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2015-03RESOLUTION NO. 2015 - 3 COUNCILMEMBER KEPHART INTRODUCED THE FOLLOWING RESOLUTION: BE IT RESOLVED by the Mayor and City Council of the City of Blair, Nebraska, that the 2015 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 ANDERSEN MOVED THAT THE RESOLUTION BE ADOPTED AS READ, WHICH SAID MOTION WAS SECONDED BY COUNCIL MEMBER SHEPARD. UPON ROLL CALL, COUNCILMEMBERS SHEPARD, STEWART, KEPHART, WILLIS, ANDERSEN, WOLFF AND HALL VOTING "AYE", AND COUNCIL MEMBERS HALL VOTING "NAY ", THE MAYOR DECLARED THE FOREGOING RESOLUTION WAS PASSED AND ADOPTED THIS 27 DAY OF JANUARY, 2015. CITY OF BLAIR, NEBRASKA P BY A ES REALPH, MAYOR ATTEST: BRENDA WHEELER, CITY CLERK (SEAL) STATE OF NEBRASKA ) ) :ss: WASHINGTON COUNTY ) BRENDA R. WHEELER, hereby certifies that she is the duly appointed, qualified and acting City Clerk of the City of Blair, Nebraska, and that the above and foregoing Resolution was passed and adopted at a regular meeting of the Mayor and City Council of said city held on the 27 day of January, 2015. BRENDA WHEELER, CITY CLERK BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 11 REPORT OF PREVIOUS YEAR HIGHWAY OR STREET IMPROVEMENT VCAD Dntrnn]r - gn14 SHEET 1 OF 1 COUNTY: CITY: VILLAGE: Blair PROJECTED CONTRACT OWN' PROJECT NUMBER LENGTH UNIT OF COST PROJECT FORCES DATE COMPLETED (NEARESTTENTN) MEASURE (IN THOUSANDS) (ACTUAL OR ESTIMATED) . 8 -130 (Y -14) 0.2. M1 235 X 10/1/14 SI"ONATURE: TITLE: DATE: Director of Public Works I / A 7m 1.6, . -- BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 8 SUMMARY OF ONE-YEAR PLAN YEAR ENDING: 2015 SHEET 1 OF 1 COUNTY: CITY: Blair VILLAGE: PRIORITY NUMBER PROJECT NUMBER {NE4REST- LENGTH TENTH) UNIT OF MEASURE ESTIMATED COST (Thousands) REMARKS Funding Source(s) 1 B -127 (Y -12) 0.5 MI 500 FEMA/Local 2 B -126 (Y -12) 0.1 MI 500 FHWA/Local 3 B -129 (Y -12) 0.67 M1 700 FHWA/Local 4 B -121 (Y -11) 0.75 M1 600 FHWA/Local 5 M -157 (Y -157) 1.0 MI 7000 FHWA/Local 6 B -131 (Y -15) 0.09 MI 10 Local 7 B -132 (Y -15) 0.09 MI 10 Local 8 B -133 (Y -18) 0.09 M1 10 Local 9 B -134 (Y -15) 0.18 M1 20 Local 10 B -135 (Y -15) 0.09 MI 10 Local 11 B -136 (Y -15) 0.09 MI 10 Local 12 B -137 (Y -15) 0.09 MI 10 Local 13 B -138 (Y -15) 0.09 MI 10 Local 14 B -139 (Y -15) 0.09 MI 10 Local 15 B -140 (Y -15) 0.09 MI 10 Local 16 B -141 (Y -15) 0.18 MI 20 Local 17 B -142 (Y -15) 0.18 MI 20 Local 18 B -143 (Y -15) 0.18 M1 20 Local 19 B -144 (Y -15) 0.09 MI 10 Local 20 B -145 (Y -15) 0.09 MI 10 Local 21 B -146 (Y -15) 0.18 Ml 20 Local 22 B -1467 (Y -15) MI 20 Local 23 B -148 (Y -15) _0.18 0.18 Ml 20 Local 24 B -150 (Y -15) 0.07 MI 10 Local SIGNATURE: TITLE: Director of Public Works DATE: "" / BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ON- AND SI AN HIGHWAY OR STREET IMPROVEMENT PROJECT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Reconstruction of Fairview Drive from Marina Drive to Optimist Park __ ___ __ ___ _____________ __________ ------------------------------------------------------------------------------------------------ I------------------------------------------------------------- -------------------------------------------------------------------------- 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 NA SURFACING: 9" THICKNESS 26' WIDTH OESIGN•STANDARD NUMBER: ._____- .- _______ ------------- ----------------------------- X GRADING X CONCRETE RIGHT OF WAY ❑X LIGHTING AGGREGATE X 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 CIJLVLRT: DIAMETER LENGTH _________ ___ ______ ____ __ _TYPE _ _ - YES X - Bridges and Culverts - Sized uHydraulic Analysis Pending N/A OTHER CONSTRUCTION FEATURES: Reconstruction Of Fairview Drive from damage during 2011 flooding__ ________________ - - - - - -- ----- - - - - -- -------------------------------- Funding:will be from FEMA, NEMA and local funds ________________________________________ ___ ____________________________ --------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- - ------------------------ --------------------------------------------------------- --------------=------------------------------------------------------------------------------ _------------------------------------------------------------------------------------------------------------------ y •ESTIIIfIATIED'.COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL 500 (111f•T HOUSANDS) *OPTIONAL 100 400 (Nearest Tenth) PROJECT NUMBER: Project Length 0.5 ( State Unit of Measure) = ....................... B - 127 (Y - _____ ) --------------------- - - - 12) - - - -- SIGNATURE: TITLE: Director of Public Works --------- - - - - -• ---------------------------- - - - - -- DATE: - - -- -- �- - - - - -- BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-Y H I G HWA Y 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) -------------------------------------- --------------- - -- -------------------------------------------------•------------------------------------- - - - - -- -- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 10 = 500 20 30 = 1500 Collector PROPOSEDIMPRO SURFACING: DESIGN STANDARD NUMBER: NA 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 TYPE NEW BRIDGE: --------- - - - - -- WIDTH -------- LENGTH ---------------------------------- - - - - -- -TYPE - ROADWAY .____________ __ SPAN RISE LENGTH BOX CULVERT: -_ -TYPE DIAMETER LENGTH ___ - TYPE CULVERT: ------------------------------------- --------------- - - - - -- -- - - - - -- - -- u YES Bridges and Culverts Sized Hydraulic Analysis Pending FEATURES Reconstruction of damaged culvert and Marina Drive from 2011 flooding_____ ________ OTHER CONSTRUCTION ----------------------------------------------------------------------------------- -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- --------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------- ---------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL 500 (IN THOUSANDS) *OPTIONAL 100 400 (Nearest Tenth) PROJECT NUMBER: Project Length = 0.1 (State Unit of Measure) B _ 126 ____12 ____ ff' ) .._____ SIGNATURE: TITLE: Director of Public Works DATE: BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR N HIGHWAY OR STREET IMPROVEMENT PROJ T 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 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 TYPE NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE • ' BOX CULVERT: SPAN RISE LENGTH TYPE - - - -- -- - - - - -- -----------------------------••----------- ------------------------ - - - - -• - - CULVERT: DIAMETER LENGTH _ _____ __ _______ ______ TYPE - -- _ - _ - _ u__ raulic Analysis _. YES �N /A Bridges and Culverts Sized X Hyd Pending OTHER CONSTRUCTION FEATURES Construction of curb and gutter _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 Leng 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 ® AND SIX-YEAR L HIG HWAY T T IMPROV 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 ----------------------------------------------------------------------------------------------------------------- a ------- - --- ------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 NA = .- NA -. , 20 NA = NA Bike Trail PROPOSEDIMPROVEMENT SURFACING: 10' THICKNESS 6" WIDTH DESIGN STANDARD NUMBER: ----------- --------------- ____________- ------------------ X GRADING X CONCRETE RIGHT OF WAY FTIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING ASPHALT X EROSION CONTROL X SIDEWALKS BRIDGE TO REMAIN IN PLACE ---------- • - - - - -, ROADWAY •----------------- - - - -- ROADWAY WIDTH LENGTH --------- - -- - --- -TYPE �- NEW BRIDGE: ROADWAY WIDTH LENGTH ------------------------------- TYPE SPAN RISE LENGTH - - -_ -- - TYPE B OX CULVERT: --- - - - - -- - - - - -- -- - - - - -- • •------------- - - - - -- ---------------------------------- TYPE CULVERT: --------------- LENGTH __ ___ ______________________ ❑Y ------ --------- ES X N/A Bridges and Culverts Sized Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction of bike trail extension from Blaine Street Drive___ __ _ __ ----------------------------------------- intersection east along the north side of Fairview Drive to Op timist 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 sout hw,a 75 oing west In the Highway 75_right of -way to the intersection of 23rd Avenue and Highway 75._ _ - -__ ------------------------------------------------------------- --------------------------------------------------------- -------------------------------------------------------------- -------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (1N THOUSANDS) 560 700 *OPTIONAL 140 (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 L W I t; WV1 AY OR STREET IMPROVEMENT PROJECT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Lafayette Street Mil and Overlay_ EXistinq_Street with Asphalt from 16th Street to 17th Street --------------------------------------------------•-------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Asph over concrete ---- ___________ ____________________________ ___ --------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------ AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) = 20 35 = 100 20 15 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2" THICKNESS 25 WIDTH GRADING CONCRETE RIGHT OF WAY LIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING X JASPHALT 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 E]YES N /A Bridges and Culverts Sized Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: and existing street with 2" of asphalt for resurfacing____________________ --------------------- - - - - -- ----------- - - - - -- - - - -- ------------- ---------------------------------------------------------------------------------------------------------------------------- -----------------------------------------•------------------------------------------------- ---------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- - - - - -- - --------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 10 10 (Nearest Tenth) PROJECT NUMBER: Project Length 0.09 (State Unit of Measure) B 131 (Y -15) SIGNATURE: TITLE: Director of Public Works DATE: BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 - AND SIX-YEAR PL HIGHWAY T T IMPROV COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Butler Street Mill and Overlay Existing Street with Asphalt from Court Vue to US - H 30___ ____ -------------------------------------------------I--------------------------- 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) 20 15 = 100 20 35 = _ 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2 THICKNESS 25 WIDTH GRADING CONCRETE RIGHT OF WAY FTIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING X JASPHALT 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 TYPE __ Hydraulic - -- -LENGTH FI YES X N/A Bridges and Culverts Sized u Analysis Pending OTHER CONSTRUCTION FEATURES: Mill and re overlay existing street with 2" of asphalt for resurfacing_ ___________________ --------------- - - - - -- --- _ - - - -- ----------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- - ----------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL 10 (IN THOUSANDS) *OPTIONAL 10 (Nearest Tenth) PROJECT NUMBER: Project Length 0.09 (State Unit of Measure) B - 132 �Y_ ___ SIGNATURE: TITLE: Director of Public Works DATE: — =1 BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR PLAN. H IGH W AY OR ST REET IMPROVEMENT P J T COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: 13th Street Mill and Overlay Existintreet with Asphalt from Jackson_Street to Wright Street �_S -------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------- 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) 20 15 = 100 20 35 = _ 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA ------ SURFACING: 2" - - - - -- THICKNESS ---- 25 ----- 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 FYES �N /A Bridges and Culverts Sized I Hydraulic Analysis Pending u OTHER CONSTRUCTION FEATURES: MITI and re- overlay existing street With 2' of asphalt for resurfacing______ - ------------------------ ------------------------------ ------------------------------------------------ -------------------------------------------------------------------------------- ------------------------------------------------------------------------ ----------------------------------------------------------------------------------- --------------------------------------------------------------------------- -------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN. THOUSANDS) 10 *OPTIONAL 10 (Nearest Tenth) PROJECT NUMBER: Project Length 0.09 (State Unit of Measure) B - _ --- (Y -15) .... SIGNATURE: TITLE: _- DATE: Director of Public Works j r - ______ BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Jackson Street Mill and Overlay Existing Street with Asphalt from Street to 15th Street ----------- ------------------------ - - - - -- -- _ - -_ -- ----____-----__--_------------------ ---------------------------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Asphalt over concrete -----------------------------------------------------------------------------------------------------------------------------•I---------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 = 100 Local . PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2 THICKNESS 25' 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 - - - -- - TYPE NEW BRIDGE: ROADWAY WIDTH LENGTH - - TYPE BOX CULVERT: SPAN RISE LENGTH TYPE - - - - -- --- - - - - -- ----------------------------------------- ----------------------- - - - - -- - CULVERT: DIAMETER LENGTH _ _ - - -- - TYPE DYES 1 ^ I N/A Bridges and Culverts Sized I Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Mill and re- overlay existing street with 2" of asphalt for resurfacing --------------------------------- - - - - -- ----------------------------------------------------- ----------------------------------------------------------•------------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- -----------------------------------------------------------------------------------------------------------------------------...---------- ---------------------------------------------------------------------------------------------------------------------------------------- •---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------••----------------------------- E$TIMATED•COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (/N THOUSANDS) *OPTIONAL 20 20 (Nearest Tenth) PROJECT NUMBER: Project Length 0.18 _ (State Unit of Measure) B -134 (Y -15) SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- SIX-YEA PLAN HIGHW OR STREET IMPROVEM COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: 20th Street Mill and Overlay Existin Street with Asphalt from Front Street to Lincoln Street__ - - ____ ------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or hridge) As p h a It ove r co n Crete ------------------------------------------------------------------- ------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 = _ 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: ' 2 THICKNESS --- - - 25 - ___ - 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 ---------------------• ------------------ --------- - - - - -- NE11VBRIDGE: 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 re- overlay existing street with 2" of asphalt for resurfacing____________________ ----------------------- ------------------------------------------------------------------------------------------------ ----------------------------------------------------------------------------------------- ------------------------------------------------------------------------- ---------------------------------------------------------------------------------- --------------------------------------------------------------------------------- ---------------------------------------------- ------------------------------------------------------------------------------------------ E$TIMATED-COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL 1 (IN THOUSANDS) *OPTIONAL 10 (Nearest Tenth) PROJECT NUMBER: Project Length = 0.09 Unit of Measure) ___________ B__ 135 (Y __________ SIGNATURE: TITLE: Director of Public Works DATE: _ = �• S'-- l BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR L l ,• . i ;i it � Y i, ie .• COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: 22nd Street Mill and Overlay �xistin - Street with Asphalt from Front Street to Washington Street ------------------------------- - - - - -- ---- - - - - -- ------------- - - - - -- ---------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------- ---- - -- ----=----------------------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) As halt over concrete - ---------------------- • ----------------------- =------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 . 1 - 5 ---. = .- 100 -. , 20 35 = 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA _ SURFACING: 2 THICKNESS 25' 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 re- overlay existing street with 2" of asphalt for resurfacing ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------•------------------------------------------- --=------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY * CITY *STATE *FEDER *OTHER T OTAL ( {N THOUSANDS) *OPTIONAL 10 10 (Nearest Tenth) PROJECT NUMBER: Project Length 0.09 State Unit of Measure B 136 (Y -15) SIGNATURE: TITLE: DATE: Director of Public Works �,� �� BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ® AND SIX-Y H IGHWAY OR STREET IMPROVEMENT PROJECT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Street t ill and Overlay Existing Sreet t with Asphalt from 20th Street to 21 st Street South M ------ ----- - - --- Mil -- ---- ---- - - - - -- ------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ ----------------- - - - - -_ EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Asphalfi_over concrete ---------------------------------------------------------------------------- •�----------------------- - - - - -- - ----------- ---------------------------------------------------- ---------------------------- ---------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 = 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2 THICKNESS 25' WIDTH ----------------------- - - - - -- --------------- ------- - - - - -- GRADING CONCRETE RIGHT OF WAY LIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING X ASPHALT 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 �N /A Bridges and Culverts Sized uHydraulicAnalysis Pending OTHER CONSTRUCTION FEATURES Mill and re- overlay existing s treet with 2" of asphalt for resurfacing ----------------------------------------------------------- - - - - -- - - - -- - ------------------- - ----------------------------------------I----------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- - -------------------------------------------------------------- -------------------------------------------------------------------------- -----------------------------•----------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------. ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (!N THOUSANDS) *OPTIONAL 10 1 0 (Nearest Tenth) PROJECT NUMBER: Project Length = 0_09 (State Unit of Measure) B_ 137 (Y -15) SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 O o✓ SIX-YEAR L S TREET HIGHWAY OR IMPROVEMENT PROJECT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: South Street Mill and Overlay Existing Street with Asphalt from 21st Street to 23rd Street ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- 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) 20 15 = 100 20 35 = 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2" THICKNESS _ -_® 12'_ -_ 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 -- - N/A -- --r----- ® YES ^ - X -- -------- - - - - - _ ydraulic Analysis Pending and Culverts - Sized - -- •----------------------------------_---- Bidges 1 1 • Mill and re-overlay existing street with 2" of asphalt for resurfacing OTHER CONSTRUCTION FEATURES. Y g __________ p ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------_------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------- --------------------------------------------------------------•--------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 10 10 (Nearest Tenth) PROJECT NUMBER: Project Length 0.09 State Unit of Measure B - 138 (Y -15) SIGNATURE: TITLE: Director of Public Works DATE: BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR L H IGHWAY T IMPROVEMENT J T COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Davis Street Mill and Overlay E - - g_Street with Asphalt from 19th Street to 21 st Street ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- 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) 20 15 - 100 20 35 - 100 - - - - - -- -- - - - - -- -------- - - - - -- Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2 _ -__- THICKNESS 25' ---- WIDTH ----------------------- - - - - -- ------ -- --- - - - - -- GRADING CONCRETE RIGHT OF WAY F - I LIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING X JASPHALT 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 0 Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Mill and re- overlay existing street with 2" of asphalt for resurfacing ---------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------•----------------------------------------------------------------=--------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------_---------- ----------------------------------------------------------------•------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (1N THOUSANDS) *OPTIONAL 10 10 (Nearest Tenth) PROJECT NUMBER: Project Length 0.09 State Unit of Measure) B - 139 (Y -15) SIGNATURE: TITLE: Director of Public Works_____________________ DATE: BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS R AN S IX-Y EAR H IGHWAY OR STREET IMPROVEMENT COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: South Street Mill and Overlay Existing Street with_Asphalt from 24th Street to 25th Street --------------------------------- - - - - -- - --------------------------------------------- ---------------------------=------------------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Aspf7alt_over concrete -------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 = _ 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2" THICKNESS 25' •' 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 --- - - - - -- ------------------------------------------ ---------- - - - - -I NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE --------- ----------------------------------------- ---------- - - - - -- BOX CULVERT: SPAN RISE LENGTH TYPE - - - - - -- --- - - - - -- ----------------------------------------- •----------------------- - - - - -- CULVERT: DIAMETER LENGTH - - - - -- ------------es and Culverts Sized ---------- - - - - -- - -- - -- •--------------------------------- - - - - -- - TYPE FIYES �NiP, Bridg �HydraulicAnalysis Pending OTHER CONSTRUCTION FEATURES Mill and re- overlay existing street with 2" of asphalt for resurfacing ----------------------- - - - - -- ---------------- - - - - -- ---------------------------- ----------------------------------------------------------------------------------••----------------------------------------------------- ------------------------------------------------------------•------------------------------------------------•---------------------------- -------------------•---------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- ---.---------------------------------------------------------------------------------------•---------------------------------------------- ESTIIIAATD COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN- *OPTIONAL 10 10 (Nearest Tenth) PROJECT NUMBER: Project Length = 0.09 State Unit of Measure B 140 (Y -15) SIGNATURE: TITLE: DATE: eel Director of Public Works / BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 O ll AND SIX-YEAR PLA COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: 25th Street Mill and Overlay Existinq_Streefi with Asphalt from Elm Street to South Street -----------------------------------------------------------------------------------------------------------------7---------------------- ---------------------------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) As halt over concrete =--------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 = 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2" THICKNESS 25' WIDTH GRADING CONCRETE RIGHT OF WAY LIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING X ASPHALT EROSION CONTROL I ISIDEWALKS BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE - --------- ----------------------------------------- ---------- 'NEW BRIDGE: - - - -I ROADWAY WIDTH LENGTH TYPE I-- - - - - -- ----------------------------------------- ---------- BOX CULVERT: - - - - -I SPAN RISE LENGTH _______ ____________ ____ _TYPE - - - - -� - - - - - -- �-- - - - - -- --------------- -- ...---------------------- CULVERT: DIAMETER LENGTH TYPE - - - - -- - -- -------------------------------------- QYES �N /A - --- B ------ and ---- Culverts --- - - - - -- Sized uHydraulic Analysis • Pe OTHER CONSTRUCTION FEATURES: Mill and re- overlay existing street with 2" of asphalt for resurfacing -------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IMTHOUSANDS) *QPTIONAL 20 20 (Nearest Tenth) PROJECT NUMBER: Project Length = 0.18 (State Unit of Measure) B 141 (Y -15) SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSSIFICATIONSS AND STANDARDS FORM 7 ONE- D SIX-YEAR • COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Colfax Street Mill and OverlayE istinQ_ treet with Asphalt from 17th Street to 19th Street -------------------------------------------•-------------•-------------------------------------------------------------------------------- ------------------------------------------------------•---------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) °Asplialfi_over concrete ----------------------------------------------------------------------------------------------------------------- -- ---------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 = _ 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2" THICKNESS 25' 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 ROADWAY WIDTH LENGTH TYPE •-- - - - - -- ------------------------------------------ --------------- • BOX CULVERT: SPAN RISE LENGTH TYPE CULVERT: DIAMETER LENGTH TYPE DYES Bridges and Culverts Sized 17HydraulicAnalysis Pending OTHER CONSTRUCTION FEATURES: Mill and re overlay existing street with 2" of asphalt for resurfacing ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------.------------_-------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY' *CITY *STATE *FEDERAL *OTHER TOTAL (IN. THOUSANDS) *OPTIONAL 20 20 (Nearest Tenth) PROJECT NUMBER: Project Length 0.18 State Unit of Measure B__ _ SIGNQTIJRE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SI PL H IGHW AY OR STREET IMPROVEMENT PROJ COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Colfax Street Mill and Qverl�ly_Existin . q_ Street with Asphalt from 13th to 15th Street ---------------------------------------------------------------------------------------------------------------- - - - - -- - =------------------------------------------------------------------------------------------------------------------ EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Aspha ,ha lt over concrete - - -q -- ----- ----- -- retret ------------------------------------------------------------------------------------------ - - - - -- - • ----------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 2035 = 100 Local PROPOSEDIMPROVEMENT bE:SIGN STANDARD NUMBER: NA SURFACING: ----- 2"_ THICKNESS 25' WIDTH ------------- ---------- - - - - -- - - - -- ------- - - - - -- GRADING CONCRETE RIGHT OF WAY ❑LIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING X ASPHALT I EROSION 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 © -- - YES X NIA Bridges and Culverts Sized Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Mill and re- overlay existing street with 2" of asphalt for resurfacing _____ ---------------------------- -- - - - - -- ----- - - - - -- --- - - - - -- '---------------------------------------------------------------------------------------•---------------------------------- - - - - -- - ------------=--------------------------------------------------------------------------------------------------------------- '-------------------------------------------------------------------------------------------------------------------------- --- --------------------------------------------------------------------------------------------------------------------------- ----------•---------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------_-------------- • ESTIiIlFATED-COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (llil •- THQU$ALJDS) *OPTIONAL 20 20 (Nearest Tenth) PROJECT NUMBER: Project Length 0.18 State unit of Measure B - 143 (Y -15) SIGNATURE: TITLE: Director of Public Works DATE: BOARD OF PUBLIC ROADS CLASSIFICATION S AND STANDARDS NC ONE- SIX- LA r �- i. .�.• COUNTY: CITY: ] VILLAGE: Blair LOCATION DESCRIPTION: South Street Mill and Overlay ExistingStreet with_Asphalfi from 12th Street to 13th Street ______ ------------------------------------------------------------------------------------------------------------ - - - - -- --------------------- --------------------------------------------------------------------------------------------------------------------- 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) 20 15 = 100 20 35 = _ 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2" THICKNESS 25' ____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 TYP NEW'BRIDGE: ROADWAY WIDTH LENGTH TYPE Bb)( CULVERT: SPAN RISE LENGTH TYPE -- - - - - -- ------------------- ---------------------- ----------------------- - - - - -- - - - - -- • _ TYPE CULVERT: DIAMETER LENGTH . ®YES =N /A Bridges and Culverts Sized uHydraulicAnalysis Pending OTHER CONSTRUCTION FEATURES: Mill and re- overlay existing street with 2" of asphalt for resurfacing ____________________ -------------------- - - - - -- --------- - - - - -- -- - - - - -- -------------------------------------------------------------------------------------•-------------------------- ---------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------•--------------------------------------------------------- ------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------- - - - - -- - ES7tMaTiD• COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL _ #N-THOUSANDS) *OPTIONAL 10 10 (Nearest Tenth) PROJECT NUMBER: Pro'ect Length 009_ (State Unit of Measure) - B - 144 (,_ Y : 15) ..... ...... SIGNATURE: TITLE: Director of Public Works DATE: BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 - AND SIX-Y IMPRO HIGHWAY OR STREET COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Grant Street Mill and Overlay Existing_Street with Asphalt from 12th Street to 13th Street ---------------------------------------------------------------------------------------------------------------------------------------- ---=------------------------------------------------------------------------------------------------------------------------------------ EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Asp halt_over_co n crete ---------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 = 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2 THICKNESS 25' 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 -- �-- - - - - -- •--------------------------------- - - - - -- - TYPE •----------------------- - - - - - - - - - - CULVERT: DIAMETER LENGTH ___ _ YES X NIA Bridges and Culverts Sized � � HydraulicAnalysis Pending ith 2" of asphalt for resurfacing OTHER CONSTRUCTION FEATURES. M ill and re-overl exist in street w p ( y g ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------- ---------------------------------------------------_------------------------------------------------------------------------------------ -----------------------------------------------------------------------------------------------_-------------------------------•---------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN.T- HO:USANDS) *OPTIONAL 10 10 (Nearest Tenth) PROJECT NUMBER: Project Length 0.09 (State Unit of Measure) B - 145 (Y -15) SIGNATURE: TITLE: DATE: Director of Public Works tts BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- SIX-Y SIX-YEAR PL ! a• !• COUNTY:. CITY: VILLAGE: Blair LOCATION DESCRIPTION: 9th Street Mill and Overlay Existin� Street wih_Asphalt from Grant Street to US Highway 30_________ ----------------------------- - - - - -- - --- - - - - -- ------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- 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) 20 15 = 100 20 35 = 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2 THICKNESS 25' WIDTH GRADING CONCRETE RIGHT OF WAY ❑LIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARN40R 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 CULVEF�T: DIAMETER LENGTH _TYPE - - -- - -- •--------------------------------------- YES X NIA Bridges and Culverts Sized Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Mill and re- overlay - - - - -- existing street with 2" of asphalt for resurfacing ---------------------- --------------- ---------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------•------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------•---------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------•-----------------••------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- E.STtMATED•COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (INS- FMOUSANDS)• *OPTIONAL 20 20 (Nearest Tenth) PROJECT NUMBER: Project Length – --------- 0.18 -------- , (State Unit of Measure) B_ -146 ICY- 15j__________ SIGNATURE: TITLE: Director of Public Works DATE: — ' BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FR ONE- - SI PL H lr.,HWAY OR S TREE T* IMPROVEMENT PROJ COUNTY: CITY: ] VILLAGE: Blair LOCATION DESCRIPTION: Grant Street Mill and nVerla Existinq_Street with Asphalt from 9th Street to UPRR Crossing . ...... . --------------------------------- - - - - - - - - - - -- --------------------------------- ------------------------- I--------------------•------------------------------------------------------------------- - - - - -- - EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) As halt over concrete ----------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 1 1 - 5 ---- = .- 100 -. , 2035 = 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: 2 THICKNESS 25' WIDTH GRADING CONCRETE RIGHT OF WAY LIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING X ASPHALT EROSION 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 u N /A Bridges and Culverts Sized Hydraulic Analysis nding YES � Pe OTHER CONSTRUCTION FEATURES - Mill and re- overlay - - - - -- existing - - - street with 2" of - asphalt for. resurfacing --------------------- - -- ----- - - - -- ------------------------------- ----------------------------------------------------------------------------------------------------------------------- =------------------------=---------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------- - ----------------- ----------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------- -----------------------------------------------•--------------- ---------------------------------------------------- I -------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTH TOT (IN THOUSANDS) *OPTIONAL 20 20 (Nearest Tenth) PROJECT NUMBER: Project Leng 0.18 (State Unit of Measure) B 147 (Y - 15) SIGNATURE: TITLE: _ Director of Public Works DATE: = - --- -- __ BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR LA H IGHWAY T T IMPROV J COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: 16th Street Mill and Overlay Existing Street with Asphalt from Laffey�tt� to Wilbur Streets____________ ------------------------------- - - - - -- ----------------------- ---------------------------------------------------------------------------- ------------------------------------------------------------------ EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) - As - ------------ ------------- over concrete ______________________ __ _____________________________ ----------------------------------- ----------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: SURFACING: 2" THICKNESS 25' WIDTH NA --------- - - - - -- ------- - - - - -- --------- - - - - ------ - - - - -- 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: TYPE LENGTH __ ___________ - -__ •--------------------------- -,SPAN _RIS TYPE DYES CULVERT: DIAMETER LENGTH _______ X N/A Bridges and Culverts Sized Hydraulic Analysis Pending t -- OTHER CONSTRUCTION FEATURES Mill and re- overlay existing street with 2° of asphalt for resurfacing______________ ______ --------------------------------------------- ----------------------•----------------------------------------- --------------------------------------------------------------- ------------------------------•------------------------------------------- ------------------------------------- ---------------------------------------------------------------- --------------------------------------------------------•----- ----------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (W THOUSANDS) 20 *OPTIONAL 20 (Nearest Tenth) PROJECT NUMBER: Project Length 0.18 (State Unit of Measure) __ B_- 14 8 ( -15) SIGNATURE: TITLE: DATE: Director of Public Works _( BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FOR 7 ONE- AND SIX-YEAR LA HIGHWAY T IMPROVEMENT J COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Construction of Barrier Islands on 23rd Street, 12th Street and River Road for Railroad Quiet Zone Alternative Safety Measures ------------------•----------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Concrete and Asphalt____ ---------------------- - - - - -- ------------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------- - - AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 = 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: NA THICKNESS 25 WIDTH GRADING X CONCRETE RIGHT OF WAY ❑LIGHTING AGGREGATE X CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING 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 �N /A ---- B ------ and ---- Culverts --- - - - - -- Sized u Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES: Construct PCC islands On the north and South sides of the existing railroad_ _______ ----------------------------------------------------------------------------------- tracks on 23rd Street, 12th Street and iv Road to allow railroad quiet zone through city. - - - - - -- ____ -------------------------------------------------------------------------------------------------------- --------- - - - - -- --------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------•------------------------ - --------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 10 10 (Nearest Tenth) PROJECT NUMBER: Project Length NA State Unit of Measure B 149 (Y -15) SIGNATURE: TITLE: _ Director of Public Works DATE: l' 2 ^/ BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-YEAR L HIGHWAY OR STREET I COUNTY: CITY: VILLAGE: Blair _ LOCATION DESCRIPTION: Alley Between_14th & 15th Streets North of Washinton Street -------------------------------------------------------------------------------------•------------------------------_------------------- --------------------------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Asphalt _ ---------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 15 = 100 20 35 = 100 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: NA SURFACING: NA THICKNESS 20 WIDTH GRADING X CONCRETE RIGHT OF WAY LIGHTING AGGREGATE CURB & GUTTER UTILITY ADJUSTMENTS ARMOR COAT DRAINAGE STRUCTURES FENCING 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 - - - -- ----------------- - - - - -- ---------------------------------------- FT ES N /A Bridges and Culverts Sized - -- Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Remove existing asphalt and replace with PCC pavement ----------------------- - - - - -- - - -- ---------------4---------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------•------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN rHOUSANDS) *OPTIONAL 10 10 (Nearest Tenth) PROJECT NUMBER: Project Length Pro J 0.07 State Unit of Measure ) -- - - - - -- B - 150 (Y -15) ------------------••------------------- SIGNATURE: TITLE: tor Direc of Public Works DATE: --- ®— - - -- ------------ ------- -------------- - - - - -- -- -- - -�- - -� -- -- BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS S FORM 9 SUMMARY OF SIX -YEAR PERIOD ENDING: 2021 SHEET 1 OF 1 CITY: Y: VILLAGE: Blair PRIORITY NUMBER PROJECT NUMBER LENGTH (NEAREST•TENTHJ UNIT OF MEASURE ESTIMATED COST (Thousands) REMARKS 1 B -127 (Y -12) 0.5 0.1 MI Ml 500 500 FEMA/Local FH WA/Local 2 B -126 (Y -12) 3 B -129 (Y -12) B -121 (Y -11) 0.67 0.75 1.0 0.09 0 0.09 0.09 0.18 0.09 MI M1 MI M I MI MI MI MI 700 600 7000 10 10 10 20 10 FHWA/Local FHWA/Local FHWA/Local Local Local Local Local Local 4 5 M -157 (Y -157) _ B 131 (Y -15) B -132 (Y -15) B -133 (Y -18) 6 7 8 9 B -134 (Y -15) 10 B -135 (Y -15) 11 B -136 (Y -15) 0.09 0.09 M1 M 1 10 10 Local Local 1.2 B -137 (Y -15) 1.3 B -138 (Y -15) 0.09 0.09 MI Ml 10 10 Local Local 1 . 44 B -139 (Y -15) 115 8 -140 (Y -15) 0.09 0.18 0.18 MI M 1 MI 10 20 20 Local Local Loca 1.6 B -141 (Y -15) B -142 (Y -15) B -143 (Y -15) 17 18 0.18 0.09 0.09 0.18 0.18 0.18 NA MI M I MI MI MI M1 MI 20 10 10 20 20 20 10 Local Local Local Local Local ' Local Local 19 B -144 (Y -15) 20 B -145 (Y -15) B -146 (Y -15) B -1467 (Y -15) B -148 (Y -15) B -149 (Y -15) B -125 (Y -11) 21 -22 23 24 25 0.63 M 15000 Local SIGNATU E: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 9 SUMMARY OF SIX-YEAR PLAN -QIY -VI=AP Pr-ran n i=mnmG- 2021 SHEET 1 OF 1 COUNTY: CITY: Blair VILLAGE: PRIORITY NUMBER PROJECT NUMBER LENGTH (NEARESTTENN UNIT OF MEASURE ESTIMATED COST (Thousands) REMARKS 26 B -83 (Y -03) 0.2 M1 150 Loca Funds 27 B -79 (Y -02) 0.2 MI 640 Federal Safety Funds 28 B -96 (Y -05) 1.0 ml 800 Local Funds 29 B -77 (Y -02) 0.35 M1 150 Local Funds 30 B- 65(Y -03) 0.75 MI 250 Local Funds 31 B -07 (Y01) 0.5 M1 5000 Railroad Safety Funds 32 B -03 (Y -01) 0.13 M1 100 Local Funds 33 B -94 (Y -05) 0.4 M I 100 Local Funds 34 B- 04(Y -01) 0.32 MI 100 Local Funds 35 M -157(Y -157) 3.0 MI 20000 Federal /Local Funds 36 B- 149(Y -15) 0.07 M1 10 Local Funds SIGNATURE: TITLE: UH I t: Director of Public Works 1-2,49 '- BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7ONE- AND SIX-YEAR L HIGHWAY TRH T IMPROVEMENT PROJ COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: k hwa 91 at Union Pacific Railroad Crossing ------------------------------------------ - 9------ ---------------------------------------------- - - - - -------------------------------- -------------------------------------------------------------------------- - - - - -- -------------------------------------------------------- --------------------------------------------------------------------------------------•-------------------------------------------------- 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 2665 = , 20 29 = 5000 - - - - - -- -- - - - - -- -; ----- • - - - -- Arterial PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: State Highway ___ -_ SURFACING: -_ -_ 26' _ -_ THICKNESS 11" WIDTH X GRADING X CONCRETE X RIGHT OF WAY 1XI LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT 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 P OYES N /A Bridges and Culverts Sized UHydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction of new overpass over Union Pacific Railroad tracks on a relocated Highway 91. ---------------------------- - ------------------------------------------------------------------------------------------------------------ --------------------------------------------------------------------------------------------------•-------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- --------------------=-------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------•----------------•--------------------------------------------------------------------- ESTIMATED COST *COUNTY *C ITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 750 13,500 750 15,000 (Nearest Tenth) PROJECT NUMBER: Project ProJ j 0.63 State ) Unit of Measure Length g = ----------------- - - - - -, ( B -125 (Y_11) __________ --- - - - - -- - - -- -- SIGNATURE: TITLE: Director of Public Works DATE: I �� � ~ /�____ BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 - AND SI L H IGHWAY i 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) R - - - - -- ------------------------------------------------------------------------------------------------------------- *--------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 2006 = 20 20 26 = 50 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Munici al SURFACING: 7" THICKNESS 25' WIDTH X GRADING X CONCRETE RIGHT OF WAY FX LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT XJ EROSION CONTROL SIDEWALKS BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH --------- LENGTH ---- ------------------------------------ TYPE -----•---------- NEW BRIDGE: ROADWAY WIDTH LENGTH TYP BOX CULVERT: - SPAN RISE LENGTH -- - TYPE CULVERT: DIAMETER LENGTH ------------ TYPE -- --- -- - - - dg- -- Si X H EI YES NIA Baes and Culverts zed ydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction of PCC pavement in existing right = of _ way___ __________ ___ __________________ ------------------------ ----- -- _----- - - - - -- --------------------------------------------------------------------------- ----------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------- --=--=-------------------------•-----------------------•--------------------------------- ------------•---------------------------------------------------•-------------------------- ESTIMATED•COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL 150 '(IN THOUSANDS) *OPTIONAL 150 (Nearest Tenth) PROJECT NUMBER: Project Leng 0.2 (State Unit of Measure) _____________B �83(Y_03) -__ -_ SIGNATURE: �% TITLE: Director of Public DATE: - G -� BOARD OF PUBLIC ROADS CLASSIFICATIONS AND � STANDARDS FORM 7 O SIX / -Y L S TREET HIGHWAY OR IMPROVEMENT J COUNTY: CITY. VILLAGE: Blair LOCATION DESCRIPTION: H hwa 91 at 23rd 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 20 26 ___ = 200- Major Collector PROPOSEDIMP DESIGN STANDARD NUMBER: Municipal SURFACING: 10 THICKNESS 38' WIDTH -------- - - - - -- —p ---- - - - - -- -------- - - - - -- ------ - ----- - - X GRADING X CONCRETE X RIGHT OF WAY ❑X 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 50X CULVERT: m SPAN RISE LENGTH _ - TYPE CULVERT; DIAMETER LENGTH TYPE YES X N/A Bridges and Culverts Sized Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Reconstruction of the intersection to allow for left turn lane and better sight distance. ------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------=--•------------------------------------------------------ ------------------------------------------------------------------------------------------------------------•----- - -------------------------------------------------------------------------------------------------------- --•----------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------ -------•---------------------------------------------------------------------------------------- •------------------- - - - - -- - ' COST *COUNTY *CITY *STATE *FEDERAL *OTHER T&AL (Ift THOUSANDS) *OPTIQ.NAL 160 640 800 (Nearest Tenth) PROJECT NUMBER: Project Length 0.2 (State Unit of Measure) 8- 79(Y - 02) SIGNATURE: TITLE: DATE: Director of Public Works BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ON AND SIX-YEAR L COUNTY: CITY: ] VILLAGE: Blair LOCATION DESCRIPTION: Nebraska Street from Hansen Drive to N!mh Y_91___________________ -------------------------------------------------------------------------------------------------------------------------------------- ---------------------=-------------.-------------------------------------------------------------------------------------------------_- 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 = .-- 20 26 = 200_ Local PROPOSEDIMPROVEMENT DESIGN - STANDARD NUMBER Municipal SURFACING: Tf _ THICKNESS 25' -- - -. WIDTH X GRADING X CONCRETE RIGHT OF WAY IX LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X DRAINAGE STRUCTURES FENCING ASPHALT X EROSION CONTROL I ISIDEWALKS 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 �NfA Bridges and Culverts Sized uHydraulicAnalysis 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 -05) SIGNATURE: TITLE: DATE: Director of Public Works -- --------------------------------------------------- � ^__: / _ - =- BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND S L HIGHWA OR STREET I V T PROJECT 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 over Concrete ------------------------------------------------------------------------------------------------------------------------------------ AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 2005 = . 2755 1 , 20 26 = 3500 Minor Artierial PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Municipal - SURFACING: -- THICKNESS 3-- WIDTH X GRADING X CONCRETE RIGHT OF WAY E LIGHTING AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS ARMOR COAT X 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 TYP - - - - -I --- - - - - -- ---------------------------------------- ----- ----------------- - - - - -- -- CULVERT: DIAMETER LENGTH TYPE ---------------------------------------- - - - - -- -------- - - - - -- - -- "YES �N /A _Bridges and Culverts Sized HydraulicAnalysis Pending OTHER CONSTRUCTION FEATURES Construction of concrete extensions onto existing street to establish-center-turn ------ ----------------------------------------------------------- - - - - -- -------------------- .lane. ---------=---------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------- ------------------------------- - - - - -- -----------------------------------------•-----------------------------•--------------- E TINIATEb *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (//'THOUSANDS) *OPTIONAL 150 150 (Nearest Tenth) PROJECT NUMBER: Project Length 0.35 (State Unit of Measure)' B- 77(Y -02) SIGNATURE: TITLE: Director of Public Works DATE: _� _L?_ BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 - AND SIX- S TREET HIGHWAY OR IMPROVEMENT PROJ COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Nebraska Street from 1Oth Street to_Hi 75 ------------------------------ .______ ____________e_- _____----- __ -_.. -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, orbrldge) Asp.halt over Brick -------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 05 = . 1650 1 , 2025 = 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 YES I T N/A Bridges and Culverts Sized X 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 250 250 (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 FORM 7 ONE- AND SIX-YEAR I MPROVEMENT HIGHWAY OR STREET COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: 1 st Street from High 130 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 20 26 = 1000 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Munici al SURFACING: ------ 711 ----- THICKNESS 35' 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 X EROSION CONTROL SIDEWALKS BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE BOX CULVERT: SPAN RISE LENGTH TYPE • • -------- ---------------------------------- - - - - -- ----------------------- - - - - -- ------- CULVERT: DIAMETER LENGTH - TYPE YES T N /A dges and Culverts Sized Hydraulic Analysis Pending Bri X OTHER CONSTRUCTION FEATURES Construction of a new overpass over railroad tracks and . --------------------------------------- ------------------------ - - - - -- -------- - - - - -- ----------------------_---_------------------------------_ ------------ - ------ -•--- --------- ------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------ - ------- - ---- ----- --------------- - --- - ------ ----- ------------------------------------------------=--------------------------------------------------------------------- ------------ ------------------ ----------------------------------- ------------- ---------------------- ­mm ----------- -------- ---------- - ------------------ ---------------------------------------- ------- ----------•------------------------- -_- ---- - ---------- ---- --------------------------------------------------------------------------------------------------------------------------- ES'TIMATED *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 5000 500 (Nearest Tenth) PROJECT NUMBER: Project Length 0.5 State Unit of Measure B- 07(Y -01) SIGNATURE: TITLE: -- Director of Public Works - - - - -- DATE: ! --- - - - - -- -- - - - - -- - ----------------------------------------- BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- A ND SIX-YE 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 ------ _----- ---------- - -- - -- -- - - -r X GRADING X CONCRETE X RIGHT OF WAY LIGHTING AGGREGATE_ X 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 . EYES Bridges and ' C ' u - lvert X s Sized Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction of PCC Pavement in existing right-of-way _ _________________ ---------------=----------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------I------------------------------------------------ - - - - -- -- ------------------------------------------------------------------------------------------------------•-------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- --------------------•------------------------------------------------------------------------------------------------------------------ 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 FORM 7 ONE- AND SIX-YEAR PLAN COUNTY: CITY: VILLAGE: Blair .LOCATION DESCRIPTION: , 2Bth Street from Hollow Road to County Road 31___________ ------------- ----------------------------------------- - - - - -- ----- _---- --------------------------------- -=---------------------------------------------------------------------------------------------------------------- -=------------------------------------------------------------------------------------------------------------------------------------ EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge) Di -------------- - - - - -- ------------------------------------------------------------------------------------------------------------- -----------------------------------------------------------••-------------------------------------------------------------------------- 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 X I 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 N/A Bridges and Culverts Sized Hydraulic Analysis Pending OTHER CONSTRUCTION FEATURES Construction Of new drainage Structures and grading Of existing roadway with --- ---------------- --------- - - - - -- --- - - - - -- ----------------------- .greagte surfacing __ -_ - - - - -- - - - -- -------------------------------------------------------------------------------------------------- ------------------------------------------•------------------------------------------------------------------------------------ - - - - -- - _-_----°-------------------------------------•----------------------------------------------------------------------------------------- --------------------•--------------------------------------------------------------------------------------------------------------- •-------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------ ESTIMATED COST *COUNTY *CITY *STATE `FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 100 100 (Nearest Tenth) PROJECT NUMBER: Pro ebt Len th 0.4 (State Unit of Measure) g •--------------- - ----_ B- 94(Y -05) ------------------------------------- SIGNATURE: TITLE: DATE: director of Public Works _^ BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE A S H IGHWAY IMPROVEMENT PROJ 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) 20 06 = 50 20 26 = 200 Local PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Rural SURFACING: 6 THICKNESS 22' WIDTH X GRADING CONCRETE X RIGHT OF WAY FILIGHTING 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 __________ NEW BRIDGE: ROADWAY WIDTH LENGTH TYPE BOX CULVERT: SPAN RISE LENGTH TYPE CULVERT: DIAMETER LENGTH TYPE X YES T NIA Bridges and Culverts Sized I ydraulic Analysis Pending grading the road to establish drainage ways. OTHER CONSTRUCTION FEATURES Construction of new culverts and ------- -------------------------------------------------- ----------------------------- --------------------------------------------------------------------------------------------------------------------------------------- ------------------------------- •------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------•----------------------------------------------------------------------- --------------------•------------•------------------------------------------------------------------------------------------------------ --------------------------------------------•------------------------------------------------------------------------------------------- --------------------------------------------------•------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- 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: Director of Public Works --------- - - - - -- ----------------------------------------- DATE: / -Zg __ -- - BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS FORM 7 ONE- AND SIX-Y H IGHWAY IMPROVEMENT J T COUNTY: CITY: VILLAGE: Blair LOCATION DESCRIPTION: Hiqhwa� bypa Corridors- -------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- Highway 30 at hollow Road Intersection to Highway 75________ --------------- -- - - - - - - -------- - - - - -- -------- - - - - -- EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, orbridge) None -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map) 20 = .-- 2026 = 5000 Principal Arterial Other Connecting Link PROPOSEDIMPROVEMENT DESIGN STANDARD NUMBER: Municipal SURFACING: 11" THICKNESS 26' WIDTH X GRADING X CONCRETE X RIGHT OF WAY FX LIGHTING 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 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 Construction of a new bypass from Highway 30 at the Hollow Road Intersection ------------------------------------------------------------------------------------------------ then east to Highway 75 at the County Road I?35 Intersection. ----------------------------------------------------------------------------------------------------------------------------•---------- ------------------------------------------------------------------------------------------------------------------------------------••- -------------------------------------------------------------------•------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ESTIMATED COST *COUNTY *CITY *STATE *FEDERAL *OTHER TOTAL (IN THOUSANDS) *OPTIONAL 4 16 20,000 (Nearest Tenth) PROJECT NUMBER: Project Length = •--------------- 3.0 (state Unit of Measure) - - - - -- M-1 57(Y-1 -------------------------------------- SIGNATURE: TITLE: DATE: Director of Public Works -E ecto ---- ---- --- - -- Works / -- -• �� --- -- - --•1