2008-02COUNCILMEMBER ABBOTT INTRODUCED THE FOLLOWING RESOLUTION:
BE IT RESOLVED by the Mayor and City Council of the City of Blair, Nebraska, that the
2008 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 and dated January 22, 2008 be
and is hereby adopted with the projects listed on the "Form 7's" attached hereto and incorporated
by this reference herein.
Roads, State of Nebraska.
COUNCILMEMBER ABBOTT MOVED THAT THE RESOLUTION BE ADOPTED AS
READ, WHICH SAID MOTION WAS SECONDED BY COUNCIL MEMBER FANOELE.
UPON ROLL CALL, COUNCILMEMBERS STEWART, SCHEVE, SHOTWELL, FANOELE,
CHRISTIANSEN, WOLFF, BIFFAR AND ABBOTT VOTING "AYE ", AND COUNCIL
MEMBERS NONE VOTING "NAY ", THE MAYOR DECLARED THE FOREGOING
RESOLUTION WAS PASSED AND ADOPTED THIS 22ND DAY OF JANUARY, 2008.
ATTE
BRENDA R. WHEELER, CITY CLERK
(SEAL)
BE IT FURTHER RESOLVED that a copy of said plan be filed with the Department of
STATE OF NEBRASKA )
) :ss:
WASHINGTON COUNTY )
RESOLUTION NO. 2008 - 2
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 22
day of January, 2008.
1
CITY OF BLAIR, NEBRASKA
ES E. REALPH, MAYOk
r72
% - 1
BRENDA R. WHEELER, CITY CLERK
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 11 REPORT OF PREVIOUS YEAR
HIGHWAY OR STREET IMPROVEMENT
YEAR ENDING: 2008 SHEET 1 OF 1
COUNTY: CITY:
VILLAGE:
Blair
PROJECTED CONTRACT OWN
PROJECT NUMBER LENGTH UNIT OF COST PROJECT FORCES DATE COMPLETED
(NEAREST TENTh9 MEASURE (IN THOUSANDS) (ACTUAL OR ESTIMATED)
B107(Y -07) 0.07 MI 150 X July 2007
B- 109(Y -06) 0.05 MI 30 X November 2007
SIGNATURE:
TITLE: DATE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 8 SUMMARY OF ONE -YEAR PLAN
YEAR ENDING: 2008 SHEET 1 OF
COUNTY: CITY: VILLAGE:
Blair
PRIORITY PROJECT NUMBER LENGTH UNIT OF ESTIMATED COST REMARKS
NUMBER (NEAREST - TENTH) MEASURE (Thousands)
1 B- 98(Y -06) 0.34 MI 900
2 B- 76(Y -02) 0.5 MI 700
3 B- 108(Y -07) 0.05 MI 150
4 B- 110(Y -07) 0.10 MI 150
5 B- 111(Y -07) 0.10 MI 200
6 B- 112(Y -08) 0.13 MI 100
7 B- 113(Y -08) 0.08 MI 50
SIGNATURE:
TITLE: DATE:
Director of Public Works
COUNTY:
LOCATION DESCRIPTION:
Highway 30/75 from 14th Street to 18th Street
EXISTING SURFACE TYPE AND STRUCTURES:
Asphalt over brick/concrete
AVERAGE DAILY TRAFFIC:
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
I
ESTIMATED COST , *COUNTY
(IN THOUSANDS)
*OPTIONAL
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
Project Length = 0.34
SIGNATURE:
ICITY:
Blair
*CITY
(VILLAGE:
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 12795, 20 26 = 20,00 Artierial
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 12" THICKNESS 55' WIDTH
X GRADING X CONCRETE RIGHT OF WAY LIGHTING
,AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
,ARMOR COAT X DRAINAGE STRUCTURES _ FENCING
ASPHALT EROSION CONTROL SIDEWALKS
ROADWAY WIDTH LENGTH TYPE
ROADWAY WIDTH LENGTH TYPE
SPAN RISE LENGTH TYPE
CULVERT: DIAMETER LENGTH TYPE
YES r TN /A Bridges and Culverts Sized I] Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Reconstruction of existing asphalt over brick/concrete with PCCpavement.
*STATE
*FEDERAL
450 450
(Nearest Tenth) PROJECT NUMBER:
(State Unit of Measure)
TITLE:
Director of Public Works
*OTHER
TOTAL
900
B- 98(Y -06)
1. DATE:
COUNTY:
LOCATION DESCRIPTION:
10th Street from Prospect Street to Grant Street
EXISTING SURFACE TYPE AND STRUCTURES:
Rock
AVERAGE DAILY TRAFFIC:
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
CITY:
Blair
20 05 = 110 , 20 25 = 600
Collector
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING:
X GRADING X CONCRETE X RIGHT OF WAY
,AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
,ARMOR COAT X 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
[]YES r TN /A Bridges and Culverts Sized L.J Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction with PCC pavement to include storm sewer
*CITY
140
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
*STATE
(Nearest Ten h)
0.5 (State Unit of Measure)
'VILL
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
*FEDERAL
560
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
THICKNESS 31' WIDTH
LIGHTING
TOTAL
700
B-76V-02)
1. DATE:
LOCATION DESCRIPTION:
13th Street from Highway 30 to Front Street
EXISTING SURFACE TYPE AND STRUCTURES:
None
AVERAGE DAILY TRAFFIC:
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: CITY: 'VILLAGE:
Blair
*CITY
150
(Nearest Tenth)
0.05 (State Unit of Measure)
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 0 , 20 26 = 200 Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: _ 7" THICKNESS 25' WIDTH
X GRADING X CONCRETE RIGHT OF WAY
,AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
,ARMOR COAT X 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 F TN /A Bridges and Culverts Sized I X 'Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of PCC pavement in existing right-of-way
*STATE
*FEDERAL 1 *OTHER
PROJECT NUMBER:
TITLE:
Director of Public Works
LIGHTING
TOTAL.
150
B- 108(Y -07)
DATE:
COUNTY:
LOCATION DESCRIPTION:
Butler Street
EXISTING SURFACE TYPE AND STRUCTURES:
Asphalt with PCC curb and gutter
AVERAGE DAILY TRAFFIC:
20 06 = 50 , 20 26 = 200
DESIGN STANDARD NUMBER:
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT:
DIAMETER LENGTH
YES r TN /A Bridges and Culverts Sized Li Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Reconstruction of existing road to include widening to 25 feet. Also new storm
sewer with inlets.
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
X GRADING
,AGGREGATE
,ARMOR COAT
ASPHALT
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
(CITY:
PROPOSED IMPROVEMENT
Urban SURFACING:
X CONCRETE
X CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
*CITY
150
(VILLAGE:
Blair
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE
*STATE
(Nearest Tenth)
0.10 (State Unit of Measure)
CLASSIFICATION TYPE:
RIGHT OF WAY
UTILITY ADJUSTMENTS
FENCING
X SIDEWALKS
LENGTH
LENGTH
LENGTH
*FEDERAL
PROJECT NUMBER:
TITLE:
Director of Public Works
(as shown on Functional Classification Map)
Local
*OTHER
THICKNESS 25' WIDTH
El
LIGHTING
TYPE
TYPE
TYPE
TYPE
TOTAL
150
B -110(Y -071
I. DATE:
COUNTY:
LOCATION DESCRIPTION:
Highway 30 and 75 Intersection Locally known as 19th & washington Streets
EXISTING SURFACE TYPE AND STRUCTURES:
Concrete
AVERAGE DAILY TRAFFIC:
20 05 = 14025, 20 25 = 2000
DESIGN STANDARD NUMBER:
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
X GRADING
,AGGREGATE
,ARMOR COAT
ASPHALT
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
ICI1Y ..............
Blair
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
Arterial
PROPOSED IMPROVEMENT
Urban SURFACING: 11"
X CONCRETE
X CURB & GUTTER
X DRAINAGE STRUCTURES
X 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
YES r TN /A Bridges and Culverts Sized Li Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of a new right -turn -lane on Highway 30 north bound at intersection
with Highway 75.
*CITY
200
*STATE
(Nearest Tenth)
0.10 (State Unit of Measure)
X RIGHT OF WAY
X UTILITY ADJUSTMENTS
FENCING
X SIDEWALKS
*FEDERAL
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
( VILLAGE:
THICKNESS 25' WIDTH
LIGHTING
TOTAL
200
B- 111(Y -07)
1. DATE:
COUNTY:
LOCATION DESCRIPTION:
23rd Avenue
EXISTING SURFACE TYPE AND STRUCTURES:
None
AVERAGE DAILY TRAFFIC:
20 06 = 0 , 20 26 = 50
Local
DESIGN STANDARD NUMBER:
El
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
CITY: VILLAGE:
Blair
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
PROPOSED IMPROVEMENT
Urban SURFACING: 7" THICKNESS 36' WIDTH
X GRADING X CONCRETE X RIGHT OF WAY
_,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 CULVERT: SPAN RISE LENGTH TYPE
CULVERT: DIAMETER LENGTH TYPE
YES r TN /A Bridges and Culverts Sized U Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of a new PCC street for a new commercial subdivision.
*CITY
100
*STATE
(Nearest Ten h)
0.13 (State Unit of Measure)
*FEDERAL
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
LIGHTING
TOTAL
100
B- 112(Y -08)
DATE:
COUNTY:
LOCATION DESCRIPTION:
20th Street
EXISTING SURFACE TYPE AND STRUCTURES:
None
AVERAGE DAILY TRAFFIC:
DESIGN STANDARD NUMBER:
El
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE - AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
CITY: VILLAGE:
Blair
*CITY
(Nearest Tenth)
0.08 (State Unit of Measure)
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 0 20 26 = 50 Local
PROPOSED IMPROVEMENT
Urban SURFACING: 7" THICKNESS 36' - 25' WIDTH
X GRADING X CONCRETE X RIGHT OF WAY
_ 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 CULVERT: SPAN RISE LENGTH TYPE
CULVERT: DIAMETER LENGTH TYPE
YES r TN /A Bridges and Culverts Sized L_J Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of a new PCC street for a new commercial subdivision.
*STATE
*FEDERAL *OTHER
PROJECT NUMBER:
TITLE:
Director of Public Works
50
LIGHTING
TOTAL
50
B- 113(Y -08)
I. DATE:
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 9 SUMMARY OF SIX -YEAR PLAN
SIX -YEAR PERIOD ENDING: 2008
COUNTY: CITY: VILLAGE:
Bla r
PRIORITY PROJECT NUMBER LENGTH UNIT OF ESTIMATED COST
NUMBER (NEAREST -TENTH MEASURE (Thousands)
1 B- 98(Y -06) 0.34 MI 900
2 B- 76(Y -02) 0.5 MI 700
3 B- 108(Y -07) 0.05 MI 150
4 B- 109(Y -07) 0.10 MI 150
5 B- 111(Y -07) 0.10 MI 200
6 B- 112(Y -08) 0.13 MI 100
7 B- 113(Y -08) 0.08 MI 50
8 B -96 (Y -05) 1.0 MI 800
9 B- 94(Y -05) 0.4 MI 100
10 B -83 (Y -03) 0.2 MI 150
11 B -79 (Y -02) 0.2 MI 150
12 B -77 (Y -02) 0.35 MI 150
13 B- 65(Y -03) 0.75 MI 250
14 B- 07(Y -01) 0.5 MI 5000
15 B- 04(Y -01) 0.32 MI 100
16 B- 03(Y -01) 0.13 MI 100
17 M -157(Y -213) 4.0 MI 1000
18 M -157(Y -157) 7.75 MI 20,000
TITLE:
Director of Public Works
SHEET 1 OF 1
DATE:
REMARKS
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
COUNTY: 'CITY:
Blair
LOCATION DESCRIPTION:
Nebraska Street from Hansen Drive to Highway 91
EXISTING SURFACE TYPE AND STRUCTURES:
None
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 0 , 20 26 = 200 Local
DESIGN STANDARD NUMBER: Municipal
X GRADING X ,CONCRETE RIGHT OF WAY
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
,ARMOR COAT X DRAINAGE STRUCTURES _ FENCING
ASPHALT X EROSION CONTROL SIDEWALKS
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT:
ESTIMATED COST *COUNT(
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
ROADWAY WIDTH LENGTH
ROADWAY WIDTH LENGTH
SPAN RISE LENGTH
DIAMETER LENGTH
❑ YES f NIA Bridges and Culverts Sized �X Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construct the extension of Nebraska Street from Hansen Drive to Highway 91
*CITY
800
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
PROPOSED IMPROVEMENT
*STATE
(Nearest Tenth)
1.0 (State Unit of Measure)
*FEDERAL
TITLE:
Director of Public Works
SURFACING: 7" THICKNESS 25' WIDTH
PROJECT NUMBER:
*OTHER
'VILLAGE:
LIGHTING
TOTAL
800
B- 96(Y -05)
DATE:
TYPE
TYPE
TYPE
TYPE
COUNTY
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
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 50 , 20 26 = 200 Local
DESIGN STANDARD NUMBER:
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 r 1N /A Bridges and Culverts Sized Li Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of new drainage structures and grading of existing roadway with
aggregagte surfacing.
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
(CITY:
Blair
PROPOSED IMPROVEMENT
Rural SURFACING:
X GRADING !CONCRETE X RIGHT OF WAY
X ,AGGREGATE _ CURB & GUTTER X UTILITY ADJUSTMENTS
_,ARMOR COAT X DRAINAGE STRUCTURES FENCING
ASPHALT X EROSION CONTROL _ SIDEWALKS
*CITY
100
*STATE
(Nearest Tenth)
0.4 (State Unit of Measure)
*FEDERAL
11
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
(VILLAGE:
THICKNESS 22' WIDTH
LIGHTING
TOTAL
100
B- 94(Y -05)
DATE
COUNTY:
LOCATION DESCRIPTION:
Arthur Street from 2nd Street to Blaine Road
EXISTING SURFACE TYPE AND STRUCTURES:
Rock
AVERAGE DAILY TRAFFIC:
20 06 = 20 , 20 26 = 50
Local
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
CITY:
Blair
' VILLAGE:
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 7" THICKNESS 25' WIDTH
X GRADING X CONCRETE RIGHT OF WAY
,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 CULVERT: SPAN RISE LENGTH TYPE
CULVERT: DIAMETER LENGTH TYPE
EIYES r TN /A Bridges and Culverts Sized u Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of PCC pavement in existing right-of-way
*CITY
150
*STATE
(Nearest Tenth)
0.2 (State Unit of Measure)
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
FEDERAL
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
El
LIGHTING
TOTAL
150
B- 83(Y -03)
1. DATE:
COUNTY:
LOCATION DESCRIPTION:
Highway 91 at 23rd Street
EXISTING SURFACE TYPE AND STRUCTURES:
None
AVERAGE DAILY TRAFFIC:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 0 , 20 26 = 200] Major Collector
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 10" THICKNESS 38' WIDTH
X GRADING X CONCRETE X RIGHT OF WAY
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT _ DRAINAGE STRUCTURES _ FENCING
X ASPHALT 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
EYES I X TN /A Bridges and Culverts Sized u Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Reconstruction of the intersection to allow for left turn lane and better sight distance.
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
*CITY
150
CITY:
Blair
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
*STATE
(Nearest Ten h)
02 (State Unit of Measure)
*FEDERAL
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
VILLAGE:
Ell
LIGHTING
TOTAL
150
B- 79(Y -02)
DATE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
CITY:
Blair
LOCATION DESCRIPTION:
16th Street from Nebraska Street to Adams Street
EXISTING SURFACE TYPE AND STRUCTURES:
Asphalt over Concrete
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 05 = 2755 , 20 26 = 3500 Minor Artierial
PROPOSEDIMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING:
7 THICKNESS 37' WIDTH
X GRADING X CONCRETE _ RIGHT OF WAY
,AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
_ ARMOR COAT X 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
TYPE
CULVERT: DIAMETER LENGTH
DYES r TN /A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of concrete extensions onto existing street to establish center turn
lane.
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
*CITY
150
*STATE
(Nearest Ten h)
0.35 (State Unit of Measure)
*FEDERAL 1 *OTHER
PROJECT NUMBER:
TITLE:
Director of Public Works
(VILLAGE:
LIGHTING
TOTAL
150
B- 77(Y -02)
I. DATE:
COUNTY:
LOCATION DESCRIPTION:
Nebraska Street from 10th Street to Highway 75
EXISTING SURFACE TYPE AND STRUCTURES:
Asphalt over Brick
AVERAGE DAILY TRAFFIC:
ESTIMATED COST *COUNTY *CITY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
CITYt
Blair
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
20 05 = 1650 , 20 25 = 25001 Minor Arterial
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING:
X GRADING X CONCRETE RIGHT OF WAY
,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
EYES r TN /A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of PCC extensions on existing road to widen for center turn lane.
250
*STATE
(Nearest Tenth)
0.75 (State Unit of Measure)
*FEDERAL *OTHER
PROJECT NUMBER:
TITLE:
Director of Public Works
(VILLAGE:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
THICKNESS 37
WIDTH
LIGHTING
TOTAL
250
B- 65(Y -03)
DATE:
COUNTY:
LOCATION DESCRIPTION:
1st Street from Highway 30 to Jackson Street
EXISTING SURFACE TYPE AND STRUCTURES:
None
AVER AGE DAILY TRAFFIC:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
' CITY:
Blair
'VILLAGE:
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 0 , 20 26 = 1000 Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 7" THICKNESS CKNESS 35 WIDTH
X GRADING X CONCRETE X RIGHT OF WAY
,AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
,ARMOR COAT X DRAINAGE STRUCTURES _ FENCING
ASPHALT X EROSION CONTROL SIDEWALKS
El
LIGHTING
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 [ TN /A Bridges and Culverts Sized �X Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of a new overpass over railroad tracks and creek.
*FEDERAL *OTHER
ESTIMATED COST *COUNTY *CITY *STATE
(IN THOUSANDS)
*OPTIONAL 5000
Project Length =
SIGNATURE:
(Nearest Tenth)
0.5 (State Unit of Measure)
PROJECT NUMBER:
TITLE:
Director of Public Works
TOTAL
5000
B- 07(Y -01)
DATE:
COUNTY:
LOCATION DESCRIPTION:
Hollow Road
EXISTING SURFACE TYPE AND STRUCTURES:
Gravel
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
CITY:
Blair
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 50 , 20 26 = 200 Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Rural SURFACING: 6" THICKNESS 22' WIDTH
X GRADING _ CONCRETE X RIGHT OF WAY
X ,AGGREGATE _ CURB & GUTTER X UTILITY ADJUSTMENTS
,ARMOR COAT X DRAINAGE STRUCTURES _ FENCING
ASP HALT 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
°______eeeee=ee v a ° e==e==e eee .__________ ___ ®___ °_e__ao=ee_°e_____e__ --
YES N A Bridges and Culverts Sized LJH Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of new culverts and grading the road to establish drainage ways.
*CITY
100
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
*STATE
(Nearest Tenth)
0.32 (State Unit of Measure)
*FEDERAL
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
'VILLAGE
El LIGHTING
TOTAL
100
B- 04fY -01)
DATE:
COUNTY:
LOCATION DESCRIPTION:
Garfield Road
EXISTING SURFACE TYPE AND STRUCTURES:
None
AVERAGE DAILY TRAFFIC:
ESTIMATED COST *COUNTY *CITY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
100
I CITY:
Blair
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 20 , 20 26 = 50 Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: 7" THICKNESS 25' WIDTH
X GRADING X CONCRETE X RIGHT OF WAY
,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 CULVERT: SPAN RISE LENGTH TYPE
CULVERT: DIAMETER LENGTH TYPE
r1YES r TN /A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction Of PCC Pavement in existing right -of -way
*STATE
(Nearest Tenth)
0.13 (State Unit of Measure)
*FEDERAL
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
(VILLAGE:
LIGHTING
1
B- 03(Y -01)
TOTAL
100
I. DATE:
COUNTY:
LOCATION DESCRIPTION:
Repair and Replace Brick Streets
EXISTING SURFACE TYPE AND STRUCTURES:
Brick
AVERAGE DAILY TRAFFIC:
ESTIMATED COST 1 *COUNTY *CITY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
1000
I cITY. Blair
(Nearest Ten h)
4.0 (State Unit of Measure)
(VILLAGE:
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 = , 20 = 1 Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municipal SURFACING: THICKNESS WIDTH
!
GRADING X CONCRETE RIGHT OF WAY
,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
e=__e___- ee_vae_ee=ee=e=e ____________eva =eeee =e==e
DYES F X TN /A Bridges and Culverts Sized Hydraulic 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.
*STATE
*FEDERAL
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
nLIGHTING
TOTAL
1000
M -157SY -2131
DATE:
COUNTY:
LOCATION DESCRIPTION:
Highway bypass corridors - Highway 30 & 133 area to Highway 30 east and Highway 30 east to
Highway 75 north
EXISTING SURFACE TYPE AND STRUCTURES:
None
AVER
DESIGN STANDARD NUMBER:
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT: DIAMETER LENGTH
EYES r Ti A Bridges and Culverts Sized j( Hydraulic 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 northside of the city. (EIS to be completed in 2007)
ESTIMATED COST
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
AGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 06 = 0 , 20 26 = 5000 Local
X GRADING
_,AGGREGATE
,ARMOR COAT
ASPHALT
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
LCITY:
Blair (VILLA.
GE:
*COUNTY
7.75
PROPOSED IMPROVEMENT
Municipal SURFACING:
ACING:
X CONCRETE
X CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
*CITY
4,000
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE
*STATE
X RIGHT OF WAY
X UTILITY ADJUSTMENTS
X FENCING
SIDEWALKS
LENGTH
LENGTH
LENGTH
*FEDERAL
16,000
(Nearest Ten h) PROJECT NUMBER:
(State Unit of Measure)
TITLE:
Director of Public Works
11"
*OTHER
THICKNESS 24' WIDTH
LIGHTING
TOTAL
20,000
M-1 57(Y 1571
DATE:
TYPE
TYPE
TYPE
TYPE