2006-47ATTEST:
/46%1
B1ENDA R. WHEELER, CITY CLERK-
COUNCILMEMBER ABBOTT INTRODUCED THE FOLLOWING RESOLUTION:
WHEREAS, pursuant to Resolution No. 2006 -6, the Mayor and City Council of the City of
Blair, Nebraska, adopted the Year 2006 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
Year 2006 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 February 14,
2006, be and hereby is 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 Depaitment of Roads, State of Nebraska.
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,
MCMANIGAL, ABBOTT, WOLFF AND BIFFAR VOTING "AYE ", AND
COUNCILMEMBERS NONE VOTING "NAY ", THE MAYOR DECLARED THE
FOREGOING RESOLUTION WAS PASSED AND ADOPTED THIS 24 DAY OF OCTOBER,
2006.
(SEAL)
RESOLUTION NO. 2006 - 47
1
CITY OF BLAIR, NEBRASKA
ES E. REALPH, MAYOR
STATE OF NEBRASKA )
) :ss:
WASHINGTON COUNTY )
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
24th day of October, 2006.
BREW "VR. WHEELER, CITY CLERK
COUNTY:
REASON FOR REVISION:
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT:
(IN THOUSANDS) COUNTY *CITY
Project Length =
SIGNATURE
X ,GRADING
AGGREGATE
,ARMOR COAT
X ASPHALT
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION OF REVISION OF ONE -YEAR PLAN
YES I 1N /A
CITY:
Blair
Paving of County Road 26 for new subdivision
LOCATION DESCRIPTION: From highway 30 to 1270 feet west
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Seal Coat
, 20 =
RL2
CONCRETE
CURB & GUTTER
_ DRAINAGE STRUCTURES
X EROSION CONTROL
75
'CLASSIFICATION TYPE: (as shown on Functional Classification Map)
Local
PROPOSED IMPROVEMENT
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE
RIGHT OF WAY
_ UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
DIAMETER LENGTH
Bridges and Culverts Sized U Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of ACC Pavement in existing Right of wax
*STATE *FEDERAL
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
024 (State Unit of Measure)
TfrLE:
Director of Public Works
Page 1
SURFACING:
LENGTH
LENGTH
LENGTH
it
*OTI-IER
(VILLAGE:
THICKNESS 24' WIDTH
LIGHTING
TYPE
TYPE
TYPE
TYPE
TOTAL
75
B-1 06V-06)
DATE:
"COUNTY:
(CITY: (VILLAGE:
Blair
REASON FOR REVISION: Paving of County Road 31 for new subdivision
LOCATION DESCRIPTION: From County Road 26 to 462 feet north
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Rock
AVERAGE DAILY TRAFFIC:
20 = , 20 =
Local
DESIGN STANDARD NUMBER: RL2 SURFACING: 6" THICKNESS 24' WIDTH
X GRADING _ _
CONCRETE RIGHT OF WAY
,AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS
_ _
,ARMOR COAT _ 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
YES I 1N /A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of ACC Pavement in existing Right - - way
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION OF REVISION OF ONE -YEAR PLAN
PROPOSED IMPROVEMENT
ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL
(IN THOUSANDS) 25
*OPTIONAL
(Nearest Tenth)
0.09 (State Unit of Measure)
Project Length =
SIGNATURE:
J CLASSIFICATION TYPE: (as shown on Functional Classification Map)
PROJECT NUMBER:
TITLE:
Director of Public Works
Page 1
*OTHER
LIGHTING
B- 1077Y -06)
DATE
TOTAL
25
COUNTY:
REASON FOR REVISION:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION OF REVISION OF ONE -YEAR PLAN
IC
TY:
Blair
Paving of Ravae Lane for new subdivision
LOCATION DESCRIPTION: From County Road 26 to County Road 31
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Dirt
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
X GRADING
,AGGREGATE
,ARMOR COAT
ASPHALT
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT: DIAMETER LENGTH TYPE
YES 1N/A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of PCCpavement in existing right -of -way including storm sewer
, 20
X CONCRETE
X CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
ESTIMATED COST *COUNTY I *CITY
(IN THOUSANDS)
Project Length =
SIGNATURE:
— CLASSIFICATION TYPE: (as shown on Function! Classification Map)
Local
PROPOSED IMPROVEMENT
RL2 SURFACING:
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE
200
RIGHT OF WAY
_ UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
*STATE *FEDERAL
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
0.23 (State Unit of Measure)
TfrLE:
Director of Public Works
Page 1
*OTHER
(VILLAGE:
THICKNESS 25' WIDTH
12 I
LIGHTING
LENGTH TYPE
LENGTH TYPE
LENGTH TYPE
B- 105(Y -06)
DATE:
TOTAL
200
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
'COUNTY:
FORM 10
NOTIFICATION OF REVISION OF ONE -YEAR PLAN
TY:
(VILLAGE:
Blair
REASON FOR REVISION: Paving of Sunridge Circle for new subdivision
lc
LOCATION DESCRIPTION: From Ravae Lane to end of Cul -de -sac
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, grave!, asphalt, concrete, culvert or bridge) Dirt
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 = , 20 = Local
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: RL2 SURFACING:
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT:
Project Length =
SIGNATURE:
X GRADING X CONCRETE _ RIGHT OF WAY
,AGGREGATE
X CURB & GUTTER _ UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES _ FENCING
ASPHALT X EROSION CONTROL SIDEWALKS
ROADWAY WIDTH LENGTH TYPE
ROADWAY WIDTH LENGTH TYPE
SPAN RISE LENGTH TYPE
DIAMETER LENGTH TYPE
YES I 1N /A Bridges and Culverts Sized I___I Hydraulic Analysis Pending
ESTIMATED THOUS A COST *COUNTY
THOUSANDS)
*CITY I *STATE
50
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
0.05 (State Unit of Measure)
*FEDERAL
TrrLE:
Director of Public Works
Page 1
*OTHER
THICKNESS 25' WIDTH
LIGHTING
OTHER CONSTRUCTION FEATURES Construction of PCCpavement in .existing ri . ght -of -war including storm sewer
DATE:
TOTAL
50
B- 104(Y -06)
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION OF REVISION OF ONE -YEAR PLAN
!CITY. (VILLAGE:
Blair
REASON FOR REVISION: Paving of Voss Drive for new subdivision
COUNTY
LOCATION DESCRIPTION: From 85 feet north of Hickory Circle to Fieldcrest Drive
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Dirt
AVERAGE DAILY TRAFFIC:
20 = , 20 =
PROPOSED IMPROVEMENT
DESIGN STANDARD NUMBER: RL2 SURFACING:
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT:
X GRADING X CONCRETE RIGHT OF WAY
,AGGREGATE X CURB & GUTTER UTILITY ADJUSTMENTS
,ARMOR COAT X DRAINAGE STRUCTURES _ FENCING
ASPHALT X EROSION CONTROL SIDEWALKS
YES J 1N /A Bridges and Culverts Sized Li Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of PCCpavement in existing right -of -war including storm sewer
ESTIMATED COST * COUNTY
(IN THOUSANDS) �
*CITY
25
*STATE
*FEDERAL
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
0.03 (State Unit of Measure)
Project Length =
'CLASSIFICATION TYPE: (as shown on Functional Classification Map)
[TILE:
Director of Public Works
Page 1
*OTHER
THICKNESS 25' WIDTH
Local
LIGHTING
ROADWAY WIDTH LENGTH TYPE
ROADWAY WIDTH LENGTH TYPE
SPAN RISE LENGTH TYPE
DIAMETER LENGTH TYPE
TOTAL
25
B- 103(Y --06)
COUNTY:
REASON FOR REVISION:
AVERAGE DAILY TRAFFIC:
20 =
DESIGN STANDARD NUMBER:
CULVERT:
SIGNATURE:
X GRADING
,AGGREGATE
,ARMOR COAT
ASPHALT
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
nYES ' 1N /A
ESTIMATED COST
(IN THOUSANDS)
Project Length =
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION OF REVISION OF ONE -YEAR PLAN
'CITY:
Blair
Paving of Linden Circle for new subdivision
LOCATION DESCRIPTION: From Linden Street to end of Cul -de -sac
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Dirt
, 20
X CONCRETE
X CURB & GUTTER
X DRAINAGE STRUCTURES
X EROSION CONTROL
*COUNTY *CITY
'CLASSIFICATION TYPE:
—
PROPOSED IMPROVEMENT
RL2 SURFACING:
ROADWAY WIDTH
ROADWAY WIDTH
SPAN RISE
_ RIGHT OF WAY
_ UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
LENGTH
LENGTH
LENGTH
DIAMETER LENGTH
Bridges and Culverts Sized 11 Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of PCCpavement in existinu riiht of -way including storm sewer
*STATE *FEDERAL 1 *
OTHER
50
*OPTIONAL
(Nearest Tenth) PROJECT
0.05 (State Unit of Measure)
TITLE:
Director of Public Works
Page 1
'VILLAGE:
(as shown on Functional Classification Map)
Local
7" THICKNESS 25' WIDTH
LIGHTING
DATE:
TYPE
TYPE
TYPE
TYPE
TOTAL
50
B -102(Y -06)
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION OF REVISION OF ONE -YEAR PLAN
courier: (CITY: wiLLA
GE:
Blair
REASON FOR REVISION: Paving of Fieldcrest Drive for new subdivision
LOCATION DESCRIPTION: From 110 feet north of Crestridge Drive to 105 feet north of Aspen Street
Drive
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt, gravel, asphalt, concrete, culvert or bridge) Dirt
AVERAGE DAILY TRAFFIC:
20 = , 20 =
Local
DESIGN STANDARD NUMBER:
PROPOSED IMPROVEMENT
RL2 SURFACING:
X GRADING X CONCRETE RIGHT OF WAY
,AGGREGATE X CURB & GUTTER _ UTILITY ADJUSTMENTS
,ARMOR COAT X DRAINAGE STRUCTURES _ FENCING
,ASPHALT X EROSION CONTROL SIDEWALKS
BRIDGE TO REMAIN IN PLACE
NEW BRIDGE:
BOX CULVERT:
CULVERT:
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
THICKNESS 25' WIDTH
LIGHTING
ROADWAY WIDTH LENGTH TYPE
ROADWAY WIDTH LENGTH TYPE
SPAN RISE LENGTH TYPE
DIAMETER LENGTH TYPE
YES uN /A T Bridges and Culverts Sized LHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of PCCpavement in existinu riiht -of -war including storm sewer
ESTIMATED COST *COUNTY I *CITY 2 200
*STATE *FEDERAL
(IN THOUSANDS)
Project Length =
SIGNATURE:
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
0.40 (State Unit of Measure)
TITLE:
Director of Public Works
Page 1
*OTHER
B- 101(Y -06)
DATE:
TOTAL
200
AVERAGE DAILY TRAFFIC:
ESTIMATED COST
(IN THOUSANDS)
SIGNATURE:
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
FORM 10
NOTIFICATION OF REVISION OF ONE-YEAR PLAN
COUNTY CITY: 'VILLAGE:
I I LACE:
Blair
REASON FOR REVISION: Paving of Linden Street for new subdivision
LOCATION DESCRIPTION: From Fieldcrest Drive to 130 feet west of Crestridge Drive
EXISTING SURFACE TYPE AND STRUCTURES:(such as dirt gravel, asphalt, concrete, culvert or bridge) Dirt
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 _ 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 I 1N /A Bridges and Culverts Sized r 'Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of PCCpavement in existing right -of -way including storm sewer
I "COUNTY I *CIT
00 I *STATE * FEDERAL
*OPTIONAL
(Nearest Tenth) PROJECT NUMBER:
Project Length = 0.13 (State Unit of Measure)
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
TITLE:
Director of Public Works
Page 1
LIGHTING
B- 100(Y -06)
DATE: