION -
LIMITS OF PHASE 2 & 3
MA
TC
H LIN
E - S
HE
ET 24
AB
AN
DO
NE
D
6"
CIT
Y
WA
TE
R -
ASPHALT
ASPHALT
ASPHALT
ASPHALT
(U
TILIT
Y, PIT
&
TU
NN
EL)
DE
MO
LITIO
N/
AB
AN
DO
NM
EN
T
SU
BG
RA
DE
BE
LO
W
6
FE
ET
PH
AS
E
2
STORM SEWER
MAINTAIN EXISTING
STORM SEWER
MAINTAIN EXISTING
STORM SEWER
MAINTAIN EXISTING
PLAN, APPENDIX F)
RIVER CORRIDOR
(MISSISSIPPI
RIVER CORRIDOR LIMITS
18" SANI
TARY-ABANDO
NED
LINE
ACTIVE FIRE
CAUTION -
OP
TIC -
AB
AN
DO
NE
D
SE
CU
RIT
Y FIB
ER
ABANDONED
SECURITY FIBER OPTIC-
ABANDONED
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
SP02_
Phase_
2A.d
gn
12/3/2012
79
SAIN
T
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UL,
MIN
NE
SO
TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
LP
LP
LP
LP
H
LP
LP
LP
LP
MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
SHEET 21
SHEET 20
SHEET 24 SHEET 26
SHEET 22 SHEET 25 SHEET 27
22
SOUTH MISSISSIPPI RIVER BOULEVARD
FO
RD P
AR
KW
AY
SOUTH MISSISSIPPI RIVER BOULEVARD
MA
TC
H LIN
E - S
HE
ET 25
MA
TC
H LIN
E - S
HE
ET 25
AB
AN
DO
NE
D
8"
CIT
Y
WA
TE
R
ELEC
ELEC
12" WATER MAIN
ELEC SA
NIT
AR
Y IN
TER
CEPT
OR
3"
GA
SO
LIN
E -
AB
AN
DO
NE
D
3"
DIES
EL -
AB
AN
DO
NE
D
FIR
E
ST
OR
M
TELE
TELE
12"
WA
TE
R
MAIN
ELE
C-
AB
AN
DO
ND
ED
WA
TE
R
10"
CIT
Y
FIR
E
FIRE
FIRE
15" STORM
3" GASOLINE-ABANDONED
3" DIESEL-ABANDONED
SANITARY INTERCEPTOR
SANITARY
6" ST
SHEET 23
MATCH LINE - SHEET 21 MATCH LINE - SHEET 21
PROPERTY LINE
CBR #10088
CBS #10089
STMH #10090
SMH #10093
CBR #11000 CBR #11001 18" STORM
12"
ST
OR
M
8" STORM
12"
ST
OR
M
12" S
T
8" S
T
10"
ST
OR
M
4" ST
12" ST
6"
ST
ACTIVE ELEC LINE
CAUTION -
ACTIVE WATER LINE
CAUTION -
SEWER
ACTIVE SANITARY
CAUTION -
ACTIVE SANITARY SEWER
CAUTION -
TE
NSIO
N T
UN
NEL
13,800
V HIG
H
HYDRANTS ON FIRE LINE
PROTECT SCV’S AND
LIMITS OF PHASE 2 & 3
ABANDONED
CITY WATER-
ASPHALT
(U
TILIT
Y, PIT
&
TU
NN
EL)
DE
MO
LITIO
N/
AB
AN
DO
NM
EN
T
SU
BG
RA
DE
BE
LO
W
6
FE
ET
PH
AS
E
2
FIRE LINE
MAINTAIN EXISTING
NOTES
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM OF EXISTING PIT ELEVATION = 804 FT4.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM OF WORK PIT ELEVATION = 805 FT3.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM OF CYLINDER PIT ELEVATION = 806 FT2.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM OF EXISTING PIT ELEVATION = 806.7 FT1.
(SEE NOTE 1)
AND FILLED WITH ENGINEERED FILL
EXISTING PIT REMAINDER TO BE REMOVED
(SEE NOTE 2)
AND FILLED WITH ENGINEERED FILL
CYLINDER PIT REMAINDER TO BE REMOVED
(SEE NOTE 3)
FILLED WITH ENGINEERED FILL
WORK PIT REMAINDER TO BE REMOVED
(SEE NOTE 4)
ENGINEERED FILL
AND FILLED WITHREMOVED
EXISTING PIT REMAINDER TO BE
ABANDONED
2-4" TELE CONDUIT -
ACTIVE FIRE LINE
CAUTION -
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
SP03_
Phase_
2A.d
gn
12/3/2012
79
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T
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UL,
MIN
NE
SO
TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
ELE
C. A
BA
ND
ON
ED
ELE
C. A
BA
ND
ON
ED
SHEET 21
SHEET 20
SHEET 24 SHEET 26
SHEET 22 SHEET 25 SHEET 27
MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
23
MATCH LINE - SHEET 26
15" STORM
18" STORM
12" SLOTTED DRAIN 15" SLOTTED DRAIN
24" STORM 24" STORM
24" STORM
12"
HP G
AS
GAS
GAS
GAS
12"
ST
OR
M
30" STORM
FIR
E
FIRE
FIREFIREFIREFIRE
DRAIN
15" SLOTTED
GAS
12"
ST
12"
ST
ST
OR
M
SHEET 23
MA
TC
H LIN
E - S
HE
ET 20
MA
TC
H LIN
E - S
HE
ET 20
MATCH LINE - SHEET 24 MATCH LINE - SHEET 24
PROPERTY LINE
CBR #10053
CBR #10050
CB #10046
STMH #10047
CBR #10058
CBR #10057
CBS #5659 CBS #5655
CBR #10055
CB #10056
CB #10054
CBS #5654
CBR #10038
CBR #10039
STMH #10040
CBR #10042
WA
TE
R
24" STORM6" STORM
6" ST
12"
ST
18" ST24" ST
12" ST
OR
M
12" STORM
8" ST
ACTIVE STORM SEWER
CAUTION -
ACTIVE GAS LINE
CAUTION-
18" ST
LIMITS OF PHASE 2 & 3
ASPHALT
(U
TILIT
Y, PIT
&
TU
NN
EL)
DE
MO
LITIO
N/
AB
AN
DO
NM
EN
T
SU
BG
RA
DE
BE
LO
W
6
FE
ET
PH
AS
E
2
STORM SEWER
MAINTAIN EXISTING
STORM SEWER
MAINTAIN EXISTING
STORM SEWER
MAINTAIN EXISTING
24"
ST
OR
M
30"
ST
OR
M
15" STORMST
ST
30"
STORM SEWER
MAINTAIN EXISTING
PLACE (TYP) (SEE NOTE 1)
TO BE ABANDONED IN
EXISTING SAND TUNNEL NOTES
(SEE NOTE 3)
WITH ENGINEERED FILL
TO BE REMOVED AND FILLED
EXHAUST TUNNEL REMAINDER
FILL (SEE NOTE 2)
FILLED WITH ENGINEERED
TO BE REMOVED AND
PAINT SLUDGE PIT REMAINDER
FORMER PAINT FACILITY FFE = 833 FT
EXHAUST TUNNEL HEIGHT APPROXIMATELY 12‘ FT
VARIES 816’‘ TO 820‘ FT
APPROXIMATE EXHAUST TUNNEL ELEVATION3.
FORMER PAINT FACILITY FFE = 833 FT
BOTTOM OF PAINT SLUDGE PIT ELEVATION = 820 FT2.
FORMER PAINT FACILITY FFE = 833 FT
SAND TUNNEL HEIGHT APPROXIMATELY 15‘ FT
APPROXIMATE SAND TUNNEL ELEVATION = 725‘ FT1.
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
SP04
_Phase_
2A.d
gn
12/3/2012
79
SAIN
T
PA
UL,
MIN
NE
SO
TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
HH
MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
SHEET 21
SHEET 20
SHEET 24 SHEET 26
SHEET 22 SHEET 25 SHEET 27
24
MA
TC
H LIN
E - S
HE
ET 26
MATCH LINE - SHEET 25 MATCH LINE - SHEET 25
ELEC
ST
OR
M
SHEET 23
MATCH LINE - SHEET 23
MA
TC
H LIN
E - S
HE
ET 21
MA
TC
H LIN
E - S
HE
ET 21
SMH #10030
FIR
E
6"
SA
NIT
AR
Y
SA
NIT
AR
Y
24" ST
MATCH LINE - SHEET 23
MA
TC
H LIN
E - S
HE
ET 26
MATCH LINE - SHEET 20
(U
TILIT
Y, PIT
&
TU
NN
EL)
DE
MO
LITIO
N/
AB
AN
DO
NM
EN
T
SU
BG
RA
DE
BE
LO
W
6
FE
ET
PH
AS
E
2
ASPHALT
LIMITS OF PHASE 2 & 3
WITH ENGINEERED FILL (SEE NOTE 3)
ABANDONED IN PLACE AND FILLED
EXISTING STEAM TUNNEL TO BE
NOTES
STORM SEWER
MAINTAIN EXISTING
STORM SEWER
MAINTAIN EXISTING
BELOW 6 FEET TO BE REMOVED
EXISTING STORM SEWER
TO BE REMOVED
SEWER BELOW 6 FEET
EXISTING STORM
6 FEET TO BE REMOVED
EXISTING STORM SEWER BELOW
6 FEET TO BE REMOVED
EXISTING STORM SEWER BELOW
18" STORM 24" STORM
30" ST
30" STORM
30"
ST
OR
M
36" STORM
36"
ST
OR
M
PLACE (TYP) (SEE NOTE 2)
TO BE ABANDONED IN
EXISTING SAND TUNNEL
NOTES CONTINUED
FILL (SEE NOTE 8)
AND FILLED WITH ENGINEERED
TO BE ABANDONED IN PLACE
SUBSTATION (BASEMENT)
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM SUBSTATION ELEVATION = 801.2 FT8.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM GLASS BASEMENT ELEVATION = 804 FT7.
(SEE NOTE 4)
TO BE ABANDONED IN PLACE
EXISTING GAS TUNNEL
(SEE NOTE 6)
BE ABANDONED IN PLACE
EXISTING TRAFFIC TUNNEL TO
6 FEET TO BE REMOVED
EXISTING STORM SEWER BELOW
6 FEET TO BE REMOVED
EXISTING STORM SEWER BELOW
6 FEET TO BE REMOVED
EXISTING STORM SEWER BELOW
12"
ST
FILL (SEE NOTE 1)
AND FILLED WITH ENGINEERED
REMAINDER TO BE REMOVED
EXISTING PAINT PIT
WITH ENGINEERED FILL (SEE NOTE 7)
REMAINDER TO BE REMOVED AND FILLED
EXISTING GLASS BASEMENT
PLAN, APPENDIX F)
(MISSISSIPPI RIVER CORRIDOR
RIVER CORRIDOR LIMITS
FILL (SEE NOTE 9)
AND FILLED WITH ENGINEERED
REMAINDER TO BE REMOVED
EXISTING EXHAUST TUNNEL
(SEE NOTE 11)
ABANDONED IN PLACE
TO BE CAPPED AND
SAND TUNNEL ELEVATOR
(SEE NOTE 11)
AND ABANDONED IN PLACE
ELEVATOR SHAFT TO BE CAPPED
FORMER PAINT FACILITY FFE = 833 FT
FORMER FAN FARM FFE = 810 FT
EXHAUST TUNNEL HEIGHT 12‘ FT
VARIES 816.1‘ TO 802.7‘ FT
BOTTOM EXHAUST TUNNEL ELEVATION9.
(SEE SHEET 76 FOR DETAIL)
FILL (SEE NOTE 5)
AND FILLED WITH FLOWABLE
BE ABANDONED IN PLACE
EXISTING OIL TUNNEL TO
ENGINEERED FILL (SEE SHEET 77 FOR DETAIL)
FROM TUNNELS; FILL SHAFT WITH
STRUCTURAL WALL(S) TO ISOLATE SHAFT
INSTALL FULL HEIGHT REINFORCED
MANHOLE TO REMAIN
WITH ENGINEERED FILL (SEE NOTE 10)
REMAINDER TO BE REMOVED AND FILLED
EXISTING HOPPER HOUSE BASEMENT
ON SHEET 78
BACKFILLED IN ACCORDANCE WITH DETAILS REFLECTED
TO SUBSURFACE BEDROCK TUNNELS WILL BE CAPPED AND
ALL ACCESS POINTS (MANHOLE, SHAFT, PIPE, STAIRWELL)11.
FORMER HOPPER HOUSE BUILDING FFE = 813 FT
BOTTOM HOPPER HOUSE BASEMENT ELEVATION = 799 FT10. FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
TRAFFIC TUNNEL HEIGHT = 10 FT TO 11 FT
BOTTOM TRAFFIC TUNNEL ELEV = 725‘ FT6.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
OIL TUNNEL HEIGHT = 5‘ FT
BOTTOM OIL TUNNEL ELEVATION = 800‘ FT5.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
UTILITY TUNNEL HEIGHT = 5.5 FT TO 6 FT
BOTTOM UTILITY TUNNEL ELEVATION = 731‘ FT4.
HOPPER HOUSE BASEMENT ELEVATION = 799 FT
FORMER HOPPER HOUSE FFE = 813 FT
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
STEAM TUNNEL HEIGHT = 10‘ FT
TO 798‘ FT
BOTTOM STEAM TUNNEL ELEVATION = 800‘ 3.
FORMER CARBON UNIT HOUSE FFE = 810 FT
FORMER FAN FARM FFE = 810 FT
FORMER PACKER BUILDING FFE = 815 FT
FORMER HOPPER HOUSE FFE = 813 FT
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
SAND TUNNEL HEIGHT = 15‘ FT
APPROXIMATE SAND TUNNEL ELEVATION = 725‘ FT2.
FORMER PAINT FACILITY FFE = 833 FT
BOTTOM PAINT SLUDGE PIT ELEVATION = 820 FT1.
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
SP05_
Phase_
2A.d
gn
12/3/2012
79
SAIN
T
PA
UL,
MIN
NE
SO
TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
SHEET 21
SHEET 20
SHEET 24 SHEET 26
SHEET 22 SHEET 25 SHEET 27
25
MA
TC
H LIN
E - S
HE
ET 27
MA
TC
H LIN
E - S
HE
ET 27
SOUTH MISSISSIPPI RIVER BOULEVARD
6"
SA
NIT
AR
Y
SANIT
ARY SANITARY
4"
SA
NIT
AR
Y
3"
GA
S
ST
OR
M
15" STORM15" STORM
21" STORM
30" X 72" SANITARY
FIR
E
SHEET 23
MA
TC
H LIN
E - S
HE
ET 22
MA
TC
H LIN
E - S
HE
ET 22
MATCH LINE - SHEET 24 MATCH LINE - SHEET 24
PROPERTY LINE
CBR #11002
SMH #11004
CBR #11010
CBR #11013 CB #10092
SOUTH RIVER MISSISSIPPI BLVD
6" ST
18" STORM18" STORM15" STORM
SANITARY SEWER
CAUTION - ACTIVE
SANITARY SEWER
CAUTION - ACTIVE
SANITARY SEWER
CAUTION - ACTIVE
SANITARY SEWER
CAUTION - ACTIVE
STORM SEWER
CAUTION - ACTIVE
LIMITS OF PHASE 2 & 3
(U
TILIT
Y, PIT
&
TU
NN
EL)
DE
MO
LITIO
N/
AB
AN
DO
NM
EN
T
SU
BG
RA
DE
BE
LO
W
6
FE
ET
PH
AS
E
2
(SEE NOTE 7)
FILLED WITH ENGINEERED FILL
EXISTING STEAM TUNNEL TO BE
BULKHEAD STEAM TUNNELFIRE LINE
MAINTAIN EXISTING
ENGINEERED FILL (SEE NOTE 1)
ABANDONED AND FILLED WITH
EXISTING SUBSTATION TO BE
(SEE NOTE 2)
TO BE ABANDONED IN PLACE
EXISTING CABLE TUNNEL
(SEE NOTE 4)
BE ABANDONED IN PLACETO
EXISTING TRAFFIC TUNNELS
BULKHEAD TRAFFIC TUNNEL
(SEE NOTE 8)
FILLED WITH ENGINEERED FILL
WORK PIT TO BE ABANDONED AND
IN PLACE (SEE NOTE 11)
TUNNELS TO BE ABANDONED
EXISTING SANITARY SEWER
IN PLACE (SEE NOTE 12)
TUNNEL TO BE ABANDONED
EXISTING STORM SEWER
BULKHEAD GAS TUNNEL
BULKHEAD STORM SEWER TUNNEL
(SEE NOTE 5)
ENGINEERED FILLWITH
REMOVED AND FILLEDBE
WORK PIT REMAINDER TO
(SEE NOTE 9)
AND FILLED WITH ENGINEERED FILL
CONVEYOR PIT REMAINDER TO BE REMOVED
NOTES
(SEE NOTE 6)
ENGINEERED FILL
FILLED WITHTO BE
EXISTING PUMP ROOM
(SEE SHEET 77 FOR DETAIL)
(SEE NOTE 10)
TO BE ABANDONED IN PLACE
EXISTING GAS TUNNEL
MH1
MH2
MH3
MH4
(SEE SHEET 76 FOR DETAIL)
AND FILL WITH FLOWABLE FILL
BULKHEAD SANITARY SEWER TUNNEL
(SEE SHEET 77 FOR DETAILS)
FILL SHAFT WITH ENGINEERED FILL
WALL(S) TO ISOLATE SHAFT FROM TUNNELS;
INSTALL FULL HEIGHT REINFORCED STRUCTURAL
(SEE SHEET 76 FOR DETAIL)
FILL WITH FLOWABLE FILL
SEWER TUNNEL AND
BULKHEAD SANITARY
(SEE SHEET 76 FOR DETAIL)
(SEE NOTE 3)
FILLED WITH FLOWABLE FILL
ABANDONED IN PLACE AND
EXISTING OIL TUNNEL TO BE
FIRE LINE
CAUTION - ACTIVE
8" SAN-ABANDONED
AB
AN
DO
NE
D
8"
GAS -
(SEE SHEET 77 FOR DETAIL)
BULKHEAD CABLE TUNNEL
10"
TR
EA
TE
D
WA
ST
E-
AB
AN
DO
NE
D
FIRE LINE
CAUTION - ACTIVE
RIV
ER
WA
TE
R-
AB
AN
DO
NE
D
8"
GA
S
SHEETS 75-79.
BACKFILLED IN ACCORDANCE WITH DETAILS REFLECTED ON
TO SUBSURFACE BEDROCK TUNNELS WILL BE CAPPED AND
ACCESS POINTS (MANHOLE, SHAFT, PIPE, STAIRWELL, OR TUNNEL)13.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
STORM SEWER TUNNEL HEIGHT = 6‘ FT
12. APPROXIMATE STORM SEWER TUNNEL ELVATION = 755‘ FT
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
SANITARY SEWER TUNNEL HEIGHT = 6‘ FT
APPROXIMATE SANITARY SEWER TUNNEL ELEVATION = 755‘ FT11.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
GAS TUNNEL HEIGHT = 5.5 FT TO 6 FT
10. APPROXIMATE GAS TUNNEL ELEVATION = 731 FT
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM OF CONVEYOR PIT ELEVATION = 805.9 FT9.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM OF WORK PIT ELEVATION = 792.7 FT8.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
STEAM TUNNEL HEIGHT = 10 FT
APPROXIMATE STEAM TUNNEL ELEVATION = 798‘ FT TO 795‘ FT7.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM OF PUMP ROOM ELEVATION = 792.7 FT6.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM OF WORK PIT ELEVATION = 805.3 FT5.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
TRAFFIC TUNNEL HEIGHT = 11 FT
APPROXIMATE TRAFFIC TUNNEL ELEVATION = 704‘ FT TO 725‘ FT4.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
OIL TUNNEL HEIGHT = 5 FT
APPROXIMATE OIL TUNNEL ELEVATION = 800‘ FT3.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
CABLE TUNNEL HEIGHT = 6 FT TO 7 FT
APPROXIMATE CABLE TUNNEL ELEVATION = 736‘ FT TO 751‘ FT2.
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
BOTTOM OF SUBSTATION ELEVATION = 801.2 FT1. PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
SP06_
Phase_
2A.d
gn
12/3/2012
79
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T
PA
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TW
IN
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S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
MHMH
SHEET 21
SHEET 20
SHEET 24 SHEET 26
SHEET 22 SHEET 25 SHEET 27
MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
26
MATCH LINE - SHEET 27MATCH LINE - SHEET 27
RIVER BOULEVARD
SOUTH MISSISSIPPI
48" STORM
48" STORM
30" STORM
24"
ST
OR
M
24"
ST
OR
M
24"
ST
OR
M
12" STO
RM
12"
ST
OR
M
GAS
GA
S
GAS
STORM
GAS
18"
ST
OR
M
24"
ST
OR
M
30"
ST
OR
M
36"
ST
OR
M
ELEC
24" S
T
24"
ST
24"
ST
OR
M
SHEET 23
MATCH LINE - SHEET 23
MA
TC
H LIN
E - S
HE
ET 24
MA
TC
H LIN
E - S
HE
ET 24
PROPERTY LINE
CBR #10052
CBR #10051
STMH #10045
STMH #11017
CBB #11016
CBR #11015
24"
ST
18" ST12
" &
ACTIVE GAS LINE
CAUTION -
ACTIVE GAS LINE
CAUTION -
ACTIVE GAS LINE
CAUTION -
LIMITS OF PHASE 2 & 3G
AS
(U
TILIT
Y, PIT
&
TU
NN
EL)
DE
MO
LITIO
N/
AB
AN
DO
NM
EN
T
SU
BG
RA
DE
BE
LO
W
6
FE
ET
PH
AS
E
2
STORM SEWER
MAINTAIN EXISTING
30" ST
BELOW 6 FEET TO BE REMOVED
EXISTING STORM SEWER
ST
OR
M
36"
ST
OR
M
NOTES
(SEE NOTE 1)
BE ABANDONED IN PLACE (TYP)
EXISTING SAND TUNNEL TO
PLACE (TYP) (SEE NOTE 1)
TO BE ABANDONED IN
EXISTING SAND TUNNEL
24" STORM
STORM
PLAN, APPENDIX F)
(MISSISSIPPI RIVER CORRIDOR
RIVER CORRIDOR LIMITS
BELOW 6 FEET TO BE REMOVED
EXISTING STORM SEWER
GAS LINE
AND PROPOSED
MAINTAIN EXISTING
FORMER FRAME SHACK FFE = 810 FT
SAND TUNNEL HEIGHT APPROXIMATELY = 15‘ FT
APPROXIMATE SAND TUNNEL ELEVATION = 725‘ FT1.
BASIN AND OUTLET (SEE SHEET 10)
MAINTAIN TEMPORARY SEDIMENT
BASIN AND OUTLET (SEE SHEET 10)
MAINTAIN TEMPORARY SEDIMENT
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
SP07
_Phase_
2A.d
gn
12/3/2012
79
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T
PA
UL,
MIN
NE
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TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
JJ
SHEET 21
SHEET 20
SHEET 24 SHEET 26
SHEET 22 SHEET 25 SHEET 27
MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
27
MATCH LINE - SHEET 26MATCH LINE - SHEET 26
MA
TC
H LIN
E - S
HE
ET 25
MA
TC
H LIN
E - S
HE
ET 25
SOUTH MISSISSIPPI RIVER BOULEVARD
RIV
ER B
OULE
VA
RD
SO
UT
H
MIS
SIS
SIP
PI
24" STORM
12" STORMGAS
ELEC
15"
ST
OR
M
12" STORM
ST12
" ST
12"
ST
GAS
SHEET 23
PROPERTY LINE
STMH #10091
CBS #1740
4" ST
12" STORM
LIMITS OF PHASE 2 & 3
(U
TILIT
Y, PIT
&
TU
NN
EL)
DE
MO
LITIO
N/
AB
AN
DO
NM
EN
T
SU
BG
RA
DE
BE
LO
W
6
FE
ET
PH
AS
E
2
(SEE NOTE 1)
ABANDONED IN PLACE (TYP)
EXISTING SAND TUNNEL TO BE
NOTES
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
APPROXIMATE TUNNEL HEIGHT = 15‘ FT
APPROXIMATE SAND TUNNEL ELEV = 725‘ FT1.
BASIN AND OUTLET (SEE SHEET 11)
MAINTAIN TEMPORARY SEDIMENT
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
SP08_
Phase_
2A.d
gn
12/3/2012
79
SAIN
T
PA
UL,
MIN
NE
SO
TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
SHEET 29
SHEET 28
SHEET 32 SHEET 34
SHEET 30 SHEET 33 SHEET 35
28
FO
RD P
AR
KW
AY
FO
RD P
AR
KW
AY
12" STORM
15" STORM
18" STORM
12" STORM
24" S
TORM24"
ST
OR
M
24"
ST
OR
M
12" STORM
12" STORM
12" STORM
4" SANITARY
CITY WATER
ELEC
ELEC
ELEC
EL
EC
ELEC
EL
EC
EL
EC
AUTO PLUG HEATERS
ELEC
FIRE
SHEET 31
MA
TC
H LIN
E - S
HE
ET 31
MA
TC
H LIN
E - S
HE
ET 31
MATCH LINE - SHEET 32MATCH LINE - SHEET 29MATCH LINE - SHEET 29
PROPERTY LINE
ST
OR
M
ST
OR
M
CBR #10036
CB #10060
CBS #5660
CBS #10037
CBR #10035
CBR #10034
GAS
GAS
CIT
Y
WA
TE
R
6" ST4" ST
12" ST
12" STORM
12" HP GAS
4"
HP G
AS
ACTIVE GAS LINE
CAUTION -
ACTIVE GAS LINE
CAUTION -
SE
CU
RIT
Y FIB
ER
OP
TIC
AVENUE
CRETIN
LIMITS OF PHASE 3
832
831
830
829
828
827
826
825
824
823
24" STORM
24"
ST
OR
M
ASPHALT
ASPHALT
ASPHALT
KEEP EXISTING FENCE
(TYP)
BOLLARDS, AND CONCRETE BARRIER,
REMOVE ALL EXISTING FENCE,
DR
AIN
AG
E
PL
AN
GR
ADIN
G
AN
D
PH
AS
E
3
(LEASED)
LOT
PARKING
NON-FORD
NOTE
ENVIRONMENTAL CONDITIONS ENCOUNTERED
MAY FLUCTUATE 1‘ FOOT BASED UPON
REFLECTED GRADES ARE APPROXIMATE AND
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
GR01_
Phase_
2.d
gn
12/3/2012
79
SAIN
T
PA
UL,
MIN
NE
SO
TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
830
830
830
830
835
835
835
835
840
840
8408
40
845
845
845
845
850
850
850
850
850
85585
5
855
MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
SHEET 29
29
SHEET 28
SHEET 32 SHEET 34
SHEET 30 SHEET 33 SHEET 35
MT CURVE BOULEVARD
FO
RD P
AR
KW
AY
WOODLAWN AVENUE
SA
NIT
AR
Y
CIT
Y
WA
TE
R
STORM
CIT
Y
WATER
ELE
C
ELEC
ELEC
STORM STORM
ST
OR
M
FIR
E
3"
GA
SO
LIN
E-
AB
AN
DO
NE
D
3"
DIES
EL-
AB
AN
DO
NE
D
12" WATERMAIN-ABANDONED
TELE
STO
RM
8"
CIT
Y
WA
TE
R
ELE
C
ELE
C
ELEC
ELEC
ELE
C
1"
GA
S1" CIT
Y
WA
TE
R GA
S
SECURITY FIBER OPTIC
SE
CU
RIT
Y FIB
ER
OP
TIC
ELEC
12"
ST
OR
M
ST
OR
M
FIRE
FIR
E
FIR
E
6"
CIT
Y
WA
TE
R -
AB
AN
DO
NE
D
SHEET 31
MATCH LINE - SHEET 30 MATCH LINE - SHEET 30
MA
TC
H LIN
E - S
HE
ET 32
MA
TC
H LIN
E - S
HE
ET 32
MATCH LINE - SHEET 28MATCH LINE - SHEET 28
PROPERTY LINE
CBR #10083CBR #10085
CBS #10086
SMH #10082
CBR #10081
SMH #10080
CBR #10079
SMH #10077
CBR #10078
4" CITY WATER
WA
TE
R
8" STORM8" STORM
18" SANI
TARY
18" SANI
TARY
12"
ST
24"
ST
12" ST
12" STORM
INTER
CEPT
OR
SA
NIT
AR
Y-
PA
RK
WA
Y
FO
RD
TE
NSIO
N T
UN
NEL
13,800
V HIG
H
815
DR
AIN
AG
E
PL
AN
GR
ADIN
G
AN
D
PH
AS
E
3
810
811
812
812
813
809808
807806
805804
803 802
812
810
812
813
816
818
817
24" ST
ASPHALT
ASPHALT
ASPHALT
ASPHALT
(TYP)
BOLLARDS, AND CONCRETE BARRIER,
REMOVE ALL EXISTING FENCE,
12"
ST
AND RANDOM RIPRAP CLASS II
PRECAST CONCRETE HEADWALL
RIPRAP, CLASS II
HEADWALL AND RANDOM
12 INCH PRECAST CONCRETE
AND RANDOM RIPRAP CLASS II
24 INCH PRECAST CONCRETE HEADWALL
AND RANDOM RIPRAP CLASS II
8 INCH PRECAST CONCRETE HEADWALL
NOTE
PLAN, APPENDIX F)
(MISSISSIPPI RIVER CORRIDOR
RIVER CORRIDOR LIMITS
2 YEAR STORM ELEV 807.3’
100 YEAR STORM ELEV 808.0’
10 YEAR STORM ELEV 807.6’
BOTTOM ELEV 801.0’
NORMAL WATER ELEV 807.0’
8"
SA
N8"
ST
ACTIVE FIRE LINE
CAUTION -
ENVIRONMENTAL CONDITIONS ENCOUNTERED
MAY FLUCTUATE 1‘ FOOT BASED UPON
REFLECTED GRADES ARE APPROXIMATE AND
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
GR02_
Phase_
2.d
gn
12/3/2012
79
SAIN
T
PA
UL,
MIN
NE
SO
TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
810
810
810
815
815
815
820820
820
825
82582
5
LP
LP
LP
LP
LP
LP
LP
LP
MS
G
GRAPHIC SCALE
0’ 25’ 50’ 100’
SHEET 29
SHEET 28
SHEET 32 SHEET 34
SHEET 30 SHEET 33 SHEET 35
30
SOUTH MISSISSIPPI RIVER BOULEVARD
FO
RD P
AR
KW
AY
SOUTH MISSISSIPPI RIVER BOULEVARD
MA
TC
H LIN
E - S
HE
ET 33
MA
TC
H LIN
E - S
HE
ET 33
AB
AN
DO
NE
D
8"
CIT
Y
WA
TE
R
ELEC
ELEC
12" WATER MAIN
ELEC SA
NIT
AR
Y IN
TER
CEPT
OR
3"
GA
SO
LIN
E -
AB
AN
DO
NE
D
3"
DIES
EL -
AB
AN
DO
NE
D
FIR
E
ST
OR
M
TELE
TELE
12"
WA
TE
R
MAIN
2-4" TELE CONDUIT
ELE
C-
AB
AN
DO
ND
ED
WA
TE
R
10"
CIT
Y
FIR
E
FIRE
15" STORM
3" GASOLINE-ABANDONED
3" DIESEL-ABANDONED
SANITARY INTERCEPTOR
SANITARY
SHEET 31
MATCH LINE - SHEET 29 MATCH LINE - SHEET 29
PROPERTY LINE
CBR #10088
CBS #10089
STMH #10090
SMH #10093
CBR #11000 CBR #11001 18" STORM
12"
ST
OR
M
8" STORM
12"
ST
OR
M
12" S
T
8" S
T
10"
ST
OR
M
4" ST
12" ST
6"
ST
ACTIVE ELEC LINE
CAUTION -
ACTIVE WATER LINE
CAUTION -
SEWER
ACTIVE SANITARY
CAUTION -
ACTIVE SANITARY SEWER
CAUTION -
TE
NSIO
N T
UN
NEL
13,800
V HIG
H
LIMITS OF PHASE 3
DR
AIN
AG
E
PL
AN
GR
ADIN
G
AN
D
PH
AS
E
3
813
812812
ASPHALT ABANDONED
CITY WATER -
(TYP)
AND CONCRETE BARRIER,
REMOVE ALL EXISTING BOLLARDS
NOTE
ACTIVE FIRE LINE
CAUTION -
ACTIVE FIRE LINE
CAUTION -
ENVIRONMENTAL CONDITIONS ENCOUNTERED
MAY FLUCTUATE 1‘ FOOT BASED UPON
REFLECTED GRADES ARE APPROXIMATE AND
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
GR03_
Phase_
2.d
gn
12/3/2012
79
SAIN
T
PA
UL,
MIN
NE
SO
TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
ELE
C. A
BA
ND
ON
ED
ELE
C. A
BA
ND
ON
ED
730
735
735
800
805
805
805
810
810
8108
10
