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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