2L. Consideration of approving a letter of support of ...

21
City Council Agenda: 10/11/2021 2L. Consideration of approving a letter of support of Wright County’s Highway Safety Improvement Program (HSIP) grant application administered by MNDOT. Prepared by: Public Works Director/City Engineer Meeting Date: 10/11/2021 Regular Agenda Item Consent Agenda Item Reviewed by: Community Development Director Approved by: City Administrator ACTION REQUESTED Motion to approve a letter of support signed by the mayor for Wright County’s Highway Safety Improvement Program grant application. REFERENCE AND BACKGROUND The Minnesota Department of Transportation (MNDOT) has a Highway Safety Improvement Program (HSIP) that provides federal funding encouraging widespread deployment of safety measures. The current grant solicitation has $13 million available statewide with a maximum award of $500,000 per agency. Projects are selected based on the following criteria: Is the project identified in a safety plan focusing on fatal and serious crashes? Is the project a low-cost solution? Does the project cover a large area? Does the project promote partnership between agencies? Does the project align with the HSIP program goals? Wright County is proposing to request $436,950 in federal funding to upgrade nine signalized intersections that are within the cities of Monticello, Albertville, St. Michael, and Otsego. These intersections would be upgraded with some of the following upgrades varying by intersection: Confirmation lights to allow for the police departments to enforce red light compliance. Update signal heads with retro-reflective backplates. Update Signals to meet ADA requirements. Update pedestrian signals to include countdown timers. The intersections that would be included in this application for Monticello are as follows: Broadway/Fenning Broadway/Hart Boulevard – Hospital Broadway/Highland Way

Transcript of 2L. Consideration of approving a letter of support of ...

City Council Agenda: 10/11/2021

2L. Consideration of approving a letter of support of Wright County’s Highway Safety Improvement Program (HSIP) grant application administered by MNDOT.

Prepared by:

Public Works Director/City Engineer

Meeting Date:

10/11/2021

☐ Regular Agenda Item

☒ Consent Agenda Item

Reviewed by:

Community Development Director

Approved by:

City Administrator

ACTION REQUESTED

Motion to approve a letter of support signed by the mayor for Wright County’s Highway Safety Improvement Program grant application.

REFERENCE AND BACKGROUND

The Minnesota Department of Transportation (MNDOT) has a Highway Safety Improvement Program (HSIP) that provides federal funding encouraging widespread deployment of safety measures. The current grant solicitation has $13 million available statewide with a maximum award of $500,000 per agency. Projects are selected based on the following criteria:

• Is the project identified in a safety plan focusing on fatal and serious crashes? • Is the project a low-cost solution? • Does the project cover a large area? • Does the project promote partnership between agencies? • Does the project align with the HSIP program goals?

Wright County is proposing to request $436,950 in federal funding to upgrade nine signalized intersections that are within the cities of Monticello, Albertville, St. Michael, and Otsego. These intersections would be upgraded with some of the following upgrades varying by intersection:

• Confirmation lights to allow for the police departments to enforce red light compliance. • Update signal heads with retro-reflective backplates. • Update Signals to meet ADA requirements. • Update pedestrian signals to include countdown timers.

The intersections that would be included in this application for Monticello are as follows:

• Broadway/Fenning • Broadway/Hart Boulevard – Hospital • Broadway/Highland Way

City Council Agenda: 10/11/2021

I. Budget Impact: The matching funds for the project would be 100% funded by

Wright County.

II. Staff Workload Impact: Staff workload would be minimal.

III. Comprehensive Plan Impact: Providing for a safe community is incorporated inn the Monticello 2040 Vision Statement, as a principal Value Statement in the vision. Further, the Monticello’s 2040 Plan’s Implementation chapter cites continued cooperation with local partners like Wright County on road improvements which furthers the mutual goals of the City and County (page 186).

STAFF RECOMMENDED ACTION

Staff recommends approving a letter in support signed by the mayor for Wright County’s HSIP grant application.

SUPPORTING DATA

A. Draft Grant Application B. Letter of Support

  Due Nov. 24, 2021 

Application for Local HSIP  Page 1 of 3 

Greater Minnesota, Local HSIP Solicitation 

Application for Federal Safety Funds 1.  Contact   Information  Detai ls  

Lead Agency  Contact Name 

Wright County  Sara Buermann, Traffic Engineer 

2.  Funding  Detai ls  

Federal Funds  +  Local Match  =  Total Cost 

$436,950.00  +  $48,550.00  =  $485,500 

NOTE: maximum of $500,000 in federal funds per agency per project. 

 

Preferred Funding Year(s) 

Flexible 

 

Funding Notes 

None. 

3.  Project  Description  

Project Description 

The proposed project upgrades nine urban intersections with varies systemic vehicle, pedestrian and bicycle safety strategies as recommended by the Wright County Road Safety Plan Phase 2. 

 

ATP  County or Counties  Metropolitan Planning Organization (MPO) 

3  Wright  Twin Cities Metropolitan Council 

NOTE: if any portion of the project is located within MPO boundaries, a letter of support / priority from the MPO is needed. 

 

Estimated Output  Units 

0.0  Miles 

9  Intersections 

0  Curves 

NOTE: estimate output for one of three metric: number of miles, number of intersections, or number of curves. 

4.  Selection  Criteria  

Describe how project was identified. 

Projects identified in County Road Safety Plan as high risk and priority location projects, see attached project sheets. 

 

Is this project in partnership with another agency?  

No 

5.  Crash  Data  for  Reactive  Projects  ONLY:  Jan.  1,  2016  through  Dec.  31,  2020  

Number of Crashes  K  A  B  C  PDO  Total 

All Crash Types  0  0  0  0  0  0 

NOTE: set filters to 2016 through 2020 in MnCMAT if you submit an Intersection Report or Section Report. 

 

OPTIONAL: Crashes by Basic Type  K  A  B  C  PDO  Total 

Pedestrian  0  0  0  0  0  0 

Bicyclist  0  0  0  0  0  0 

Single Vehicle Run‐off‐road  0  0  0  0  0  0 

Single Vehicle Other  0  0  0  0  0  0 

Sideswipe Same Direction  0  0  0  0  0  0 

Sideswipe Opposing Direction  0  0  0  0  0  0 

Rear End  0  0  0  0  0  0 

Head On  0  0  0  0  0  0 

Left Turn  0  0  0  0  0  0 

Angle  0  0  0  0  0  0 

Other  0  0  0  0  0  0 

 

OPTIONAL: Description of any unique characteristics. 

None. 

 Reactive projects must have a benefit‐cost ratio greater than 1.00; to simplify this analysis, OTE will conduct the calculation. An electronic copy of the analysis output will be available upon request. 

6.  OPTIONAL:  Additional  Notes  

Additional Notes for Selection Committee 

See attached intersection specific project cost estimate.  The urban intersections were identified through the County Road Safety Plan and identify varies safety strategies at each intersection.  Each intersection is unique and some of the proposed improvements trigger additional ADA improvements such as compliant landings and ramps as required by Wright County’s ADA transition plan.  The County Road Safety Plan identified confirmation lights as a safety strategy at four intersections.  A collaborative effort between Highway and Law Enforcement staff identified five additional intersections to nominate for confirmation lights to create a consistent corridor for enforcement.     

7.  Submission   Information  

Submit this application via PDF to [email protected] by November 24, 2021.  Please include the following as necessary: 

Map of project location(s) 

County Road Safety Plan project sheet(s) 

Letters of support a. Metropolitan Planning Organization (MPO) if within borders b. MnDOT District Traffic Engineer if work performed in MnDOT right‐of‐way 

G¦WX

?¾A@ !"b$

GrWXGsWX

?²A@

?ûA@

Pulaski

Pelican

Beebe

GsWX

QR117

QR117

G«WX

G©WX

G±WX

QR119QR113

QR120

G̈WXGvWX

QR131

Buffalo

Hanover

SaintMichael

Otsego

Monticello

Albertville

G§WX

GrWX94

37

25

10TH

101

95TH

39

30TH

JASON

70TH

ED

MO

NS

ON

85TH

20TH

50TH

IFF

ER

T

90TH

LAB

EA

UX

55TH

45TH

KA

DLE

R

42ND

80TH

RIVER

O D

EA

N

35TH

15TH

72ND

CHELSEA

MA

IN

CA

NT

ER

BU

RY

53RD

PA

GE

8TH

SCHOOL

5TH

HA

ML

IN

PA

RR

ISH

EIS

EL

E

83RD

134

55

4TH

IBA

RR

A

CA

LDE

R

NA

SH

UA

MA

CIV

ER

LAN

DE

R

CA

HIL

L

GA

RR

ISO

N

60TH

CE

NTR

AL

BROADWAY

FRANKFORT

65TH

40TH

QU

EE

NS

MA

SO

N

CAMERON

HA

RD

ING

JAM

ISO

N

MC

AL

LIS

TE

R

77TH

FEN

NIN

G

43RD

49TH

PIN

E

DA

GU

E

LEO

QU

AM

67TH

56TH

BR

IAR

WO

OD

JAB

ER

ASH

PA

RK

91ST

CE

DA

R

DA

VE

RN

9TH

DA

VID

SO

N

DIVISION

QU

AD

AY

JAL

GE

R

75TH

PA

CK

AR

D

41ST

16TH

OG

RE

N

17TH

JAN

DE

L

96TH

BEEBE LAKE

WH

ITE

TAIL

PARNELL

OH

LA

ND

KA

HL

101ST

78TH

84TH O B

RIA

N

88TH

87TH

119

HAR

T

NA

BE

R

ELM

3RD

HA

LSE

Y

25TH

IBISBIRCH

HA

UG

RIVERVIEW

1ST

HA

LL

63RD

KAYLA

JAN

ET

T

58TH

82ND

52ND

MA

RV

IN

DUNDAS

47TH

ED

GE

WO

OD

FAL

LON

PA

RE

LL

81ST

PAR

K P

LAC

E

61ST

71ST

FAR

MS

TE

AD

BRADSHAW

12TH

OC

HO

A RA

WLI

NG

S

KA

DY

102ND

FRONTAGE

CARISSA 32ND

PULASKI

STARLING

JANSEN

WILLOW

KA

SS

EL

LIN

CO

LN

69TH

92N

D

74TH

21S

T

HA

NS

AC

K

JAMES

89TH

IRIS

KA

HLE

R

59TH

62ND

KAGAN

NE

ED

HA

M

BAKKEN

WA

JAC

KS

ON

DEER

ELK

105T

DA

RR

OW

DA

LE

36TH

RA

MS

LAM

BE

RT

13T

H

73RD

64TH

OA

KW

OO

D

11TH

QU

ALE

MA

RL

OW

E

OA

KR

IDG

E

79TH

MALLARD

94TH

LAC

HM

AN

DE

EG

AN

KA

LLA

ND

MA

YE

R

KA

LEN

DA

ME

LB

Y

KALI

BR

YA

NT

103RD

97TH

JAN

A

EA

KE

N

RA

ND

OLP

H

LAN

GE

MA

YE

LIN

68TH

TOWN CENTER

O DAY

34TH

CO

UN

TR

Y

54TH

57TH

SAVANNAH

OAK

KA

MA

26TH

NE

LMA

RK

99TH

93RD

FO

X

IDE

CA

RLI

NG

PAD

GE

TT

NA

DA

LA

MA

YF

IELD

QU

ILLEY

QUAKER

MA

RX

LINW

OO

D

IRV

INE

GILLARD

AS

PE

N

31ST

2ND

DA

LTO

N

66TH

PR

ES

CO

TT

FALCON

NA

PIE

R

44TH

GILB

ER

T

BATESG

AB

LER

PE

LICA

N

GO

OD

RIC

H

LAM

ON

T

IN

ES

OTA

W

LAN

NO

N

PR

IVA

TE

CHURCH

HEIGHTS

MEADOW OAK

KA

ED

ING

KA

ISE

R

KESTREL

REDFORD

FAIR

HILL

76TH

NA

SO

N

MA

RS

HA

LL

46TH

KA

ITLIN

BLU

EB

ILL

CE

NT

EN

NIA

L

OG

DE

N

DOVE

LAS

ALL

E

MA

CLY

NN

VALLEY

10TH ST

LAKETOWNE

CH

AM

BE

RLA

IN

NA

UG

HT

OR

PA

LM

GR

EN

18TH

RIVER MILL

MACKENZIE

PA

RS

ON

KA

HLE

N

RIDGE

KIT

TR

ED

GE

6TH

86TH

ELDER

MEADOW

LAR

GE

HIGHLA

ND

PIN

NA

CL

E

KA

TY

DID

CESSNA

HA

MIL

TO

NH

AM

MO

ND

PINE ST TO EB I94

MA

PLE

48TH

LARABEE

LAD

YS

LIP

PE

R

O D

ELL

KALEN

60TH ST NE TO WB I94

EA

GLE

TERRACE

JASMINE

LANGSTON

KARM

EN

NA

RR

OW

EA

KE

RN

BIS

ON

QU

AIL

WOODLAWN

BUFFALO RIDGE

GIF

FO

RT

MILL TRAIL

JAM

BO

R

LAK

EV

IEW

NA

NT

UC

KE

T

QU

IGLE

Y

HA

ML

INE

JANN

ING

S

CR

OW

RIV

ER

PA

RK

VIE

W

HA

RR

ING

TO

N

PALISADES

MA

RT

IN F

AR

MS

QU

EN

RO

E

UPLAND

GREENBRIAR

SA

DD

LEB

RO

OK

APPLE

LAN

SIN

G

45TH

KA

LEN

DA

JAN

SE

N

O D

ELL

93RD

75TH

90TH

KA

HL

PARK

62ND

KA

LEN

DA

20TH

85TH

73RD

20TH

94TH

59TH

88TH

96TH

85TH

JACKSON

78TH

45TH

72ND

DIVISION

79TH

JAB

ER

97TH

MA

RL

OW

E

83RD

95TH

5TH

60TH

DA

GU

E

34TH

JAN

SEN

67TH

73RD

37

PA

CK

AR

D

88TH

67TH

58TH

45TH

1ST

75TH

43RD

JANSEN

58TH

43RD

JAB

ER

MA

IN

67TH

56TH

4TH

NAS

ON

96TH

84TH

90TH

57TH

IFF

ER

T

JAL

GE

R

5THLA

RG

E

79TH

77TH

NE

ED

HA

M

JANDEL

72ND

54TH

KAHLER

83RD

DIVISION

60TH

1ST

89TH

44TH

NA

BE

R

37

O DEAN

OA

KW

OO

D

65TH

92ND

1ST

57TH

4THPINE

NA

BE

R

71ST

79TH

HA

UG

71ST

13TH

MASON

CA

LDE

R

85TH

78TH

PA

RE

LL

KA

GA

N

78TH

83RD

40TH

44TH

119

60TH

CA

HIL

L

MAPLE

O DAY

60TH

87TH

3RD

60TH

JAB

ER

5TH

47TH

35TH

NE

LMA

RK

7TH

OG

RE

N

79TH

LANGE

84TH

63RD

JAM

ISO

N

MA

CK

EN

ZIE

6TH

70TH

43RD

KA

GA

N

62ND

30TH

56TH

79TH

84TH

LAN

NO

N

17TH

KA

LLA

ND

92ND

NA

SH

UA

47TH

65TH

87TH

77TH

OCHOA

54TH

NA

PIE

R

59TH

KA

GA

N

GA

RR

ISO

N

77TH

91ST

HA

UG

PA

GE

56TH

HA

LSE

Y

12TH

78TH

90TH

3RD

QU

ALE

HEIGHTS

96TH

89TH

PULA

SKI

JAM

ES

JAM

ISO

N

77TH

BIRCH

97TH

FAL

LON

92ND

82ND

FAL

LON

72ND

17TH

LAB

EA

UX

DA

VE

RN

HA

UG

47TH

78TH

PA

CK

AR

D

3RD

50TH

PA

RE

LL

54TH

JAM

ISO

N

79TH

IBA

RR

A

80TH

88TH

OG

RE

N

90TH

55TH

MA

CIV

ER

54TH

95TH

56TH

53RD

RIV

ER

GA

RR

ISO

N

RIVERVIEW

O D

AY

JAB

ER

56TH

CE

DA

79TH

13TH

JAN

SE

N

96TH

16TH

O D

ELL

NAUGHTOR

101

4TH

91ST

MC

AL

LIS

TE

R

81ST

O D

AY

101ST

57TH

96TH

2ND

1ST

45TH

95TH

QU

AM

58TH

MA

SO

N

PA

DG

ET

T

9487TH

25TH

77TH

KAHLER

43RD

MA

CIV

ER

LAM

ON

T

65TH

10TH

42ND

94TH

DA

LTO

N

20THK

AD

LER

FE

NN

ING

HA

RD

ING

QU

AM

92ND

54TH

76TH

G¦WX

?¾A@ !"b$

GrWXGsWX

?²A@

?ûA@

Pulaski

Pelican

Beebe

GsWX

QR117

QR117

G«WX

G©WX

G±WX

QR119QR113

QR120

G̈WXGvWX

QR131

Buffalo

Hanover

SaintMichael

Otsego

Monticello

Albertville

G§WX

GrWX94

37

25

10TH

101

95TH

39

30TH

JASON

70TH

ED

MO

NS

ON

85TH

20TH

50TH

IFF

ER

T

90TH

LAB

EA

UX

55TH

45TH

KA

DLE

R

42ND

80TH

RIVER

O D

EA

N

35TH

15TH

72ND

CHELSEA

MA

IN

CA

NT

ER

BU

RY

53RD

PA

GE

8TH

SCHOOL

5TH

HA

ML

IN

PA

RR

ISH

EIS

EL

E

83RD

134

55

4TH

IBA

RR

A

CA

LDE

R

NA

SH

UA

MA

CIV

ER

LAN

DE

R

CA

HIL

L

GA

RR

ISO

N

60TH

CE

NTR

AL

BROADWAY

FRANKFORT

65TH

40TH

QU

EE

NS

MA

SO

N

CAMERON

HA

RD

ING

JAM

ISO

N

MC

AL

LIS

TE

R

77TH

FEN

NIN

G

43RD

49TH

PIN

E

DA

GU

E

LEO

QU

AM

67TH

56TH

BR

IAR

WO

OD

JAB

ER

ASH

PA

RK

91ST

CE

DA

R

DA

VE

RN

9TH

DA

VID

SO

N

DIVISION

QU

AD

AY

JAL

GE

R

75TH

PA

CK

AR

D

41ST

16TH

OG

RE

N

17TH

JAN

DE

L

96TH

BEEBE LAKE

WH

ITE

TAIL

PARNELL

OH

LA

ND

KA

HL

101ST

78TH

84TH O B

RIA

N

88TH

87TH

119

HAR

T

NA

BE

R

ELM

3RD

HA

LSE

Y

25TH

IBISBIRCH

HA

UG

RIVERVIEW

1ST

HA

LL

63RD

KAYLA

JAN

ET

T

58TH

82ND

52ND

MA

RV

IN

DUNDAS

47TH

ED

GE

WO

OD

FAL

LON

PA

RE

LL

81ST

PAR

K P

LAC

E

61ST

71ST

FAR

MS

TE

AD

BRADSHAW

12TH

OC

HO

A RA

WLI

NG

S

KA

DY

102ND

FRONTAGE

CARISSA 32ND

PULASKI

STARLING

JANSEN

WILLOW

KA

SS

EL

LIN

CO

LN

69TH

92N

D

74TH

21S

T

HA

NS

AC

K

JAMES

89TH

IRIS

KA

HLE

R

59TH

62ND

KAGAN

NE

ED

HA

M

BAKKEN

WA

JAC

KS

ON

DEER

ELK

105T

DA

RR

OW

DA

LE

36TH

RA

MS

LAM

BE

RT

13T

H

73RD

64TH

OA

KW

OO

D

11TH

QU

ALE

MA

RL

OW

E

OA

KR

IDG

E

79TH

MALLARD

94TH

LAC

HM

AN

DE

EG

AN

KA

LLA

ND

MA

YE

R

KA

LEN

DA

ME

LB

Y

KALI

BR

YA

NT

103RD

97TH

JAN

A

EA

KE

N

RA

ND

OLP

H

LAN

GE

MA

YE

LIN

68TH

TOWN CENTER

O DAY

34TH

CO

UN

TR

Y

54TH

57TH

SAVANNAH

OAK

KA

MA

26TH

NE

LMA

RK

99TH

93RD

FO

X

IDE

CA

RLI

NG

PAD

GE

TT

NA

DA

LA

MA

YF

IELD

QU

ILLEY

QUAKER

MA

RX

LINW

OO

D

IRV

INE

GILLARD

AS

PE

N

31ST

2ND

DA

LTO

N

66TH

PR

ES

CO

TT

FALCON

NA

PIE

R

44TH

GILB

ER

T

BATESG

AB

LER

PE

LICA

N

GO

OD

RIC

H

LAM

ON

T

IN

ES

OTA

W

LAN

NO

N

PR

IVA

TE

CHURCH

HEIGHTS

MEADOW OAK

KA

ED

ING

KA

ISE

R

KESTREL

REDFORD

FAIR

HILL

76TH

NA

SO

N

MA

RS

HA

LL

46TH

KA

ITLIN

BLU

EB

ILL

CE

NT

EN

NIA

L

OG

DE

N

DOVE

LAS

ALL

E

MA

CLY

NN

VALLEY

10TH ST

LAKETOWNE

CH

AM

BE

RLA

IN

NA

UG

HT

OR

PA

LM

GR

EN

18TH

RIVER MILL

MACKENZIE

PA

RS

ON

KA

HLE

N

RIDGE

KIT

TR

ED

GE

6TH

86TH

ELDER

MEADOW

LAR

GE

HIGHLA

ND

PIN

NA

CL

E

KA

TY

DID

CESSNA

HA

MIL

TO

NH

AM

MO

ND

PINE ST TO EB I94

MA

PLE

48TH

LARABEE

LAD

YS

LIP

PE

R

O D

ELL

KALEN

60TH ST NE TO WB I94

EA

GLE

TERRACE

JASMINE

LANGSTON

KARM

EN

NA

RR

OW

EA

KE

RN

BIS

ON

QU

AIL

WOODLAWN

BUFFALO RIDGE

GIF

FO

RT

MILL TRAIL

JAM

BO

R

LAK

EV

IEW

NA

NT

UC

KE

T

QU

IGLE

Y

HA

ML

INE

JANN

ING

S

CR

OW

RIV

ER

PA

RK

VIE

W

HA

RR

ING

TO

N

PALISADES

MA

RT

IN F

AR

MS

QU

EN

RO

E

UPLAND

GREENBRIAR

SA

DD

LEB

RO

OK

APPLE

LAN

SIN

G

45TH

KA

LEN

DA

JAN

SE

N

O D

ELL

93RD

75TH

90TH

KA

HL

PARK

62ND

KA

LEN

DA

20TH

85TH

73RD

20TH

94TH

59TH

88TH

96TH

85TH

JACKSON

78TH

45TH

72ND

DIVISION

79TH

JAB

ER

97TH

MA

RL

OW

E

83RD

95TH

5TH

60TH

DA

GU

E

34TH

JAN

SEN

67TH

73RD

37

PA

CK

AR

D

88TH

67TH

58TH

45TH

1ST

75TH

43RD

JANSEN

58TH

43RD

JAB

ER

MA

IN

67TH

56TH

4TH

NAS

ON

96TH

84TH

90TH

57TH

IFF

ER

T

JAL

GE

R

5THLA

RG

E

79TH

77TH

NE

ED

HA

M

JANDEL

72ND

54TH

KAHLER

83RD

DIVISION

60TH

1ST

89TH

44TH

NA

BE

R

37

O DEAN

OA

KW

OO

D

65TH

92ND

1ST

57TH

4THPINE

NA

BE

R

71ST

79TH

HA

UG

71ST

13TH

MASON

CA

LDE

R

85TH

78TH

PA

RE

LL

KA

GA

N

78TH

83RD

40TH

44TH

119

60TH

CA

HIL

L

MAPLE

O DAY

60TH

87TH

3RD

60TH

JAB

ER

5TH

47TH

35TH

NE

LMA

RK

7TH

OG

RE

N

79TH

LANGE

84TH

63RD

JAM

ISO

N

MA

CK

EN

ZIE

6TH

70TH

43RD

KA

GA

N

62ND

30TH

56TH

79TH

84TH

LAN

NO

N

17TH

KA

LLA

ND

92ND

NA

SH

UA

47TH

65TH

87TH

77TH

OCHOA

54TH

NA

PIE

R

59TH

KA

GA

N

GA

RR

ISO

N

77TH

91ST

HA

UG

PA

GE

56TH

HA

LSE

Y

12TH

78TH

90TH

3RD

QU

ALE

HEIGHTS

96TH

89TH

PULA

SKI

JAM

ES

JAM

ISO

N

77TH

BIRCH

97TH

FAL

LON

92ND

82ND

FAL

LON

72ND

17TH

LAB

EA

UX

DA

VE

RN

HA

UG

47TH

78TH

PA

CK

AR

D

3RD

50TH

PA

RE

LL

54TH

JAM

ISO

N

79TH

IBA

RR

A

80TH

88TH

OG

RE

N

90TH

55TH

MA

CIV

ER

54TH

95TH

56TH

53RD

RIV

ER

GA

RR

ISO

N

RIVERVIEW

O D

AY

JAB

ER

56TH

CE

DA

79TH

13TH

JAN

SE

N

96TH

16TH

O D

ELL

NAUGHTOR

101

4TH

91ST

MC

AL

LIS

TE

R

81ST

O D

AY

101ST

57TH

96TH

2ND

1ST

45TH

95TH

QU

AM

58TH

MA

SO

N

PA

DG

ET

T

9487TH

25TH

77TH

KAHLER

43RD

MA

CIV

ER

LAM

ON

T

65TH

10TH

42ND

94TH

DA

LTO

N

20THK

AD

LER

FE

NN

ING

HA

RD

ING

QU

AM

92ND

54TH

76TH

Wright County HSIP Signalized Intersection Improvements

Ü0 10.5

Miles

MPO Urbinized Area Expansion

Municipal Boundary

SCB7391
Oval
SCB7391
Oval
SCB7391
Typewritten Text
HSIP Signal Improvements
SCB7391
Oval
SCB7391
Oval
SCB7391
Oval
SCB7391
Oval
SCB7391
Oval
SCB7391
Oval
SCB7391
Oval
SCB7391
Oval

Signal Location City

Confirmation

Lights

Update Signal

Head Hardware (retro‐fit 

backplates)

(Yellow Reflective Shield)

Update Signal to meet

MUTCD requirements

(ADA compliant push 

buttons, landings and 

curb ramps) 

Countdown 

timers

CSAH 18‐CSAH 39/CSAH 75 Monticello 1,500.00$    5,000.00$   50,000.00$    7,000.00$        

CSAH 19‐CSAH 18 Albertville 1,500.00$    5,000.00$  

CSAH 19‐57th St Albertville 1,500.00$   

CSAH 19‐Birch Ave/Frankfort Pkwy St. Michael 1,500.00$    5,000.00$   7,000.00$        

CSAH 19‐CSAH 37 Albertville  $ 1,500.00 5,000.00$    $ 100,000.00  $        7,000.00 

CSAH 19‐Outlet Mall Albertville  $ 1,500.00

CSAH 42‐85th St. Otsego 1,500.00$    100,000.00$   7,000.00$        

CSAH 75‐Hart Blvd (Hospital) Monticello 1,500.00$    5,000.00$   100,000.00$   7,000.00$        

CSAH 75‐Hart Blvd Monticello 1,500.00$    5,000.00$   50,000.00$    7,000.00$        

13,500.00$                 30,000.00$   400,000.00$   42,000.00$      

Project Total 485,500.00$ 

County nominated to provide consistancy throught the corridor

ADA compliant improvements required due to addition of push buttons

Strategy

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 1Density (per int. per yr): 0.2

Rate (per MVM): 3.4

Systemic Safety Risk Factors

ThresholdTraffic Control Device: Signal

Entering ADT(vpd): ≥ 12,000Adjacent Development: Present

Max Number Of Lanes Crossed: ≥ 4Presence of Sidewalk: Some, None

Presence of Refuge Island: -Presence of Transit Stop: -

Pedestrian Crossing Type: MarkingsTotal Stars

Priority Location

List of Strategies Considered

Unit Cost Total CostHAWK: $150,000 $0

Median Refuge Island: $12,000 $0Curb Extension: $10,000 $0

Countdown Timers: $7,000 $7,000Leading Ped Interval: $25,000 $0

RRFB w/ Refuge Island: $20,000 $0RRFB: $15,000 $0

Upgrade Signal Head Hardware: $5,000 $5,000

Mini Roundabout: $3,000,000 $0Upgrade Signs & Markings: $2,500 $0

Total Estimated Project Cost: $12,000Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

Notes -

518.001

4/27/2020

$0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Update Signal to Meet

MUTCD Recommendation: Proactive $100,000 Each 0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Proactive Per Intersection 0

Proactive Each 0Proactive Per Intersection 0

Type Unit QuantityProactive Per Intersection 0

NoneNone

Markings

Present6

Some

Value Star AssignmentSignal

16,350

6.2 1.6 0.21.0 0.3 3.4

Total Severe Total Right Angle

Severe Right Angle

31 8 1

16,350

Urban (Ped/Bike) Intersection on CSAH 18 at CSAH 39/CSAH 75

7th StWrightSuburbanCommercial

18Traditional

PresentNV10,6505,700

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 1Density (per int. per yr): 0.2

Rate (per MVM): 3.4

Systemic Safety Risk Factors

ThresholdContext Zone: Commercial

Traffic Control Device: SignalEntering ADT(vpd): ≥ 12,000Leg Configuration: X

Major Division Type: Curb, Depressed,Barrier, Mixed

Alignment Skew (degrees): ≥ 10Adjacent Development: Present

Major Approach Speed Limit (mph): ≥40Minor Approach Speed Limit (mph: ≥35

Total Stars Priority Location

List of Strategies Considered

Unit Cost Total CostRoundabout: $3,000,000 $0

Confirmation Lights: $1,500 $1,500Signalized RCI: $1,250,000 $0

RCI: $1,000,000 $0Upgrade Signal Hardware: $50,000 $0

Intersection Lighting: $15,000 $0Upgrade Signs & Markings: $3,500 $0

Total Estimated Project Cost: $1,500Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

16,350

Urban (Vehicle) Intersection on CSAH 18 at CSAH 39/CSAH 75

7th StWrightSuburbanCommercial

18Traditional

PresentNV10,6505,700

Total Severe Total Right Angle

Severe Right Angle

31 8 16.2 1.6 0.21.0 0.3 3.4

Value Star AssignmentCommercial

Signal16,350

X

Curb

0Present

4535

Major Approach LeftTurn Lane Phasing: Protected

Permitted,Permitted/Protected

1 st Major Approach Turn Lane Configuration:

LLTTR ≥ 2 Left Turn,≥ 2 Thru Lane

Type Unit QuantityProactive Per Intersection 0Proactive Per Intersection 1Proactive Per Intersection 0Proactive Per Intersection 0Proactive Per Intersection 0

3

Proactive Each 0Proactive Per Intersection 0

Notes -

18.0014/27/2020

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 0Density (per int. per yr): 0.0

Rate (per MVM): 0.0

Systemic Safety Risk Factors

ThresholdTraffic Control Device: Signal

Entering ADT(vpd): ≥ 12,000Adjacent Development: Present

Max Number Of Lanes Crossed: ≥ 4Presence of Sidewalk: Some, None

Presence of Refuge Island: -Presence of Transit Stop: -

Pedestrian Crossing Type: MarkingsTotal Stars

Priority Location

List of Strategies Considered

Unit Cost Total CostHAWK: $150,000 $0

Median Refuge Island: $12,000 $0Curb Extension: $10,000 $0

Countdown Timers: $7,000 $0Leading Ped Interval: $25,000 $25,000

RRFB w/ Refuge Island: $20,000 $0RRFB: $15,000 $0

Upgrade Signal Head Hardware: $5,000 $5,000

Mini Roundabout: $3,000,000 $0Upgrade Signs & Markings: $2,500 $0

Total Estimated Project Cost: $30,000Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

Notes -

918.022

4/27/2020

$0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Update Signal to Meet

MUTCD Recommendation: Proactive $100,000 Each 0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 0Proactive Per Intersection 1

Proactive Each 0Proactive Per Intersection 0

Type Unit QuantityProactive Per Intersection 0

NoneNone

Markings

None6

Some

Value Star AssignmentSignal

21,750

5.4 1.0 0.00.7 0.1 0.0

Total Severe Total Right Angle

Severe Right Angle

27 5 0

21,750

Urban (Ped/Bike) Intersection on CSAH 18 at La Beaux Ave NE

La Beaux Ave NEWrightSuburbanResidential

18Traditional

PresentNone14,8006,950

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 0Density (per int. per yr): 0.0

Rate (per MVM): 0.0

Systemic Safety Risk Factors

ThresholdContext Zone: Commercial

Traffic Control Device: SignalEntering ADT(vpd): ≥ 12,000Leg Configuration: X

Major Division Type: Curb, Depressed,Barrier, Mixed

Alignment Skew (degrees): ≥ 10Adjacent Development: Present

Major Approach Speed Limit (mph): ≥40Minor Approach Speed Limit (mph: ≥35

Total Stars Priority Location

List of Strategies Considered

Unit Cost Total CostRoundabout: $3,000,000 $0

Confirmation Lights: $1,500 $1,500Signalized RCI: $1,250,000 $0

RCI: $1,000,000 $0Upgrade Signal Hardware: $50,000 $0

Intersection Lighting: $15,000 $0Upgrade Signs & Markings: $3,500 $0

Total Estimated Project Cost: $1,500Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

21,750

Urban (Vehicle) Intersection on CSAH 18 at La Beaux Ave NE

La Beaux Ave NEWrightSuburbanResidential

18Traditional

PresentNone14,8006,950

Total Severe Total Right Angle

Severe Right Angle

27 5 05.4 1.0 0.00.7 0.1 0.0

Value Star AssignmentResidential

Signal21,750

X

Curb

0None

5545

Major Approach LeftTurn Lane Phasing:

Permitted/Protected

Permitted,Permitted/Protected

1 st Major Approach Turn Lane Configuration:

LTTR ≥ 2 Left Turn,≥ 2 Thru Lane

Type Unit QuantityProactive Per Intersection 0Proactive Per Intersection 1Proactive Per Intersection 0Proactive Per Intersection 0Proactive Per Intersection 0

7

Proactive Each 0Proactive Per Intersection 0

Notes -

18.0224/27/2020

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 1Density (per int. per yr): 0.2

Rate (per MVM): 3.2

Systemic Safety Risk Factors

ThresholdTraffic Control Device: Signal

Entering ADT(vpd): ≥ 12,000Adjacent Development: Present

Max Number Of Lanes Crossed: ≥ 4Presence of Sidewalk: Some, None

Presence of Refuge Island: -Presence of Transit Stop: -

Pedestrian Crossing Type: MarkingsTotal Stars

Priority Location

List of Strategies Considered

Unit Cost Total CostHAWK: $150,000 $0

Median Refuge Island: $12,000 $0Curb Extension: $10,000 $0

Countdown Timers: $7,000 $7,000Leading Ped Interval: $25,000 $0

RRFB w/ Refuge Island: $20,000 $0RRFB: $15,000 $0

Upgrade Signal Head Hardware: $5,000 $0

Mini Roundabout: $3,000,000 $0Upgrade Signs & Markings: $2,500 $0

Total Estimated Project Cost: $107,000Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

Notes -

319.030

4/27/2020

$100,000

Proactive Each 0Proactive Per Intersection 0

Proactive Each 0Update Signal to Meet

MUTCD Recommendation: Proactive $100,000 Each 1

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Proactive Per Intersection 0

Proactive Each 0Proactive Per Intersection 0

Type Unit QuantityProactive Per Intersection 0

NoneNone

Markings

Present6

Some

Value Star AssignmentSignal

17,075

4.6 1.4 0.00.7 0.2 0.0

Total Severe Total Right Angle

Severe Right Angle

23 7 0

17,075

Urban (Ped/Bike) Intersection on CSAH 19 at 57th St NE

57th St NEWrightSuburbanResidential

19Traditional

PresentNV11,9505,125

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 1Density (per int. per yr): 0.2

Rate (per MVM): 3.2

Systemic Safety Risk Factors

ThresholdContext Zone: Commercial

Traffic Control Device: SignalEntering ADT(vpd): ≥ 12,000Leg Configuration: X

Major Division Type: Curb, Depressed,Barrier, Mixed

Alignment Skew (degrees): ≥ 10Adjacent Development: Present

Major Approach Speed Limit (mph): ≥40Minor Approach Speed Limit (mph: ≥35

Total Stars Priority Location

List of Strategies Considered

Unit Cost Total CostRoundabout: $3,000,000 $0

Confirmation Lights: $1,500 $1,500Signalized RCI: $1,250,000 $0

RCI: $1,000,000 $0Upgrade Signal Hardware: $50,000 $0

Intersection Lighting: $15,000 $0Upgrade Signs & Markings: $3,500 $0

Total Estimated Project Cost: $1,500Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

17,075

Urban (Vehicle) Intersection on CSAH 19 at 57th St NE

57th St NEWrightSuburbanResidential

19Traditional

PresentNV11,9505,125

Total Severe Total Right Angle

Severe Right Angle

23 7 04.6 1.4 0.00.7 0.2 0.0

Value Star AssignmentResidential

Signal17,075

X

Curb

0Present

3030

Major Approach LeftTurn Lane Phasing:

Permitted/Protected

Permitted,Permitted/Protected

1 st Major Approach Turn Lane Configuration:

LTTR ≥ 2 Left Turn,≥ 2 Thru Lane

Type Unit QuantityProactive Per Intersection 0Proactive Per Intersection 1Proactive Per Intersection 0Proactive Per Intersection 0Proactive Per Intersection 0

10

Proactive Each 0Proactive Per Intersection 0

Notes -

19.0304/27/2020

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 0Density (per int. per yr): 0.0

Rate (per MVM): 0.0

Systemic Safety Risk Factors

ThresholdTraffic Control Device: Signal

Entering ADT(vpd): ≥ 12,000Adjacent Development: Present

Max Number Of Lanes Crossed: ≥ 4Presence of Sidewalk: Some, None

Presence of Refuge Island: -Presence of Transit Stop: -

Pedestrian Crossing Type: MarkingsTotal Stars

Priority Location

List of Strategies Considered

Unit Cost Total CostHAWK: $150,000 $0

Median Refuge Island: $12,000 $0Curb Extension: $10,000 $0

Countdown Timers: $7,000 $7,000Leading Ped Interval: $25,000 $0

RRFB w/ Refuge Island: $20,000 $0RRFB: $15,000 $0

Upgrade Signal Head Hardware: $5,000 $5,000

Mini Roundabout: $3,000,000 $0Upgrade Signs & Markings: $2,500 $0

Total Estimated Project Cost: $12,000Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

Notes -

1819.024

4/27/2020

$0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Update Signal to Meet

MUTCD Recommendation: Proactive $100,000 Each 0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Proactive Per Intersection 0

Proactive Each 0Proactive Per Intersection 0

Type Unit QuantityProactive Per Intersection 0

NoneNone

Markings

None6

Some

Value Star AssignmentSignal

14,025

2.0 0.2 0.00.4 0.0 0.0

Total Severe Total Right Angle

Severe Right Angle

10 1 0

14,025

Urban (Ped/Bike) Intersection on CSAH 19 at Birch Ave

Birch AveWrightSuburbanResidential

19Traditional

PresentNV11,6002,425

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 0Density (per int. per yr): 0.0

Rate (per MVM): 0.0

Systemic Safety Risk Factors

ThresholdContext Zone: Commercial

Traffic Control Device: SignalEntering ADT(vpd): ≥ 12,000Leg Configuration: X

Major Division Type: Curb, Depressed,Barrier, Mixed

Alignment Skew (degrees): ≥ 10Adjacent Development: Present

Major Approach Speed Limit (mph): ≥40Minor Approach Speed Limit (mph: ≥35

Total Stars Priority Location

List of Strategies Considered

Unit Cost Total CostRoundabout: $3,000,000 $0

Confirmation Lights: $1,500 $1,500Signalized RCI: $1,250,000 $0

RCI: $1,000,000 $0Upgrade Signal Hardware: $50,000 $0

Intersection Lighting: $15,000 $0Upgrade Signs & Markings: $3,500 $0

Total Estimated Project Cost: $1,500Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

14,025

Urban (Vehicle) Intersection on CSAH 19 at Birch Ave

Birch AveWrightSuburbanResidential

19Traditional

PresentNV11,6002,425

Total Severe Total Right Angle

Severe Right Angle

10 1 02.0 0.2 0.00.4 0.0 0.0

Value Star AssignmentResidential

Signal14,025

X

Curb

0None

3030

Major Approach LeftTurn Lane Phasing:

Permitted/Protected

Permitted,Permitted/Protected

1 st Major Approach Turn Lane Configuration:

LTTR ≥ 2 Left Turn,≥ 2 Thru Lane

Type Unit QuantityProactive Per Intersection 0Proactive Per Intersection 1Proactive Per Intersection 0Proactive Per Intersection 0Proactive Per Intersection 0

22

Proactive Each 0Proactive Per Intersection 0

Notes -

19.0244/27/2020

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 0Density (per int. per yr): 0.0

Rate (per MVM): 0.0

Systemic Safety Risk Factors

ThresholdTraffic Control Device: Signal

Entering ADT(vpd): ≥ 12,000Adjacent Development: Present

Max Number Of Lanes Crossed: ≥ 4Presence of Sidewalk: Some, None

Presence of Refuge Island: -Presence of Transit Stop: -

Pedestrian Crossing Type: MarkingsTotal Stars

Priority Location

List of Strategies Considered

Unit Cost Total CostHAWK: $150,000 $0

Median Refuge Island: $12,000 $0Curb Extension: $10,000 $0

Countdown Timers: $7,000 $7,000Leading Ped Interval: $25,000 $0

RRFB w/ Refuge Island: $20,000 $0RRFB: $15,000 $0

Upgrade Signal Head Hardware: $5,000 $0

Mini Roundabout: $3,000,000 $0Upgrade Signs & Markings: $2,500 $0

Total Estimated Project Cost: $107,000Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

Notes -

719.032

4/27/2020

$100,000

Proactive Each 0Proactive Per Intersection 0

Proactive Each 0Update Signal to Meet

MUTCD Recommendation: Proactive $100,000 Each 1

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Proactive Per Intersection 0

Proactive Each 0Proactive Per Intersection 0

Type Unit QuantityProactive Per Intersection 0

NoneNone

Markings

Present6

Some

Value Star AssignmentSignal

26,550

7.2 1.4 0.00.7 0.1 0.0

Total Severe Total Right Angle

Severe Right Angle

36 7 0

26,550

Urban (Ped/Bike) Intersection on CSAH 19 at CSAH 37

CSAH 37WrightSuburbanCommercial

19Traditional

PresentNV17,7008,850

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 0Density (per int. per yr): 0.0

Rate (per MVM): 0.0

Systemic Safety Risk Factors

ThresholdContext Zone: Commercial

Traffic Control Device: SignalEntering ADT(vpd): ≥ 12,000Leg Configuration: X

Major Division Type: Curb, Depressed,Barrier, Mixed

Alignment Skew (degrees): ≥ 10Adjacent Development: Present

Major Approach Speed Limit (mph): ≥40Minor Approach Speed Limit (mph: ≥35

Total Stars Priority Location

List of Strategies Considered

Unit Cost Total CostRoundabout: $3,000,000 $0

Confirmation Lights: $1,500 $0Signalized RCI: $1,250,000 $0

RCI: $1,000,000 $0Upgrade Signal Hardware: $5,000 $5,000

Intersection Lighting: $15,000 $0Upgrade Signs & Markings: $3,500 $0

Total Estimated Project Cost: $5,000Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

26,550

Urban (Vehicle) Intersection on CSAH 19 at CSAH 37

CSAH 37WrightSuburbanCommercial

19Traditional

PresentNV17,7008,850

Total Severe Total Right Angle

Severe Right Angle

36 7 07.2 1.4 0.00.7 0.1 0.0

Value Star AssignmentCommercial

Signal26,550

X

Curb

0Present

3030

Major Approach LeftTurn Lane Phasing:

Permitted/Protected

Permitted,Permitted/Protected

1 st Major Approach Turn Lane Configuration:

LTTR ≥ 2 Left Turn,≥ 2 Thru Lane

Type Unit QuantityProactive Per Intersection 0Proactive Per Intersection 0Proactive Per Intersection 0Proactive Per Intersection 0Proactive Per Intersection 1

6

Proactive Each 0Proactive Per Intersection 0

Notes -

19.0324/27/2020

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 0Density (per int. per yr): 0.0

Rate (per MVM): 0.0

Systemic Safety Risk Factors

ThresholdTraffic Control Device: Signal

Entering ADT(vpd): ≥ 12,000Adjacent Development: Present

Max Number Of Lanes Crossed: ≥ 4Presence of Sidewalk: Some, None

Presence of Refuge Island: -Presence of Transit Stop: -

Pedestrian Crossing Type: MarkingsTotal Stars

Priority Location

List of Strategies Considered

Unit Cost Total CostHAWK: $150,000 $0

Median Refuge Island: $12,000 $0Curb Extension: $10,000 $0

Countdown Timers: $7,000 $7,000Leading Ped Interval: $25,000 $0

RRFB w/ Refuge Island: $20,000 $0RRFB: $15,000 $0

Upgrade Signal Head Hardware: $5,000 $0

Mini Roundabout: $3,000,000 $0Upgrade Signs & Markings: $2,500 $0

Total Estimated Project Cost: $107,000Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

Notes -

3342.006

4/27/2020

$100,000

Proactive Each 0Proactive Per Intersection 0

Proactive Each 0Update Signal to Meet

MUTCD Recommendation: Proactive $100,000 Each 1

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Proactive Per Intersection 0

Proactive Each 0Proactive Per Intersection 0

Type Unit QuantityProactive Per Intersection 0

NoneNone

Markings

None7

Some

Value Star AssignmentSignal9,765

0.6 0.0 0.00.2 0.0 0.0

Total Severe Total Right Angle

Severe Right Angle

3 0 0

9,765

Urban (Ped/Bike) Intersection on CSAH 42 at 85th St NE

85th St NEWrightSuburbanResidential

42Traditional

PresentNV7,9001,865

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 0Density (per int. per yr): 0.0

Rate (per MVM): 0.0

Systemic Safety Risk Factors

ThresholdTraffic Control Device: Signal

Entering ADT(vpd): ≥ 12,000Adjacent Development: Present

Max Number Of Lanes Crossed: ≥ 4Presence of Sidewalk: Some, None

Presence of Refuge Island: -Presence of Transit Stop: -

Pedestrian Crossing Type: MarkingsTotal Stars

Priority Location

List of Strategies Considered

Unit Cost Total CostHAWK: $150,000 $0

Median Refuge Island: $12,000 $0Curb Extension: $10,000 $0

Countdown Timers: $7,000 $7,000Leading Ped Interval: $25,000 $0

RRFB w/ Refuge Island: $20,000 $0RRFB: $15,000 $0

Upgrade Signal Head Hardware: $5,000 $5,000

Mini Roundabout: $3,000,000 $0Upgrade Signs & Markings: $2,500 $0

Total Estimated Project Cost: $12,000Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

Notes -

875.054

4/27/2020

$0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Update Signal to Meet

MUTCD Recommendation: Proactive $100,000 Each 0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Proactive Per Intersection 0

Proactive Each 0Proactive Per Intersection 0

Type Unit QuantityProactive Per Intersection 0

NoneNone

Markings

Present6

Some

Value Star AssignmentSignal9,892

0.0 0.0 0.00.0 0.0 0.0

Total Severe Total Right Angle

Severe Right Angle

0 0 0

9,892

Urban (Ped/Bike) Intersection on CSAH 75 at Hospital

Hart BlvdWrightSuburbanCampus

75Traditional

PresentNV9,300592

Roadway Information

Description: County:

Area Type:Context Zone:

Segment Route System: CSAHSegment Route No:

Design Type: Configuration: X

Traffic Control Device: SignalStreet Lights:

Flasher: Major ADT:Minor ADT:

Total Entering ADT:

Crash Data5-year Crash History (2011 - 2015)

Crash Frequency: 0Density (per int. per yr): 0.0

Rate (per MVM): 0.0

Systemic Safety Risk Factors

ThresholdTraffic Control Device: Signal

Entering ADT(vpd): ≥ 12,000Adjacent Development: Present

Max Number Of Lanes Crossed: ≥ 4Presence of Sidewalk: Some, None

Presence of Refuge Island: -Presence of Transit Stop: -

Pedestrian Crossing Type: MarkingsTotal Stars

Priority Location

List of Strategies Considered

Unit Cost Total CostHAWK: $150,000 $0

Median Refuge Island: $12,000 $0Curb Extension: $10,000 $0

Countdown Timers: $7,000 $7,000Leading Ped Interval: $25,000 $0

RRFB w/ Refuge Island: $20,000 $0RRFB: $15,000 $0

Upgrade Signal Head Hardware: $5,000 $5,000

Mini Roundabout: $3,000,000 $0Upgrade Signs & Markings: $2,500 $0

Total Estimated Project Cost: $12,000Systemic Project

Project Page #: Intersection ID:

CRSP 2 Date:

Notes -

2075.056

4/27/2020

$0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Update Signal to Meet

MUTCD Recommendation: Proactive $100,000 Each 0

Proactive Each 0Proactive Per Intersection 0

Proactive Each 1Proactive Per Intersection 0

Proactive Each 0Proactive Per Intersection 0

Type Unit QuantityProactive Per Intersection 0

NoneNone

Markings

None6

Some

Value Star AssignmentSignal9,892

0.2 0.0 0.00.1 0.0 0.0

Total Severe Total Right Angle

Severe Right Angle

1 0 0

9,892

Urban (Ped/Bike) Intersection on CSAH 75 at Hart Blvd

Hart BlvdWrightSuburbanCommercial

75Traditional

PresentNV9,300592

CITY OF

Monticello

October 11, 2021

Dear Grant Reviewers.

PHONE: 763-295-2711 FAX: 763-295-4404

505 Walnut Street ISuite 1 IMonticello, MN 55362

The City of Monticello is pleased to support the Wright County’s grant application for the

Minnesota Department of Transportation (MNDOT) Highway Safety Improvement Program

(HSIP). This project was identified in the Wright County Road Safety Plan and would help

improve the safety on roadways throughout Wright County.

This project is proposed to update three intersections within the City of Monticello as well as

others within the County. The proposed signal upgrades will improve the safety for both

motorists and pedestrians at these busy intersections on the county’s roadway network.

I encourage you to support Wright County’s application for these significant safety improvements

for our community.

Sincerely,

Lloyd Hilgart

Mayor

www.ci.monticello.mn.us