2006-06Roads, State of Nebraska.
ATTEST:
L� ?A YE G1k u-
BRENDA R. WHEELER, CITY CLERK
(SEAL)
STATE OF NEBRASKA )
) :ss:
WASHINGTON COUNTY )
RESOLUTION NO. 2006-6
COUNCILMEMBER ABBOTT INTRODUCED THE FOLLOWING RESOLUTION:
BE IT RESOLVED by the Mayor and City Council of the City of Blair, Nebraska, that the
2006 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 February 14, 2006 be
and is hereby adopted with the projects listed on the "Form 7's" attached hereto and incorporated
by this reference herein.
BE IT FURTHER RESOLVED that a copy of said plan be filed with the Department of
COUNCILMEMBER FANOELE MOVED THAT THE RESOLUTION BE ADOPTED AS
READ, WHICH SAID MOTION WAS SECONDED BY COUNCILMEMBER WOLFF. UPON
ROLL CALL, COUNCILMEMBERS STEWART, SCHEVE, SHOTWELL, FANOELE,
ABBOTT, WOLFF, BIFFAR AND MCMANIGAL VOTING "AYE ", AND
COUNCILMEMBERS NONE VOTING "NAY", THE MAYOR DECLARED THE
FOREGOING RESOLUTION WAS PASSED AND ADOPTED THIS 14 DAY OF
FEBRUARY, 2006.
1
CITY OF BLAIR, NEBRASKA
BO
ES E. 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
14th day of February, 2006.
4 -4( UU/ CA'C
BRENDA R. WHEELER, CITY CLERK
COUNTY:
PROJECT NUMBER
B- 88(Y -04)
B- 89(Y -04)
B- 95(Y -04)
B- 99(Y -05)
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 11 REPORT OF PREVIOUS YEAR
HIGHWAY OR STREET IMPROVEMENT
YEAR ENDING:
LENGTH UNIT OF
NEARESTMNTI 0 MEASURE
NA MI
NA MI
02 MI
027 MI
2005 SHEET
CITY:
1
OF
Blair
PROJECTED CONTRACT
COST PROJECT
(IN THOUSANDS)
211 X
226 X
25
200 X
Director of Public Works
VILLAGE:
OWN
FORCES
X
DATE COMPLETED
(ACTUAL OR ESTIMATED)
October 2005
October 2005
April 2005
October 2005
DATE:
YEAR ENDING 2006
COUNTY:
PRIORITY
NUMBER
1
2
3
4
5
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 8 SUMMARY OF ONE -YEAR PLAN
PROJECT NUMBER
M -157 (Y -157)
B- 04(Y01)
B- 91(Y -04)
B -94 (Y -05)
B- 98(Y -06)
I CITY:
TITLE:
SHEET
1 OF
VILLAGE:
Blair
LENGTH UNIT OF ESTIMATED COST REMARKS
(NEAREST - TENTH) MEASURE (Thousands)
7.75 MI
0.32 MI
NA MI
0.4 MI
0.34 MI
Director of Public Works
20,000
100
700
100
300
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: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Function! Classification Map)
20 = , 20 — None
DESIGN STANDARD NUMBER:
X GRADING X CONCRETE X RIGHT OF WAY
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
[] YES r TN /A Bridges and Culverts Sized u Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of a new bypass from Highway 30 to Highway 75 and around the
Eastside of the city to Highway 75 on the Northside of the city. (EIS being completed at this time)
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
PROPOSED IMPROVEMENT
CL1 SURFACING:
*CITY *STATE *FEDERAL *OTHER
20,000
Nearest Tenth) ) PROJECT NUMBER:
7.75 (State Unit of Measure)
TITLE
Director of Public Works
Page 1
(VILLAGE:
THICKNESS 25' WIDTH
LIGHTING
TOTAL
20,000
M -157(Y -1571
1. DATE:
COUNTY:
LOCATION DESCRIPTION:
Hollow Road
EXISTING SURFACE TYPE AND STRUCTURES:
Rock
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
X GRADING
X AGGREGATE
ARMOR COAT
ASPHALT
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
, 20
CITY:
Blair
CONCRETE
— CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
ROADWAY WIDTH
ROADWAY WIDTH
BOX CULVERT: SPAN RISE
ESTIMATED COST
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
*COUNTY *CITY *STATE
100
(Nearest Tenth)
0.32 (State Unit of Measure)
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
PROPOSED IMPROVEMENT
SURFACING:
X RIGHT OF WAY
X UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
LENGTH
LENGTH
LENGTH
CULVERT: DIAMETER LENGTH
YES r TNIA Bridges and Culverts Sized I 'Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of new culverts and grading the road to establish drainage ways.
Page 1
*FEDERAL *OTHER
PROJECT NUMBER:
Local
VILLAGE:
THICKNESS
LIGHTING
TOTAL
100
B- 04SY -01)
DATE:
WIDTH
TYPE
TYPE
TYPE
TYPE
COUNTY:
LOCATION DESCRIPTION:
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
Highway 75 at Lincoln Street and Grant Street.
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
CITY:
Blair
(VILLAGE:
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
As2halt over Concrete
AVERAGE DAILY TRAFFIC:
20 = , 20 =
Major Arterial
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: SURFACING: THICKNESS WIDTH
- GRADING _ - CONCRETE - RIGHT OF WAY
AGGREGATE CURB & GUTTER X UTILITY ADJUSTMENTS
_ _
ARMOR COAT X DRAINAGE STRUCTURES FENCING
_
ASPHALT EROSION CONTROL X SIDEWALKS
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT: DIAMETER LENGTH
water runoff.
ESTIMATED COST I *COUNTY *CITY *STATE *FEDERAL
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
NA
(CLASSIFICATION TYPE: (as shown on Functional Classification Map)
,J I
ROADWAY WIDTH LENGTH TYPE
ROADWAY WIDTH LENGTH TYPE
SPAN RISE LENGTH TYPE
TYPE
YES r TN /A Bridges and Culverts Sized I 1 Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Reconstruction of storm sewer at the intersections identified to better handle storm
448
(Nearest Tenth)
(State Unit of Measure)
Page 1
252
PROJECT NUMBER:
TOTAL
700
B-91 (Y 04)
DATE:
TITLE:
Director of Public Works
*OTHER
r LIGHTING
COUNTY:
LOCATION DESCRIPTION:
25th Street from Hollow Road to County Road 31
EXISTING SURFACE TYPE AND STRUCTURES:
Dirt
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT:
aggregate surfacing.
ESTIMATED COST *COUNTY
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
X GRADING
X ,AGGREGATE
,ARMOR COAT
ASPHALT
YES r TN /A
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
, 20
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
(CITY:
Blair
CONCRETE
_ CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
*CITY
100
(Nearest Tenth)
0.4 (State Unit of Measure)
(VILLAGE:
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE
*STATE
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
SURFACING:
_ RIGHT OF WAY
X UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
Page 1
LENGTH
LENGTH
LENGTH
DIAMETER LENGTH
Bridges and Culverts Sized I 'Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of new drainage structures and grading of existing roadway with
*FEDERAL
PROJECT NUMBER:
TITLE:
Director of Public Works
*OTHER
THICKNESS
r LIGHTING
TYPE
TYPE
TYPE
TYPE
TOTAL
100
B- 94(Y -05)
I. DATE:
WIDTH
COUNTY:
LOCATION DESCRIPTION:
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
Highwa_ys 30/75 from 14th Street to 18th Street
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
(VILLAGE:
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
As2halt over Brick over Concrete
AVERAGE DAILY TRAFFIC: (CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 1 = 1553E. , 20 =
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: SURFACING:
SIGNATURE:
- GRADING X - CONCRETE _ - RIGHT OF WAY
_ 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
pi YES r X TN /A Bridges and Culverts Sized I 1 Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Removal of existing asphalt overlay and brick and replace with 4 inches of asphalt
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL
(IN THOUSANDS)
*OPTIONAL
Project Length =
150 150
(Nearest Tenth)
0.34 (State Unit of Measure)
Page 1
PROJECT NUMBER:
TITLE:
Director of Public Works
Artierial
*OTHER
THICKNESS 54' WIDTH
LIGHTING
TOTAL
300
B -98 (Y -06)
DATE:
COUNTY:
PRIORITY
NUMBER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 9 SUMMARY OF SIX -YEAR PLAN
SIX -YEAR PERIOD ENDING: 2006 SHEET 1 OF
CITY: VILLAGE:
Blair
PROJECT NUMBER LENGTH UNIT OF ESTIMATED COST
ptEaatsr- rFp MEASURE (Thousands)
M -157 (Y -157)
B -04 (Y -01)
B -91 (Y -04)
B -94 (Y -05)
B- 98(Y -06)
M -157(Y -213)
B -03 (Y -01)
B -07 (Y -01)
B -65 (Y -03)
B -76 (Y -02)
B -77 (Y -02)
B -79 (Y -02)
B -83 (Y -03)
B -96 (Y -05)
B -97 (Y -05)
4.0
0.32
NA
0.4
0.34
4.0
0.13
0.5
0.75
0.5
0.35
NA
0.2
0.7
0.4
MI
MI
MI
MI
MI
MI
MI
MI
MI
MI
MI
MI
MI
MI
MI
20,000
100
500
100
300
500
100
5000
250
700
150
175
150
800
200
REMARKS
TITLE:
Director of Public Works
DATE:
'COUNTY:
UNTY:
LOCATION DESCRIPTION:
Repair and replacement of brick streets.
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or Bridge)
Brick
AVERAGE DAILY TRAFFIC:
20 = , 20 =
Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: SURFACING: THICKNESS 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
r1YES r X TN /A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Brick streets will be evaluated on a street by street bases to determine best
course of action in wether repair or replacement.
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER
(IN THOUSANDS)
*OPTIONAL 500
Project Length =
SIGNATURE::
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
CITY:
Blair
GRADING X - CONCRETE - RIGHT OF WAY
_ _
AGGREGATE X CURB & GUTTER UTILITY ADJUSTMENTS
,ARMOR COAT DRAINAGE STRUCTURES FENCING
_ _
X ASPHALT EROSION CONTROL SIDEWALKS
(Nearest Tenth)
4.0 (State Unit of Measure)
(CLASSIFICATION TYPE: (as shown on Functional Class cation Map)
.J I
PROJECT NUMBER:
TITLE:
Director of Public Works
Page 1
'VILLAGE:
ri LIGHTING
TOTAL
500
M -157(Y -213)
I. DATE:
- COUNTY:
LOCATION DESCRIPTION:
Garfield Road
ESTIMATED COST *COUNTY *CITY *STATE
(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
CITY: !VILLAGE:
Blair
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)
20 = , 20 = Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: RL2 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
nYES r TN /A Bridges and Culverts Sized I X 'Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction Of PCC pavement in existing right - - Way.
(Nearest Tenth)
0.13 (State Unit of Measure)
*FEDERAL
PROJECT NUMBER:
*OTHER
El
LIGHTING
TOTAL
100
B- 03LY -01)
TITLE:
Director of Public Works
Page 1
DATE:
COUN
TY:
LOCATION DESCRIPTION:
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
CITY:
Blair
1st Street from Highway 30 to Jackson Street.
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
(VILLAGE:
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 = , 20 = Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: SURFACING: THICKNESS 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 X TN /A Bridges and Culverts Sized I 1 Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction od new overpass over railroad tracks and creek.
ESTIMATED COST *COUNTY *CITY
(IN THOUSANDS)
*OPTIONAL 5000
Project Length =
SIGNATURE:
(Nearest Tenth)
nth)
0.5 (State Unit of Measure)
*STATE I *FEDERAL *OTHER
Page 1
PROJECT NUMBER:
TITLE:
Director of Public Works
LIGHTING
TOTAL
5000
B- 07(Y -01)
DATE:
COUNTY:
LOCATION DESCRIPTION:
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
Nebraska Street from 10th Street to Highway 75
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
'CITY: 'VILLAGE:
Blair
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
As2halt over Concrete
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
CULVERT:
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
SIGNATURE:
X GRADING
AGGREGATE
ARMOR COAT
X ASPHALT
n YES r X TN /A
ESTIMATED COST
(IN THOUSANDS)
*OPTIONAL
Project Length =
, 20
X CONCRETE
X CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
*COUNTY *CITY
250
ROADWAY WIDTH
ROADWAY WIDTH
*STATE
(Nearest Tenth)
0.75 (State Unit of Measure)
CLASSIFICATION TYPE:
PROPOSED IMPROVEMENT
SURFACING:
RIGHT OF WAY
_ UTILITY ADJUSTMENTS
FENCING
X SIDEWALKS
LENGTH
LENGTH
SPAN RISE LENGTH
DIAMETER LENGTH
Bridges and Culverts Sized I 'Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of PCC extensions on existing road to widen for center turn lane.
Page 1
*FEDERAL *OTHER
PROJECT NUMBER:
TITLE:
Director of Public Works
(as shown on Functional Classification Map)
Minor Arterial
THICKNESS
{5 LIGHTING
TOTAL
250
B- 65(Y -03)
DATE:
WIDTH
TYPE
TYPE
TYPE
TYPE
COUNTY:
LOCATION DESCRIPTION:
10th Street from Prospect Street to Grant Street
EXISTING SURFACE TYPE AND STRUCTURES:
Rock
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
SIGNATURE:
X GRADING
AGGREGATE
ARMOR COAT
ASPHALT
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT:
OYES r TN /A
Project Length =
, 20
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
RC2
CITY:
Blair
X CONCRETE
X CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
Bridges and Culverts Sized
ESTIMATED COST *COUNTY *CITY
(IN THOUSANDS)
*OPTIONAL 140
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE LENGTH
*STATE
(Nearest Tenth)
0.5 (State Unit of Measure)
X RIGHT OF WAY
X UTILITY ADJUSTMENTS
FENCING
X SIDEWALKS
Page 1
LENGTH
LENGTH
DIAMETER LENGTH
X1Hydraulic Analysis Pending
*FEDERAL *OTHER
560
PROJECT NUMBER:
TITLE:
Director of Public Works
1VILL
E:
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
Collector
PROPOSED IMPROVEMENT
SURFACING: 7" THICKNESS 31' WIDTH
OTHER CONSTRUCTION FEATURES: Construction with PCC pavement to include storm sewer.
nLIGHTING
TYPE
TYPE
TYPE
TYPE
TOTAL
700
B -76(Y 02)
DATE:
COUNTY:
LOCATION DESCRIPTION:
Asphalt over Concrete
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
CULVERT:
SIGNATURE:
X GRADING
AGGREGATE
ARMOR COAT
ASPHALT
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
Project Length =
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
EXISTING SURFACE TYPE AND STRUCTURES:
, 20 =
ESTIMATED COST *COUNTY *CITY
(IN THOUSANDS)
*OPTIONAL
0.35
150
Blair
16th Street from Nebraska Street to Adams Street
X CONCRETE
X CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
PROPOSED IMPROVEMENT
SURFACING:
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE LENGTH
DIAMETER LENGTH
[]YES r TN /A Bridges and Culverts Sized (X 1 Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of concrete extensions onto existing street to establish center turn
lane.
*STATE
(Nearest Tenth)
(State Unit of Measure)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
Minor Arterial
RIGHT OF WAY
X UTILITY ADJUSTMENTS
FENCING
X SIDEWALKS
Page 1
LENGTH
LENGTH
*FEDERAL *OTHER
PROJECT NUMBER:
'VILLAGE:
THICKNESS
[]LIGHTING
WIDTH
TYPE
TYPE
TYPE
TYPE
TOTAL
150
B- 77(Y -02)
TITLE
Director of Public Works
DATE:
COUNTY:
LOCATION DESCRIPTION:
Highway 91 at 23rd Street
EXISTING SURFACE TYPE AND STRUCTURES:
As2halt over Concrete
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
X GRADING
AGGREGATE
,ARMOR COAT
X ASPHALT
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 X TN /A Bridges and Culverts Sized I 1 Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Reconstruction of the intersection to allow for Zest turn lane and better sight distance.
ESTIMATED COST
(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
, 20 =
X CONCRETE
X CURB & GUTTER
— DRAINAGE STRUCTURES
EROSION CONTROL
*COUNTY *CITY *STATE
175
CITY:
Blair
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
Major Collector
PROPOSED IMPROVEMENT
SURFACING:
(Nearest Tenth)
NA (State Unit of Measure)
X RIGHT OF WAY
X UTILITY ADJUSTMENTS
FENCING
X SIDEWALKS
Page 1
*FEDERAL *OTHER
PROJECT NUMBER:
TITLE:
Director of Public Works
'VILLAGE:
10" THICKNESS 38' WIDTH
LIGHTING
TOTAL
175
B- 79ff-02)
DATE
COU
LOCATION DESCRIPTION:
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
Blair
Arthur Street from 2nd Street to Blaine Road
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
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)
20 = , 20 = Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: RL2 SURFACING: 7"
THICKNESS 25' WIDTH
SIGNATURE:
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
nYES r TN /A Bridges and Culverts Sized I X1HydraulicAnalysis Pending
OTHER CONSTRUCTION FEATURES: Construction of PCC pavement in existing right-of-way.
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER
(IN THOUSANDS)
*OPTIONAL 150
Project Length =
(Nearest Tenth)
0.2 (State Unit of Measure)
Page 1
PROJECT NUMBER:
TITLE:
Director of Public Works
(VILLAGE:
nLIGHTING
TOTAL
150
B- 83SY -03)
DATE:
COUNTY:
LOCATION DESCRIPTION:
Nebraska Street from Hansen Drive to Highway 91.
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
X GRADING
AGGREGATE
ARMOR COAT
ASPHALT
FORM 7 ONE- AND SIX -YEAR PLAN
HIGHWAY OR STREET IMPROVEMENT PROJECT
, 20
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
RL2
CITY:
Blair
X CONCRETE
X CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
CLASSIFICATION TYPE:
PROPOSED IMPROVEMENT
SURFACING:
(as shown on Functional Classification Map)
Local
X RIGHT OF WAY
X UTILITY ADJUSTMENTS
X FENCING
X SIDEWALKS
(VILLAGE:
THICKNESS 25' WIDTH
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
r]YES r TN /A Bridges and Culverts Sized 1 X 1Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of the extension of Nebraska Street from Hansen Drive to Highway 91.
ESTIMATED COST
(IN THOUSANDS)
*OPTIONAL
Project Length =
SIGNATURE:
*COUNTY *CITY *STATE *FEDERAL
800
(Nearest Tenth)
1.0 (State Unit of Measure)
PROJECT NUMBER:
TITLE:
Director of Public Works
Page 1
*OTHER
TOTAL
800
B- 96(Y -05)
COUNTY:
LOCATION DESCRIPTION:
Paving of 3rd Street from Grant Street to Sheridan Drive
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)
20 = , 20 =
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: RL2 SURFACING:
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
J]YES r TN /A Bridges and Culverts Sized 1 .2.< Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of PCC pavement in existing right -of -Way.
ESTIMATED COST 1 *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
X GRADING X - CONCRETE _ - RIGHT OF WAY
,AGGREGATE
X CURB & GUTTER _ UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES _ FENCING
ASPHALT X EROSION CONTROL SIDEWALKS
*CITY *STATE
200
(Nearest
Tenth)
0.4 (State Unit of Measure)
Page 1
*FEDERAL
TITLE:
Director of Public Works
PROJECT NUMBER:
Local
*OTHER
!VILLAGE
THICKNESS 25' WIDTH
r^ ! LIGHTING
TOTAL
200
B- 97(Y -05)
1. DATE: