2010-25COUNCILMEMBER ABBOTT INTRODUCED THE FOLLOWING RESOLUTION:
WHEREAS, pursuant to Resolution 2010 —1, the Mayor and City Council of the City of
Blair, Nebraska, adopted the 2010 One and Six Year Plan for the construction and maintenance
and repair of the streets of the City of Blair, Nebraska.
WHEREAS, CERTAIN AMENDMENTS HAVE BEEN MADE TO SAID One and Six
Year Plan necessitating an amendment to such plan.
BE IT RESOLVED by the Mayor and City Council of the City of Blair, Nebraska, that
the 2010 One and Six Year Plan for the construction and maintenance and repair of the streets of
the City of Blair, Nebraska, as prepared by the City Street Superintendent and dated January 18,
2010, be and hereby amended to add the projects listed on the "Form 10's" attached hereto and
incorporated by this reference herein.
BE IT FURTHER RESOLVED that the amendments to said One and Six Year Plan be
filed with the State of Nebraska Department of Roads.
COUNCIL MEMBER KEPHART MOVED THAT THE RESOLUTION BE ADOPTED AS
READ, WHICH SAID MOTION WAS SECONDED BY COUNCIL MEMBER JENSEN.
UPON ROLL CALL, COUNCIL MEMBERS FANOELE, ABBOTT, WOLFF, JENSEN,
KEPHART, STEWART, SHEPARD, CHRISTIANSEN VOTING "AYE ", AND COUNCIL
MEMBERS NONE VOTING "NAY, THE MAYOR DECLARED THE FOREGOING
RESOLUTION PASSED AND ADOPTED THIS 13TH DAY OF APRIL, 2010
ATTEST:
NDA R. WHEELER, CITY CLERK
(SEAL)
STATE OF NEBRASKA )
) :ss:
WASHINGTON COUNTY )
RESOLUTION NO. 2010 - 25
CITY OF BLAIR, NEBRASKA
S 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
13 day of April, 2010.
A R. WHEELER, CITY CLERK
FORM 1
NOTIFICATION Vt I OF ONE-YEA
Blair
REASON FOR REVISION: Winter Damage to Road
LOCATION DESCRIPTION: 25th Street south of Highway 75
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Asphalt over PCC
AVERAGE DAILY TRAFFIC:
20 10 = 100 , 20 30
CULVERT:
GRADING
AGGREGATE
ARMOR COAT
X ASPHALT
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
CONCRETE
200
CLASSIFICATION TYPE:
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Munic al SURFACING: 2" THICKNESS 25' WIDTH
CURB & GUTTER
DRAINAGE STRUCTURES
EROSION CONTROL
ROADWAY WIDTH
ROADWAY WIDTH
SPAN
RIGHT OF WAY
UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
LENGTH
LENGTH
RISE LENGTH
DIAMETER LENGTH
Sized 11Hydraulic Analysis Pending
IIYES I x 1N /A
OTHER CONSTRUCTION FEATURES Mill and overlay 2 inches of asphalt over existing pavement.
(IN THOUSANDS)
Project Length =
SIGNATURE:
Bridges and Culverts
1.5 ( �
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
Q.01 (State Unit of Measure)
Page 1
(as shown on Functional Classification Map)
Local
0LIGHTING
TITLE: DATE:
Director of Public Works
TYPE
TYPE
TYPE
TYPE
ESTIMATED COST I *COUNTY *CITY *STATE 1 *FEDERAL *OTHER TOTAL
1.5
B- 131(Y -10)
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION OF REVISION OF ONE-YEAR PLAN
Ic nr !VILLAGE:
Blair
REASON FOR REVISION: Winter IDamaRe to Road
COUNTY:
LOCATION DESCRIPTION: Nebraska Street from 1 4th to 1 5th Streets
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 10 = 500 20 30 = 1000
Collector
PROPOSED IMPROVEMENT i
DESIGN STANDARD NUMBER: Municpal SURFACING: 2" THICKNESS 25' WIDTH
GRADING CONCRETE RIGHT OF WAY ®LIGHTING
_
AGGREGATE — & 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 I x 1N /A Bridges and Culverts Sized [__Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Mill and overlay 2 inches of asphalt over existing pavement.
SIGNATURE
ESTIMATED
COST *COUNTY *CITY . *STATE *FEDERAL *OTHER TOTAL
20
(IN THOUSANDS) 20
*OPTIONAL
W „ 1 (Nearest Tenth)
0.08 (State Unit of Measure)
.;;KYLE., DATE:
Director of Public Works
Project Length =
Page 1
B- 130(Y -10)
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
F 1
NOTIFICATION EVISI N OF ONE-YEAR PLAN
COUNTY: 1CITY 'VILLAGE:
Blair
REASON FOR REVISION: Winter Damage to Road
LOCATION DESCRIPTION: Westridge Drive from 2944 Westrid a to 100 feet west of 28th Avenue
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Asphalt over PCC
AVERAGE DAILY CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 100 , 20 30 = 200 Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municpal SURFACING: 2" THICKNESS 25' WIDTH
SIGNATURE:
_ GRADING � _ 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
1�YES 1 x 1 N/A Bridges and Culverts Sized u Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Mill and overlay 2 inches of asphalt over existing pavement north lane only.
ESTIMATED COST *COUNTY
(IN THOUSANDS)
Project Length =
*CITY
3.3
*STATE
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
0.02 (State Unit of Measure)
Page 1
*FEDERAL *OTHER
TITLE:
Director of Public Works
El LIGHTING
DATE:
TOTAL
3.3
B -129 fY -10)
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION VII ONE-YEAR PLAN
ICITY: 'VILLAGE:
Blair
REASON FOR REVISION: Winter Damage to Road
COUNTY:
LOCATION DESCRIPTION: 1938 Park Street
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Asphalt over PCC
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 100 , 20 30 = 200 Local
PROPOSED1MPROVEMENT
DESIGN STANDARD NUMBER: Municpal SURFACING: 2" THICKNESS 25' . WIDTH
D
_ RIGHT OF WAY
AGGREGATE CURB & GUTTER _ UTILITY ADJUSTMENTS
—
ARMOR COAT �_ DRAINAGE STRUCTURES _ FENCING
C ASPHALT EROSION CONTROL SIDEWALKS
GRADING CONCRETE
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 1N /A Bridges and Culverts Sized 11Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Mill and overlay 2 Inches of asphalt over existing pavement north lane only.
ESTIMATED COST I *COUNTY 1 *CITY 1 *STATE 1 *FEDERAL. *OTHER TOTAL
1.6
(IN THOUSANDS)
Project Length =
SIGNATURE:
1.6 1 I
*OPTIONAL
(Nearest Tenth } , „.. PROJECT NUMBER:
0.01 (State Unit of Measure)
TITLE:
Director of Pudic Works
Page 1
El LIGHTING
D ATE:
B-1 28(Y 10)
REASON FOR REVISION: Winter Damage to Road
LOCATION DESCRIPTION: South Street from 23rd to 21st Streets
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Asphalt over PCC
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 500 , 20 30 = 1000 Collector
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municpal L1 SURFACING: 2" THICKNESS 25' WIDTH
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH .TYPE
NEW BRIDGE: ROADWAY WIDTH LENGTH . TYPE
a
BOX CULVERT: SPAN _ RISE LENGTH TYPE
CULVERT: DIAMETER LENGTH TYPE
OYES I x 1 N/A Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Mill and overlay 2 inches of asphalt over existing pavement north lane only.
- SIGNATURE:
! _ 'GRADING ! _ CONCRETE _ RIGHT OF WAY
_ AGGREGATE _ CURB & GUTTER UTILITY ADJUSTMENTS
_ ARMOR COAT DRAINAGE STRUCTURES _ • FENCING
X ASPHALT EROSION CONTROL _SIDEWALKS
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION OF REVI ION OF NE -Y
Blair
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS) 20 20
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
Project Length = 0.15 (State Unit of Measure) B- 127(Y -10) .
TITLE:
Director of Public Works
Page 1
El LIGHTING
DATE:
DESIGN STANDARD NUMBER:
GRADING
,AGGREGATE
— ARMOR GOAT
X ASPHALT
Project Length =
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION REVISION .Y PLAN
COUNTY:
CITY: VILLA
Blair . .
REASON FOR REVISION: Winter Damage to Road
LOCATION DESCRIPTION: Grant Street from Industrial Road to Wetlands Drive
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge)
shown on Functional Classification Map) h
CLASSIFICATION TYPE: (as so
AVERAGE DAILY TRAFFIC: TYPE:
20 10 = 500 , 20 30 = 1000 Collector
PROPOSED IMPROVEMENT
Municpat SURFACING: 4 1 , ., THICKNESS 25' WIDTH
CONCRETE — _ RIGHT OF WAY D LIGHTING
CURB & GUTTER — UTILITY ADJUSTMENTS
DRAINAGE STRUCTURES _ FENCING
EROSION CONTROL SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH
NEW BRIDGE: ROADWAY WIDTH LENGTH
BOX CULVERT: SPAN RISE LENGTH
CULVERT: DIAMETER LENGTH
OYES i x 1 NIA Bridges and Culverts Sized U Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Mill and overlay 4 inches of asphalt over existing pavement.
Asphalt
TYPE
TYPE
TYPE
TYPE
ESTIMATED COST ...,...
COUNTY *CITY *STATE *FEDERAL *OTHER . TOTAL
(IN THOUSANDS) 52.5
52.5
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
0.1 (State Unit of Measure) B- 126(Y -10)
TITLE
Director of Public Works
Page 1
DATE:
Blair
REASON FOR REVISION: Winter Damage to Road
LOCATION DESCRIPTION: Jackson Street from 15th to 16th Streets
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Asphalt over PCC
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 500 , 20 30 = 1000] Collector
_PUMMMINA
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: MUtliepal SURFACING: 2" THICKNESS 25' WIDTH
CULVERT:
GRADING
AGGREGATE
ARMOR COAT
X ASPHALT
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
Project Length =
FORM 10
NOTIFICATION OF REVISION OF ONE-YEAR PLAN
1.0.1.1■0
■■■■■
■•■•••
••■■■■•
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
CONCRETE
CURB & GUTTER
DRAINAGE STRUCTURES
_ EROSION CONTROL
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE
RIGHT OF WAY
UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
Page 1
LENGTH
LENGTH
LENGTH
DIAMETER LENGTH
OYES 1 x 1N/A Bridges and Culverts Sized ' Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Mill and overlay 2 inches of asphalt over existing pavement.
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER
(IN THOUSANDS) 16
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
0.06 (State Unit of Measure)
LIGHTING
SIGNATURE: TITLE: DATE:
Director of Public Works
TYPE
TYPE
TYPE
TYPE
TOTAL
16
B-125(Y-10)
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION VI 1 ON OF ONE-YEAR PLAN
.
.,.� . TY ..... _ ILLAG
COUNTY: CI V :
Blair
REASON FOR REVISION: Winter Damage to Road
LOCATION DESCRIPTION: Jackson Street from 2nd Street to River Road
EXISTING SURFACE TYPE AND STRUCTURES :(such as dirt, gravel, asphalt, concrete, culvert or bridge) Asphalt
AVERAGE DAILY TRAFFIC:
20 10 = 500 , 20 30
DESIGN STANDARD NUMBER:
GRADING
AGGREGATE
ARMOR COAT
X ASPHALT
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
SIGNATURE:
Project Length =
PROPOSED IMPROVEMENT
Municpal SURFACING: 2" THICKNESS 25' WIDTH
CONCRETE
CURB & GUTTER
DRAINAGE STRUCTURES
EROSION CONTROL
ROADWAY WIDTH LENGTH TYPE
ROADWAY WIDTH LENGTH _ TYPE
SPAN RISE LENGTH TYPE
DIAMETER - +LENGTH TYPE
!.J
Bridges and Culverts Sized Hydraulic Analysis Pending
CULVERT:
[DYES x 1N /A
OTHER CONSTRUCTION FEATURES MITI and overlay 2 inches of asphalt over existing pavement.
CLASSIFICATION TYPE:
RIGHT OF WAY
UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER
(IN THOUSANDS) 35
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
0.13 (State Unit of Measure)
TITLE:
Director of Public Works
Page 1
(as shown on Functional Classification Map)
Collector
El LIGHTING
TOTAL
B- 124(Y --10)
DATE:
COUNTY:
DESIGN STANDARD NUMBER:
]GRAD
AGGREGATE
ARMOR COAT
ING ASPHALT
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
Project Length
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 1
NOTIFICATION OF REM ISION OF ONE-YEAR PLAN
Blair
REASON FOR REVISION: Winter Damage to Road
LOCATION DESCRIPTION: 10th Street from 300 feet north of Jackson Street to Adams Street
EXISTING SURFACE TYPE AND STRUCTURES :(such as dirt, gravel, asphalt, concrete, culvert or bridge)
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 500 , 20 30 = 1000 Collector
PROPOSED IMPROVEMENT
MuniCpal SURFACING: 2" THICKNESS 25' WIDTH
_ _ CONCRETE �_ RIGHT OF WAY
CURB & GUTTER UTILITY ADJUSTMENTS
_
DRAINAGE STRUCTURES FENCING
EROSION CONTROL. SIDEWALKS
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE
Page 1
LENGTH
LENGTH
LENGTH
CULVERT: DIAMETER LENGTH
OYES 1 x 1N/A Bridges end Culverts Sized !J Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Mill and overlay 2 inches of asphalt over existing pavement.
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL l *OTHER
(lN THOUSANDS) 47.5 1
*OPTIONAL
( ' Nearest Tenth) PROJECT NUMBER:
0.18 (State Unit of Measure)
TITLE:
Director of Public Works
Asphalt
LIGHTING
DATE:
TYPE
TYPE
TYPE
TYPE
TOTAL
47.5
B- 123(Y -10)
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 0
NOTIFICATION F REVISION OF ONE-YEAR PLAN
Blair
REASON FOR REVISION: Winter Damage to Road
LOCATION DESCRIPTION: Intersection of 12th and State Streets
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Asphalt over P00
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 100 , 20 30 = 200 Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municpal SURFACING: 2" THICKNESS 25` WIDTH
GRADING CONCRETE RIGHT OF WAY
AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS
_ ARMOR COAT DRAINAGE STRUCTURES FENCING
X ASPHALT EROSION CONTROL SIDEWALKS
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 ( x. 1N/A Bridges and Culverts Sized II Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Mill and overlay 2 inches of asphalt over existing pavement.
ESTIMATED COST 1 *COUNTY *CITY *STATE *FEDERAL. *OTHER TOTAL
(lN THOUSANDS) 1 ....
1
*OPTIONAL
J CT NUMBER: ,.,,.. , , ,., ....... ............ . .... . ��. ,.,.� „.,,,,.,d,..,.....,.,..,., .,.,., ,,..,,
(Nearest Tenth) PROJECT PR E
0.01 (State Unit of Measure) B- 1221( -10)
Project Length =
SIGNATURE:
TITLE:
Director of Public Works
Page 1
DATE:
FORM 10
NOTIFICATION OF REVISION OF ONE-YEAR PLAN
REASON FOR REVISION: Winter Damage to Road
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
LOCATION DESCRIPTION: 16th Street from Nebraska Street to 200 feet north of Park Street.
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Asphalt over PCC
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 10 = 500 , 20 30 = 1000 Collector
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: Municpal SURFACING: 2" THICKNESS 25' 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
OYES I x 1N/A Bridges and Culverts Sized 11Hydraulio Analysis Pending
OTHER CONSTRUCTION FEATURES Mill and overlay 2 inches of asphalt over existing pavement.
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL
(IN THOUSANDS) 35 35
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
Project Length = 0.13 (State Unit of Measure)
SIGNATURE:
GRADING CONCRETE RIGHT OF WAY
AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS
ARMOR COAT DRAINAGE STRUCTURES FENCING
X ASPHALT EROSION CONTROL SIDEWALKS
Blair
TITLE:
Director of Public Works
Page 1
E:1LIGHTING
B-121(Y-10)
DATE: