2012-03RESOLUTION NO. 2012 - 3
COUNCILMEMBER STEWART INTRODUCED THE FOLLOWING RESOLUTION:
BE IT RESOLVED by the Mayor and City Council of the City of Blair, Nebraska, that the
2012 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.
COUNCILMEMBER WOLFF MOVED THAT THE RESOLUTION BE ADOPTED AS READ,
WHICH SAID MOTION WAS SECONDED BY COUNCIL MEMBER HALL. UPON ROLL
CALL, COUNCILMEMBERS SHEPARD, STEWART, KEPHART, RYAN, CHRISTIANSEN,
HALL, WOLFF AND JENSEN VOTING "AYE ", AND COUNCIL MEMBERS NONE
VOTING "NAY', THE MAYOR DECLARED THE FOREGOING RESOLUTION WAS
PASSED AND ADOPTED THIS 14 DAY OF FEBRUARY, 2012.
CITY OF BLAIR, NEBRASKA
ATT T: - /ALSZ-�
BRENDA WHEELER, CITY CLERK
(SEAL)
STATE OF NEBRASKA )
) :ss:
WASHINGTON COUNTY )
BY Tv1ES REALPH MA R
BRENDA R. WHEELER, 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 City Council of said city held on the 14 day of
February, 2012. Z�
BRE!4bAWHEELER, CITY CLERK`
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
HIGHWAY FORM 11 REPORT OF PREVIOUS YEAR
IMPROVEMENT
YEAR ENDING: 2011 SHEET 1 OF 1
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 8 SUMMARY OF ONE-YEAR PLAN
YEAR D OF
1
Blair
PRIORITY PROJECT NUMBER LENGTH UNIT OF ESTIMATED COST REMARKS
NUMBER (NEAREST- TENTH) MEASURE (Thousands) Funding Source(s)
1 B -123 (Y -11) NA MI 600 TE Fundinq
SIGNATURE: TITLE: DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 9 SUMMARY OF SIX-YEAR PLAN
RZIX-YEAR PERIOD ENDING: 2017 SHEET 1 OF 1
COUNTY:
CITY:
VILLAGE:
Blair
I
PRIORITY
PROJECT NUMBER
LENGTH
UNIT OF
ESTIMATED COST
REMARKS
NUMBER
(NEAREST•TENTH)
MEASURE
(Thousands)
1
B -123 (Y -11)
NA
M1
600
TE Funding
2
B-1 27(Y-1 2)
0.5
M 1
500
FEMA Funding
3
B-126 (Y-12)
0.1
mi
500
ER Funding
4
B-121 (Y -1
0.75
MI
600
STP Funding
5
M -157 (Y -157)
7.75
M1
20,000
STP, FHW Fundinc
6
B-127 (Y-12)
0.15
M1
350
TE Funding
7
B -124 (Y -11)
0.55
M1
300
TE Funding
8
B-79 (Y-02)
0.2
M1
150
Local
9
B -125 (Y -1
0.63
M1
15,000
Local
10
B-94 (Y-05)
0.4
M1
100
Local
11
B-04 (Y-01)
0.32
M1
100
Local
12
B-65 (Y-03)
0.75
MI
250
Local
13
B-77 (Y-02)
0.35
M1
150
Local
14
B-96 (Y-05)
1.0
ml
800
Local
15
B-83 (Y-03)
0.2
M1
150
Local
16
B-03 (Y-01)
0.13
M1
100
Local
17
M -157 (Y-213)
4.0
MI
1000
Local
18
B-07 (Y-01)
0.5
M1
5000
Local
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND S PLAN
H I MPROVEMENT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Restore old train depot into transportation inter;pitive_center
------ -------- ------- - - - - - - - -- -----------------------------------------------------
- -
----------------------------------------------------------------------------------------------------------------------------------------
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EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
NA
----------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 NA = NA
20 NA = NA
NA
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
NA SURFACING: NA THICKNESS NA WIDTH
----------------------- - - - - -- --------- - - - - -- ------- - - - - --
X GRADING
CONCRETE RIGHT OF WAY 7 x LIGHTING
AGGREGATE
CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT
DRAINAGE STRUCTURES FENCING
ASPHALT
L XJ EROSION CONTROL I X ISIDEWALKS
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 �N /A
___
Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Resoration of an existing train depot into a transportation interpitive_ center
----------------------- - - - - -- ---- - - - - --
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________________________________________________________________________________________________________________________________________
----------------------------------------------------------------------------------------------------------------------------------------
ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
*OPTIONAL
120
480
600
(Nearest Tenth)
PROJECT NUMBER:
Project Length
NA State Unit of Measure
___________ B - _ 123 Ix_11)
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
--------------------------------------------------------------------- - - - - -- -------------------------------------------
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----------------------------------------------------------------------------------------------------------------------------------------
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)
20.1-0---- = .-500-. 20.30---. = 1500
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: ----- __ - - - - NA _ ----- - - - - -- SURFACING: 9 THICKNESS 26' WIDTH
X GRADING X CONCRETE RIGHT OF WAY ALIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
ASPHALT X EROSION CONTROL I 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 X N/A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Reconstruction of Fairview Drive from damage during 2011 flooding_ ___ ___ __ _________
----------------------------------------------------
Fundin9 will be from FEMA, NEMA and 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)
1 9 = ----------------------
______ -____ B - _ 127 ( ---- - - - - --
SIGNATURE:
TITLE
DATE
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
H IGHWAY FORM 7 ONE- AND SIX-YEAR PLAN
I MPROVEMENT
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)
Asp h a It------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 500 20 30 = 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 ASPHALT I 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
---------------------- - - - - - -- •-- - - - - -- -----------------------------------------
-------
CULVERT: DIAMETER LENGTH TYPE
EYES ------ N /A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Reconstruction of dama culvert and Marina Drive from 2011 f ____________
--------------- - - - - -- - - - -- - - -- --- - - - - --
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----------------------------------------------------------------------------------------------------------------------------------------
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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 (State Unit of Measure)
1 9 = - _____________________,
___________ B__ 126 I�Y�12) __________
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HI I MPROVEMENT
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
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 7 THICKNESS 26' WIDTH
----------------------- - - - - -- --------- - - - - -- ------- - - - - --
X GRADING CONCRETE RIGHT OF WAY ALIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
ASPHALT I X I EROSION CONTROL I 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 X Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of curb and qutter 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 ) __________
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY I MPROVEMENT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Highway bypass corridors -Highwa�_30 &_133 area to Highway 30 east and_ Highway 30 - east to _
Higq 75 _ north ------------------------------------------------------------------------------------------------------- - - - - --
--------------------------------------------------------------------------------------------------------------------------------------
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 = .-- 2026 = 5000
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal ____ -___ SURFACING: 1111 THICKNESS 24' WIDTH
X GRADING X CONCRETE X RIGHT OF WAY ALIGHTING
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
CULVERT: DIAMETER LENGTH TYPE
7 YES T N /A Bridges and Culverts Sized X Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of a new bypass from Highway 30 to Highway 75 around the eastside
------------------- - - - - -- ----------------
of the city to Highway 75 on the rl rthW ide of the city. -- to be completed in 2007)
---- - - - - -- -- - - - - -- - - -- ------- - - - - -- -------------------------------------------
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______________________________________________________________________________________________________________________________________
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--------------------------------------------------------------------------------------------------------------------------------------
ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(I N THOUSANDS)
*OPTIONAL,
4,000
16,000
20,000
(Nearest Tenth)
PROJECT NUMBER:
Project Length = _______ 7 75 ________ (State unit of Measure)
___________ M-1 57(Y- 157___________
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ® AND SIX-YEAR
H IGHWAY IMPROVEMENT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Construction of Dana Bike Trail Connector
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----------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
NA
----------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 NA = NA 20 NA = NA
Bike Trail
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: NA SURFACING: 10 THICKNESS 6° WIDTH
----------------------- - - - - -- --------- - - - - -- ------- - - - - --
X GRADING X CONCRETE RIGHT OF WAY ®LIGHTING
AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS
ARMOR COAT DRAINAGE STRUCTURES 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
- - - - -- - - - - - -- •-- - - - - -- -----------------------------------------
-----------------------
CULVERT: DIAMETER LENGTH TYPE
DYES I X N/A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of bike trail extension from lust west of 22nd Street and Highway
------------------------------------------ - - - - -- --- - - - - --
West to the intersection of 23rd Avenue and Highwy and a --------------------------
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________________________________________________________________________________________________________________________________________
----------------------------------------------------------------------------------------------------------------------------------------
ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
*OPTIONAL
70
280
350
(Nearest Tenth)
PROJECT NUMBER:
Project Length 0.15 (State Unit of Measure)
1 9 = •--------------- - - - - --
- - - - - -- _____ B_ : 127 (Y_12) __________
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ® AND SI X - YEAR
I I MPROVEMENT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Construction of Lincoln Bike Trail Connector
----------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
N A -----------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 NA = NA 20 NA = NA
Bike Trail
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: NA SURFACING: 10 THICKNESS 6" WIDTH
X GRADING X CONCRETE RIGHT OF WAY ®LIGHTING
AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS
ARMOR COAT DRAINAGE STRUCTURES FENCING
ASPHALT X EROSION CONTROL X 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 L X �N /A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of bike trail extension from Blaine Street and Marina Drive
------------------------------------------------------------------------------------------------
intersection east alon.q the north side of Fairview -- Drive to Optimist Park. Then north and east to the future
entrance to the California Bend Trail.
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ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
*OPTIONAL
60
240
300
(Nearest Tenth)
PROJECT NUMBER:
Project Length 0.55 (State Unit of Measure)
._ --------- B - 124 (Y-1
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND S PLAN
H I MPROVEMENT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
High y 91_at 23rd Street
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--------------------------------------------------------------------------------------------------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPES (as shown on Functional Classification Map)
2006 = 0
2026 = 200
Major Collector
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
Municipal ________ SURFACING: 10" THICKNESS 38' WIDTH
----- - - - - -- -------- - - - - -- ------- - - - - --
X GRADING
X CONCRETE X RIGHT OF WAY QX LIGHTING
AGGREGATE
X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT
DRAINAGE STRUCTURES FENCING
X ASPHALT
EROSION CONTROL I X ISIDEWALKS
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�N /A
Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Reconstruction of the intersection to allow for left turn lane and better si distance
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------- ----------------------------------------------------
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ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
*OPTIONAL
150
150
(Nearest Tenth)
PROJECT NUMBER:
Project Length
9 = ---- - - -
0.2 (State Unit of Measure)
- -- ---- - - - - --
- - - - -- _______B _79(-Y_��)_............
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
H IGHWAY IMPROVEMENT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Highway 91 at Union Pacific Railroad Crossing ________________________
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----------------------------------------------------------------------------------------------------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ACC over PCC
----------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
'20 9 = 2565 , 20 29 = 5000
Arterial
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: ------ State Highway______ SURFACING: 26' THICKNESS 11" WIDTH
JUGHTING
X GRADING X CONCRETE X RIGHT OF WAY LA
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
ASPHALT X EROSION CONTROL SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH -----------------------------------------
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
BOX CULVERT: SPAN RISE LENGTH _ - TYPE
CULVERT: DIAMETER LENGTH TYPE
- - - - -- ------------------ - - - - -- - -- -----------------------------------------
DYES N /A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of new Overpass Over Union Pacific Railroad tracks on a relocated
------------------------------ ------------------------------------------------------
Hi9hway 91- -------------------- ------------------------------------------------------------------------------------------------------
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---------------------------------------------------------------------------------------------- - - - - -- ----------------------------
-------------------------------------------------------------------------------------------------------------------------
ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
*OPTIONAL
750
13,500
750
15,000
(Nearest Tenth)
PROJECT NUMBER:
Project Length = 0.63________ (State Unit of Measure)
___________ B__ 125 (Y_11) -----------
SIGNATURE:
TITLE:
DATE
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND S
H IGHWAY I MPROVEMENT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
25th Street from Hollow Road to_County Road 31_____________________________ _______________________________
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--------------------------------------------------------------------------------------------------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Dirt
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 = 50
2026 = 200
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
Rural SURFACING: 6 THICKNESS 22 WIDTH
X GRADING
CONCRETE X RIGHT OF WAY LIGHTING
X AGGREGATE
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
- - - - -- -- - - - - -I -- - - - - -- ----------------------------------------
CULVERT:
DIAMETER LENGTH TYPE
- - - - -- ------------------
oX YES N /A
- - - - -• - -- ------------ ---------------------------
Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of new drainage structures and grading of existing roadway with_____ - __
-------------------------------
a _qgreq a�te surfacin��_______________
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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) ____________
SIGNATURE:
TITLE.
DATE
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND S
HI H I MPROVEMENT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Hollow Road
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--------------------------------------------------------------------------------------------------------------------------------------
EXISTING SURFACE TYPE AND
STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 = 50
20 26 = 200
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
----------------------
Rural SURFACING: 6" THICKNESS
- - - - -- -------- - - - - -- -------
22' WIDTH
- - - - --
X GRADING
CONCRETE X RIGHT OF WAY ❑LIGHTING
X AGGREGATE
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
- - - - -- ------------------
❑X YES �N /A
- - - - -- - -- ----------------------------------------
Bridges and Culverts Sized I Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of new culverts and grading the road to establish drainage ways_ -
--------------------------------- --------- - - - - --
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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) ------ - - - - --
SIGNATURE:
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:
Nebraska Street from 10th Street to Highway 75________________________ _______________________________
----------------------------------------------- - - - - -- ------- - - - - --
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EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Asphaltover Brick------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2005 = . 1650 . , 2025 = 2500
Minor Arterial
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal________ SURFACING: ______7__ THICKNESS 37' WIDTH
X GRADING X CONCRETE RIGHT OF WAY QX LIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
X ASPHALT I X JEROSION CONTROL I ISIDEWALKS
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
EYES ------ IN /A Bridges and Culverts Sized EHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of PCC extensions 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:
Project Length = _______ 0.75 (state Unit of Measure)
------------- ____________
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND S PLAN
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
16th Street from Nebraska Street to Adams Street
-------------
-------------------------------------------------------------------------------------------------------------------------
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EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Asphalt Concrete ------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2005 = . 2755 . , 2026 = 3500
Minor Artierial
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal 7 THICKNESS 37' WIDTH
X GRADING X CONCRETE RIGHT OF WAY QX LIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
ASPHALT I X JEROSION CONTROL LXJSIDEWALKS
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
17 YES �N /A Bridges and Culverts Sized 1E Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of concrete extensions onto existing street to establish turn
------------------------------------------------- - - - - -- -----------------------------
lane.
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ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
*OPTIONAL
150
150
(Nearest Tenth)
PROJECT NUMBER:
Project Length = _______ 0.35 (State Unit of Measure)
_____________B= 77(Y -02)
SIGNATURE:
TITLE.
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
H IGHWAY FORM 7 ONE- AND SIX-YEAR PLAN
I MPROVEMENT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Nebraska Street from Hansen Drive to Highway_ 91____________________ _____________________________e_
----------------------------------------------- - - - - -- -------- - - - - --
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--------------------------------------------------------------------------------------------------------------------------------------
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
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
--- - - - - -- Municipal -- - - - - -- SURFACING: 7" THICKNESS 25' WIDTH
-------- - - - - -- ------- - - - - --
X GRADING
X CONCRETE RIGHT OF WAY ❑X LIGHTING
AGGREGATE
X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT
X DRAINAGE STRUCTURES FENCING
ASPHALT
IX JEROSION CONTROL I 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
N/
YES A
Bridges and Culverts Sized uHydraulic Analysis 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_g ______......
SIGNATURE:
TITLE
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR
I MPROVEMENT HIGHWAY OR STREET
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Arthur Street from 2nd Street to Blaine Road
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EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Rock
--------------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE (as shown on Functional Classification Map)
2006 = 20
20 26 = 50 _
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
----- - - - - Municipal - - - - -- SURFACING: 7" THICKNESS 25' WIDTH
-- -------- - - - - -- ------- - - - - --
X GRADING
X CONCRETE RIGHT OF WAY ❑X LIGHTING
AGGREGATE
X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT
X DRAINAGE STRUCTURES FENCING
OASPHALT
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
7 YES N /A
-
Bridges and CUlvertS Sized uHydraulic Anal sis Pendin
OTHER CONSTRUCTION FEATURES Construction of PCC pavement in existing right_of_way_____________________
------------------ -- - - - - -- ------- - - - - --
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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_g 3j ------ - - - - --
SIGNATURE:
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:
Garfield Road
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--------------------------------------------------------------------------------------------------------------------------------------
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)
206 = 20
206 = 50
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
_ Municipal - _ - _ - _ SURFACING: 7:: THICKNESS
25' WIDTH
X GRADING
X CONCRETE X RIGHT OF WAY ❑X LIGHTING
AGGREGATE
X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT
X DRAINAGE STRUCTURES FENCING
ASPHALT I
JEROSION CONTROL I SIDEWALKS
BRIDGE TO REMAIN IN PLACE
ROADWAY WIDTH LENGTH
TYPE
NEW BRIDGE:
ROADWAY WIDTH LENGTH
TYPE
BOX CULVERT:
----------------------
SPAN RISE LENGTH
- - - - -- - - - - - -- I I-- - - - - -- ----------------------------------------
TYPE
CULVERT:
YES L� - - - - -- ------------------
N /A
DIAMETER LENGTH
- - - - -- - -- ----------------------------------------
Bridges and Culverts Sized MHydraulic Analysis Pending
TYPE
OTHER CONSTRUCTION FEATURES Construction of PCC Pavement in existing right_of_way ____ ___________________
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--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(1N THOUSANDS)
*OPTIONAL
100
100
(Nearest Tenth)
PROJECT NUMBER:
Project Length = _______
0.13 ________ (State Unit of Measure)
_ -__
B _03(Y -01) ____________
SIGNATURE:
TITLE.
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ® AND SIX-Y
H IGHWAY IMPROVEMENT PRO
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Repair and_Replace Brick_ Streets
--------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Brick -------------------------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------------------------------------
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE. (as shown on Functional Classification Map)
20 = 20 =
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal ________ SURFACING: THICKNESS WIDTH
GRADING X CONCRETE RIGHT OF WAY LIGHTING
AGGREGATE X CURB & GUTTER UTILITY ADJUSTMENTS
ARMOR COAT DRAINAGE STRUCTURES FENCING
X 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
7 YES �N /A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Brick streets will be evaluated on a street by street basis to determine best course
------------------------------------------ - - - - --
-----------------------------------
of action in whether repair or replacement.
------------------ - - - - -- --------------------------------------------------------------------------------------------
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---------------------------------------------------------------•-----------------------------------------------------------------------
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--------------------------------------------------------------------------------------------------------------------------------------
ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
*OPTIONAL
1000
1000
(Nearest Tenth)
PROJECT NUMBER:
Project Length = 4.0 (State unit of Measure)
___- _______ M _157(Y_213�_ ®- ______ - _
SIGNATURE:
TITLE
DATE
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FOORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET _' _
COUNTY:
CITY:
VILLAGE:.
Blair
LOCATION DESCRIPTION:
1st Street from Highway_30 to Jackson 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 -- , 2026 = 1000
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Munici al SURFACING: 7 THICKNESS 35' WIDTH
--------- -- - - - - -p ---- - - - - -- -------- - - - - -- ----- -- - - -_ --
X GRADING X CONCRETE X RIGHT OF WAY 7X LIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
ASPHALT X EROSION CONTROL SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
BOX BOX CULVERT: SPAN _ RISE LENGTH TYPE
--
CULVERT: DIAMETER _ -- _ -_ Hyd - raulic Analysi LENGTH TYPE
- - - - -- --- Bridges -------- C----- - - - ulve- rts -- Sized u --- Pendi ------------------------
7 YES N/A ng
OTHER CONSTRUCTION FEATURES Construction of a new overpass over railroad tracks and creek.
---------------- - - - - -- ---------------------------------------- ------
-------------------------- ------------- -------------------- - --- - --- - -------- ----------------------------
---------------------------------------------------------------------------------------
--- - ------------- ------ ------ - -------- ------------------------------------------ ------
-----------------------------------------------------------------------------
------------------------ - -------- - --- - ---------- -- ------------ - ------ ----------------------- --------
------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------
ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(1N THOUSANDS)
*OPTIONAL
5000
5000
(Nearest Tenth)
PROJECT NUMBER:
Project Length = 0.5 (State Unit of Measure)
-------- - - - - - 8 _07( ------------
SIGNATURE:
TITLE
DATE
Director of Public Works