2013-04RESOLUTION NO. 2013 - 4
COUNCILMEMBER KEPHART INTRODUCED THE FOLLOWING RESOLUTION:
BE IT RESOLVED by the Mayor and City Council of the City of Blair, Nebraska, that the
2013 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 KEPHART 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, ANDERSEN, HALL AND JENSEN VOTING "AYE ", AND COUNCIL
MEMBERS NONE VOTING "NAY ", THE MAYOR DECLARED THE FOREGOING
RESOLUTION WAS PASSED AND ADOPTED THIS 12 DAY OF FEBRUARY, 2013.
CITY OF BLAIR, NEBRASKA
ATTEST:
BRENDA WHEELER, CITY CLERK
(SEAL)
STATE OF NEBRASKA )
) :ss:
WASHINGTON COUNTY )
AZ ES REALPH, MAYOR
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 12 day of
February, 2013.
a
BRENDA WHEELER, CITY CLERK
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 11 REPORT OF PREVIOUS YEAR
HIGHWAY OR STREET IMPROVEMENT
vc AM MKIMIK11±. 7n17 SHFFT 1 OF
1
COUNTY: CITY: VILLAGE:
Blair
PROJECTED CONTRACT OWN
PROJECT NUMBER LENGTH UNIT OF COST PROJECT FORCES DATE COMPLETED
(NEARESTTEw MEASURE (IN THOUSAND I (ACTUAL OR ESTIMATED)
(SIGNATURE:
Director of Public Works
DATE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 8 SUMMARY OF ONE-YEAR PLAN
YFAR FNnING- 211113 SHEET 1 OF
E
ICOUNTY:
8
0
0
0
0
0
(SIGNATURE:
PROJECT NUMBER
B -1 (Y -1
B-1 21 (Y-1 1)
- B-126(Y-12)
B-129(Y-12)
B-127(Y-12)
M-1 57(Y-1 57
B-1 39(Y-1 3)
B-1 38(Y-1 3)
B-1 37(Y-1 3)
B-1 36(Y-1 3)
B-1 35(Y-1 3)
B-1 34(Y-1 3)
B-1 33(Y-1 3)
B-1 32(Y-1 3)
B-1 31 (Y-1 3)
B-1 30(Y-1 Tj
,ITY:
Blair
REMARKS
Funding Source(s)
UNIT OF
MEASURE
TE Funding (Construction)
600
STP Funding (Design)
500
ER Funding (Design)
700
TE Funding (Design)
500
FEMA Funding
16,000
Multiple Funding
(Design& NEPA)
10
Local Funds
20
Local Funds
15
Local Funds
30
Local Funds
10
m�
20
Local Funds
10
Local Funds
10
Local Funds
70
Local Funds
20
Local Funds
I I I LE:
Director of Public Works
VILLAGE:
DATE:
ESTIMATED COST
(Thousands)
REMARKS
Funding Source(s)
700
TE Funding (Construction)
600
STP Funding (Design)
500
ER Funding (Design)
700
TE Funding (Design)
500
FEMA Funding
16,000
Multiple Funding
(Design& NEPA)
10
Local Funds
20
Local Funds
15
Local Funds
30
Local Funds
10
Local Funds
20
Local Funds
10
Local Funds
10
Local Funds
70
Local Funds
20
Local Funds
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:
Restore old train depot into transportation inter;pitive - center ------------------------------- _------------ _--------
--------------------- - - - - -- -- - - - - -- - - - --
-----------------------------------------------------------------------
----------------------------------------------------------------------
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 I LIGHTING
AGGREGATE
CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT
DRAINAGE STRUCTURES FENCING
ASPHALT
X JEROSION CONTROL I 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
------
YES X N/A
___
ending
Bridges and Culverts Sized uHydraulic Analysis F
OTHER CONSTRUCTION FEATURES: Resoration of an eXlstinq train depot into . a transportation interpitive center __________
----------------------------
----------------------------------------------------------------------
-----------------------------------------------------------------------
---------------------------------------------------------------------------
----------------------------------------------------------------------------- -
----------------------------------------------------------------------------
ESTIMATED COST *COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
600
(IN THOUSANDS)
*OPTIONAL
120
480
(Nearest Tenth)
PROJECT NUMBER:
Project Length
NA (State Unit of Measure)
- ___________ B_ =123 (Y
SIGNATURE:
TITLE:
DATE:
Director of Public Works
____________--------- ___
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
I MPROVEMENT FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWAY OR STREET
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:
ROADWAY WIDTH
- - - -I ---------
CLASSIFICATION TYPE:
(as shown on Functional Classification Map)
20 10 = 750
20 30 = 2000
LENGTH
TYPE
Collector
SPAN RISE
LENGTH
TYPE
CULVERT:
DIAMETER
PROPOSEDIMPROVEMENT
TYPE
DESIGN STANDARD NUMBER:
Municipal -- ____ --
SURFACING: - - -
-- 7 11 - THICKNESS 26 WIDTH
X GRADING
CONCRETE
RIGHT OF WAY
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
- - - -I ---------
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 X 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.
---------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------
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 _____________ _______________________________
------------------------------------------------------------------------------------
________________________________________________________________________________________________________ ___ p___________________________
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2011-0---. = .- 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 JASPHALT 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
--------------- - - - - -- - -- -----------------------------------------
YES N/A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Reconstruction of damaged culvert and Marina Drive from 2011 flooding _ ............
----------------------------- -----
-----------------------------------------------------------------------------
----------------------------------------------------------------------------
-------------------------------------------------------------------------
-----------------------------------------------------------------------------
---------------------------------------------------------------------------
--------------------------------------------------------------------------------
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) .___________ B_
SIGNATURE:
TITLE: DATE:
Director of Public Works ________________________
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
HIGHWAY FORM 7 ONE- AND SIX-YEAR PLAN
I MPROVEMENT
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 ------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
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 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
_
- - - - -- ----------------- - - - - -- - -- •----------------------------------------
OYES N /A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction Of bike trail extension from Blaine Street and Marina Drive
intersection 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 Highwey 75_right = of -way to the intersection of 23rd Avenue_and Highway 75 _____________
----------------------------------------------------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
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
B - 129 (Y -12)
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HIGHWA OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Reconstruction of Fairview Drive from Marina Drive to Optimist
--------------------------------------------------------------------------------------------------------------------
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 10 = 500 20 30 = 1500 Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: NA SURFACING: 9 - ----- - - - --
THICKNESS 26 WIDTH
----------------------- - - - - -- -------- - - - - -- -- -
X GRADING X CONCRETE RIGHT OF WAY 1X LIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
ASPHALT X EROSION CONTROL L _ J 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
DYES X N/A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: - Reconstruction of Fairview Drive from damage - during - 2011 - flooding
--------------------------------------------------------------- - - - -- --------------- - --
Funding will be from FEMA, NEMA and local funds
-------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------
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)
NATURE:
TITLE:
Director of Public Works
---------------------------- - - - - --
TE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
.
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Hi ay bypghwass corridors _Highway_30 at hollow Road Intersection 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 2026 = 5000
Principal Arterial Other Connecting Link
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 11 -__- THICKNESS --- ___ • WIDTH
X GRADING X CONCRETE X RIGHT OF WAY ❑X LIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES X FENCING
L_JASPHALT I X JEROSION CONTROL SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
-- - - - - -- ---------------------------------- - - - - -•
-------- - - - - -- -
BOX CULVERT: LENGTH TYPE
SPAN RISE
CULVERT: - __
DIAMETER LENGTH TYPE
YES N/A Bridges and Culverts Sized uHydraulic Analysis Pending
Construction a new bypass from Highway 30 at the Hollow Road Intersection
OTHER CONSTRUCTION FEATURES of _____
- --- -- ----- - - - - --
-------------------------
then east to Highway 75 at the County Road P35 Intersection_________________________________________________________________
--------------------- -- - - - - -- _ - - - - - --
---------------------------------------------------------------------
---------------------------------------------------------------------
-----------------------------------------------------------------------
-----------------------------------------------------------------------------
ESTIMATED COST *COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
4,000
16,000
20,000
(IN THOUSANDS)
*OPTIONAL
(Nearest Tenth)
PROJECT NUMBER:
Project Length 3.0 (State Unit of Measure)
___________ M- 157(Y_ 157)_
SIGNATURE:
TITLE:
DATE:
Director of Public Works
- ------- --------- - - - - --
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
COUNTY: CITY: Blair VILLAGE:
LOCATION DESCRIPTION:
Mill and Overla�_existing pavement on Elm Street from 23rd Street to Hillcrest Drive____________
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ACCover PCC
-------------------------------------------------------------------------------------
________________ ____________________________.__
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 = .- 100 -. ,
20 30 = _ 200
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
---------
NA SURFACING: 9 THICKNESS 26'
- - - - ------ - - - - -- --------- - - - - -- ------- - -
WIDTH
- - --
GRADING
CONCRETE RIGHT OF WAY ®LIGHTING
AGGREGATE
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
YES X NIA
Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: MITI and over lay existing PCC pavement With 2" of ACC ____________________________
----------------------- ---------------------
-----------------------------------------------------------------------------------
___________________________________________________________________________________________
-------------------------------------------------------------------------------------------
_____________________________________________________________________________________
--------------------------------------------------------------------------------------------
ESTIMATED COST *COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
*OPTIONAL
10
10
(Nearest Tenth)
PROJECT NUMBER:
Project Length
0.1 (State Unit of Measure)
B - 139 (Y_13)
TURE: 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:
LLAGE:
Blair
LOCATION DESCRIPTION:
Mill and Overlay existing pavement on 22nd Street from Grant Street to - Highwa�r 91 _____ - - - --
------------------------------ ------------------------------------------------ - - - -= - -- - - --
-----------------------------------------------------------------------------------------------------------
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 1 1 - 0 ---- = .- 200 -. , 2030 = _ 400 Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER NA SURFACING: 2 THICKNESS ____ 24 - ____ - WIDTH
GRADING CONCRETE RIGHT OF WAY LIGHTING
AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS
ARMOR COAT DRAINAGE STRUCTURES FENCING
X ASPHALT EROSION CONTROL I 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
FIYES �N /A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: MITI and over lay eXlstinq PCC pavement With 2" of ACC -- ____, -_____
----------------- - - - - --
-----------
--------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------
______________________________________________________________________________________________________
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 20 20
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.17 (State Unit of Measure) B - 138 (Y -13)
Jg ----------------- - - -- -, •-------------------------------- - - - - --
IGNATURE: (TITLE: (DATE:
Director of Public Works
--------------------------------------------- - - - - -- ------------- - - - - --
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
H FORM 7 ONE- AND SIX-YEAR PLAN
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Mill and Overla_ existing pavement on College View Drive from 16th Street west 400 feet
- -ill and - - - -- -------------------------------------------------------------
----------------------------------------------------------------------------------------------------------------------------------------
________________________________________________________________________________________________________________________________________
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 = 500 20 30 = 1000 Collector
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: NA SURFACING: 2" THICKNESS 24' WIDTH
----------------------- - - - - -- --------- - - - - -- ------- - - - - --
GRADING CONCRETE RIGHT OF WAY ®LIGHTING
AGGREGATE 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
YES X N/A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Mill and over lay existing PCC p with 2" of ACC
------------ - - - - -- -------- ---------------------------
---------------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------------
_______________________________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------------------------------------- - - - - --
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 15 15
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.1 State Unit of Measure B - 137 (Y -13)
TORE: TITLE: DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
SIX FORM 7 ONE- AND
HIGHWAY OR STREET IMPROVEMENT PROJECT
] CITY: VILLAGE:
FCOUNTY:
Blair
DESCRIP TION:
Mill and Overla_existin� pavement on Jackson Street from_13th Street to 10th Street _________________
----------------- --------------------
-------------------------------------------------------------------
----------------------------------------------------------------------------
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 10 m 200 20 30 = _ 400 Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: NA SURFACING: 2" THICKNESS 24'
--------- - - - - ------ - - - - -- --------- - - - - -- ------- - -
WIDTH
- - --
GRADING CONCRETE RIGHT OF WAY LIGHTING
AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS
ARMOR COAT DRAINAGE STRUCTURES FENCING
X ASPHALT EROSION CONTROL SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH
NEW BRIDGE: ROADWAY WIDTH LENGTH _____
'-- - - - - -- -----------------------------------
-TYPE
-------- - - - - -- -'SPAN RISE
BOX CULVERT: ,________ LENGTH
DIAMETER LENGTH
CULVERT: ------ ---- - - - - -- - - -- ___ __
F i
❑YES /A Bges and Culverts Sized Hydraulic Analysis enng
OTHER CONSTRUCTION FEATURES: MITI and over lay existing PCC pavement With 2 of ACC -------------------------
-----------------------
--------------------------------------------------------------------
--------------------------------------------------------------------------
--------------------------------------------------------------------
------------------------------------------------------------------
----------------------------------------------------------------
ESTIMATED COST *COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
30
(IN THOUSANDS)
*OPTIONAL
30
(Nearest Tenth)
PROJECT NUMBER:
Project Length 0.25 (State unit of Measure)
._____ ______ _ __ ___ �Y_ -1 __________
SIGNATURE:
TITLE:
DATE:
Director of Public Works ________
__ _______________
_______
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ® AND SIX-
HIGHWAY OR STREET IMPROVEMENT- PROJECT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Mill and Overla�_existing pavement on Park Street from 13th Street to 14th Street_________________
- ------------- - - - - -- existing
----------------------------------------------------------------------------
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 10 = 200 20 30 = 400
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: NA SURFACING: 2 THICKNESS 24 ___ - WIDTH
GRADING CONCRETE RIGHT OF WAY LIGHTING
AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS
ARMOR COAT DRAINAGE STRUCTURES FENCING
X JASPHALT EROSION CONTROL I SIDEWALKS
BRIDGE TO REMAIN IN PLACE. ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
'-- - - - - -- ------__--_------------------------------
---------- - - - - -� SPAN RISE
BOX CULVERT: LENGTH TYPE
CULVERT: DIAMETER LENGTH --- _ -- ---- ----------------------- TYPE
FYES�N /A Bridges and Culverts Sized []Hydraulic Analysis nng
OTHER CONSTRUCTION FEATURES: MITI and over lair existing PCC pavement With 2" of ACC_______________________
----------------------------------------------------------------------------------
________________________________________________________________________
------------------------------------------------------------------------------
---------------------------------------------------------------------------
- -------------------------------------- ------------------------------------- -------------------------------------------------------------
ESTIMATED COST *COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
10
(IN THOUSANDS)
*OPTIONAL
10
(Nearest Tenth)
PROJECT NUMBER:
Project Length 0.1 (State Unit of Measure)
.___________
SIGNATURE:
TITLE:
DATE:
Director of Public Works
___ ______ __ ___________
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM r D SIX-YEAR PLAN
■ ■ 09, STmEET-1MPROVEMENT--RPv0JEG-T
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Mill and Overlay _existing pavement on 17th South Street to Butler Street
------------------------------------------------------------------------------------------
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 10 = 100 20 30 = _ 200 Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: SURFACING: 2 ------ THICKNESS 24' WIDTH
GRADING CONCRETE RIGHT OF WAY LIGHTING
AGGREGATE 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 - - ---- -- -- --- - -- -TYP
•---------------------- - - - - -- - - - - -- -- - - - - -- -
CULVERT: DIAMETER LENGTH TYPE
YES X N/A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Mill and over layr existing PCC pavement with 2" of ACC ------------------------
------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------
-----------------------------------------------------------------------------------
---------------------------------------------------------------------------------
----------------------------------------------------------------------------------
ESTIMATED COST *COUNTY *CITY *STATE I *FEDERAL *OTHER
(IN THOUSANDS)
*OPTIONAL 1 20
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.17 (State Unit of Measure)
IGNATURE:
TITLE:
Director of Public Works
------------------------------------------ - - - - --
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
HIGHWA FORM 7 ONE- AND SIX-YEAR PLAN
OR STREET IMPROVEMENT PROJECT
COUNTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Mill and Overla�_Grant Street from Union Pcific Railroad Tracks east for 600 feet________________________
-------------------- -----------------------------------
_________________________________________________________________________
-----------------------------------------------------------------------------
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 = 500 20 30 = 1500
Collector
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: NA SURFACING: 2 THICKNESS 24' _ - WIDTH
GRADING CONCRETE RIGHT OF WAY ®LIGHTING
AGGREGATE 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
----------------------------------------
- - - - -- ----------------- - - - - -- - --
DYES �N /A Bridges and Culverts Sized uHydraulic Anal Pending
OTHER CONSTRUCTION FEATURES Mill and over lay existing PCC pavement with 2" of ACC____________________________
._---- - - - - -- ------------------
______________________________________________ _______________________________
---------------------------------------------------------------------------
----------------------------------------------------------------------
________________________________________________________________________
--------------------------------------------------------------------
ESTIMATED COST *COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
10
(1N THOUSANDS)
*OPTIONAL
10
(Nearest Tenth)
PROJECT NUMBER:
Project Length 0.11 (State Unit of Measure)
,___________ B_e 133 - ( Y-1 3)
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:
Mill and Overlay existing pavement on Grant Street from - just west of the 4th Street intersection
--------------------- - - - - -- ------------------- - - - - --
east to 450 feet east of the 4th Street intersection. _ ______ __ ______ ____ ___
L------------------------------------------------------------------------- - - - - --
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ACC _____ _________ ___ ___ _ __ _ __
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
- - - - -- -- - an - d- - -- -----------------------------------------
O YES �N /A ---- Bri s an d -- Culver - - - - t s -- Sized F-1 Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: MITI and over lay existing PCC pavement With 2" of ACC _________ ________ _________
-----------------------------------------------------------------------------------------------
--------------------------------------•---------------------------------------------------------------
-------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 10 10
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.1 (State Unit of Measure) B - 132 (Y -13) __________
1 g - ---------------- - - - - -- _--------- ___-------- - - - - --
IGNATURE: (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:
RIGHT OF WAY LIGHTING
UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
Blair
LOCATION DESCRIPTION:
Mill and overlay existing pavement on Nebraska Street from 10th to 14th Streets and from 16th
19fih Sfiree -- ___________
EXISTING SURFACE TYPE AND STRUCTURES: (sxh as dirt, gravel, asphalt, concrete, culvert, or bridge)
ACC over PCC _____ _______________________________
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 1000 , . 20 30 = 2500 Other Arterial
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: SURFACING: 2 ------ THICKNESS 24' WIDTH
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
FI YES X N/A Bridges and Culverts Sized I 1
u Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Mill and over lay existing PCC pavement with 2° of ACC_ __ __________________________
ESTIMATED COST
(IN THOUSANDS)
*OPTIONAL
Project Length =
PROJECT NUMBER:
VILLAGE:
TOTAL
70
----- - - - - -- B - 131 (Y -13) - - --
TITLE: DATE:
Director of Public Works
*COUNTY I *CITY I *STATE I *FEDERAL I *OTHER
I 70 1 1
(Nearest Tenth)
0.6 (State Unit of Measure)
GRADING
CONCRETE
AGGREGATE
CURB & GUTTER
ARMOR COAT
DRAINAGE STRUCTURES
X
JASPHALT
EROSION CONTROL
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
FI YES X N/A Bridges and Culverts Sized I 1
u Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Mill and over lay existing PCC pavement with 2° of ACC_ __ __________________________
ESTIMATED COST
(IN THOUSANDS)
*OPTIONAL
Project Length =
PROJECT NUMBER:
VILLAGE:
TOTAL
70
----- - - - - -- B - 131 (Y -13) - - --
TITLE: DATE:
Director of Public Works
*COUNTY I *CITY I *STATE I *FEDERAL I *OTHER
I 70 1 1
(Nearest Tenth)
0.6 (State Unit of Measure)
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
S FORM 7 ONE- AND
H IGHWAY I MPROVEMENT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Mill and Overla_existin� pavement on 16th Street frorn South Street to Butler Street
-------------- - - - - -- - ------------------------------------------------_------- ____----- ____------------ - - - - --
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ACC over PCC
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH ----------------------------------------- TYPE
---------- - - - - -� �-- - - - - --
NEW BRIDGE: ROADWAY WIDTH LENGTH
BOX CULVERT: SPAN RISE LENGTH TYPE
----------------------- - - - - -- - - - - -- - -- - -----------------------------------------
CULVERT: DIAMETER LENGTH TYPE
FY ES �N /A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: MITI and over lay existing PCC pavement With 2" of ACC
-----------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------,---
__________________________________________________________________________________________________________________________ _
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTA
(IN THOUSANDS)
*OPTIONAL 20 20
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.17 (State Unit of Measure) B - 130 (Y -13)
1 g ------------ ----- - - - - -, ---__-_ _------------------------ - - - - --
TORE: (TITLE: l DATE:
Director of Public Works
•------------------------------- - - - - --
• • • •
• i • 1 A.
SIX -YEAR PERIOD ENDING: 2019
SHEET
1 OF 1
COUNTY:
CITY:
VILLAGE:
Blair
PRIORITY
PROJECT NUMBER
LENGTH
UNIT OF
ESTIMATED COST
REMARKS
NUMBER
(NEAREST -TENTH
MEASURE
(Thousands)
1
B -123 (Y -11)
NA
MI
700
TE Funding (Construction)
2
B- 121(Y -11)
0.75
MI
600
STP Funding (Design)
3
B- 126(Y -12)
0 *.1
MI
500
ER Funding (Design)
4
B- 129(Y -12)
0.67
M1
700
TE Funding (Design)
5
B- 127(Y -12)
0.5
MI
500
FEMA Funding
Multiple Funding
6
M -157(Y -157)
2.5
MI
16
(Design& NEPA)
7
B- 139(Y -13)
0.1
MI
10
Local Funds
8
B- 138(Y -13)
0.17
MI
20
Local Funds
9
B- 137(Y -13)
0.1
MI
15
Local Funds
10
B- 136(Y -13)
0.25
MI
30
Local Funds
11
B-1 35
0.1
M 1
10
Local Funds
12
B- 134(Y -13)
0.17
MI
20
Local Funds
13
B- 133(Y -13)
0. 11
MI
10
Local Funds
14
B- 132(Y -13)
O.1
M 1
10
Local Funds
15
B- 131(Y -13)
0.8
MI
70
Local Funds
16
B- 130(Y - 13)
0.17
MI
20
Local Fun
17
B- 03(Y -01)
0.13
M1
100
Local Funds
18
B- 79(Y -02)
0.2
M I
800
Federal Safety Funds
19
B- 65(Y -03)
0.75
MI
250
Local Funds
20
B- 77(Y -02)
0.35
MI
150
Local Funds
21
B- 96(YO5)
1.0
M 1
800
Local Funds
22
B- 125(Y -11)
0.63
MI
15
Railroad Safety Funds
23
B- 04(Y -01)
0.32
MI
100
Local Funds
24
B- 94(Y -05)
0.4
MI
100
Local Funds
25
B- 93(Y -03)
0.2
MI
150
Local Funds
SIGNATURE:
TITLE:
DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 9 SUMMARY OF SIX-YEAR PLAN
enr_vGAD Di=pwm i=m nimr.- gn ia SHEET 1 OF 1
COUNTY:
I _
CITY:
VILLAGE:
Blair
PRIORITY
PROJECT NUMBER
LENGTH
UNIT OF
ESTIMATED COST
REMARKS
NUMBER
(NEAREST -TENTM
MEASURE
(Thousands)
26
B- 03(Y -01)
0.13
MI
100
Local Funds
27
B- 07(Y -01)
0.5
MI
5000
Bridge Safety Funds
I j SIGNATURE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
F ' AND SIX-YE I
WIGWULOY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE: -- I Blair
LOCATION DESCRIPTION:
High y 23rd Street
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
VERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 = 0 2026 = 200 Major Collector
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 10- THICKNESS --- WIDTH
X GRADING X CONCRETE X RIGHT OF WAY ®LIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT DRAINAGE STRUCTURES FENCING
X JASPHALT 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 X N/A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Reconstruction of the intersection to allow for left turn and better sight - distance_
-------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------- - - - - --
-------------------------------------------------------------------------------------------------------------------------------- - - - - --
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) ------------
RE: (TITLE: (DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 - AND SIX-YEAR
I
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Nebraska Street from 10th Street to Highway 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)
20 = . 1650 . , 20 25 = 2500 Minor Arterial
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 7" THICKNESS 37' WIDTH
X GRADING X CONCRETE RIGHT OF WAY EX LIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
X 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
11YES ------ INIA Bridges and Culverts Sized M Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of PCC extensions on existing road to widen for center turn lane.
----------------------------------------------------- ------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
______________________________________________________________________________________________________________________________________
--------------------------------------------------------------------------------------------------------------------------------------
______________________________________________________________________________________________________________________________________
-------------------------------------------------------------------------------------------------------------------------------- - - - - --
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 250 2 50
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.75 (State Unit of Measure) B- 65(Y -03)
(SIGNATURE: TITLE: (DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
H FORM 7 ONE- AND SIX-YEAR PLAN
NTY:
CITY:
LLAGE:
Blair I
LOCATION DESCRIPTION:
1 Nebraska Street to-Adams ----- - - - - --
Street ________________ _______ _____ ___ ________________
Nebraska
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
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 7 _____ THICKNESS --- WIDTH
X
GRADING
X
CONCRETE
AGGREGATE
X
CURB & GUTTER
ARMOR COAT
X
DRAINAGE STRUCTURES
ASPHALT
L X
EROSION CONTROL
RIGHT OF WAY FX LIGHTING
X UTILITY ADJUSTMENTS
FENCING
X SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH -TYPE
NEW BRIDGE: ROADWAY WIDTH - - - - - -- �-- - - - - -- -- - - - - -- - --- --------
LENGTH ---------------------- TYPE
--------- - - - - -- --m CULVERT: SPAN RISE LENGTH -------------- TYPE
---------------------- - - - - -- ----------------------
CULVERT: DIAMETER LENGTH -------- TYPE
DYES =N /A _ Bridges and Culverts Sized Z Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of concrete extensions onto existing street to establish center turn______
---- - - - - --
lane. -------------------------------------------------- - - - - --
--------------------------------------------------------------------------------
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 150 150
(Nearest Tenth) PROJECT NUMBER:
Project ect Len th 0.35 (State Unit of Measure) B_77(Y -02)
_____________ ____________
— ---------------- - - - - -- - - - - - --
TURE: TITLE: DATE:
Director of Public Works _______
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
6' 1 1 ST9 U • •
NTY:
CITY:
VILLAGE:
Blair
LOCATION DESCRIPTION:
Nebraska Street from Hansen Drive to !fnhway_ 91 .......... --------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None _____________________ _______________ ___________ _____
VERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 = 0 20 26 = 200_ Local
- - - - - -- - - - - -- - - - -- - - - - --
PROPOSF_DIMPROVEMENT
[DESIGN STANDARD NUMBER: Municipal SURFACING: 7 11 THICKNESS 25' WIDTH
X
GRADING
X
CONCRETE
ROADWAY WIDTH LENGTH ---------- ___ __________________________
AGGREGATE
X
CURB & GUTTER
ARMOR COAT
X
DRAINAGE STRUCTURES
L—J ASPHALT
-------- - - - - -• u
Bridges and Culverts Sized H;draulic Analysis Pending
X
EROSION CONTROL
RIGHT OF WAY LX LIGHTING
X UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
BRIDGE TO REMAIN IN PLACE
ROADWAY WIDTH LENGTH
TYPE
NEW BRIDGE:
ROADWAY WIDTH LENGTH ---------- ___ __________________________
-TYPE
BOX CULVERT:
. --------
SPAN RISE LENGTH ----------------------------------------
CULVERT:
DIAMETER LENGTH -------------------___------------------
TYPE
- - - - -- N/A
YES
-------- - - - - -• u
Bridges and Culverts Sized H;draulic Analysis Pending
FEATURES Construct the extension of Nebraska Street from Hansen
Drive to Highway 91 -------
OTHER CONSTRUCTION
------------------------------------------------------------------------------
-------------------------------------------------------------------------
---------------------------------------------------
-------------------------------------- ----------------
----------------------
---------------------------------------------------------------------------
-------------------------------------------------------------------------
ESTIMATED COST
*COUNTY
*CITY
*STATE
*FEDERAL
*OTHER
TOTAL
(IN THOUSANDS)
800
*OPTIONAL
800
(Nearest Tenth)
PROJECT NUMBER:
Project Length
1.0 State Unit of Measure)
(
____ _________B
=96 - - ---- ____________
SIGNATURE:
TITLE:
DATE:
Director of Public Works _________
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX-YEAR PLAN
HI GHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
Highway 91 at Union Pacific I road Crossinq________________________________________ ______ _________________________
-------------7---------------------------------------------------
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)
209 = 2565 , 20 29 = 5000 Arterial
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER State Highway SURFACING: 26' - - - - --
THICKNESS 11 - _ - - WIDTH
---------------------- - - - - --- ------ ---
X GRADING X CONCRETE X RIGHT OF WAY MX 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 ---- TYP
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
•----------------------- - - - - - - - - - -- �-- - - - - -- •--- ---------- -
BOX CULVERT: SPAN RISE LENGTH ___________ ______________TYPE
� -
CULVERT: DIAMETER -� -- LENGTH TYPE
FIYES �N /A Bridges and Culverts Sized MHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of new overpass over Union Pacific Railroad tracks on a relocated __ --
Highway91. -----------------------------------------------------
---------------------------------------------------------------------
----------------------------------------------------------------------------
-----------------------------------------------------------------------
------------------------------- ---------__----------------------------------
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 - � --- (Y�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
UNTY:
CITY:
VILLAGE:
F
Blair
CATION DESCRIPTION:
HOIIOw Road
--------------------------------------
________________________________________
____________________________________________
_________ --
----------------------- -- - - - - --
_________________________ ______
_______________________ __ ______
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
2026 = 200_
Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER:
Rural SURFACING: -- THICKNESS --- WIDTH
X GRADING
CONCRETE X RIGHT OF WAY ❑LIGHTING
X AGGREGATE.
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 CULVERT:
SPAN RISE LENGTH --------------- TYPE
CULVERT: DIAMETER LENGTH --------------------- TYPE
X YES N/A
Bridges and Culverts Sized Hydraulic Analysis Pending
FEATURES Construction of new culverts aril grading the road to establish drainage Ways ® � ® - __ ®
OTHER CONSTRUCTION
_______________________________________
------------------------------------------------------------------------
----------------------------------------------------------------------
---------------------------------
____ ___________________________
-------------------------------------------------------------------
-------------------------------------------------------------- - - - - --
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
100
*OPTIONAL
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
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--------------------------------------------------------------------------------------------- - - - - --
,VERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
2006 = .-- 2026 = 200 Local
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Rural SURFACING: 6" THICKNESS 22' WIDTH
X
GRADING
CONCRETE
X
AGGREGATE
CURB & GUTTER
ARMOR COAT
X
DRAINAGE STRUCTURES
ASPHALT
I X
JEROSION CONTROL
X RIGHT OF WAY ❑LIGHTING
X UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ROADWAY WIDTH -- - - - - -- LENGTH ____________.
--------- - - - - -- � --------------------- - - - ---
BOX CULVERT: SPAN RISE LENGTH -TYPE
CULVERT: _ DIAMETER LENGTH _-------------- TYPE
_____ _ _ _ ____ - TYPE
_______
X YES NIA ___ Bridges and Culverts Sized ❑Hydraulic Analysis Pending ------ -----------
___
OTHER CONSTRUCTION FEATURES Construction of new drainage structures and grading of existing roadway with
--________
-------------------------------- - - - - -- ----- - - - - -- - - - - --
aggregagte surfacing. ___ _______________________________
---------------------------------------------------------------------------------------------- - - - - --
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)
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'----
X GRADING X CONCRETE RIGHT OF WAY [X LIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
L _ J 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
FIYES �N /A Bridges and Culverts Sized X Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction 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)
1 9 = ( ) _______ _______________________________
TORE: (TITLE: I DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATION S AND STANDARDS
FORM 7 ONE- AND SIX-YEAR
HIGHWAY OR STREET IMPROVEMENT PROJECT
(COUNTY:
CITY:
LLAGE:
Blair
,LOCATION DESCRIPTION:
Garfield Road
_ _______________________________
------------------------------------------------------------------------------------------------------------------- - - - - --
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
1 ------------------------------------------------------------------------------- -------------------------------------------------- - - - - - '
,GE DAILY TRAFFIC: CLASSIFICATION 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
CULVERT: DIAMETER LENGTH
TYPE
EIYES NIA
Bridges and Culverts Sized
X Hydraulic Analysis Pending
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 -01)
SIGNATURE: TITLE: DATE:
Director of Public Works
__________________ _______________________________ _______________
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
H FORM 7 ONE- AND SIX-YEAR PLAN
COUNTY: CITY: VILLAGE:
Blair
LOCATION DESCRIPTION:
1 st Street from Hi hwa 3 to Jackson Street
--------------------------------------------------------------------------------------------------------------------------------------
_______________________________________________________________________________________________________ _________________ ______________
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE
BOX CULVERT: SPAN RISE LENGTH . TYPE
___
----------------------- - - - - -- - -I --- - - - - -- ----------------------------------------
CULVERT: __ A _ DIAMETER LENGTH TYPE
YES T N / Bridges and Culverts Sized X Hydraulic Analysis Pending
L.� - - - --
OTHER CONSTRUCTION FEATURES Construction of a new overpass over railroad tracks and creek.
------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------------------
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS)
*OPTIONAL 5000 5000
(Nearest Tenth) PROJECT NUMBER:
Project Length 0.5 (State Unit of Measure) B- 07(Y -01)
TORE: (TITLE: (DATE:
Director of Public Works