2014-01BE IT RESOLVED by the Mayor and City Council of the City of Blair, Nebraska, that the
2014 One and Six Year Plan for the construction, maintenance and repair of the streets of the City
of Blair, Nebraska, as prepared by the City Street Superintendent, be and is hereby adopted with
the projects listed on the "Form Ts" attached hereto and incorporated by this reference herein.
BE IT FURTHER RESOLVED that a copy of said plan be filed with the Department of
Roads, State of Nebraska.
ATTEST:
BRENDA WBEELER, CITY CLERK
(SEAL)
STATE OF NEBRASKA )
WASIHNGTON COUNTY )
B�
J S REALPH,\MAYOR
BRENDA R. WBEELER, hereby certifies that she is the duly appointed, qualified and acting City
Clerk of the City of Blair, Nebraska, and that the above and foregoing Resolution was passed and
adopted at a regular meeting of the Mayor and Cit Council of said city held on the I e day of
Januar 2014,
L , . g
C
. BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM I I REPORT OF PREVIOUS YEAR
HIGHWAY OR STREET IMPROVEMENT
yFa
•
1
COUNTY:
PROJECT NUMBER
B -123 (Y -13;
B -130 (Y -13'
B -1
B -132 (Y -13
B -133 (Y -13
B -134 (Y -13
B -135 (Y -13
B -136 (Y -13
B -137 (Y -13
B -138 (Y -13
B -139 (Y -13
ESL
CITY:
PROJECTED
COST
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CITY:
TITLE:
VI
OWN
FORCES
Director of Public Works
DATE COMPLETED
CTUAL OR EST/MAT
8/1/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
DATE:
PROJECTED
COST
CONTRACT
PROJECT
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00
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TITLE:
VI
OWN
FORCES
Director of Public Works
DATE COMPLETED
CTUAL OR EST/MAT
8/1/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
6/14/13
DATE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 8 SUMMARY OF ONE-YEAR PLAN
2nid SHEET 1 OF
'—''—'—'—
COUNTY:
—'
CITY:
Blair
PRIORITY
PROJECT NUMBER
LENGTH
UNIT OF
ESTIMATED COST
REMARKS
NUMBER
(NEAREST-TENTH)
MEASURE
(Thousands)
Funding Source(s)
1
B-127 (Y-12)
0.5
M1
500
FEMA/Local
2
B-126 (Y-12)
0.1
mi
500
FHWA/Local
3
B-129 (Y-12)
0.67
M1
700
FHWA/Local
4
B-121 (Y-11)
0.75
MI
600
FHWA/Local
5
M-157 (Y-157)
1.0
M1
7000
FHWA/Local
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Reconstruction of Fairview Drive from Marina Drive to Optimist Park
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Concrete
--------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2011-0---. = .- 500 -. , 20 30 = 1500 Local
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
-
- - - - - ------------------ - - - - -- - -- •----------------------------------------
YES Y. N/A Bridges and Culverts Sized '' 11 HydraulicAnalysis Pending
OTHER CONSTRUCTION FEATURES: Reconstruction of Fairview Drive from damage during 2011 flooding
Funding will be from FEMA, NE ------ and ------------------------------- ------------------------- -- -- --------------- - --
MA local funds
----------------------------------------------------------------------------------------------------------------------------------------
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ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 100 400 500
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.5 (State Unit of Measure) B - 127 (Y -12)
TORE: TITLE: I DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Reconstruction of Culvert and Repairs to Marina Drive from,2011 Flooding_ ______________________ _________
----------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Asphalt
----------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 500 2030 = 1500 Collector
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
NA SURFACING: 8" THICKNESS 26' WIDTH
----------------------- - - - - -- --------- - - - - -- ------- - - - - --
X GRADING
CONCRETE
RIGHT OF WAY ®LIGHTING
AGGREGATE
X
CURB & GUTTER
X
UTILITY ADJUSTMENTS
ARMOR COAT
X
DRAINAGE STRUCTURES
FENCING
X
JASPHALT
X
I 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
DYES N/A
Bridges and Culverts Sized EX Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: - Reconstruction - of damaged culvert and Marina Drive from 2011 flooding.
----------------------------------------------------------------------------------------------------------------------------------------
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________________________________________________________________________________________________________________________________________
ESTIMATED COST *COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
*OPTIONAL
100
400
500
(Nearest Tenth)
PROJECT NUMBER:
Project Length =
0.1 Unit of Measure)
B_ ®126 (Y -12)
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Construction of Trail Connectors
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
NA
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
®YES [-- X /A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of bike trail extension from Blaine Street and Marina Drive
Jae east along the north side of Fairview Drive to Optimist Park. Then north and east to the future
-------------------------------------------------------------------------------------------------------------------------------------
entrance to the California Bend Trail. Alson construct a new trail from the existing Dana Trail located just south of
-------------------------------------------------------------------------------------------------------------------- - - - - -- -
Highway 75 going west in the Highway 75 right -of -way to the intersection of 23rd Avenue and Highway 75
-------------------------------------------------------------------------------------------------------------------------------------
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_____________________________________________________________________________________________________________________________________
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 140 560 700
(Nearest Tenth) PROJECT NUMBER:
Project Length = 0.67 (State Unit of Measure)
RE: (TITLE: (DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Jackson Street from 1000 feet west of 3rd Street intersection to River Road
--------------------------
Blaine Street from River Road to Marina Drive
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ACC
----------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 750 20 30 = 2000 Collector
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
❑YES I ------ JN /A Bridges and Culverts Sized [H]Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of curb and gutter on both sides of Jackson and Blairne Streets
------------------------------------------------------------------------------------------------
to include storm sewer with inlets.
--------------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------------
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ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 120 480 600
(Nearest Tenth) PROJECT NUMBER:
Project Length = 0.75 ( State Unit of Measure) .___________B__ 121 (Y -11)
NATURE: TITLE: DATE:
Director of Public Works
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: _________________________
Municipal ____
SURFACING:. 7" THICKNESS 26' WIDTH
------ ------- _____________
GRADING
CONCRETE
RIGHT OF WAY ®LIGHTING
X
AGGREGATE
X
CURB & GUTTER
X
UTILITY ADJUSTMENTS
ARMOR COAT
X
DRAINAGE STRUCTURES
FENCING
ASPHALT I
X
JEROSION 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
❑YES I ------ JN /A Bridges and Culverts Sized [H]Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of curb and gutter on both sides of Jackson and Blairne Streets
------------------------------------------------------------------------------------------------
to include storm sewer with inlets.
--------------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 120 480 600
(Nearest Tenth) PROJECT NUMBER:
Project Length = 0.75 ( State Unit of Measure) .___________B__ 121 (Y -11)
NATURE: TITLE: DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
COUNTY:
CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Hiqhway byp ass corridors- Hi�hwa�_30 at hollow Road Intersection to Highway_75__________
----------------------------
- - - - - -- -- - - - - -- - - - --- - - - - --
-------------------------------------------------------------=------------------------------------------------------------------------
________________________________________________________________________________________________________ ____ __________________________
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 0 0 20 26 = 5000 Principal Arterial Other Connecting Link
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 11" THICKNESS 26' WIDTH
X GRADING
X CONCRETE
X RIGHT OF WAY ®LIGHTING
AGGREGATE
X
CURB & GUTTER
X
UTILITY ADJUSTMENTS
ARMOR COAT
X
DRAINAGE STRUCTURES
X
FENCING
ASPHALT
X
EROSION CONTROL
SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
BOX CULVERT: SPAN RISE LENGTH TYPE
----------------------- - - - - -- -- - - - - -I --- - - - - -- ----------------------------------------
CULVERT: _ DIAMETER LENGTH TYPE
EI YES N/A Bridges and Culverts Sized UX Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of a new bypass from Highway 30 at the Hollow Road Intersection
------------------------------------------------------------------------------ ------ - - ----
then east to Highway 75 at the County Road P35 Intersection.
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---------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------- - - - - --
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 9 SUMMARY OF SIX_iYEAR PLAN
1
COUNTY:
CITY:
VILLAG
Blair
PRIORITY
PROJECT NUMBER
LENGTH
UNIT OF
ESTIMATED COST
REMARKS
NUMBER
(NEAREST-TENM
MEASURE
(Thousands)
1
B-127 (Y-12)
0.5
MI
.500
FEMA Funding
2
B-126 (Y-12)
0.1
MI
500
ER Funding
3
B-129 (Y-12)
0.67
MI
700
TE Funding
4
B-121 (Y-11)
0.75
MI
600
STP Funding
6
B-83 (Y-03)
0.2
M1
150
LocalFunds
7
M-79 (Y-02)
0.2
MI
640
Federal Safety Funds
8
B-96 (Y-05)
1.0
ml
800
LocalFunds
9
B-77 (Y-02)
0.35
M1
150
LocalFunds
10
B-65(Y-03)
0.75
MI
250
LocalFunds
11
B-07 (Y01)
0.5
M1
5000
Railroad Safety Funds
12
B-03 (Y-01)
0.13
MI
100
LocalFunds
13
B-94 (Y-05)
0.4
MI
100
LocalFunds
14
B-04(Y-01)
0.32
M1
100
LocalFunds
15
M-1 57(Y-1 57)
3.0
M1
20000
Federal/Local Fu*nds
SIGNATURE: TITLE: DATE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Arthur Street from 2nd Street to Blaine Road
___________________________________________________ _________- ________________ - -__
-----------------------------------------------------------------------------------------------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Ro ck ------------------------------------------------------------------------------------------------------------------------- - - - - --
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 20 = 20 26 = 50 Local
_______ .______1 _____ -------
BRIDGE TO REMAIN IN PLACE
ROADWAY WIDTH
LENGTH
TYPE
NEW BRIDGE:
ROADWAY WIDTH
LENGTH
TYPE
BOX CULVERT:
SPAN RISE
-- - - - - -
LENGTH
I-- - - - - -- ----------------------------------
TYPE
- - - - --
---------------------- - - -
CULVERT:
- --
DIAMETER LENGTH
TYPE
FI YES N/A Bridges and
Culverts Sized
X Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction
------------------------------------------------------------
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--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
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of PCC pavement
in existing right -of -way .................................
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 150 150
(Nearest Tenth) PROJECT NUMBER:
Project Length = 0.2 State Unit of Measure B- 83(Y -03)
TORE:
Director of Public Works
•----------------------------------- - - - - --
DATE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS.
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
High y 91_at 23rd Street
_______________________________________________________________________________________________________ _______________________________
_______________________________________________________________________________________________________ _______________________________
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
------------------------------------------------------------------------------------------.--.------------------------------------------
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 = 0 20 26 = 200 Major Collector
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
X N/A Bridges and Culverts Sized E J Hydraulic Analysis Pending
DYES N FEATURES Reconstruction of the intersection l to allow for left turn lane and better si ht distance.
OTHER CONSTRUCTION ____ 9
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ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 160 640 800
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.2 (State Unit of Measure) B- 79(Y -02)
SIGNATURE: TITLE: DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Nebraska Street from Hansen Drive to Highway _ 91 _______________________________
__________________________ _______________________________ ___ _______________________________
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 = .--0--., 2026 = 200_ Local
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
DYES I ------ IN /A Bridges and Culverts Sized OHydraulicAnalysis Pending
OTHER CONSTRUCTION FEATURES Construct the extension of Nebraska Street from Hansen Drive to Highway 91 _______
----------------------------------------------------------------------------------------
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---------------------------------®----------------------------------------------------------------------------------------------------
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 800 800
(Nearest Tenth) PROJECT NUMBER:
Project Length 1.0 (State Unit of Measure) B- 96(Y -05)
TURE: TITLE: J DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJE.CT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
16th Street from Nebraska Street to Adams Street
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Asphalt over Concrete
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2005 = . 2755 . , - 20 26 = 3500 Minor Artierial
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
FIYES N /A Bridges and Culverts Sized EX Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of concrete extensions onto existing street to establish
lane.
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---------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------- - - - - -I
--------------------------------------------------------------------------------------------------------------------------- - - - - --
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Nebraska Street from 10th Street to Hicghwav 75__________________ ® __
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Asphalt over Brick
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2005 = 1650 20 25 = 2500 Minor Arterial
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
BOX CULVERT: SPAN RISE LENGTH TYPE
---------------------- - - - - -- -- - - - - - I --- - - - - -- ----------------------------------------
CULVERT: DIAMETER LENGTH TYPE
YES T N /A Bridges and Culverts Sized X Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of PCC extensions on existing road to widen for center turn lane.
------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
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_______________________________________________________________________________________________________ _______________________________
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 250 250
(Nearest Tenth) PROJECT NUMBER:
Pro ect Len th 0.75 State Unit of Measure : B- 65(Y -03)
1 9 = ---------------- - - - - -- ( ) I--------------------------------------
TURE: (TITLE: l DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT -PROJECT
NTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
1 st Street from Hi hway_3 to Jackson Street
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
AVERAGE DAILY TRAFFIC: 1CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 = 0 20 26 - --- - = 1000 Local
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
I
❑ T---- - -
YES j N /A
- - j- ❑
Badges and Culverts Sized X
-__
Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of a new overpass over railroad tracks and creek.
---------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------
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ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 5000 5000
(Nearest Tenth) PROJECT NUMBER:
Pro Length 0.5 State Unit of Measure ------ ------- B:
TORE: TITLE: DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Garfield Road
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
NnnP
AVERAGE DAILY TRAFFIC: 1CLASSIFICATION TYPE: (as shown on Functional Classification Map)
206 = .- 20 -. , 206 = 50 Local
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
BOX CULVERT: SPAN RISE LENGTH TYPE
- __
----------------------- - - - - -- - - -I I-- - - - - -- ---------------------------------- - - - --•
CULVERT: _ DIAMETER LENGTH TYPE
YES N/A Bridges and Culverts Sized X Hydraulic Analysis Pending
❑ L�
OTHER CONSTRUCTION FEATURES Construction of PCC - Pavement - in existing - right-of-way
-------------------------------------------- - - - -- ---------------------------------
------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 100 100
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.13 (State Unit of Measure) B- 03(Y -
DATE:
Director of Public Works
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER
Municipal -®
----- - - - - -- - - - - --
SURFACING: -- - - - --- THICKNESS 25' WIDTH
- - - -- ------- - - - - --
X GRADING
X CONCRETE
RIGHT OF WAY [ LIGHTING
X
AGGREGATE
X
CURB & GUTTER
X
UTILITY ADJUSTMENTS
ARMOR COAT
X
DRAINAGE STRUCTURES
FENCING
ASPHALT I
JEROSION CONTROL
SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
BOX CULVERT: SPAN RISE LENGTH TYPE
- __
----------------------- - - - - -- - - -I I-- - - - - -- ---------------------------------- - - - --•
CULVERT: _ DIAMETER LENGTH TYPE
YES N/A Bridges and Culverts Sized X Hydraulic Analysis Pending
❑ L�
OTHER CONSTRUCTION FEATURES Construction of PCC - Pavement - in existing - right-of-way
-------------------------------------------- - - - -- ---------------------------------
------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 100 100
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.13 (State Unit of Measure) B- 03(Y -
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
25th Street from Hollow Road to County Road 31__________
------------------------------------- ---------- - - - - -- - ----------------------------_------------------------
__________________________________________________________________ ______________________________; ___ _- ____.- _______________________
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Dirt
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
❑X YES �N/A ---
Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of new drainage
structures and grading
Of existing roadway With
aggregagte surfacing.
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------------------------------------------------------------------------------------------------
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 100 100
(Nearest Tenth) PROJECT NUMBER:
Project Length = 0.4 ( state Unit of Measure ) B- 94(Y -05)
---------------- - - - - -- ------------------------- ------- - - - - --
TORE: (TITLE: I DATE:
Director of Public Works
----------------------- - - - - --
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY:
CITY:
LLAG E:
Blair
LOCATION DESCRIPTION:
Hollow Road
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Grave
------------------------------------------------ ----------------- ------ ----------- --- ----- - - - - -
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 = 50 20 26 = 200 Local
BRIDGE TO REMAIN IN PLACE
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
Rural
SURFACING: 6 THICKNESS ------ -- __ - WIDTH
X GRADING
CONCRETE
X
RIGHT OF WAY ❑LIGHTING
SPAN RISE ,-- - - - -
X
AGGREGATE
-----------------------
CULVERT:
CURB & GUTTER
X
UTILITY ADJUSTMENTS
FX YES I ------ IN /A
Bridges and Culverts Sized 0 Hydraulic Analysis Pending
ARMOR COAT
X
DRAINAGE STRUCTURES
drainage ways. .......
FENCING
ASPHALT I
X
JEROSION CONTROL
SIDEWALKS
BRIDGE TO REMAIN IN PLACE
ROADWAY WIDTH
LENGTH
TYPE
NEW BRIDGE:
ROADWAY WIDTH
LENGTH
TYPE
BOX CULVERT:
SPAN RISE ,-- - - - -
LENGTH
-- ----------------------------------------
TYPE
-----------------------
CULVERT:
- - - - -- -- - - - - -I
DIAMETER
LENGTH
TYPE
FX YES I ------ IN /A
Bridges and Culverts Sized 0 Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of new culverts
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and grading the road to establish
drainage ways. .......
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 100 100
(Nearest Tenth) PROJECT NUMBER:
Project Length = 0.32 State Unit of Measure B- 04(Y -01)
TURE: TITLE: DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Highway bypass corridors- Highwa�_30 at hollow Road Intersection to Highway 75___________
--- - - - - -- -- - - - - --
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, orbridge)
None
------------------------------------------------------------------------------------------••---- --------------------- - - - - --
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 = .-- 2026 = 5000 Principal Arterial Other Connecting Link
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 11" THICKNESS 26' WIDTH
X
GRADING
X
CONCRETE
NEW BRIDGE:
AGGREGATE
X
CURB & GUTTER
BOX CULVERT:
ARMOR COAT
X
DRAINAGE STRUCTURES
CULVERT:
ASPHALT
I X
JEROSION CONTROL
X RIGHT OF WAY ❑X LIGHTING
X UTILITY ADJUSTMENTS
X FENCING
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
- - - - -- ----------------- - - - - -• - -- ------ - - - - --
FIYES �N/A Bridges and Culverts Sized X Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of a new bypass from Highway 30 at the Hollow Road Intersection
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then east to Highway 75 at the County Road P35 Intersection.
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-=--------------------------------------------------------------------------------------------------- --------------------- - - - - --
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 4,000 16,000 20,000
(Nearest Tenth) PROJECT NUMBER:
Project Length = 3.0 (State Unit of Measure) ___________ M-1 57(Y-1 57)
DATE:
Director of Public Works
" promise
lip
Brenda Wheeler
City Clerk
STATE OF NEBRASKA
) :ss:
WASHINGTON COUNTY
Brenda Wheeler
City Clerk