4
SHEET NO. OF SHEETS 1 4 (TH 47) PATH & FI LENAME: $$$@PATHFI LENAME@$$$ DI STRI CT #: $@DI STRI CT@$ PLOTTED/REVI SED: PLOT NAME: $$@I PLOT$NAME@$$ STATE PROJ. NO. $$$$@DATE@$$$$ SOIL BORINGS 2726-074 115 120 1 2 5 13 0 13 5 1 4 0 1 4 0 R/W INP R/W INP R/W INP R/W INP B E G I N SP 27 2 6 - 7 4 ( T . H . 4 7 ) T H 4 7 C L S T A . 11 2 + 21 . 0 0 S I TE 1 S I TE 2 14' B424 C&G INP B424 C&G INP +05 +21 14' 12' 12' 12' 6' SHLD 6 ' S H L D 6 ' S H L D B 42 4 C & G I N P B 424 C & G I N P B 4 2 4 C & G I N P B 4 24 C & G I N P 6 ' S H L D HENNEPIN COUNTY C I T Y O F M I NN E A P O L I S HENNEPIN COUNTY C I T Y O F M I NN E A P O L I S 12 ' 1 6 ' 6 ' S H L D 1 4 ' 1 2 ' 12 ' 1 2 ' 1 2 ' 1 2 ' + 8 0 + 6 7 S I TE 5 + 85 + 50 + 77 + 33 +54 + 8 2 + 13 + 1 5 + 0 8 + 1 1 +55 +50 +20 14' 1 6 ' +05 + 56 6 ' S H L D 6 ' S H L D + 66 + 04 27TH AVE. NE 4TH ST. NE T.H. 47 T.H. 47 T . H . 4 7 T.H. 47 UN I V E R S I T Y AV E . UN I V E R S I T Y A V E . B N SF RR B N SF R R 4TH ST. NE. 100 SCALE IN FEET 100 SCALE IN FEET THIELE TECHNOLOGIES INC. BAGTAPE CLOSURES BEMIS CONSOLIDATED CONTAINER C A N A D I A N P A C I F I C R A I L R OA D DI DI DI DI DI DI DI DI DI DI DI DI DI DI M DI DI DI DI M M DI M M DI M DI DI M I N P . BR . NO . 27072 2 7 T H AVE . 27TH AVE. A C-01 A C-02 A C-03 A C-04 A C-20 A C-21 I N P L A C E S I G N A L I Z E D I N T E R S E C T I O N LEGEND PROPOSED GUARDRAIL MUNICIPAL BOUNDARY TRAFFIC FLOW TANGENT TERMINAL 3 " M I L L & O V E R L A Y ( S P WE B 44 0 F ) [ I N S E T D ] 6" SFDR 3 " M I L L & 3 " OV E R L AY ( S P WE B 44 0 F ) [ I N S ET A ] 6 " S F D R & 1 " F D R 3 " M I L L & 3 " OV E R L AY ( S P WE B 4 40 F ) [ I N S ET B ] 4 " A GG R E G A T E S U R F A C I N G ( C V ) C L A S S 1 3" OVERLAY (SPWEB440F) R E M OV E B I T U M I NO U S S H O U L D E R ( 7 " ) [ I N S E T C ] INPLACE CHAIN LINK FENCE

SOIL BORINGS 2726-074 STATE PROJ. NO. · 2017. 9. 22. · (th 47) sheet no. 1 of 4 sheets p a t h & f i le na m e: $$$ @ p a t h f i le na m e @ $$$ d i s t r i c t #: $ @ d i s t

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Page 1: SOIL BORINGS 2726-074 STATE PROJ. NO. · 2017. 9. 22. · (th 47) sheet no. 1 of 4 sheets p a t h & f i le na m e: $$$ @ p a t h f i le na m e @ $$$ d i s t r i c t #: $ @ d i s t

SHEET NO. OF SHEETS1 4 (TH 47)

PA

TH

&

FIL

EN

AM

E:

$$$

@P

AT

HFIL

EN

AM

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DIS

TRIC

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DIS

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@IP

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@$$

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

Page 2: SOIL BORINGS 2726-074 STATE PROJ. NO. · 2017. 9. 22. · (th 47) sheet no. 1 of 4 sheets p a t h & f i le na m e: $$$ @ p a t h f i le na m e @ $$$ d i s t r i c t #: $ @ d i s t

SHEET NO. OF SHEETS2 4 (TH 47)

PA

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@P

AT

HFIL

EN

AM

E@$$$

DIS

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DIS

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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

Page 3: SOIL BORINGS 2726-074 STATE PROJ. NO. · 2017. 9. 22. · (th 47) sheet no. 1 of 4 sheets p a t h & f i le na m e: $$$ @ p a t h f i le na m e @ $$$ d i s t r i c t #: $ @ d i s t

SHEET NO. OF SHEETS3 4 (TH 47)

PA

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AT

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DIS

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PL

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PL

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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

Page 4: SOIL BORINGS 2726-074 STATE PROJ. NO. · 2017. 9. 22. · (th 47) sheet no. 1 of 4 sheets p a t h & f i le na m e: $$$ @ p a t h f i le na m e @ $$$ d i s t r i c t #: $ @ d i s t

SHEET NO. OF SHEETS4 4 (TH 47)

PA

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$$$

@P

AT

HFIL

EN

AM

E@$$$

DIS

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$@

DIS

TRIC

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PL

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$$

@IP

LO

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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.