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SHEET NO. OF SHEETS1 4 (TH 47)
PA
TH
&
FIL
EN
AM
E:
$$$
@P
AT
HFIL
EN
AM
E@$$$
DIS
TRIC
T #:
$@
DIS
TRIC
T@$
PL
OT
TE
D/
RE
VIS
ED:
PL
OT
NA
ME:
$$
@IP
LO
T$
NA
ME
@$$
STATE PROJ. NO.
$$$$
@D
AT
E@$$$$
SOIL BORINGS
2726-074
115 120
125
130
135
140
140
R/W INP
R/W INP
R/W INP
R/W INP
BEGIN SP 2726-74 (T.H.47)
TH47CL STA. 112+21.00
SITE 1
SITE 2
14'
B424 C&G INP
B424 C&G INP+05
+21
14'
12'
12'
12'
6' SHLD
6' SHLD
6' SHLD
B424 C&G INP
B424 C&G INP
B424 C&G INP
B424 C&G INP
6' SHLD
HENNEPIN COUNTY
CITY OF MINNEAPOLIS
HENNEPIN COUNTY
CITY OF MINNEAPOLIS
12'
16'
6' SHLD
14'
12'
12'
12'
12'
12'
+80+67
SITE 5
+85
+50
+77
+33
+54
+82
+13
+15
+08
+11
+55
+50+20
14' 16'
+05
+56
6' SHLD
6' SHLD
+66
+04
27
TH
AV
E.
NE
4TH ST. NE
T.H. 47
T.H. 47
T.H. 47
T.H. 47
?
?
?
?
?
?
?
?
?
??
?
?
??
?
?
?
?
?
?
??
?
?
?
?
?
?
? ?
?
?
?
?
?
?
??
?
?
?
?
?
?
?
UNIVERSITY AVE.
UNIVERSITY AVE.
BNSF RR
BNSF RR
4TH ST. NE.
100
SCALE IN FEET
100
SCALE IN FEETTHIELE TECHNOLOGIES INC.
BAGTAPE CLOSURES
BEMIS
CONSOLIDATED CONTAINER
CANADIAN PACIFIC RAIL ROAD
G2726
875.54
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
M
DI DI
DI
DI
MM
DI
M
MDI
M
DI
DI
M
INP. BR. NO. 27072
27T
H
AV
E.
27
TH
AV
E.
A
C-
01
A
C-
02
AC-
03
A
C-
04
AC-
20
A
C-
21
INPLACE SIGNALIZED INTERSECTION
LEGEND
PROPOSED GUARDRAIL
MUNICIPAL BOUNDARY
TRAFFIC FLOW
TANGENT TERMINAL
3" MILL & OVERLAY (SPWEB440F) [INSET D]
6" SFDR
3" MILL & 3" OVERLAY (SPWEB440F) [INSET A]
6" SFDR & 1" FDR
3" MILL & 3" OVERLAY (SPWEB440F) [INSET B]
4" AGGREGATE SURFACING (CV) CLASS 1
3" OVERLAY (SPWEB440F)
REMOVE BITUMINOUS SHOULDER (7") [INSET C]
INPLACE CHAIN LINK FENCE
SHEET NO. OF SHEETS2 4 (TH 47)
PA
TH
&
FIL
EN
AM
E:
$$$
@P
AT
HFIL
EN
AM
E@$$$
DIS
TRIC
T #:
$@
DIS
TRIC
T@$
PL
OT
TE
D/
RE
VIS
ED:
PL
OT
NA
ME:
$$
@IP
LO
T$
NA
ME
@$$
STATE PROJ. NO.
$$$$
@D
AT
E@$$$$
SOIL BORINGS
2726-074
170
175
145
150
155
160
165
170
175
145
150
155
160
165
R/W INP
R/W INP
R/W INP
R/W INP
R/W INP
R/W INP
R/W INP
R/W INP
SITE 4
SITE 3
14' TURN LANE
12'
12'
14' TURN LANE
B424 C&G INP
B424 C&G INP
14' TURN LANE
12'
12'
14' TURN LANE
12'
16'
6' SHLD
16'
12' B424 C&G INP
B424 C&G INP
HENNEPIN COUNTY
CITY OF MINNEAPOLIS
HENNEPIN COUNTY
CITY OF MINNEAPOLIS
10' SHLD
10' SHLD
B424 C&G INP
B424 C&G INP
16'
12'
10' SHLD
12'
16'12'
16'
16'12'10' SHLD
D424 C&G INP
B424 C&G INP
B424 C&G INP
B424 C&G INP
D424 C&G INP
B624 C&G INP
B624 C&G INP
B624 C&G INP
+83
+47+53
16'
12' 16'
14'
+91
16'
14'
12'
12'
16'
14'
14'
10' SHLD
10' SHLD
B624 C&G INP
B624 C&G INP
+64
+57
+26
+02
+54
+76
10' SHLD
+20
+24
+90
+90
+91
+86
+12+72
+58
+41
+62
+24
35T
H
AV
E.
+60
+78
(32
ND
AV
E.
NE)
ST.
AN
TH
ON
Y
PK
WY
(3
2N
D
AV
E.
NE)
ST.
AN
TH
ON
Y
PK
WY
35
TH
AV
E.
NE
35
TH
AV
E.
NE
32
ND
AV
E.
NE
4TH ST.
NE
T.H. 47
T.H. 47
T.H. 47
T.H. 47 T.H. 47
?
?
?
?
S
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
?
CP
RR
32
ND
AV
E.
36T
H
AV
E.
35T
H
AV
E.
UNIVERSITY AVE.
UNIVERSITY AVE.
2726
AB
2726
A2726
A
4TH ST. NE.
100
SCALE IN FEET
100
SCALE IN FEET
3RD ST. NE.
& BOILER CO.
MORHEAD MACHINERY
MIDCONTINENT ENGINEERING
ANT
HO
NY1
A2726
894.85
UMS1
894.94
UMS2
894.96
UMS3
894.83
UMS4
894.84
UMS5
894.89
UMS6
894.83
QL
DQ
L
D
QL
D
ST.
AN
TH
ON
Y P
KW
Y
ANT
HO
NY1
A2726
894.85
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
MDI
DI
DI
DI
DI
DI
DI
DI
DI
M
DID
I
DI
M
DI
DIDI
DI
DI
DI
DIDI
DI
M
DI
DI
DI
DI D
I
DI
DI
DI
DI
DI
DI
UMS1
894.94
UMS2
894.96
UMS3
894.83
UMS4
894.84
2726
AB
UMS5
894.89
2726
AU
MS6
894.83
2726
A
M
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
QL
DQ
L
D
QL
D
PATHPATH
IN
P.
BR.
NO.
27065 INP. BR. NO. 27059
A
C-
05
A
C-
06
A
C-
07
A
C-
08
AC-
09
AC-
19
A
C-
22
SHEET NO. OF SHEETS3 4 (TH 47)
PA
TH
&
FIL
EN
AM
E:
$$$
@P
AT
HFIL
EN
AM
E@$$$
DIS
TRIC
T #:
$@
DIS
TRIC
T@$
PL
OT
TE
D/
RE
VIS
ED:
PL
OT
NA
ME:
$$
@IP
LO
T$
NA
ME
@$$
STATE PROJ. NO.
$$$$
@D
AT
E@$$$$
SOIL BORINGS
2726-074
180
180
R/W INP
R/W INP
R/W INP
R/W INP
R/W INP
END SP 2726-74 (T.H.47)
BEGIN SP 0205-100 (T.H.47)
HENNEPIN COUNTY
CITY OF MINNEAPOLIS
ANOKA COUNTY
CITY OF COLUMBIA HEIGHTS
ANOKA COUNTY
CITY OF COLUMBIA HEIGHTS
10' SHLD
12' TURN LANE
12'
12'
12' TURN LANE
12'
14'
B624 C&G I
B624 C&G I
B624 C&G INP10' SHLD
10' SHLD12' TURN LANE
14'
12'
12'
12'
12' TURN LANE
B624 C&G INP
B624 C&G INP
12'
12'
14'
14'B624 C&G INP
B624 C&G INPB624 C&G INP
B624 C&G INP
B624 C&G INP
B624 C&G INP
10' SHLD
10' SHLD
12' TURN LANE
12' TURN LANE
12' TURN LANE
12' TURN LANE
14'
12'
12'
12'
12'
12'
B624 C&G INP
B624 C&G INP
14'
12'
10' SHLD
B624 C&G INP
4' 6'
1
10" EXCAVATION-COMMON
6" AGGREGATE BASE (CV) CLASS 6
1 4" CONCRETE WALK
94'
+00 +08
+00+80
+30+57
+13
+66 +25
+80
+25
+25 +05
+45
+00+25
38
TH
AV
E.
40
TH
AV
E.
40
TH
AV
E.
37
TH
AV
E.
NE
37
TH
AV
E.
NE
T.H. 47 T.H. 47
T.H. 47
ANOKA COUNTYHENNEPIN COUNTY
?
?
?
?
??
?
??
?
?
?
?
?
?
??
?
XC XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
WALL
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC XC
XC
XC
XC
CANOPY
XC
XC
XC
XC XC XC XC XC
XC
XC
XC
XC
XC
XC XC
XC
XC
XC
XC
XC
XC XCXC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC XC XC XC XC XC XC XC XC XC XC XC XC XC XCXC
XCXC
XCXC XC XC XC XC XC XC XC XC XC XC XC
XC XC XC XC
XC
XC
XC XC XC XC XC XC XC XC XC XC
XC
XC XC
XC XC XC XC XC XC XC XC XC
38T
H
AV
E.
40T
H
AV
E.
37T
H
AV
E.
UNIVERSITY AVE. UNIVERSITY AVE.
100
SCALE IN FEET
100
SCALE IN FEET
3RD ST. NE.3RD ST. NE.
WAGAMON BROTHERS
SARNA'S
MACHINING
BRIDGE
QL
D
QL
D
QL
D
QL
D
QL
D
QL
D
QL
D
M
M
M
M
M
MM
DI M
DI
DI
M
DI
QL
D
QL
D
QL
D
QL
D
QL
D
QL
D
QL
D
M
AC-
10
A
C-
11
AC-
12
A
C-
13
AC-
14
AC-
15
A
C-
16
A
C-
17
A
C-
18
WB-62 AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2015
Tra
nsoft
Solutio
ns, In
c.
All
rights re
serv
ed.
WB-
62
AAS
HTO 2011 (U
S)
(c) 2015
Tra
nsoft
Solutio
ns, In
c.
All
rights re
serv
ed.
WB-62 AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.
NP
NP
SHEET NO. OF SHEETS4 4 (TH 47)
PA
TH
&
FIL
EN
AM
E:
$$$
@P
AT
HFIL
EN
AM
E@$$$
DIS
TRIC
T #:
$@
DIS
TRIC
T@$
PL
OT
TE
D/
RE
VIS
ED:
PL
OT
NA
ME:
$$
@IP
LO
T$
NA
ME
@$$
STATE PROJ. NO.
$$$$
@D
AT
E@$$$$
SOIL BORINGS
2726-074
END SP 0205-100 (T.H.47)
TH47NBCL2 STA. 210+36.00
10' SHLD
10' SHLD
12'
12'
14'
14'
B624 C&G INP
B624 C&G INP
B624 C&G INP
10' SHLD
12'
12'
10' SHLD
14'
14'
ANOKA COUNTY
CITY OF COLUMBIA HEIGHTS
+78
+39
XC
XC
XC
XC
X
XC
XC XC
M
M
M
M M
M
PLAYGROUND
42
ND
AV
E.
4 100
SCALE IN FEET
2N
D
AV
E.