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2012-03RESOLUTION NO. 2012 - 3 COUNCILMEMBER STEWART INTRODUCED THE FOLLOWING RESOLUTION: BE IT RESOLVED by the Mayor and City Council of the City of Blair, Nebraska, that the 2012 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 WOLFF 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, HALL, WOLFF AND JENSEN VOTING "AYE ", AND COUNCIL MEMBERS NONE VOTING "NAY', THE MAYOR DECLARED THE FOREGOING RESOLUTION WAS PASSED AND ADOPTED THIS 14 DAY OF FEBRUARY, 2012. CITY OF BLAIR, NEBRASKA ATT T: - /ALSZ-� BRENDA WHEELER, CITY CLERK (SEAL) STATE OF NEBRASKA ) ) :ss: WASHINGTON COUNTY ) BY Tv1ES REALPH MA R 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 14 day of February, 2012. Z� BRE!4bAWHEELER, CITY CLERK` BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS HIGHWAY FORM 11 REPORT OF PREVIOUS YEAR IMPROVEMENT YEAR ENDING: 2011 SHEET 1 OF 1 BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 8 SUMMARY OF ONE-YEAR PLAN YEAR D OF 1 Blair PRIORITY PROJECT NUMBER LENGTH UNIT OF ESTIMATED COST REMARKS NUMBER (NEAREST- TENTH) MEASURE (Thousands) Funding Source(s) 1 B -123 (Y -11) NA MI 600 TE Fundinq SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 9 SUMMARY OF SIX-YEAR PLAN RZIX-YEAR PERIOD ENDING: 2017 SHEET 1 OF 1 COUNTY: CITY: VILLAGE: Blair I PRIORITY PROJECT NUMBER LENGTH UNIT OF ESTIMATED COST REMARKS NUMBER (NEAREST•TENTH) MEASURE (Thousands) 1 B -123 (Y -11) NA M1 600 TE Funding 2 B-1 27(Y-1 2) 0.5 M 1 500 FEMA Funding 3 B-126 (Y-12) 0.1 mi 500 ER Funding 4 B-121 (Y -1 0.75 MI 600 STP Funding 5 M -157 (Y -157) 7.75 M1 20,000 STP, FHW Fundinc 6 B-127 (Y-12) 0.15 M1 350 TE Funding 7 B -124 (Y -11) 0.55 M1 300 TE Funding 8 B-79 (Y-02) 0.2 M1 150 Local 9 B -125 (Y -1 0.63 M1 15,000 Local 10 B-94 (Y-05) 0.4 M1 100 Local 11 B-04 (Y-01) 0.32 M1 100 Local 12 B-65 (Y-03) 0.75 MI 250 Local 13 B-77 (Y-02) 0.35 M1 150 Local 14 B-96 (Y-05) 1.0 ml 800 Local 15 B-83 (Y-03) 0.2 M1 150 Local 16 B-03 (Y-01) 0.13 M1 100 Local 17 M -157 (Y-213) 4.0 MI 1000 Local 18 B-07 (Y-01) 0.5 M1 5000 Local SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND S PLAN H I MPROVEMENT 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 7 x LIGHTING AGGREGATE CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING ASPHALT L XJ 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 _ ®YES �N /A ___ Bridges and Culverts Sized uHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Resoration of an existing train depot into a transportation interpitive_ center ----------------------- - - - - -- ---- - - - - -- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ________________________________________________________________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 120 480 600 (Nearest Tenth) PROJECT NUMBER: Project Length NA State Unit of Measure ___________ B - _ 123 Ix_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 COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Reconstruction of Fairview Drive from Marina Drive to Optimist_Park --------------------------------------------------------------------- - - - - -- ------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- 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) 20.1-0---- = .-500-. 20.30---. = 1500 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: ----- __ - - - - NA _ ----- - - - - -- SURFACING: 9 THICKNESS 26' WIDTH X GRADING X CONCRETE RIGHT OF WAY ALIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT X EROSION CONTROL I 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: Reconstruction of Fairview Drive from damage during 2011 flooding_ ___ ___ __ _________ ---------------------------------------------------- Fundin9 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) 1 9 = ---------------------- ______ -____ B - _ 127 ( ---- - - - - -- SIGNATURE: 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: 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) Asp h a It------------------------------------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 10 = 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 ASPHALT I X EROSION CONTROL SIDEWALKS BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE ---------- - - - - -- -- - - - - -- ----------------------------------------- NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE --------- - - - - -- -- - - - - -- ----------------------------------------- BOX CULVERT: SPAN RISE LENGTH TYPE ---------------------- - - - - - -- •-- - - - - -- ----------------------------------------- ------- CULVERT: DIAMETER LENGTH TYPE EYES ------ N /A Bridges and Culverts Sized uHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Reconstruction of dama culvert and Marina Drive from 2011 f ____________ --------------- - - - - -- - - - -- - - -- --- - - - - -- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ________________________________________________________________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- 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) 1 9 = - _____________________, ___________ B__ 126 I�Y�12) __________ SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR PLAN HI I MPROVEMENT 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: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 10 = 750 20 30 = 2000 Collector PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Municipal SURFACING: 7 THICKNESS 26' WIDTH ----------------------- - - - - -- --------- - - - - -- ------- - - - - -- X GRADING CONCRETE RIGHT OF WAY ALIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT I X I EROSION CONTROL I 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 ------ JN /A Bridges and Culverts Sized X Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Construction of curb and qutter On both Sides of Jackson and Blairne Streets ------------------- ------------------------------------------------------- to include storm sewer with inlets. ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 120 480 600 (Nearest Tenth) PROJECT NUMBER: Project Length = •_______ 0.75 (State Unit of Measure) B - 121 (Y_ 11 ) __________ SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR PLAN HIGHWAY I MPROVEMENT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Highway bypass corridors -Highwa�_30 &_133 area to Highway 30 east and_ Highway 30 - east to _ Higq 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 Functional Classification Map) 2006 = .-- 2026 = 5000 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Municipal ____ -___ SURFACING: 1111 THICKNESS 24' WIDTH X GRADING X CONCRETE X RIGHT OF WAY ALIGHTING 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 7 YES T N /A Bridges and Culverts Sized X Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction of a new bypass from Highway 30 to Highway 75 around the eastside ------------------- - - - - -- ---------------- of the city to Highway 75 on the rl rthW ide of the city. -- to be completed in 2007) ---- - - - - -- -- - - - - -- - - -- ------- - - - - -- ------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ______________________________________________________________________________________________________________________________________ -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (I N THOUSANDS) *OPTIONAL, 4,000 16,000 20,000 (Nearest Tenth) PROJECT NUMBER: Project Length = _______ 7 75 ________ (State unit of Measure) ___________ M-1 57(Y- 157___________ SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ® AND SIX-YEAR H IGHWAY IMPROVEMENT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Construction of Dana Bike Trail Connector ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- 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 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 N/A Bridges and Culverts Sized Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Construction of bike trail extension from lust west of 22nd Street and Highway ------------------------------------------ - - - - -- --- - - - - -- West to the intersection of 23rd Avenue and Highwy and a -------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ________________________________________________________________________________________________________________________________________ ---------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 70 280 350 (Nearest Tenth) PROJECT NUMBER: Project Length 0.15 (State Unit of Measure) 1 9 = •--------------- - - - - -- - - - - - -- _____ B_ : 127 (Y_12) __________ SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ® AND SI X - YEAR I I MPROVEMENT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Construction of Lincoln Bike Trail Connector ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) N A ----------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- 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 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 L X �N /A Bridges and Culverts Sized uHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Construction of bike trail extension from Blaine Street and Marina Drive ------------------------------------------------------------------------------------------------ intersection east alon.q the north side of Fairview -- Drive to Optimist Park. Then north and east to the future entrance to the California Bend Trail. ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 60 240 300 (Nearest Tenth) PROJECT NUMBER: Project Length 0.55 (State Unit of Measure) ._ --------- B - 124 (Y-1 SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND S PLAN H I MPROVEMENT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: High y 91_at 23rd Street -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) None -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPES (as shown on Functional Classification Map) 2006 = 0 2026 = 200 Major Collector PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Municipal ________ SURFACING: 10" THICKNESS 38' WIDTH ----- - - - - -- -------- - - - - -- ------- - - - - -- X GRADING X CONCRETE X RIGHT OF WAY QX LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING X ASPHALT 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 ®YES I�N /A Bridges and Culverts Sized uHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Reconstruction of the intersection to allow for left turn lane and better si distance --------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- ---------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 150 150 (Nearest Tenth) PROJECT NUMBER: Project Length 9 = ---- - - - 0.2 (State Unit of Measure) - -- ---- - - - - -- - - - - -- _______B _79(-Y_��)_............ SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR PLAN H IGHWAY IMPROVEMENT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Highway 91 at Union Pacific Railroad Crossing ________________________ ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- 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 9 = 2565 , 20 29 = 5000 Arterial PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: ------ State Highway______ SURFACING: 26' THICKNESS 11" WIDTH JUGHTING X GRADING X CONCRETE X RIGHT OF WAY LA 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 ----------------------------------------- NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE BOX CULVERT: SPAN RISE LENGTH _ - TYPE CULVERT: DIAMETER LENGTH TYPE - - - - -- ------------------ - - - - -- - -- ----------------------------------------- DYES N /A Bridges and Culverts Sized uHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Construction of new Overpass Over Union Pacific Railroad tracks on a relocated ------------------------------ ------------------------------------------------------ Hi9hway 91- -------------------- ------------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------- - - - - -- ---------------------------- ------------------------------------------------------------------------------------------------------------------------- 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__ 125 (Y_11) ----------- SIGNATURE: TITLE: DATE Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND S H IGHWAY I MPROVEMENT 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 -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 2006 = 50 2026 = 200 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Rural SURFACING: 6 THICKNESS 22 WIDTH X GRADING CONCRETE X RIGHT OF WAY LIGHTING X AGGREGATE CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT I X JEROSION 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 - - - - -- ------------------ oX YES N /A - - - - -• - -- ------------ --------------------------- Bridges and Culverts Sized uHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction of new drainage structures and grading of existing roadway with_____ - __ ------------------------------- a _qgreq a�te surfacin��_______________ -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------- ------------------------------------------------------------ ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 100 100 (Nearest Tenth) PROJECT NUMBER: Project Length = 0.4 (State Unit of Measure) _____________B _94(Y 05) ____________ SIGNATURE: TITLE. DATE Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND S HI H I MPROVEMENT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Hollow 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 20 26 = 200 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: ---------------------- Rural SURFACING: 6" THICKNESS - - - - -- -------- - - - - -- ------- 22' WIDTH - - - - -- X GRADING CONCRETE X RIGHT OF WAY ❑LIGHTING X AGGREGATE CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT I X JEROSION 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 I Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction of new culverts and grading the road to establish drainage ways_ - --------------------------------- --------- - - - - -- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 100 100 (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 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) Asphaltover Brick------------------------------------------------------------------------------------------------------------ -------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 2005 = . 1650 . , 2025 = 2500 Minor Arterial PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Municipal________ SURFACING: ______7__ THICKNESS 37' WIDTH X GRADING X CONCRETE RIGHT OF WAY QX LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING X ASPHALT I X JEROSION CONTROL I 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 EYES ------ IN /A Bridges and Culverts Sized EHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction of PCC extensions existing road to widen for center turn lane. ------------------------------------------- - - - - -- --------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 250 250 (Nearest Tenth) PROJECT NUMBER: Project Length = _______ 0.75 (state Unit of Measure) ------------- ____________ SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND S PLAN COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: 16th Street from Nebraska Street to Adams Street ------------- ------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Asphalt Concrete ------------------------------------------------------------------------------------------------------ -------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 2005 = . 2755 . , 2026 = 3500 Minor Artierial PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Municipal 7 THICKNESS 37' WIDTH X GRADING X CONCRETE RIGHT OF WAY QX LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT I X JEROSION CONTROL LXJSIDEWALKS 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 17 YES �N /A Bridges and Culverts Sized 1E Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction of concrete extensions onto existing street to establish turn ------------------------------------------------- - - - - -- ----------------------------- lane. -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 150 150 (Nearest Tenth) PROJECT NUMBER: Project Length = _______ 0.35 (State Unit of Measure) _____________B= 77(Y -02) SIGNATURE: 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: VILLAGE: Blair LOCATION DESCRIPTION: Nebraska Street from Hansen Drive to Highway_ 91____________________ _____________________________e_ ----------------------------------------------- - - - - -- -------- - - - - -- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- 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--., 20 26 = 200 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: --- - - - - -- Municipal -- - - - - -- SURFACING: 7" THICKNESS 25' WIDTH -------- - - - - -- ------- - - - - -- X GRADING X CONCRETE RIGHT OF WAY ❑X LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT IX JEROSION CONTROL I 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 N/ YES A Bridges and Culverts Sized uHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construct the extension of Nebraska Street from Hansen Drive to Highway 91 - _ - - -- --------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 800 800 (Nearest Tenth) PROJECT NUMBER: Project Length = 1.0 (State Unit of Measure) _____________ B _96`Y_g ______...... SIGNATURE: TITLE DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR I MPROVEMENT HIGHWAY OR STREET 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' WIDTH -- -------- - - - - -- ------- - - - - -- X GRADING X CONCRETE RIGHT OF WAY ❑X LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING OASPHALT I X JEROSION 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 7 YES N /A - Bridges and CUlvertS Sized uHydraulic Anal sis Pendin 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_g 3j ------ - - - - -- SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR PLAN COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Garfield Road -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- 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) 206 = 20 206 = 50 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: _ Municipal - _ - _ - _ SURFACING: 7:: THICKNESS 25' WIDTH X GRADING X CONCRETE X RIGHT OF WAY ❑X LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT I JEROSION CONTROL I SIDEWALKS BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE BOX CULVERT: ---------------------- SPAN RISE LENGTH - - - - -- - - - - - -- I I-- - - - - -- ---------------------------------------- TYPE CULVERT: YES L� - - - - -- ------------------ N /A DIAMETER LENGTH - - - - -- - -- ---------------------------------------- Bridges and Culverts Sized MHydraulic Analysis Pending TYPE OTHER CONSTRUCTION FEATURES Construction of PCC Pavement in existing right_of_way ____ ___________________ -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (1N 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 FORM 7 ® AND SIX-Y H IGHWAY IMPROVEMENT PRO COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Repair and_Replace Brick_ Streets -------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Brick ------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE. (as shown on Functional Classification Map) 20 = 20 = Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Municipal ________ SURFACING: THICKNESS WIDTH GRADING X CONCRETE RIGHT OF WAY LIGHTING AGGREGATE X CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING X ASPHALT EROSION CONTROL SIDEWALKS BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE NEW BRIDGE: ____ ROADWAY WIDTH LENGTH TYPE BOX CULVERT: SPAN RISE LENGTH TYPE CULVERT: DIAMETER LENGTH TYPE 7 YES �N /A Bridges and Culverts Sized uHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Brick streets will be evaluated on a street by street basis to determine best course ------------------------------------------ - - - - -- ----------------------------------- of action in whether repair or replacement. ------------------ - - - - -- -------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------•----------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 1000 1000 (Nearest Tenth) PROJECT NUMBER: Project Length = 4.0 (State unit of Measure) ___- _______ M _157(Y_213�_ ®- ______ - _ SIGNATURE: TITLE DATE Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FOORM 7 ONE- AND SIX-YEAR PLAN HIGHWAY OR STREET _' _ COUNTY: CITY: VILLAGE:. Blair LOCATION DESCRIPTION: 1st Street from Highway_30 to Jackson Street ------------------------------------------------------------------------------ ----------------------------------------------------------------------------------- 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 = 1000 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Munici al SURFACING: 7 THICKNESS 35' WIDTH --------- -- - - - - -p ---- - - - - -- -------- - - - - -- ----- -- - - -_ -- X GRADING X CONCRETE X RIGHT OF WAY 7X 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 TYPE NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE BOX BOX CULVERT: SPAN _ RISE LENGTH TYPE -- CULVERT: DIAMETER _ -- _ -_ Hyd - raulic Analysi LENGTH TYPE - - - - -- --- Bridges -------- C----- - - - ulve- rts -- Sized u --- Pendi ------------------------ 7 YES N/A ng OTHER CONSTRUCTION FEATURES Construction of a new overpass over railroad tracks and creek. ---------------- - - - - -- ---------------------------------------- ------ -------------------------- ------------- -------------------- - --- - --- - -------- ---------------------------- --------------------------------------------------------------------------------------- --- - ------------- ------ ------ - -------- ------------------------------------------ ------ ----------------------------------------------------------------------------- ------------------------ - -------- - --- - ---------- -- ------------ - ------ ----------------------- -------- ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------ ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (1N THOUSANDS) *OPTIONAL 5000 5000 (Nearest Tenth) PROJECT NUMBER: Project Length = 0.5 (State Unit of Measure) -------- - - - - - 8 _07( ------------ SIGNATURE: TITLE DATE Director of Public Works