07-07-2021 Regional Planning Regular Meeting Packet
Hall County Regional
Planning Commission
Wednesday, July 7, 2021
Regular Meeting Packet
Commission Members:
Judd Allan Hall County
Tony Randone Grand Island
Derek Apfel Grand Island
Hector Rubio Grand Island
Leonard Rainforth Hall County
Carla Maurer Doniphan
Dean Kjar Wood River
Robin Hendricksen Grand Island
Jaye Monter Cairo Vice Chairperson
Pat O’Neill Hall County Chairperson
Greg Robb Hall County
Leslie Ruge Alda Secretary
Regional Planning Director: Chad Nabity
Planning Technician:
Rashad Moxey
Administrative Assistant:
Norma Hernandez
6:00 PM
Grand Island Regular Meeting - 7/7/2021 Page 1 / 88
Call to Order
Roll Call
A - SUBMITTAL OF REQUESTS FOR FUTURE ITEMS
Individuals who have appropriate items for City Council consideration should complete the Request for
Future Agenda Items form located at the Information Booth. If the issue can be handled administratively
without Council action, notification will be provided. If the item is scheduled for a meeting or study
session, notification of the date will be given.
B - RESERVE TIME TO SPEAK ON AGENDA ITEMS
This is an opportunity for individuals wishing to provide input on any of tonight's agenda items to reserve
time to speak. Please come forward, state your name and address, and the Agenda topic on which you will
be speaking.
DIRECTOR COMMUNICATION
This is an opportunity for the Director to comment on current events, activities, and issues of interest to
the commission.
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Hall County Regional Planning
Commission
Wednesday, July 7, 2021
Regular Meeting
Item A1
Agenda
Staff Contact:
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AGENDA AND NOTICE OF MEETING
Wednesday, July 7, 2021
6:00 p.m.
City Hall Council Chambers — Grand Island
1. Call to Order - This is a public meeting subject to the open meetings laws of the State of
Nebraska. The requirements for an open meeting are posted on the wall in this room
and anyone who would like to find out what those are is welcome to read through them.
The Planning Commission may vote to go into Closed Session on any Agenda Item as
allowed by State Law.
The Commission will discuss and may take action on any item listed on this agenda.
The order of items on the agenda may be reorganized by the Chair to facilitate the flow
of the meeting to better accommodate the public.
2. Minutes of the June 2, 2021.
3. Request Time to Speak.
4. Public Hearing – Proposed CRA Area #33- Grand Island Proposed CRA Area #33 located
west of Prairie Road on the north side of Husker Highway. (C-20-2021GI)
5. Public Hearing – One and Six Year Street Improvement Plan – Hall County – Public
hearing and action on the fiscal year 2022 to 2027 street improvement plan for Hall County,
Nebraska (C-21-2021HC)
Consent Agenda:
6. Final Plat –D & B 2nd Subdivision- Hall County- Located east of Locust and north of
Cedarview Road Hall County, Nebraska. (1 lot, 2.56 acres).
7. Final Plat – Kleier Subdivision- Doniphan- Located north of the intersection of Cedar
and York Streets in Doniphan, Nebraska. (4 lots, 4.33 acres).
Grand Island Regular Meeting - 7/7/2021 Page 4 / 88
8. Directors Report
Budget Review—Review of the Budget Request to Hall County for the 2021-2022 budget
year.
Community Beautification Award Nominations
9. Next Meeting August 4, 2021.
10. Adjourn.
PLEASE NOTE: This meeting is open to the public, and a current agenda is on file at the
office of the Regional Planning Commission, located on the second floor of City Hall in
Grand Island, Nebraska.
Grand Island Regular Meeting - 7/7/2021 Page 5 / 88
Staff Summary July 2021 Page 1
Staff Recommendation Summary
For Regional Planning Commission Meeting
July 7, 2021
4. Public Hearing – Proposed Substandard and Blight Concerning a
study to determine if the proposed CRA Area #33 qualifies as substandard
and blighted and to forward a recommendation on the study to the Grand
Island City Council. Proposed CRA Area #33 is approximately 220 acres
of property in southwest Grand Island west of Prairie Road north of
Husker Highway. (C-20-2021GI). See Full Recommendation (Hearing,
Discussion Action)
5. Public Hearing – One and Six Year Street Improvement Plan – Hall
County – Public hearing and action on the fiscal year 2022 to 2027 street
improvement plan for the City of Grand Island, Hall County, Nebraska (C-
21-2021HC) See Attached Information from County Engineer (Hearing
Discussion Action)
6. Final Plat – D & B 2nd Subdivision- Hall County- Located east of
Locust and north of Cedarview Road Hall County, Nebraska. (1 lot, 2.56
acres). This makes an existing subdivision slightly larger.
7. Final Plat – Kleier Subdivision- Doniphan- Located north of the
intersection of Cedar and York Streets in Doniphan, Nebraska. (4 lots,
4.33 acres). This property is zoned R-3 Multiple Family Residential and I-2
Heavy Industrial.
8. Directors Report
1. County Budget Proposal— Staff has submitted the budget
request to the County per the recommendation of the County
Board. Also included are proposed fee changes. These will be
adopted by resolution by the County Board and are consistent with
the changes for Grand Island. In addition to the normal request for
operating expenses Staff is requesting funding for an update to the
Hall County Comprehensive Development Plan and Zoning
Regulations. A similar request has been made to the City of Grand
Island for updates to the Comprehensive Development Plan and
Regulations.
2. Community Beautification Award Nominations—The Planning
Department is accepting nominations for Community
Beautification Awards.
Next Meeting August 4, 2021.
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Hall County Regional Planning
Commission
Wednesday, July 7, 2021
Regular Meeting
Item E1
Meeting Minutes June 2, 2021
Staff Contact:
Grand Island Regular Meeting - 7/7/2021 Page 7 / 88
THE REGIONAL PLANNING COMMISSION OF HALL COUNTY, GRAND ISLAND,
WOOD RIVER AND THE VILLAGES OF ALDA, CAIRO, AND DONIPHAN,
NEBRASKA
Minutes
for
June 2, 2021
The meeting of the Regional Planning Commission was held Wednesday, June 2, 2021 at City
Hall – Grand Island, Nebraska. Notice of this meeting appeared in the “Grand Island
Independent” on May 22, 2021.
Present: Leslie Ruge Pat O’Neill
Nick Olson Tony Randone
Hector Rubio Leonard Rainforth
Greg Robb Robin Hendricksen
Absent: Jaye Monter, Judd Allan, Darrell Nelson and Tyler Doane
Other:
Staff: Chad Nabity and Norma Hernandez
Press:
1.Call to order.
Chairman O’Neill called the meeting to order at 6:00 p.m.
O’Neill stated that this was a public meeting subject to the open meetings laws of the
State of Nebraska. He noted that the requirements for an open meeting are posted on
the wall in the room and easily accessible to anyone who may be interested in reading
them.
O’Neill also noted the Planning Commission may vote to go into Closed Session on
any agenda item as allowed by State Law.
The Commission will discuss and may take action on any item listed on this agenda.
The order of items on the agenda may be reorganized by the Chair to facilitate the flow
Grand Island Regular Meeting - 7/7/2021 Page 8 / 88
of the meeting to better accommodate the public.
2. Minutes of the May 5, 2021 meeting.
A motion was made by Rubio and second by Randone to approve the minutes of
the May 5, 2021 meeting.
The motion carried with seven members voting in favor (O’Neill, Ruge, Olson,
Rainforth, Rubio, Hendricksen and Randone) and one abstaining (Robb)
3.Request Time to Speak.
Amos Anson – 4243 Arizona Grand Island, NE – Item #6
Zack Butts - 3108 Briarwood Grand Island, NE – Item #4
Keith Marvin – Marvin Planning Consultants – David City – Item #4
Josh Rhoads – 414 Westwood Circle Grand Island, NE Item #4
4.Public Hearing – Proposed CRA Area #32 – Grand Island – Proposed CRA Area #32
located west of North Road on either side of Old Potash Highway. (C-16-2021GI)
O’Neill opened the public hearing:
Nabity stated the property is approximately 45 acres and is located west of North Road
and including property both north and south of Old Potash Highway in western Grand
Island. The study as prepared and submitted indicates that this property could be
considered blighted and substandard.
Zach Butz, Keith Marvin and Josh Rhoads all testified in favor of declaring the area
blighted and substandard and made themselves available to questions from the
commission.
O’Neill closed the hearing:
A motion was made by Robb and second by Rainforth to approve CRA Area #32
located west of North Road on either side of Old Potash Highway.
The motion tied with four members voting yes (Ruge, Olson, Robb and Rubio) and four
members voting no (O’Neill, Rainforth, Hendricksen and Randone).
Discussion was held on whether to make a motion to recommend that council deny the
request to approve the study area. No member of the commission wished to make that
motion. Director Nabity suggested that someone make a motion to forward this item
back to Council with a motion of no recommendation regarding approval of the study.
A motion was made by Robb and second by Rainforth to forward to city council with a
recommendation of no recommendation.
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The motion was carried with six members voting yes (Ruge, Olson, Robb, Rainforth,
Rubio and Hendricksen) and two members voting no (O’Neill and Randone)
5.Public Hearing – Proposed Rezoning – Doniphan. Proposed rezoning of portion of
SE1/4 of Section 5, Township 9 North, Range 9 West of the 6th PM. This property is
located north of the intersection of Cedar Street and York Street in the Village of
Doniphan. Request is to rezone from I-2 Heavy Industrial Zone to R-3 Multiple Family
Residential.
O’Neill opened the public hearing:
Nabity stated the proposed change would change this piece of property with frontage
Cedar Street to R3 Multiple Family Residential. The property on the south side of
Cedar Street is already zoned R-3. Trent Kleier the owner of this property made the
application and plans to develop at least 1 lot for additional housing at this location.
No members of the public had comments. Kleier was present at the meeting to answer
any questions.
O’Neill closed the hearing:
A motion was made by Robb and second by Ruge to recommend approval of the
rezoning application.
The motion carried with seven members voting yes (O’Neill, Ruge, Rainforth, Robb,
Rubio, Hendricksen and Randone) and one member abstaining (Olson).
6.Public Hearing – Zoning Text Change- Grand Island. Concerning proposed
amendments to Section 36-70 (B-3) Heavy Business Zone and the Zoning Matrix
(Attachment A)
O’Neill opened the public hearing:
Nabity stated the Railside Business Improvement District has requested changes to the
B-3 Heavy Business Zone to allow outdoor sales on property in the district. Staff has
reviewed the district regulations and is making additional changes to the district to
further refine the allowed uses in the district. The changes proposed by staff will also
be reflected in the Zoning Matrix.
O’Neill closed the hearing:
A motion was made by Rainforth and second by Ruge to approve proposed
amendments to Section 36-70 (B-3) Heavy Business Zone and the Zoning Matrix.
Amos Anson, representing the Railside Business Improvement District confirmed that
their board was supportive of these changes.
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The motion carried with eight members voting yes (O’Neill, Ruge, Olson, Robb,
Rainforth, Rubio, Hendricksen and Randone) and no members voting no.
7.Director’s Report.
8.Next Meeting July 7, 2021
9.Adjourn.
O’Neill adjourned the meeting at 6:35 p.m.
___________________________________________
Leslie Ruge, Secretary
By Norma Hernandez
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Hall County Regional Planning
Commission
Wednesday, July 7, 2021
Regular Meeting
Item F1
Public Hearing - Proposed CRA Area #33 - Grand Island -
Proposed CRA Area #33 located west of Prairie Road on the north
side of Husker Highway
Staff Contact:
Grand Island Regular Meeting - 7/7/2021 Page 12 / 88
1
Agenda Item # 5
PLANNING DIRECTOR RECOMMENDATION TO REGIONAL PLANNING
COMMISSION:
May 21, 2021
SUBJECT:CRA Blight Study (Proposed CRA Area 33) C-20-2021GI
PROPOSAL: Attached is a copy of a Substandard and Blight Study as prepared by Marvin
Planning Consultants entitled “Grand Island NE, Blighted and Substandard Study Area 33”.
This area as defined by the study will be referred to as Community Redevelopment Authority
(CRA) Area 33. The study as prepared and submitted indicates that this property could be
considered substandard and blighted. This only includes property that is located within the
municipal limits of Grand Island. The study as presented shows that this property meets the
criteria to be declared blighted and substandard of its own accord. The Planning Commission
recommendation must be forwarded to the Grand Island City Council within 30 days of making
the recommendation.
OVERVIEW
This study is approximately 210 acres of property located west of Prairie Road and north of
Husker Highway in western Grand Island (Study Area).
The Statutory authority and direction to the Planning Commission is referenced below to explain
the Planning Commission purpose in reviewing the study:
18-2109.3 Redevelopment plan; preparation; requirements; planning
commission or board; public hearing; notice; governing body; public hearing;
notice.
18-2109. Redevelopment plan; preparation; requirements; planning commission
or board; public hearing; notice; governing body; public hearing; notice.
(1) An authority shall not prepare a redevelopment plan for a redevelopment
project area unless the governing body of the city in which such area is located
has, by resolution adopted after the public hearings required under this section,
declared such area to be a substandard and blighted area in need of
redevelopment.
(2) Prior to making such declaration, the governing body of the city shall
conduct or cause to be conducted a study or an analysis on whether the area is
substandard and blighted and shall submit the question of whether such area is
substandard and blighted to the planning commission or board of the city for its
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2
review and recommendation. The planning commission or board shall hold a
public hearing on the question after giving notice of the hearing as provided in
section 18-2115.01. Such notice shall include a map of sufficient size to show the
area to be declared substandard and blighted or information on where to find such
map and shall provide information on where to find copies of the substandard and
blighted study or analysis conducted pursuant to this subsection. The planning
commission or board shall submit its written recommendations to the governing
body of the city within thirty days after the public hearing.
(3) Upon receipt of the recommendations of the planning commission or board,
or if no recommendations are received within thirty days after the public hearing
required under subsection (2) of this section, the governing body shall hold a
public hearing on the question of whether the area is substandard and blighted
after giving notice of the hearing as provided in section 18-2115.01. Such notice
shall include a map of sufficient size to show the area to be declared substandard
and blighted or information on where to find such map and shall provide
information on where to find copies of the substandard and blighted study or
analysis conducted pursuant to subsection (2) of this section. At the public
hearing, all interested parties shall be afforded a reasonable opportunity to
express their views respecting the proposed declaration. After such hearing, the
governing body of the city may make its declaration.
(4) Copies of each substandard and blighted study or analysis conducted
pursuant to subsection (2) of this section shall be posted on the city’s public web
site or made available for public inspection at a location designated by the city.
~Reissue Revised Statutes of Nebraska
The attached study does not include a redevelopment plan. If this study is approved subsequent
action will be necessary by both the Planning Commission and the City Council prior to any
action involving Tax Increment Financing or the expenditure of tax dollars from the CRA budget
within this area.
It is appropriate for the planning commission in conducting its review and considering its
recommendation regarding the substandard and blighted designation to:
1.review the study,
2.take testimony from interested parties,
3.make findings of fact, and
4.Include those findings of fact as part of its recommendation to Council.
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3
Blighted and Substandard Defined
The terms blighted and substandard have very specific meanings within the context of the
Community Redevelopment Statutes. Those terms as defined by Statute are included below:
Section 18-2103
Terms, defined.
For purposes of the Community Development Law, unless the context otherwise requires:
(3) Blighted area means an area (a) which, by reason of the presence of a substantial
number of deteriorated or deteriorating structures, existence of defective or inadequate street
layout, faulty lot layout in relation to size, adequacy, accessibility, or usefulness, insanitary
or unsafe conditions, deterioration of site or other improvements, diversity of ownership, tax
or special assessment delinquency exceeding the fair value of the land, defective or unusual
conditions of title, improper subdivision or obsolete platting, or the existence of conditions
which endanger life or property by fire and other causes, or any combination of such factors,
substantially impairs or arrests the sound growth of the community, retards the provision of
housing accommodations, or constitutes an economic or social liability and is detrimental to
the public health, safety, morals, or welfare in its present condition and use and (b) in which
there is at least one of the following conditions: (i) Unemployment in the designated area is
at least one hundred twenty percent of the state or national average; (ii) the average age of
the residential or commercial units in the area is at least forty years; (iii) more than half of
the plotted and subdivided property in an area is unimproved land that has been within the
city for forty years and has remained unimproved during that time; (iv) the per capita income
of the area is lower than the average per capita income of the city or village in which the
area is designated; or (v) the area has had either stable or decreasing population based on
the last two decennial censuses. In no event shall a city of the metropolitan, primary, or first
class designate more than thirty-five percent of the city as blighted, a city of the second class
shall not designate an area larger than fifty percent of the city as blighted, and a village shall
not designate an area larger than one hundred percent of the village as blighted. A
redevelopment project involving a formerly used defense site as authorized under section 18-
2123.01 shall not count towards the percentage limitations contained in this subdivision;
(31) Substandard areas shall mean an area in which there is a predominance of buildings
or improvements, whether nonresidential or residential in character, which, by reason of
dilapidation, deterioration, age or obsolescence, inadequate provision for ventilation, light,
air, sanitation, or open spaces, high density of population and overcrowding, or the existence
of conditions which endanger life or property by fire and other causes, or any combination of
such factors, is conducive to ill health, transmission of disease, infant mortality, juvenile
delinquency, and crime, (which cannot be remedied through construction of prisons), and is
detrimental to the public health, safety, morals, or welfare;
~Reissue Revised Statutes of Nebraska
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4
ANALYSIS-Blight and Substandard Study
The following findings are copied directly from the Study. The analysis of the substandard
and blighted factors is conducted on pages 5 to 13 of the study.
FINDINGS FOR GRAND ISLAND
Study Area 33 has several items contributing to the Blight and Substandard Conditions. These
conditions include:
Blighting Summary
These conditions are contributing to the blighted conditions of the study area.
Substantial number of deteriorating structures
o Within the study are 100.00% of the structures were deemed to be in a normal condition
or worse.
Deterioration of site or other improvements
o Curb and gutter are missing over a majority of the frontage along Husker Highway.
o The study area has what is considered rural section (ditches) and the drainage areas
appear to be silting in.
o A majority of the frontage of Husker Highway has average or poorer condition.
o Sidewalks are missing within the entire study area.
Insanitary and Unsafe Conditions
o There is a Palustrine Emergent Wetland located in the study area. Standing water could
create a sanitary and safety issue with mosquitoes.
o There is also a Riverine Wetland on the south side which could create similar issues to the
Palustrine Emergent Wetland.
Criteria under Part B of the Blight Definition
The average age of the residential or commercial units in the area is at least forty years.
o 9 (100.00%) buildings or improvements were determined to be 40 years of age or older.
o 0 ( 0.00%) buildings or improvements were determined to be less than 40 years of age.
o The average age based upon a cumulative age calculation is 70.8 years.
The other criteria for Blight were not present in the area, these included:
Diversity of Ownership
Factors Which Are Impairing And/or Arresting Sound Growth
Dangerous conditions to life or property due to fire or other causes
Faulty Lot Layout
Improper Subdivision or Obsolete Platting
Stable or decreasing population based on the last two decennial censuses.
Tax or special assessment delinquency exceeding fair value of the land.
Defective or unusual condition of title,
Unemployment in the designated area is at least 120% of the state or national average.
One-half of unimproved property is over 40 years old.
The per capita income of the area is lower than the average per capita income of the city
or village in which the area is designated.
These issues were either not present or were limited enough as to have little impact on the
overall condition of the study area.
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5
Substandard Summary
Nebraska State Statute requires that “…an area in which there is a predominance of buildings or
improvements, whether nonresidential or residential in character, which, by reason of
dilapidation, deterioration, age or obsolescence, inadequate provision for ventilation, light, air,
sanitation, or open spaces, high density of population and overcrowding, or the existence of
conditions which endanger life or property by fire and other causes, or any combination of such
factors, is conducive to ill health, transmission of disease, infant mortality, juvenile delinquency,
and crime, (which cannot be remedied through construction of prisons), and is detrimental to
the public health, safety, morals, or welfare;”
This Study Area meets the defintion of Substandard as defined in the Revised Nebraska State
Statutes.
Substandard Summary
Nebraska State Statute requires that “…an area in which there is a predominance of buildings or
improvements, whether nonresidential or residential in character, which, by reason of
dilapidation, deterioration, age or obsolescence, inadequate provision for ventilation, light, air,
sanitation, or open spaces, high density of population and overcrowding, or the existence of
conditions which endanger life or property by fire and other causes, or any combination of such
factors, is conducive to ill health, transmission of disease, infant mortality, juvenile delinquency,
and crime, (which cannot be remedied through construction of prisons), and is detrimental to
the public health, safety, morals, or welfare;”
This Study Area meets the defintion of Substandard as defined in the Revised Nebraska State
Statutes.
FINDINGS FOR BLIGHT AND SUBSTANDARD STUDY AREA #33
Blight Study Area #33 has several items contributing to the Blight and Substandard Conditions.
These conditions include:
Blighted Conditions
Substantial number of deteriorated or deteriorating structures.
Condition of Structures
Insanitary and Unsafe Conditions
Average age of the residential or commercial units in the area is at least 40 years.
Substandard Conditions
Average age of the structures in the area is at least forty years.
RECOMMENDATION:
Blight and Substandard Designation
Unlike the process for approving a redevelopment plan statute does not specify what planning
commissions are to look for in making a recommendation on a study to declare an area blighted
and substandard. Planning Commission staff is recommending consideration of the following
questions as a starting point in the analysis of this Study and in making a recommendation on the
question of whether the property in question is blighted and substandard.
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6
Recommend Questions for Planning Commission
Does this property meet the statutory requirements to be considered blighted and
substandard? (See the prior statutory references.)
Are the blighted and substandard factors distributed throughout the Redevelopment Area,
so basically good areas are not arbitrarily found to be substandard and blighted simply
because of proximity to areas which are substandard and blighted? Is development of
adjacent property necessary to eliminate blighted and substandard conditions in the area?
Is public intervention appropriate and/or necessary for the redevelopment of the area?
Will a blight declaration increase the likelihood of development/redevelopment in the
near future and is that in the best interest of the City?
What is the policy of the City toward increasing development and redevelopment in this
area of the City?
Findings of fact must be based on the study and testimony presented including all written
material and staff reports. The recommendation must be based on the declaration, not based
on any proposed uses of the site. All of the testimony, a copy of the study and this memo
along with any other information presented at the hearing should be entered into the record of
the hearing.
If the Regional Planning Commission concludes that the area in question meets the definition
of blighted and substandard and supports such conclusion with findings of fact they should
move to recommend approval of the declaration as blighted and substandard based on the
facts presented and identified at this meeting.
If the Regional Planning Commission concludes that the area in question does not meet the
definition of blighted and substandard and supports such conclusions with findings of fact,
they should move to recommend denial of the declaration as blighted and substandard based
on the facts identified.
___________________ Chad Nabity AICP, Planning Director
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City of Grand Island, NE
Blight and Substandard Study
Area #33
March 2021
Grand Island Regular Meeting - 7/7/2021 Page 19 / 88
Blight and Substandard Study – Area 33
City of Grand Island, NE – Area 33 • June 2021 Page 1
PURPOSE OF THE BLIGHT AND SUBSTANDARD STUDY
The purpose of completing this Blight and Substandard study is to examine existing conditions
within Study Area 33 of the city of Grand Island. This study has been commissioned by the Innate
Development LLC in order to analyze the possibility of declaring the area as blighted and
substandard within this specific study area.
The City of Grand Island, when considering conditions of Blight and Substandard, will be looking
at those issues and definitions provided for in the Nebraska Community Redevelopment Law as
found in Chapter 18, Section 2104 of the Revised Nebraska State Statutes, as follows:
“The governing body of a city, to the greatest extent it deems to be feasible in carrying
out the provisions of the Community Development Law, shall afford maximum
opportunity, consistent with the sound needs of the city as a whole, to the rehabilitation
or redevelopment of the community redevelopment area by private enterprises. The
governing body of a city shall give consideration to this objective in exercising its
powers under the Community Development Law, including the formulation of a
workable program, the approval of community redevelopment plans consistent with
the general plan for the development of the city, the exercise of its zoning powers, the
enforcement of other laws, codes, and regulations, relating to the use of land and the
use and occupancy of buildings and improvements, the disposition of any property
acquired, and the providing of necessary public improvements.”
The Nebraska Revised Statutes §18-2105 continues by granting authority to the governing body
for formulation of a workable program; disaster assistance; effect. The statute reads,
“The governing body of a city or an authority at its direction for the purposes of the
Community Development Law may formulate for the entire municipality a workable
program for utilizing appropriate private and public resources to eliminate or prevent
the development or spread of urban blight, to encourage needed urban
rehabilitation, to provide for the redevelopment of substandard and blighted areas, or
to undertake such of the aforesaid activities or other feasible municipal activities as
may be suitably employed to achieve the objectives of such workable program. Such
workable program may include, without limitation, provision for the prevention of the
spread of blight into areas of the municipality which are free from blight through
diligent enforcement of housing, zoning, and occupancy controls and standards; the
rehabilitation or conservation of substandard and blighted areas or portions thereof by
replanning, removing congestion, providing parks, playgrounds, and other public
improvements by encouraging voluntary rehabilitation and by compelling the repair
and rehabilitation of deteriorated or deteriorating structures; and the clearance and
redevelopment of substandard and blighted areas or portions thereof.”
“Notwithstanding any other provisions of the Community Development Law, where the
local governing body certifies that an area is in need of redevelopment or
rehabilitation as a result of flood, fire, hurricane, earthquake, storm, or other
catastrophe respecting which the Governor of the state has certified the need for
disaster assistance under federal law, the local governing body may approve a
redevelopment plan and a redevelopment project with respect to such area without
regard to the provisions of the Community Development Law requiring a general plan
for the municipality and notice and public hearing or findings other than herein set
forth.”
Based on the Nebraska Revised Statutes §18-2103 the following definitions shall apply:
“Blighted area means an area (a) which, by reason of the presence of a substantial
number of deteriorated or deteriorating structures, existence of defective or
inadequate street layout, faulty lot layout in relation to size, adequacy, accessibility, or
usefulness, insanitary or unsafe conditions, deterioration of site or other improvements,
diversity of ownership, tax or special assessment delinquency exceeding the fair value
of the land, defective or unusual conditions of title, improper subdivision or obsolete
platting, or the existence of conditions which endanger life or property by fire and
other causes, or any combination of such factors, substantially impairs or arrests the
Grand Island Regular Meeting - 7/7/2021 Page 20 / 88
Blight and Substandard Study – Area 33
Page 2 City of Grand Island, NE – Area 33 • June 2021
sound growth of the community, retards the provision of housing accommodations, or
constitutes an economic or social liability and is detrimental to the public health,
safety, morals, or welfare in its present condition and use and (b) in which there is at
least one of the following conditions: (i) Unemployment in the designated area is at
least one hundred twenty percent of the state or national average; (ii) the average
age of the residential or commercial units in the area is at least forty years; (iii) more
than half of the plotted and subdivided property in an area is unimproved land that
has been within the city for forty years and has remained unimproved during that time;
(iv) the per capita income of the area is lower than the average per capita income of
the city or village in which the area is designated; or (v) the area has had either stable
or decreasing population based on the last two decennial censuses. In no event shall
a city of the metropolitan, primary, or first class designate more than thirty-five percent
of the city as blighted, a city of the second class shall not designate an area larger
than fifty percent of the city as blighted, and a village shall not designate an area
larger than one hundred percent of the village as blighted. A redevelopment project
involving a formerly used defense site as authorized under section 18-2123.01 shall not
count towards the percentage limitations contained in this subdivision;”
“Extremely blighted area means a substandard and blighted area in which: (a) The
average rate of unemployment in the area during the period covered by the most
recent federal decennial census is at least two hundred percent of the average rate
of unemployment in the state during the same period; and (b) the average poverty
rate in the area exceeds twenty percent for the total federal census tract or tracts or
federal census block group or block groups in the area;”
“Substandard area means an area in which there is a predominance of buildings or
improvements, whether nonresidential or residential in character, which, by reason of
dilapidation, deterioration, age or obsolescence, inadequate provision for ventilation,
light, air, sanitation, or open spaces, high density of population and overcrowding, or
the existence of conditions which endanger life or property by fire and other causes,
or any combination of such factors, is conducive to ill health, transmission of disease,
infant mortality, juvenile delinquency, and crime, (which cannot be remedied through
construction of prisons), and is detrimental to the public health, safety, morals, or
welfare; and”
“Workforce housing means:
(a) Housing that meets the needs of today's working families;
(b) Housing that is attractive to new residents considering relocation to a rural community;
(c) Owner-occupied housing units that cost not more than two hundred seventy-five
thousand dollars to construct or rental housing units that cost not more than two hundred
thousand dollars per unit to construct. For purposes of this subdivision (c), housing unit
costs shall be updated annually by the Department of Economic Development based
upon the most recent increase or decrease in the Producer Price Index for all
commodities, published by the United States Department of Labor, Bureau of Labor
Statistics;
(d) Owner-occupied and rental housing units for which the cost to substantially rehabilitate
exceeds fifty percent of a unit's assessed value; and
(e) Upper-story housing.”
This Blight and Substandard Study is only for a portion of the corporate limits of the city which has
not previously been so designated. The Study is intended to give the Grand Island CRA, Hall
County Regional Planning Commission and Grand Island City Council the basis for identifying and
declaring Blighted and Substandard conditions existing within the City’s jurisdiction and as allowed
under Chapter 18, Section 2123.01. Through this process, the City and property owners will be
attempting to address economic and/or social liabilities which are harmful to the well-being of
the entire community.
Grand Island Regular Meeting - 7/7/2021 Page 21 / 88
Blight and Substandard Study – Area 33
City of Grand Island, NE – Area 33 • June 2021 Page 3
The study area can be seen in Figure 1 of this report. A Redevelopment Plan to be submitted in
the future will contain, in accordance with the law, definite local objectives regarding appropriate
land uses, improved traffic, public transportation, public utilities and other public improvements,
and the proposed land uses and building requirements in the redevelopment area and shall
include:
• The boundaries defining the blighted and substandard areas in question (including existing
uses and conditions of the property within the area), and
• A list of the conditions present, which qualify the area as blighted and substandard.
BLIGHT AND SUBSTANDARD ELIGIBILITY STUDY
This study targets the entire corporate limits of the community for evaluation. The area is indicated
in Figure 1 of this report. The existing uses in this area includes several uses including, a residential
area which was once a farmyard and the rest of the property is used for agricultural purposes.
Through the redevelopment process, the City of Grand Island can guide future development and
redevelopment throughout the area. The use of the Community Redevelopment Act by the City
is intended to redevelop and improve areas of the community. Using the Community
Redevelopment Act, the City of Grand Island can assist in the elimination of negative conditions
and implement different programs/projects identified for the City.
The following is the description of the designated area within the City of Grand Island.
A Tract described as follows: MISC TRACTS SE1/4 NW1/4 & NE1/4 SW1/4 & PT W1/2 SE1/4 25-11-10 plus the
north half of the R.O.W. along Husker Highway, 158.69 AC and a tract described as follows: MISCELLANEOUS
TRACTS PT SE1/4 SW1/4 25-11-10; plus, Hayman’s Subdivision Lots 5 and 6 and adjacent right-of-way of
Memorial Park Road; plus, the north half of the R.O.W. along Husker Highway, 40.09 AC. Total acres for this
area is 210.32 acres. Study Area
Figure 1
Study Area Map
Source: Hall County/Grand Island GIS, Marvin Planning Consultants 2021
Grand Island Regular Meeting - 7/7/2021 Page 22 / 88
Blight and Substandard Study – Area 33
Page 4 City of Grand Island, NE – Area 33 • June 2021
Figure 2
Existing Land Use Map
Source: Hall County Assessor’s Office, Marvin Planning Consultants 2021
EXISTING LAND USES
The term “Land Use” refers to the developed uses in place within a building or on a specific parcel
of land. The number and type of uses are constantly changing within a community and produce
a number of impacts either benefitting or detracting from the community. Because of this, the
short and long-term success and sustainability of the community is directly contingent upon
available resources utilized in the best manner given the constraints the City faces during the
course of the planning period. Existing patterns of land use are often fixed in older communities
and neighborhoods, while development in newer areas is often reflective of current development
practices.
Figure 3: Existing Land Use, Study Area 33 – 2021
Source: Marvin Planning Consultants 2021
Agriculture,
73%
Open Space -
Tree Area,
19%
Wetland Area,
3%Residential,
5%
Land Uses
Agriculture Open Space - Tree Area Wetland Area Residential
Grand Island Regular Meeting - 7/7/2021 Page 23 / 88
Blight and Substandard Study – Area 33
City of Grand Island, NE – Area 33 • June 2021 Page 5
Existing Land Use Analysis within Study Area
As part of the planning process, a survey was conducted through both in-field observations, as
well as data collection online using the Hall County Assessors website. This survey noted the use of
each parcel of land within the study area. Figure 3 shows the different uses present within the
corporate limits of the area. The different uses also have the overall percent of the total area.
FINDINGS OF BLIGHT AND SUBSTANDARD CONDITIONS ELIGIBILITY STUDY
This section of the study examines the conditions found in the study area. The Findings Section will
review the conditions based upon the statutory definitions.
CONTRIBUTING FACTORS
There were a number of conditions examined and evaluated in the field and online. There are a
number of conditions to be reviewed in detail, on the following pages, while some of the statutory
conditions are not present.
Structural Conditions
Structural conditions were evaluated, structures were either rated as: Excellent, Very Good, Above
Normal, Normal, Below Normal, Poor or Very Poor. The data and rating system come from the Hall
County Assessor’s database and is the same database used to value properties in the area.
According to the data there are five structures in the study area.
Based upon the data provided to the planning team, the following is the breakdown for
structures in the study area:
• 0 (0.00%) structures rated as Excellent
• 0 (0.00%) structure rated as Very Good
• 0 (0.00%) structures rated as Above Normal
• 5 (55.55%) structures rated Normal
• 0 ( 0.00%) structures rated Below Normal
• 4 ( 44.44%) structures rated Poor
• 0 ( 0.00%) structure rated as Very Poor
Figure 4: Structure Conditions
Source: Hall County/Grand Island GIS, Marvin Planning Consultants 2021
Grand Island Regular Meeting - 7/7/2021 Page 24 / 88
Blight and Substandard Study – Area 33
Page 6 City of Grand Island, NE – Area 33 • June 2021
Based upon these data, an assumption has been made that normal condition and less would
constitute the possibility of some or considerable deterioration. It is common for older structures to
need more maintenance and upkeep in order to maintain a good or higher condition. Even a
structure rated as normal will show some signs of deteriorating which in turn can become a
dilapidated structure in the future if it is not addressed over time. Overall, 80.00% of the structures
in this study area are considered to in Poor Conditions.
Due to the stated conditions found in the Hall County Assessor’s data, the condition of the
structure is a contributing factor.
Deterioration of Site or Other Improvements
Sidewalk Conditions
Sidewalks, regardless of the area and uses within a community, should provide a safe means of
movement for pedestrians. Sidewalks become increasingly more important along transportation
routes considered to be arterials and highways. A sidewalk allows for pedestrian movement while
keeping people off heavily traveled streets.
The sidewalk conditions were analyzed in the Study Area. The sidewalks were rated on three
categories: Fair, Poor, and missing completely.
Within the study area there is approximately 2,664 lineal feet or .50 miles of area where sidewalk
could or should be located. The area along Husker Highway is a rapidly developing area of Grand
Island with the new hospital and multiple commercial business located between the study area
and US Highway 281. After reviewing the conditions in the field, the following is how the sidewalk
conditions breakdown within the study area:
• 0 (0.00%) lineal feet of Excellent sidewalk
• 0 (0.00%) lineal feet of Good sidewalk
• 0 (0.00%) lineal feet of Average sidewalk
• 0 (0.00%) lineal feet of Fair sidewalk
• 2,664 (100.00%) lineal feet of no sidewalk
Due to the lack of sidewalk, sidewalks are considered a direct contributing factor.
Grand Island Regular Meeting - 7/7/2021 Page 25 / 88
Blight and Substandard Study – Area 33
City of Grand Island, NE – Area 33 • June 2021 Page 7
Figure 5: Sidewalk Conditions
Source: Hall County Assessor’s Office, Marvin Planning Consultants 2021
Curb and Gutter
Curb and Gutters have a number of direct and indirect roles in communities. Their primary function
is to be a barrier to collect and direct water to be drained away. On a secondary level, they can
help define where the streets start and stop, and they act as a physical barrier between
pedestrian and vehicular traffic.
Curb and gutter for the Study Area were examined similarly to sidewalks. The curb and gutter were
graded as either Excellent, Good, Average, Fair, Poor and Missing. There is not any curb and gutter
within the study area. And is considered rural section drainage.
Within the study area there is approximately 2,664 lineal feet of curb and gutter possible. Of the
total area, approximately 855 feet of concrete paving and underground pipe was constructed
during the hospital project. In addition, there were several inlets constructed along the area. After
reviewing the conditions in the field, the following is how the curb and gutter conditions
breakdown within the corporate limits:
• 855 (32.10%) lineal feet of Excellent curb and gutter
• 0 ( 0.00%) lineal feet of Good curb and gutter
• 0 ( 0.00%) lineal feet of Average curb and gutter
• 0 ( 0.00%) lineal feet of Fair curb and gutter
• 1,809 (67.90%) lineal feet of no curb and gutter
The majority of this area’s street and drainage have been designed and constructed in a manner
referred to as rural section. There is a good reason since this area had once been under the county
highway departments jurisdiction. Rural section street/road is one where water drains directly from
the driving surface into ditches paralleling the street. This approach is adequate; however, this
design typically sees the ditches begin to silt in and/or have tall grass growing in them. These
factors quickly deteriorate the ability of the ditch to adequately drain away water from the driving
surface and this typically leads to localized flooding and ponding. As this area becomes more
urban, it needs to have urban amenities.
Grand Island Regular Meeting - 7/7/2021 Page 26 / 88
Blight and Substandard Study – Area 33
Page 8 City of Grand Island, NE – Area 33 • June 2021
Figure 6
Curb and Gutter Conditions
Source: Hall County Assessor’s Office, Marvin Planning Consultants 2021
Streets
Streets within a community are essential to moving people and vehicles from place to place. Their
condition and construction have an impact on the appearance of a community, which leads
directly to how a community is perceived by the outside world.
Within the study area there is approximately 2,664 lineal feet or .50 miles of street possible. After
reviewing the conditions in the field, the following is how the street conditions breakdown within
the corporate limits:
• 855 ( 32.1%) lineal feet of Excellent street
• 0 ( 0.0%) lineal feet of Good street
• 0 ( 0.0%) lineal feet of Average street
• 1,809 ( 67.9%) lineal feet of Fair street
• 0 ( 0.0%) lineal feet of Poor street
The newly paved area north and west of the new hospital is a well-designed and excellent driving
surface. As development continues west of this pavement, the additional 1,800 feet of frontage is
in need of upgrading.
Grand Island Regular Meeting - 7/7/2021 Page 27 / 88
Blight and Substandard Study – Area 33
City of Grand Island, NE – Area 33 • June 2021 Page 9
Figure 7: Street Conditions
Source: Hall County Assessor’s Office, Marvin Planning
Consultants 2021
Insanitary and Unsafe Conditions
Along Husker Highway on the actual site is a drainage way which filters through a Palustrine
Emergent Wetland (PEM). Within this wetland, there is a high probability that water sitting in the
area may create Insanitary and Unsafe Conditions due to the water and the potential for
breeding of mosquitoes and their ability to spread disease. The wetland is currently present and
has been identified on the Wetland Mapper, therefore, this issue needs some level of mitigation
which improves the overall safety of this body of water.
In addition, there is a small Riverine Wetland running along the south side of the study area.
Figure 8: Insanitary and Unsafe Conditions
Source: Wetlands Mapper (fws.gov), Marvin Planning Consultants 2021
PEM
Wetland
Location
Riverine
Wetland
Location
Grand Island Regular Meeting - 7/7/2021 Page 28 / 88
Blight and Substandard Study – Area 33
Page 10 City of Grand Island, NE – Area 33 • June 2021
Groundwater Control Area
The study area sits in the middle of the Parkview Well Superfund Site dating to September 30,
2007. The site has two areas of groundwater contamination and associated source areas
resulting from historical mismanagement of industrial solvents.
The Superfund Site has established remedies in place for the source and its associated Plumes.
These remedies are established in order to minimize exposure by humans, especially the
consumption of the water within this area.
This area has strict guidelines regarding future operations in the area including the drilling of new
water wells with a design capacity of 50 gallons per minute or more; unless an individual party
chooses to demonstrate through prescribed hydrological studies that such contamination is not
present.
Figure 5 of the Parkview Well Superfund Site (Groundwater Control Area #3) indicates all of the
proposed areas of this study are within the adopted boundaries of said Control Area #3. Figure 9
of this study contains a portion of said Figure from Groundwater Control Area #3.
Figure 9: Groundwater Control Area #3 and Study Area
Source: City of Grand Island
Grand Island Regular Meeting - 7/7/2021 Page 29 / 88
Blight and Substandard Study – Area 33
City of Grand Island, NE – Area 33 • June 2021 Page 11
Age of Structure
Age of structures can be a contributing factor to the blighted and substandard conditions in an
area. Statutes allow for a predominance of structures 40 years of age or older to be a contributing
factor regardless of their condition. The following paragraphs document the structural age of the
structures within the Study Area. Note the age of structure was determined from the Appraisal
data within the Hall County Assessor’s website data.
TABLE 2: AVERAGE STRUCTURAL AGE, BY METHOD – 2021
Number Year Age Cumulative
2 1938 83 166 166
4 1952 69 276 442
1 1954 67 67 509
2 1957 64 128 637
9 637
70.8
Source: Grand Island GIS Aerials, Hall County Assessor’s and Marvin Planning Consultants 2021
Age of Structure
Within the study area there are nine structures. After researching the structural age on the Hall
County Assessor’s website, the following breakdown was determined:
• 9 (100.0%) unit was determined to be 40 years of age or older.
However, when examining the age based upon a cumulative approach, as in Table 1 the
average age of the primary structures is equal to 70.8 years; thus, meeting the requirements of the
statutes.
The age of the structures would be a direct contributing
factor.
Figure 10: Age of Structures
Older than 40 years of age
Newer than 40 years Source: Hall County/Grand Island GIS,
Marvin Planning Consultants 2021
Grand Island Regular Meeting - 7/7/2021 Page 30 / 88
Blight and Substandard Study – Area 33
Page 12 City of Grand Island, NE – Area 33 • June 2021
Blighting Summary
These conditions are contributing to the blighted conditions of the study area.
• Substantial number of deteriorating structures
o Within the study are 100.00% of the structures were deemed to be in a normal condition
or worse.
• Deterioration of site or other improvements
o Curb and gutter are missing over a majority of the frontage along Husker Highway.
o The study area has what is considered rural section (ditches) and the drainage areas
appear to be silting in.
o A majority of the frontage of Husker Highway has average or poorer condition.
o Sidewalks are missing within the entire study area.
• Insanitary and Unsafe Conditions
o There is a Palustrine Emergent Wetland located in the study area. Standing water could
create a sanitary and safety issue with mosquitoes.
o There is also a Riverine Wetland on the south side which could create similar issues to the
Palustrine Emergent Wetland.
Criteria under Part B of the Blight Definition
• The average age of the residential or commercial units in the area is at least forty years.
o 9 (100.00%) buildings or improvements were determined to be 40 years of age or older.
o 0 ( 0.00%) buildings or improvements were determined to be less than 40 years of age.
o The average age based upon a cumulative age calculation is 70.8 years.
The other criteria for Blight were not present in the area, these included:
• Diversity of Ownership
• Factors Which Are Impairing And/or Arresting Sound Growth
• Dangerous conditions to life or property due to fire or other causes
• Faulty Lot Layout
• Improper Subdivision or Obsolete Platting
• Stable or decreasing population based on the last two decennial censuses.
• Tax or special assessment delinquency exceeding fair value of the land.
• Defective or unusual condition of title,
• Unemployment in the designated area is at least 120% of the state or national average.
• One-half of unimproved property is over 40 years old.
• The per capita income of the area is lower than the average per capita income of the city
or village in which the area is designated.
These issues were either not present or were limited enough as to have little impact on the overall
condition of the study area.
Grand Island Regular Meeting - 7/7/2021 Page 31 / 88
Blight and Substandard Study – Area 33
City of Grand Island, NE – Area 33 • June 2021 Page 13
Substandard Conditions
Average age of the residential or commercial units in the area is at least 40 years.
Age of structures can be a contributing factor to the blighted and substandard conditions in an
area. Statutes allow for a predominance of structures 40 years of age or older to be a contributing
factor regardless of their condition. The following paragraphs document the structural age of the
structures within the Study Area. Note the age of structure was determined from the Appraisal
data within the Hall County Assessor’s website data.
TABLE 2: AVERAGE STRUCTURAL AGE, BY METHOD – 2021
Number Year Age Cumulative
2 1938 83 166 166
4 1952 69 276 442
1 1954 67 67 509
2 1957 64 128 637
9 637
70.8
Source: Grand Island GIS Aerials, Hall County Assessor’s and Marvin Planning Consultants 2021
Age of Structure
Within the study area there are nine structures. After researching the structural age on the Hall
County Assessor’s website, the following breakdown was determined:
• 9 (100.0%) unit was determined to be 40 years of age or older.
However, when examining the age based upon a cumulative approach, as in Table 1 the
average age of the primary structures is equal to 70.8 years; thus, meeting the requirements of the
statutes.
The age of the structures would be a direct contributing factor.
Figure 11: Age of Structures
Source: Hall County/Grand Island GIS,
Older than 40 years of age
Newer than 40 years
Grand Island Regular Meeting - 7/7/2021 Page 32 / 88
Blight and Substandard Study – Area 33
Page 14 City of Grand Island, NE – Area 33 • June 2021
Substandard Summary
Nebraska State Statute requires that “…an area in which there is a predominance of buildings or
improvements, whether nonresidential or residential in character, which, by reason of dilapidation,
deterioration, age or obsolescence, inadequate provision for ventilation, light, air, sanitation, or
open spaces, high density of population and overcrowding, or the existence of conditions which
endanger life or property by fire and other causes, or any combination of such factors, is
conducive to ill health, transmission of disease, infant mortality, juvenile delinquency, and crime,
(which cannot be remedied through construction of prisons), and is detrimental to the public
health, safety, morals, or welfare;”
This Study Area meets the defintion of Substandard as defined in the Revised Nebraska State
Statutes.
FINDINGS FOR BLIGHT AND SUBSTANDARD STUDY AREA #33
Blight Study Area #33 has several items contributing to the Blight and Substandard Conditions.
These conditions include:
Blighted Conditions
• Substantial number of deteriorated or deteriorating structures.
• Condition of Structures
• Insanitary and Unsafe Conditions
• Average age of the residential or commercial units in the area is at least 40 years.
Substandard Conditions
• Average age of the structures in the area is at least forty years.
Grand Island Regular Meeting - 7/7/2021 Page 33 / 88
HUSKER HWY
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PROPOSED BLIGHT & SUBSTANDARD AREA #33LOCATION MAP
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Scale: NONEFor Illustration Purposes
Grand Island Regular Meeting - 7/7/2021 Page 34 / 88
Resolution Number 2021-05
HALL COUNTY REGIONAL PLANNING COMMISSION
A RESOLUTION RECOMMENDING APPROVAL OF A BLIGHT AND SUBSTANDARD
STUDY BY THE CITY OF GRAND ISLAND, NEBRASKA; AND APPROVAL OF
RELATED ACTIONS
WHEREAS, the Grand Island City Council at its June 8, 2021 meeting, referred the Blight and
Substandard Study for CRA Area 33, commissioned by Innate Development LLC to the Hall County Regional
Planning Commission, (the “Commission”) for review and recommendation as to its conformity with the general plan
for the development of the City of Grand Island, Hall County, Nebraska, pursuant to the Nebraska Community
Development Law, Chapter 18, Article 21, Reissue Revised Statutes of Nebraska, as amended (the “Act”); and
WHEREAS, the Commission held a public hearing regarding said Blight and Substandard Study at their
meeting on July 7, 2021, and:
WHEREAS, the Commission has reviewed said Blight and Substandard Study and confirmed the
following findings:
This property as presented in the study meets the requirements to be declared substandard,
This property as presented in the study meets the requirements to be declared blighted,
The factors are necessary to declare the property blighted and substandard are sufficiently distributed
to impact development across the entire site,
That development of this property to its full potential is in the best interest of the City of Grand Island
and the entire region,
That there are projects ready to develop at this site if they can meet the financial goals of the
developers,
NOW, THEREFORE, BE IT RESOLVED BY THE HALL COUNTY REGIONAL PLANNING
COMMISSION AS FOLLOWS:
Section 1. The Commission hereby recommends approval of the Blight and Substandard Study.
Section 2. All prior resolutions of the Commission in conflict with the terms and provisions of this
resolution are hereby expressly repealed to the extent of such conflicts.
Section 3. This resolution shall be in full force and effect from and after its passage as provided by law.
DATED: July 7, 2021
HALL COUNTY REGIONAL PLANNING
COMMISSION
ATTEST: By: ___________________________________
Chair
By: ___________________________________
Secretary
Grand Island Regular Meeting - 7/7/2021 Page 35 / 88
Hall County Regional Planning
Commission
Wednesday, July 7, 2021
Regular Meeting
Item F2
Public Hearing - One and Six Year Street Improvement Plan - Hall
County - Public Hearing and action on the fiscal year 2022 to 2027
street improvement plan for Hall County, NE
Staff Contact:
Grand Island Regular Meeting - 7/7/2021 Page 36 / 88
NC40(467)C40(372)C40(340)C40(340)C40(432)C40(470)C40(469)C40(480)C40(473)C40(468)C40(462)C40(477)C40(481)C40(479)C40(476)C40(482)Grand IslandRegular Meeting - 7/7/2021Page 37 / 88
Board of Public Roads Classifications and Standards
Form 11 Report of Previous Year
Highway or Street Improvement
Year Ending: Fiscal Year End June 30, 2021 Sheet 1 of 1
County:
C040 - Hall County
City:
Village:
PROJECT
NUMBER
LENGTH
(Nearest
Tenth)
UNIT OF
MEASURE
PROJECTED
COST
(Thousands)
CONTRACT
PROJECT
OWN
FORCES
DATE
COMPLETED
(Actual or
Estimated)
C40(171) Mile 20V9 0.1 MILE 950 Fed Aid BR
Monitor Rd Contract 09/15/2020
C40(340) Mile 24U3 0.1 MILE 94 Repl Br w
CBC 70th Contract Winter 21/22
C40(372) Mile 6Y5 0.2 MILE 299 Repl Bridge
Skypark
Demo
Only Winter 21/22
C40(432) Mile 3P5 0.1 MILE 15 Extend cbc
Rosedale County Spring 2022
C40(462) Mile 34T1
Burwick N of Capital 0.1 MILE 40 Repl BR w
CMP's County Winter 21/22
C40(468) Mile 6N
Study 0.1 MILE 40 Farmstead /
Meadow Ln
Drain
Study Delay 1 Year
C40(470) Mile 33J &
33K 2.0 MILE 256 13th Resurf Contract July 2021
C40(471) Meadow Ln 1.0 MILE 104 Resurfacing Contract 04/13/2021
C40(472) Mile 25G &
10N Schimmer/Blaine 1.5 MILE 194 Resurf w/
City Contract July 2020
C40(473) Mile 16M 1.0 MILE 150 N Rd
Resurf Contract Delay 1 year
C40(474) Mile 18U 1.0 MILE 150 Engleman
Rd Resurf Contract Move to 6
Year
C40(475) Mile 14U 1.0 MILE 150 Webb Rd
Resurf Contract Move to 6
Year C40(476) 37M4
Airport 0.1 MILE 50 Replace
CMP County Summer
2021 C40(447) Mile 16T &
37H Airport & North 1.0 MILE 30 Culverts &
Berm County Summer
2021
CNTY 1,427
STATE 141
OTHER 203
FED 751
TOTAL 2,522
Signature:
Title:
Hall County Engineer
Date:
July 01, 2021
NBCS Form 11, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 38 / 88
Board of Public Roads Classifications and Standards Form 8 Summary of One-Year Plan
Year Ending: Fiscal year end June 30, 2022 Sheet 1 of 1
County: C40 - Hall County City: Village:
PRIORITY
NUMBER PROJECT NUMBER LENGTH
(Nearest Tenth)
UNIT OF
MEASURE
ESTIMATED COST
(Thousands) REMARKS
1 C40(340) Mile 24U3 70th 0.1 MILE 94 Repl Bridge w/ CBC
2 C40(372) Mile 6Y5 Sky Park 0.2 MILE 299 Replace Bridge
3 C40(432) Mile 3P5 Rosedale 0.1 MILE 15 Extend CBC
4 C40(462) Mile 34T1 Burwick 0.1 MILE 40 Replace Bridge w/ CMP's
5 C40(467) Mile 50D8 Wiseman 0.1 MILE 50 Replace CBC w/ CMP's
6 C40(468) Mile 6N Drainage Study 0.1 MILE 40 Farmstead, Meadow Lane, etc
7 C40(470) Mile 33J & K 2.0 MILE 256 13th St Resurfacing
8 C40(473) Mile 16M 1.0 MILE 150 North Rd Resurfacing
9 C40(476) Mile 37M4 Airport 0.1 MILE 50 Replace CMP
10 C40(477) Mile 16T & 37H Airport & North 1.0 MILE 30 Culverts and Berm
11 C40(479) Mile 21U6 Guenther 0.1 MILE 40 Replace CMP's
12 C40(480) Mile 25H 1.0 MILE 150 Schimmer Resurfacing
13 C40(481) Mile 18D8 Buffalo Road 0.1 MILE 40 Replace CMP's
14 C40(482) Platte Valley Industrial Park 1.2 MILE 625 Drainage Improvements
COUNTY 1,064
STATE 47
OTHER 768
FEDERAL 0
TOTAL 1,879
Signature:
Title:
Hall County Engineer
Date:
July 1, 2021
NBCS Form 8, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 39 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C40 - Hall County
City:
Village:
Location Description:
On 70th Road between Airport Road and Nebraska Highway 2. Between Sections 31 & 32 of T-12-N, R-10-W of the 6th P.M. in Hall County, Nebraska.
County Mile 24U3 NDOR Structure Number C004022715
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel road and 28' long by 20' wide, weight restricted timber bridge built in 1970.
Project is part of the CMBP - County Bridge Match Program.
Average Daily Traffic: 2008 = 56, 2028 = 100
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2-001.03J Surfacing Thickness: 2" gravel surfacing Width: 20' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: TBD Rise: TBD
Length: TBD Type: CBC
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace existing timber bridge with reinforced Concrete Box Culvert (CBC)
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
47 47 94
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(340)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 40 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On Sky Park Road between Chapman Road and Prairie Road. Between Section 10 and 11 of T-12-N, R-9-W of the 6th P.M. in Hall County, Nebraska.
County Mile 6Y5 NDOT Structure Number C004024325
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel road and weight restricted (8 ton) Steel Pony Truss Bridge that was built in 1935 and is 20' wide and 52' long.
Average Daily Traffic: 2008 = 95, 2038 = 115
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Triple 2-0001.03J Surfacing Thickness: 2" gravel surfacing Width: 20' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: 30' Length: 74'-1"' Type: Conc. Precast Panel
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace existing pony truss bridge with a new 3 span concrete precast panel bridge.
A contract was awarded for Bridge Materials on May 25, 2021 with Delivery date of September 28, 2021.
Bids will be taken in Fall 2021 for bridge contractor to build the new bridge. County forces will demo the old bridge, perform grading work, place concrete rip rap, backfill the bridge and place gravel surfacing.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
116 183 299
Project Length: (Nearest Tenth, State Unit of Measure) 0.2 Mile Project No.: C40(372)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 41 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On Rosedale Road between Schauppsville Road and 90th Road. Between Sections 26 and 35 of T-9-N, R-11-W of the 6th P.M. in Hall County, Nebraska.
County Mile 3P5
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
24' wide Asphalt roadway with a 5' span by 3' rise by 24' long reinforced Concrete Box Culvert (CBC).
Average Daily Traffic: 2014 = 300, 2034 = 500
Classification Type: (As shown on Functional Classification Map)
SFC: Other Arterial, NFC: Rural Major Collector
PROPOSED IMPROVEMENT
Design Standard Number: Table 2-001.03H Surfacing Thickness: Width: '
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: 5' Rise: 3'
Length: 40' Type: CBC
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Extend existing CBC to meet Horizontal Clear Zone standards.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
15 15
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(432)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 42 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On Burwick Road just north of Capital Avenue. Between Section 4 and 5 of T-11-N, R-11-W of the 6th P.M. in Hall County, Nebraska.
County Mile 34T1
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel road with 12' long by 20' wide timber bridge built in 1936.
Average Daily Traffic: 2018 = 70, 2038 = 90
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2 001.03J Surfacing Thickness: 2" gravel surfacing Width: 20' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: TBD Length: TBD Type: CMP
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace existing timber bridge with Corrugated Metal Pipe (CMP) culverts with headwalls and wingwalls.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
40 40
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(462)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 43 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On the Hall-Buffalo County line. Wiseman Road between Lepin Road and Burmood Road in Hall County (between 56th Road and 85th Road in Buffalo County). Section 18 of T-9-N, R-12-W of the 6th P.M. in Hall County, Nebraska.
Hall County Mile 50D8
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel road with 12' span by 4' rise by 20' long reinforced Concrete Box Culvert (CBC) built in 1934.
Average Daily Traffic: 2018 = 60, 2038 = 75
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2-001.03J Surfacing Thickness: 2" gravel surfacing Width: 20' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: TBD Length: TBD Type: CMP
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace existing CBC with CMP's with headwalls and wingwalls.
Cost shared with Buffalo County.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
25 25 50
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(467)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 44 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
Drainage through Farmstead Subdivision, under US Highway 34, through Meadow Lane Subdivision, and on east into Merrick County.
Sections 34, 35, 26, 25 and 24 of T-11-N, R-9-W of the 6th P.M. in Hall County, Nebraska.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Drainage study to identify possible improvements.
Average Daily Traffic: 2019 = N/A, 20 =
Classification Type: (As shown on Functional Classification Map)
N/A
PROPOSED IMPROVEMENT
Design Standard Number: N/A Surfacing Thickness: N/A Width: N/A
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: T.B.D. Length: T.B.D. Type: T.B.D.
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Project could grow from study into joint cooperative project with Central Platte Natural Resources District (CPNRD) and Merrick County.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
20 20 40
Project Length: (Nearest Tenth, State Unit of Measure) N/A Project No.: C40(468)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 45 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On 13th Street between 60th Road and Engleman Road. Between Sections 8 & 17 and 9 & 16 of T-11-N, R-10-W of the 6th P.M. in Hall County, Nebraska.
County Miles 33J and 33K.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Existing 24' wide asphaltic concrete roadway that was built in 1987 with 3" of Type B asphaltic concrete and 2" of Type BC asphaltic concrete.
Average Daily Traffic: 2019 = 200, 2039 = 270
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: TABLE 2-001.03J Surfacing Thickness: 3" asphaltic concrete Width: 24' wide'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Resurface existing asphalt roadway with 3" of Type "SPR" asphaltic concrete. Bids were opened on April 13, 2021. The $256,140.00 contract was awarded with a (weather permitting) completion date of July 15, 2021.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
256 256
Project Length: (Nearest Tenth, State Unit of Measure) 2.0 Mile Project No.: C40(470)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 46 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On North Road between Wildwod Road and Schimmer Road between Sections 1 & 2 of T-10-N, R-10-W of the 6th P.M. in Hall County, Nebraska.
County Mile 16M
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Existing 24' wide asphaltic concrete road was converted from gravel to asphalt surfacing with 5-1/2" of Type "A" asphaltic concrete in 2004.
Average Daily Traffic: 2019 = 250, 2039 = 340
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: TABLE 2-001.03J Surfacing Thickness: 3" asphaltic concrete Width: 24' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Resurface existing asphalt roadway with 3" of Type "SPR" asphaltic concrete.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
150 150
Project Length: (Nearest Tenth, State Unit of Measure) 1.0 Mile Project No.: C40(473)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 47 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C40 - Hall County
City:
Village:
Location Description:
On Airport Road between 80th Road and 70th Road. Between Section 31 of T-12-N, R-10-W, and Section 6 of T-11-N, R-10W of the 6th P.M. in Hall County, Nebraska.
County Mile 37M4
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
24' wide asphalt paved roadway with failing 84" by 92" arch Corrugated Metal Pipe (CMP) culvert.
Average Daily Traffic: 2019 = 155, 2019 = 210
Classification Type: (As shown on Functional Classification Map)
Rural Major Collector (County)
PROPOSED IMPROVEMENT
Design Standard Number: Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Triple 60" Dia" Length: 54' long Type: CMP's w/ Hdwls
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace failing CMP with triple 60" diameter by 54' long Corrugated Metal Pipe (CMP) culverts with headwalls and wingwalls.
Bids for materials were opened on March 16, 2021 and a $37,211.20 contract was awarded on March 30, 2021. The pipes were delivered on May 17th and 18th. The road was closed on May 24th and the old pipe was removed. The new pipes will be placed in June, crushed concrete placed for temporary surfacing, and the road opened to traffic. A permenant asphalt patch will be placed in the summer after the backfill has ben allowed to settle in.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
' 50
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(476)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 48 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
`
Location Description:
Drainage study to identify improvements to mitigate flooding of Silver Creek in the area of Airport Road and North Road.
County Miles 37H for Airport Road and 16T for North Road.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
N/A Flood Control study and follow up with flood protection measures.
Average Daily Traffic: 20 = N/A, 20 = N/A
Classification Type: (As shown on Functional Classification Map)
N/A
PROPOSED IMPROVEMENT
Design Standard Number: N/A Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: The study resulted in the following projects:
Berm work along the right bank of Silver Sreek between BNSF railroad tracks and Airport Road (Mile 37H). The berm was constructed in 2020 and will be raised 6" to 14" in the fall of 2021. Driveway culvert and ditch work along the west side of North Road (Mile 16T) was completed in 2020.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
30 30
Project Length: (Nearest Tenth, State Unit of Measure) N/A Project No.: C40(477)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 49 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On Guenther Road between 150th Road and Nebraska Highway 11. Between Sections 12 & 13 of T-10-N, R-12-W of the 6th P.M. in Hall County, Nebraska.
County Mile 21U6.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel road with failing 72" Corrugated Metal Pipe (CMP) culvert.
Average Daily Traffic: 2018 = 50, 2038 = 80
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2 001.03J Surfacing Thickness: 2" gravel surfacing Width: 20' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: TBD Length: TBD Type: CMP
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace failing CMP with Corrugated Metal Pipe (CMP) culvert with headwalls and wingwalls to prevent erosion.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
40 40
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(479)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 50 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On Schimmer Drive between Engleman Road and North Road. Between Section 35 of T-11-N, R-10-W and Section 2 of T-10-N and R-10-W of the 6th P.M. in Hall County, Nebraska.
County Mile 25H.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
24' wide by 5-1/2" thick Type "B" asphaltic concrete surfacing placed in 1994.
Average Daily Traffic: 2019 = 180, 2039 = 210
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2-001.03J Surfacing Thickness: 3" asphaltic concrete Width: 24' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Resurface existing asphalt roadway with 3" of Type "B" asphaltic concrete.
Two miles of Schimmer Road were originally in project C40(472) . Schimmer West of North Road (Mile 25H) and Schimmer Drive east of North Road (Mile 26G).
Mile 25G was resurfaced under a cooperative asphaltic concrete resurfacing project with the city of Grand. in July of 2020
Mile 25H was pulled out of project C40(472) and placed under this project C40(480).
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
150 150
Project Length: (Nearest Tenth, State Unit of Measure) 1.0 MILE Project No.: C40(480)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 51 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On Buffalo Road between Lepin Road and Binfield Road. Between Section 14 and 15 of T-9-N, R-10-W of the 6th P.M. in Hall County, Nebraska.
County Mile 18D8.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel road with 36" x 46" Arch CMP and 30" x 60" x 50' long Arch CMP. Both CMP's are failing and have been temporarily patched.
Average Daily Traffic: 2021 = 60, 2038 = 90
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2 001.03J Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: TBD Length: TBD Type: CMP
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace failing CMP's with Corrugated Metal Pipe (CMP) culvert(s) with headwalls and wingwalls to control erosion. Size and number of pipes to be determined by hydraulic analysis.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
40 40
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(481)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 52 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
Improve drainage downstream of Platte Valley Industrial Park. Along Blaine Street south of Schimmer Drive, along Schimmer Drive east of Blaine Street, then north from Schimmer Drive to the side channel of the Wood River diversion.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Schimmer Drive is a 24' wide asphalt roadway. The box culvert under Schimmer Drive east of Blaine Street needs additional capacity.
Average Daily Traffic: 20 = N.A., 20 = N.A.
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Drainage Project Surfacing Thickness: 5" asphaltic concrete Width: 24' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: TBD Length: TBD Type: CMP
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: The project is a cooperative venture between Hall County, City of Grand Island, Central Platte Natural Resources District (CPNRD), Grand Island Area Economic Development Corporation (GIAEDC), and benefitng properties at the Platte Valley Industrial Park (PVIP).
An Memorandum Of Understanding (MOU) for the project was approved by the Hall County Board on Octoer 27, 2020.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
85 180 360 625
Project Length: (Nearest Tenth, State Unit of Measure) 1.2 Mile Project No.: C40(482)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 53 / 88
NC40(135)C40(300)-2C40(367)C40(371)C40(389)C40(391)C40(392)C40(135)C40(371)C40(389)C40(391)C40(392)C40(376)C40(376)C40(422)C40(422)C40(424)C40(425)C40(425)C40(121)-2C40(121)-2C40(427)C40(464)C40(475)
C40(474)
C40(426)C40(435)C40(435)C40(434)C40(434)C40(461)C40(461)C40(478)C40(466)C40(479)Grand IslandRegular Meeting - 7/7/2021Page 54 / 88
Board of Public Roads Classifications and Standards
Form 9 Summary of Six-Year Plan
Six-Year Period Ending: June 30, 2027 Sheet 1 of 1
County:
C40 - Hall County
City:
Village:
PRIORITY
NUMBER PROJECT NUMBER LENGTH
(Nearest Tenth)
UNIT OF
MEASURE
ESTIMATED COST
(Thousands) REMARKS
1 C40(121)-2 4.0 MILE 1,100 PAVING-LOCAL
2 C40(135) 0.25 MILE 150 BRIDGE-LOCAL
3 C40(464) 0.1 MILE 15 CMP-LOCAL
4 C40(300)-2 2.0 MILE 550 PAVING-LOCAL
5 C40(367) 0.1 MILE 150 BRIDGE - LOCAL
6 C40(371) 0.1 MILE 200 BRIDGE - LOCAL
7 C40(376) 0.1 MILE 100 BRIDGE-LOCAL
8 C40(379) 0.1 MILE 85 BRIDGE - LOCAL
9 C40(389) 0.1 MILE 85 BRIDGE - LOCAL
10 C40(391) 0.1 MILE 200 BRIDGE - LOCAL
11 C40(392) 0.1 MILE 300 BRIDGE - LOCAL
12 C40(422) 0.1 MILE 50 CONC BOX-
LOCAL
13 C40(424) 0.1 MILE 30 CONC BOX-LOCAL
14 C40(425) 0.1 MILE 30 CONC BOX-LOCAL
15 C40(426) 1.0 MILE 225 PAVING-LOCAL
16 C40(427) 1.0 MILE 225 PAVING-LOCAL
17 C40(461) 0.1 MILE 20 BRIDGE-LOCAL
18 C40(478) was (476) 3.0 MILE 900 Convert Gravel to
Asphalt Surfacing
19 C40(466) 0.1 MILE 85 BRIDGE-LOCAL
20 C40(434) 0.2 MILE 115 CBC-LOCAL
21 C40(435) 0.1 MILE 105 CBC-LOCAL
22 C40(474) Mile 18U
Engleman Road 1.0 Mile 150 Local - Resurfacing
23 C40(475) 14U - Webb
Road 1.0 Mile 150 Local - Resurfacing
TOTAL 5.020
Signature:
Title:
Hall County Engineer
Date:
July 1, 2021
NBCS Form 9, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 55 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C40 - Hall County
City:
Village:
Location Description:
On One R Road from 90th Road to Monitor Road.
East-west gravel road beginning at the southwest corner of Section 13, T-12-N, R-11-W; thence easterly 4.0 miles to the southwest corner of Section 15, T-12-N, R-10-W of the 6th P.M. in Hall County, Nebraska
County Miles 43N, 43M, 43L and 43K
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel and Culverts
Average Daily Traffic: 2013 = 175, 2033 = 350
Classification Type: (As shown on Functional Classification Map) Other Arterial
PROPOSED IMPROVEMENT
Design Standard Number: ROA-3 Surfacing Thickness: 6" thick Width: 24' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Pave the existing gravel road with 6" thick by 24' wide Asphalt or 5" by 6" thick by 24' wide Portland Cement Concretet (PCC).
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
1,100 1,100
Project Length: (Nearest Tenth, State Unit of Measure) 4.0 miles Project No.: C40(121)-2
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 56 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C40 - Hall County
City:
Village:
Location Description:
On 13th Street between Nebraska Highway 11 and 130th Road. An east-west gravel road between Section 7 & 18, T-11-N, R-11-W of the 6th P.M. in Hall County, Nebraska.
County Mile 33T6.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel road and 16' wide by 40' long pony truss bridge.
Average Daily Traffic: 2008 = 45, 2028 = 90
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-3 Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: 30' Length: 60' Type: Conc Slab
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace existing pony truss bridge with a precast concrete slab bridge.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
250 250
Project Length: (Nearest Tenth, State Unit of Measure) 0.25 mile Project No.: C40(135)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 57 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On Loup River Road (Howard County Line) east of St Paul Road. North side of Section 2, T-12-N, R-e 9-W in Hall County, Nebraska.
County Mile 49B6.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel Road with 18' long by 24' wide Timber Bridge built in 1949.
Average Daily Traffic: 2018 = 45, 2038 = 65
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2-001.03J Surfacing Thickness: 2" Width: 20'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: TBD Length: TBD Type: CMP
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace bridge with CMP's with headwalls and wingwalls. Cooperative project cost shared with Howard County.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
30 30 60
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Miles Project No.: C40(464)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 58 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C40 - Hall County
City:
Village:
Location Description:
On a north and south road beginning at the intersection of Engleman Road and Abbott Road; thence 2 miles north.
Engleman Road 18V & 18W
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel and bridge
Average Daily Traffic: 2013 = 200, 2033 = 400
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-1 Surfacing Thickness: 6" Width: 24.0
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: 5" x 24' Asphalt or 6" X 24' Concrete
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
550 550
Project Length: (Nearest Tenth, State Unit of Measure) 2.0 miles Project No.: C40(300)-2
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 59 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On 190th Road between Old Military Road and Holling Road. Section 32, T 10 N, R 12 W. of the 6th P.M. in Hall County, Nebraska.
County Mile 48G8
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel and 61' long Thru Truss Bridge
NDOT Structure Number C004000310
Average Daily Traffic: 2008 = 75, 2028 = 175
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-2 Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: 30' Length: 60' Type: Conc. Slab
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace existing bridge with 30' wide by 60' long precast panel bridge.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
250 250
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(367)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 60 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
60th Road between Wildwood Drive and Guenther Road. Section 9, T 10 N, R 10 W
County mile: 22L 06
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel and Thru Truss Bridge
Average Daily Traffic: 2008 = 55, 2028 = 75
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-2 Surfacing Thickness: 2" Width: 20'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: 30' Length: 70' Type: Conc. Slab
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace 71' thru truss bridge with 70' X 30' prestressed concrete slab bridge.
C004012910
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
200 200
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(371)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 61 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
Schauppsville Road between Capital Avenue and 13th Street. Section 11, T 11 N, R 11 W.
County mile: 30S4
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel and I-beam bridge
NDOT Structure Number C004012115
Average Daily Traffic: 2013 = 175, 2033 = 225
Classification Type: (As shown on Functional Classification Map)
Collector
PROPOSED IMPROVEMENT
Design Standard Number: RC-2 Surfacing Thickness: 2" Width: 20'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: 30' Length: 30' Type: Conc. Slab
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace 33' X 18.5' - 15" I-beam bridge with 30' X 30' prestressed concrete slab bridge.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
100 100
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(376)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 62 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
70th Road between Barrows Road and Rosedale Road. 0.3 miles North of SE Corner of Section 31, T-9-N, R-10-W.
County Mile: 24A3
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel, steel bridge
Average Daily Traffic: 2008 = 35, 2008 = 55
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-3 Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: 30' Length: 30' Type: Precast Conc. Slab
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace steel bridge with 30' X 30' precast concrete slab bridge.
Bridge built in 1968.
C004002703
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
85 85
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Project No.: C40(379)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 63 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
13th street between Schauppsville Road and 110th Road
0.1 mile west of NE corner, Section 15, T-11-N, R-11-W.
County Mile: 33Q1
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel and a 15" I Beam Bridge
Average Daily Traffic: 2012 = 60, 2032 = 80
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-2 Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: 30' Length: 30' Type: Precast Conc. Slab
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace 15" I beam bridge with 30' X 30' precast concrete slab bridge. C004001815 Bridge built in 1931
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
85 85
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Project No.: C40(389)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 64 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
Old Potash Highway between Cameron Road and McGuire Road.
0.9 mile west of the NE corner. Section 22. T-11-N. R-12-W.
County Mile: 31W09
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel, concrete box I and beam bridge combination.
Average Daily Traffic: 2008 = 100, 2008 = 125
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL2 Surfacing Thickness: 2" Width: 24'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: 30' Length: 42' Type: concrete steel
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace 41' concrete box and steel I beam combination bridge C004002005 Bridge built in 1928 and 1942
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
200 200
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 mile Project No.: C40(391)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 65 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
Schimmer Drive between Bluff Center Road and 190th Road.
0.7 mile west of NE corner section 5. T-10-N. R-12-W
County Mile: 25Y07
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel, I Beam and timber combination bridge.
Average Daily Traffic: 2008 = 35, 2008 = 55
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-3 Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: 30' Length: 64' Type: concrete steel
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace 64' steel I beam and timber combination bridge. C004002605 Bridge built in 1941
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
300 300
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 mile Project No.: C40(392)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 66 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
On an east and west road between Sections 14 and 23, T-12-N, R-9-W of the 6th P.M., Hall County, Nebraska on One-R Road between Quandt Road and Sky Park Road.
County Road 43B3
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Existing 12' span by 6' rise concrete box culvert built in 1930 on a gravel road.
Average Daily Traffic: 2013 = 45, 2033 = 55
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-3 Surfacing Thickness: Gravel Width: 22'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Triple 8' Rise: 5'
Length: 36' Type: CBC
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace existing narrow concrete box culvert with Triple 8' X 5' X 36' precast concrete box sections
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
50 50
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Project No.: C40(422)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 67 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
South Locust Street, between Cedarview Road and Giltner Road, between Sections 3 and 4, T-9-N, R-9-W, Hall County, Nebraska
County Mile: 8F 09
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Asphalt Road Surface
Existing structure is 12' X 4' Concrete Box in good condition
Average Daily Traffic: 2013 = 1000, 2033 = 1500
Classification Type: (As shown on Functional Classification Map)
Other Arterial
PROPOSED IMPROVEMENT
Design Standard Number: ROA-1 Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Twin 6' Rise: 4'
Length: 48' Type: Twin Conc. Box
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Addition of twin 6' X 4' X 48' precast concrete box culvert sections along side existing 12' X 4' Concrete Box Structure to increase drainage capacity.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
30 30
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Project No.: C40(424)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 68 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
Cedarview Road, between South Locust Street and Stuhr Road, on the north side of Section 3, T-9-N, R-9-W, Hall County, Nebraska
County Mile 13C9
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel Road Surface
Existing structure is Twin 8' X 4' Concrete Box in good condition
Average Daily Traffic: 2013 = 100, 2033 = 150
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-2 Surfacing Thickness: Width:
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Twin 6' Rise: 4'
Length: 40' Type: Twin Conc. Box
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Addition of twin 6' X 4' X 48' precast concrete box culvert sections along side existing Twin 8' X 4' Concrete Box Structure to increase drainage capacity.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
30 30
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Project No.: C40(425)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 69 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
60th Road between Wildwood Drive and U.S. Hwy. No. 30. Section 4, T 10 N, R 10 W.
County Mile 22M
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel and culverts
Average Daily Traffic: 2013 = 387, 2033 = 550
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-1 Surfacing Thickness: 6" Width: 24'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: 5" x 24' Asphalt or 6" X 24' Concrete.
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
225 225
Project Length: (Nearest Tenth, State Unit of Measure) 1.25 Miles Project No.: C40(426)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 70 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C40 - Hall County
City:
Village:
Location Description:
On Stolley Park Road between Shady Bend Road and Gunbarrel Road and along the north line of Section 25, T11-N-, R-9-W of the 6th P.M., Hall County, NE
County Mile 29A
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel, culverts and bridge
Average Daily Traffic: 2013 = 146, 2033 = 175
Classification Type: (As shown on Functional Classification Map)
Other Arterial
PROPOSED IMPROVEMENT
Design Standard Number: ROA-3 Surfacing Thickness: 6" Width: 24.0
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: 5" x 24' Asphalt or 6" X 24' Concrete
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
225 225
Project Length: (Nearest Tenth, State Unit of Measure) 1.0 Miles Project No.: C40(427)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 71 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
Rehabilitate timber bridge on Nine Bridge Road just north of Elm Island Road. In the northeast 1/4 of Secton 29, T-10-N, R-9-W in Hall County, Nebraska.
County Bridge Number 10.5H9
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Timber bridge on gravel county road.
Average Daily Traffic: 2017 = 15, 2037 = 20
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: RL-1 Surfacing Thickness: 2" Width: 20'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: 22.1 Length: 32 Type: Rehab Timber Bridge
New Bridge Roadway Width: ' Length: ' Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Rehabilitate exisitng 32' long by 22.1' clear roadway width timber bridge with new backwall for abutment number 2. Replace stringers as needed and re-deck as needed.
Bridge built in 1940.
NDOR Structure Number C004023710P
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
20 20
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Project No.: C40(461)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 72 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C040 - HALL
City:
Village:
Location Description:
On Locust Street from Lepin Road south to Barrows Road (Adams County Line). Between Sections 21 & 22, 27 & 28, and 33 & 34 of T-9-N, R-9-W of the 6th P.M. in Hall County, Nebraska.
County Miles 8C, 8B & 8A.
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Existing Gravel roadway.
Average Daily Traffic: 2019 = 155, 2019 = 210
Classification Type: (As shown on Functional Classification Map)
RURAL MAJOR COLLECTOR (COUNTY)
PROPOSED IMPROVEMENT
Design Standard Number: Table 2-001.03G Surfacing Thickness: 6" asphaltic concrete Width: 24' wide
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features:
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
900 900
Project Length: (Nearest Tenth, State Unit of Measure) 3.0 miles Project No.: C40(478) Changed from (476) for FY 21-22
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 73 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
North of Chapman Road on Quandt Road, between Section 11 and Section 12, Township 12 North, Range 9 West.
Bridge 4 Y 7
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
3 Span 30' x 70' Precast Concrete Deck Bridge
Average Daily Traffic: 2018 = 85, 2038 = 105
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2-001.03J Surfacing Thickness: NA Width: NA
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: 30 Length: 70 Type: Replace Panels
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace existing concrete precast panels on bridge.
Built 1983
Structure No. C004024520
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
85 85
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(466)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 74 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
Burwick Road between Cedarview Road and Holling Road between Sections 32 & 33, T-10-N, R-11-W
County Bridge No. 34-G-3
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel, steel beam, concrete deck bridge Built 1932
Existing bridge is a steel beam 40' x 15'
Average Daily Traffic: 2018 = 85, 2038 = 105
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2-001.03J Surfacing Thickness: 2" Width: 20'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: ' Type:
Box Culvert Span: TBD Rise: TBD
Length: TBD Type: CONCRETE
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Replace Fracture Critical steel girder bridge that is posted 9 ton with a cast in place CBC
Built 1932
NDOR STRUCTURE NO. C004011710
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
115 115
Project Length: (Nearest Tenth, State Unit of Measure) 0.2 Mile Project No.: C40(434)
Signature: Title: Hall County Engineer Date: July 1, 2021 NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 75 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
Cedarview Road between NE Hwy 11 and Burwick Road between Section 32, T-10-N, R-11-W and Section 5. T-9-N, R-11-W
County Bridge No. 13-S-3
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel and transverse joist girder bridge
Average Daily Traffic: 2014 = 35, 2034 = 50
Classification Type: (As shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
Design Standard Number: Table 2-001.03J Surfacing Thickness: 2" Width: 20'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: ' Type:
Box Culvert Span: TBD Rise: TBD
Length: TBD Type: CONCRETE
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: Remove 18' x 45' steel girder bridge built in 1971 and replace with a cast in place CBC
Posted 16 Ton
NDOR STRUCTURE NO. C004003805
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
105 105
Project Length: (Nearest Tenth, State Unit of Measure) 0.1 Mile Project No.: C40(435)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 76 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
18 U ENGLEMAN ROAD, BETWEEN SECTIONS 34 & 35, T-12-N, R-10-W
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ASPHALTICE CONCRETE CONVERTED FROM GRAVEL WITH 5-1/2" OF TYPE "B" IN 2002
Average Daily Traffic: 2019 = 287, 2039 = 386
Classification Type: (As shown on Functional Classification Map)
LOCAL
PROPOSED IMPROVEMENT
Design Standard Number: TABLE 2-001.03J Surfacing Thickness: 2-1/2"-3" Width: 24'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: RESURFACE EXISTING 24'WIDE ROADWAYS WITH 2-1/2" -3" OF ASPHALTIC CONCRETE
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
150 150
Project Length: (Nearest Tenth, State Unit of Measure) 1.0 MILE Project No.: C40(474)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 77 / 88
Board of Public Roads Classifications and Standards Form 7 One- and Six-Year Plan
Highway or Street Improvement Project
County:
C-40 Hall County
City:
Village:
Location Description:
14 U WEBB ROAD, BETWEEN SECTION 36, T-12-N, R-10-W AND SECTION 32, T-9-N, R-9-W
Existing Surface Type and Structures: (Such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ASPHALTICE CONCRETE CONVERTED FROM GRAVEL WITH 5-1/2" OF TYPE "B" IN 2002
Average Daily Traffic: 2019 = 456, 2039 = 615
Classification Type: (As shown on Functional Classification Map)
LOCAL
PROPOSED IMPROVEMENT
Design Standard Number: TABLE 2-001.03J Surfacing Thickness: 2-1/2"-3" Width: 24'
Grading Concrete Right of Way Lighting
Aggregate Curb & Gutter Utility Adjustments ..............................................................
Armor Coat Drainage Structures Fencing ..............................................................
Asphalt Erosion Control Sidewalks ..............................................................
Bridge to Remain in Place Roadway Width: Length: Type:
New Bridge Roadway Width: Length: Type:
Box Culvert Span: Rise:
Length: Type:
Culvert Diameter: Length: Type:
Bridges and Culverts Sized Yes N/A Hydraulic Analysis Pending
Other Construction Features: RESURFACE EXISTING 24'WIDE ROADWAYS WITH 2-1/2" -3" OF ASPHALTIC CONCRETE
ESTIMATED COST (in Thousands)
OPTIONAL
COUNTY CITY STATE FEDERAL OTHER TOTAL
150 150
Project Length: (Nearest Tenth, State Unit of Measure) 1.0 MILE Project No.: C40(475)
Signature: Title: Hall County Engineer Date: July 1, 2021
NBCS Form 7, Jul 96
Grand Island Regular Meeting - 7/7/2021 Page 78 / 88
Hall County Regional Planning
Commission
Wednesday, July 7, 2021
Regular Meeting
Item J1
Final Plat - B & D 2nd Subdivision - Hall County - Located east of
Locust and north of Cedarview Road Hall County, Nebraska
Staff Contact:
Grand Island Regular Meeting - 7/7/2021 Page 79 / 88
Grand Island Regular Meeting - 7/7/2021 Page 80 / 88
Grand Island Regular Meeting - 7/7/2021 Page 81 / 88
CEDARVIEW RD W CEDARVIEW RD EL
OCUST ST SD & B 2ndSubdivision
®
Scale: NONEFor Illustration Purposes
PROPOSED SUBDIVISIONLOCATION MAP
Grand Island Regular Meeting - 7/7/2021 Page 82 / 88
Grand IslandRegular Meeting - 7/7/2021Page 83 / 88
Grand Island Regular Meeting - 7/7/2021 Page 84 / 88
Hall County Regional Planning
Commission
Wednesday, July 7, 2021
Regular Meeting
Item J2
Final Plat - Kleier Subdivision - Doniphan - Located north of the
intersection of Cedar and York Streets in Doniphan, Nebraska
Staff Contact:
Grand Island Regular Meeting - 7/7/2021 Page 85 / 88
YORK ST SFIRST ST SWALNUT ST W
CEDAR ST W
PLUM ST W
CEDAR ST E
YORK ST NPLUM ST EFIRSTSTNKleierSubdivision
®
Scale: NONEFor Illustration Purposes
PROPOSED SUBDIVISIONLOCATION MAP
Grand Island Regular Meeting - 7/7/2021 Page 86 / 88
Grand IslandRegular Meeting - 7/7/2021Page 87 / 88
Grand Island Regular Meeting - 7/7/2021 Page 88 / 88