2010-01RESOLUTION N0.2010 - 1
COUNCILMEMBER FANOELE INTRODUCED THE FOLLOWING RESOLUTION:
BE IT RESOLVED by the Mayor and City Council of the City of Blair, Nebraska, that the
2010 One and Six Year Plan for the construction, maintenance and repair of the streets of the City
of Blair, Nebraska, as prepared by the City Street Superintendent and dated January 12, 2010, be
and is hereby adopted with the projects listed on the "Form 7's" 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 ABBOTT MOVED THAT THE RESOLUTION BE ADOPTED AS
READ, WHICH SAID MOTION WAS SECONDED BY COUNCIL MEMBER JENSEN.
UPON ROLL CALL, COUNCILMEMBERS SHEPARD, STEWART, KEPHART, FANOELE,
CHRISTIANSEN, WOLFF, ABBOTT AND JENSEN VOTING "AYE", AND COUNCIL
MEMBERS NONE VOTING "NAY", THE MAYOR DECLARED THE FOREGOING
RESOLUTION WAS PASSED AND ADOPTED THIS 12TH DAY OF JANUARY, 2010.
CITY OF BLAIR, NEBRASKA
ATTEST:
~~C!~?~ ~2iv~
BRENDA R. WHEELER, CITY CLERK
(SEAL)
STATE OF NEBRASKA )
:ss:
`JrjASHI~3u T OivT COTV~i`v T i' )
B
J S E. REALPH, MAYO
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 12th day of
January, 2010.
BRENDA R. WHEELER, CITY CLERK
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
1 I Y
I I T
YEAR ENDING: ~ 2009 SHEET 1 OF 'I
COUNTY: CITY: VILLAGE:
Blair
PROJECTED CONTRACT OWN
PROJECT NUMBER LENGTH
~rH UNIT OF
MEASURE COST
(IN THOUSANDS) PROJECT FORCES ACTUAL OR ES EMATED)
(
~
~NEaaesrr
8-113(Y-08) 0.08 MI 50 'X June 2009
B-114(Y-09) 0.08 MI ~ 200 X June 2009
8-115(Y-09) 0.13 MI ~ 300 X ,June 2009
B-116(Y-09) 0.28 MI 400 X October 2009
B-119(Y-09) 0.32 MI 300 ~ X December 2009
8-118(Y-09) NA MI 100 X June 2009
I
DATE:
SIGNATURE: TITLE:
Director of Public Works
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
O - AN I-Y LAN
HIGH AY O T 1 VENT PROJECT
CITY:
VILLAGE:
Blair
_OCATION DESCRIPTION:
Hi~hwa~ 75 from 25th Street to 23rd Avenue __________________
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
ACC over PCC _____________________
-----------------------------------------------------------
----------------------------------------------------------
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 g = 7500 , 20 29 = 1050_ Arterial
. PROPOSED IMPROVEMENT
SURFACING: 11" THICKNESS 26' WIDTH
DESIGN STANDARD NUMBER: --------------• '°-'--'-_"_"°
----------- ~R ------------
X GRADING X CONCRETE
AGGREGATE X CURB & GUTTER
ARMOR COAT X DRAINAGE STRUCTURES
ASPHALT X EROSION CONTROL
RIGHT OF WAY ^LIGHTING
UTILITY ADJUSTMENTS
FENCING
X SIDEWALKS
BRIDGE TO REMAIN IN PLACE __-ROADWAY WIDTH LENGTH
-------- ------------------------
--"""---~-- ______________ TYPE
--
TYP
LENGTH
"
NEW BRIDGE: ROADWAY WIDTH ------------------------
--''''--
""---"------~-~ LENGTH
----------------
TYPE
BOX CULVERT: SPAN RISE ------------------------
------- --------
-___________________________.
TER LENGTH ----------------
-TYPE
--
_ DIAME
CULVERT: --- -------------------------------------
------ ------------
------------
~--
^YES N/A Bridges and Culverts Sized uHydraulic Analysis Pending
the south side of the highway to allow
tt
er on
OTHER CONSTRUCTION FEATURES Construction of PCC curb and u
_____
----
--
istin draina a ditch to accommodate new 10 feet wide PCC bike trail__________
for filling in ex ---------------- --------- --- -- - - - -
--------=---==------g -- --------------------------------------------------------------------------------- ____________________________
-------____-----------------
-------------------------------------------
T *COUNTY *CITY *STATE *FEDERAL *OTHER
TOTAL
ESTIMATED COS
(lN THOUSANDS) ~
500 500
*OPTIONAL 0
(`ifea~esi Tenth) IPRO.IECT NI InnL3ER:
`
Length 0.23 (State Unit of Measure) ~
Project = --------- -- -------- --------- ~-d93----------
~- ~! -i ~t
----
_._. _ DATE:
IGNATURE: ' ~ ---
Director of Public Works______________________
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
0 -AND SIX-YEAR LAN
HI Y TE IMPROVEMENT PROD
NTY:
CITY:
Blair
LLAGE:
_OCATION DESCRIPTION:
Hi hwa 30 Grindin and Repairs from 14th Street to the Missouri River Bridge_________________________.
-- ~------Y -------------- ~ ------------------------------------------------------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as din`, gravel, asphalt, concrete, culvert, or bridge)
PCC ---------------
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
20 7 = 1225E , 20 27 = ?0,00 Arterial
PROPOSED IMPROVEMENT
Munici al ___ SURFACING: 11" ____. THICKNESS Varies WIDTH
DESIGN STANDARD NUMBER: p """"--"""--~
GRADING X CONCRETE
AGGREGATE CURB & GUTTER
ARMOR COAT DRAINAGE STRUCTURES
ASPHALT X EROSION CONTROL
RIGHT OF WAY ®LIGHTING
UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
ROADWAY WIDTH LENGTH ________________TYPE
BRIDGE TO REMAIN IN PLACE _-_----- --------°-------°"-'-"
NEW BRIDGE: ROADWAY WIDTH ---------------------------------------- TYP
"'"-""""-"--~- LENGTH
-------- TYPE
'-'-'-'"-"""-~- LENGTH
BOX CULVERT: _____ SPAN RISE ----------------------------------------
------- -------- TYPE
'-"'"---- r DIAMETER LENGTH
CULVERT: -----------------------
--- - -----------------
------------
------ -------------• g g
~--
^YES X N/A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Pro ect is being let and managed by NDOR__ Project Includes the rindin an
---- ~ ---------------
pavement removal and replacement of damaged pannels of concrete and the complete replacement of the___________
--------------------------------------------------
existing PCC from Fish Creek to the Missouri River Bridge __________________________
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
U Y ' -Y
SIX-YEAR PERIOD ENDING: 2010 SHEET 1 OF 1
VILLAGE:
COUNTY: CITY: Blair
REMARKS
PRIORITY PROJECT NUMBER LENGTH UNIT OF
MEASURE ESTIMATED COST
(Thousands)
NUMBER (NEARESrTENTFq
1 8-117(Y-09) 0.23 MI 500
2 B-120(Y-10) 2.0 MI 900
3 M-157(Y-157) 7.75 MI 20,000
4 8-79 (Y-02) 0.2 MI 150
5 8-83(Y-03) 0.2 MI 150
6 8-77(Y-02) 0.35 MI 150
7 8-65(Y-03) 0.75 MI 250
7 B-4(Y-01) 0.32 MI 100
8 B-94{Y-05} 0.4 MI 100
g 8-03(Y-01 } 0.13 MI 100
10 8-07(Y-01) a 0.5 MI 5000
11 8-96(Y-05) 1.0 MI 800
12 M-157(Y-213) 4.0 MI 1000
DATE:
SIGNATURE: TITLE:
Director of Public Works
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrefe, culvert, or bridge)
None ------------------------
------------------------------
CLASSIFICATIONTYPE: (as shown on Functional Classification Map)
AVERAGE DAILY TRAFFIC: = 5000 Local
20 06 = 0 20 26 ___ ,______
PROPOSED IMPROVEMENT
11" THICKNESS 24' WIDTH
Municipal SURFACING: -------------~
UMBER: •--------------
DESIGN STANDARD N __________________ __________
X RIGHT OF WAY ~X LIGHTING
X GRADING X CONCRETE X UTILITY ADJUSTMENTS
AGGREGATE X CURB & GUTTER
ARMOR COAT X DRAINAGE STRUCTURES X g DEWALKS
ASPHALT X EROSION CONTROL
• LENGTH TYPE
--ROADWAY WIDTH .----------------------------------------TYPE
BRIDGE TO REMAIN IN PLACE •--------
------------- ROADWAY WIDTH LENGTH .----------------------------------------~
NEW BRIDGE: ~°°----- TYPE
---------------SPAN RISE LENGTH .----------------------------------------~
BOX CULVERT: ~------- '°--'_--"
----------------------------- DIAMETER _ LENGTH .----------------------------------------,TYP
CULVERT: ""
-------------------------
--°-- X H draulic Analysis Pending
^YES ~NiA Bridges and Culverts Sized ~ y 30 to__H__i h_way 75 around the eastside
s: Construction of a new bypass from_ Highwayy_ g ________________________________
OTHERCONSTRUCTION FEATURE _ __ ___ _ ____ __ - '----- -eted in 2007 ________----------------
ofthe ci to Highway 75 on the northside of the cit_y_._ (EIS to _be comp ____________ .~ ______________ _-_^-____-_________
tY --------_ -- ---------
LOCATION DESCRIPTION:
Highway 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)
24 06 = _ __ ~ Major Collector
-------~ __ Q -- ~ 2Q 26 --- ,_20Q
PROPOSED IMPROVEMENT
Municipal SURFACING: 10" THICKNESS 38' WIDTH
DESIGN STANDARD NUMBER: .______________ _____________,
-----------------------------
X GRADING X CONCRETE X RIGHT OF WAY ~X LIGHTING
AGGREGATE X CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT DRAINAGE STRUCTURES FENCING
X ASPHALT EROSION CONTROL X SIDEWALKS
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH LENGTH TYPE
NEW BRIDGE: ---------------ROADWAY WIDTH .---- ---LENGTH .---- -------------- ------- ------------TYPE
------- TYPE
BOX CULVERT: SPAN RISE LENGTH _____________,
----------------------------- ~--DIAMETER'--------LENGTH '--------------------------- --------,TYPE
CULVERT: ___ •--------------------------------
----- --------------
^YES X N/A Badges and Culverts Sized u Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Reconstruction of the intersection to allow for left turn lane and better sight distance ;
XISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Rock ------------------------------------------------------------------------ -------------- --------------------- -- ---- -------•
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
AVERAGE DAILY TRAFFIC: _ Local
20 = 50
20 06 = 20 26
PROPOSED IMPROVEMENT
SURFACING: 7" ___ THICKNESS 25' WIDTH
_____ _ _Munici at ------ -°°°'°-°°'°-'
DESIGN STANDARD NUMBER: p___________ ._____
_ -CRETE RIGHT OF WAYLIGHTING
X GRADING X CON X UTILITY ADJUSTMENTS
AGGREGATE X CURB & GUTTER
ARMOR COAT X DRAINAGE STRUCTURES g pEWALKS
ASPHALT X EROSION CONTROL
LENGTH TYPE
BRIDGE TO REMAIN IN PLACE °_ ROADWAY WIDTH .--------------------------'----°-°°-°-_°'TYPE
---°-°"°--°- LENGTH .
NEW BRIDGE: __ ROADWAY WIDTH •--____-- •--------------------------------------°°'TYPE
------------- SPAN RISE LENGTH ------------------------------------
BOX CULVERT: ----------------------- ~------- •--------LENGTH '---- TYPE
-°'°°- __ DIAMETER
CULVERT: •---------------------------------
__ ---
~-----T --------------------- ~~~~
---
~YES N/A Bridges and Culverts Sized L_^__1 Hydraulic Analysis Pending
L______~ • Construction of PCC pavement in existing right of ~way_ ___________________
OTHER CONSTRUCTION FEATURES ____ _ ____ _ _________
LOCATION DESCRIPTION:
16th Street from Nebraska Streefi 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)
20 05 - 2755 , 20 26 3500 Minor Artierial
PROPOSED IMPROVEMENT
SURFACING: 7" THICKNESS 37' WIDTH
SIGN STANDARD NUMBER: Municipal .______________ -------------~
X GRADING X CONCRETE RIGHT OF WAY ~X 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 _____________________________.NP
--------------- TYPE
BOX CULVERT: SPAN _ RISE _ LENGTH
CULVERT: --- ------------------------------ DIAMETER --~,-'(-- -LENGTH .---------- ------------- ---- ----------.TYPE
®YES ~~N/A Bridges and Culverts Sized L_^__1 Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of concrete extensions onto existing street to establish center turn_
------------------------------------=-----------
lane. ------------------------------
LOCATION DESCRIPTION:
Nebraska Street from ~ 0th Street to Hi~hway_75
----------------
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Asphalt over Brick----------------------------------------------------- ---- ---------------------- ---- -------- -----------•
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
1650 20 25 - 2500 Minor Arterial
20 05 __ __- - ~ --- -
• PROPOSED IMPROVEMENT
SURFACING: 7" THICKNESS 37' WIDTH
DESIGN STANDARD NUMBER: _________Municipal_________ •-------------° --------"°--°'
RIGHT OF WAY ~X LIGHTING
X GRADING X CONCRETE X UTILITY ADJUSTMENTS
AGGREGATE X CURB & GUTTER
ARMOR COAT X DRAINAGE STRUCTURES S DEWALKS
X ASPHALT X EROSION CONTROL •
LENGTH TYPE
BRIDGE TO REMAIN IN PLACE -ROADWAY WIDTH ,________ .----------------------------------------'.APE
-'°°---"-°" LENGTH
NEW BRIDGE: ROADWAY WIDTH .-------- •----------------------------------------'TYPE
---------------_ SPAN RISE LENGTH --------------------------------------
BOX CULVERT: _____ •---°---- °" _ TYPE
'----"------- • DIAMETER LENGTH
---
CULVERT: _ -
----------------------
---- X H draulic Analysis Pending
N/A Bridges and Culverts Sized u Y
YES ~------ ---------------
-----------------
OTHER coNSTRUCTION FEATURES: Construction of PCC extensions on existing road to widen for center urn ane.
---------------------------------------------
LOCATION DESCRIPTION:
Hollow Road ______
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Gravel ---~------
CLASSIFICATION TYPE: (as shown on Functional Classiircation Map)
AVERAGE DAILY TRAFFIC: Local
20 06 50 20 26 ___ ,_2 ___
PROPOSED IMPROVEMENT
SURFACING: 6" THICKNESS 22' WIDTH
DESIGN STANDARD NUMBER: ________ Rural .____________,
- X RIGHT OF WAY ^LIGHTING
X GRADING CONCRETE
X AGGREGATE CURB & GUTTER X UTILITY ADJUSTMENTS
ARMOR COAT X DRAINAGE STRUCTURES FENCING
ASPHALT X EROSION CONTROL SIDEWALKS
LENGTH TYPE
--ROADWAY WIDTH ---°--'
BRIDGE TO REMAIN IN PLACE •-------- '-----------"-"----"--~----------- TYPE
--"----__-"° LENGTH
NEW BRIDGE: -_ROADWAY WIDTH .-------- •----------------------------------------'TYPE
--"'---°----" LENGTH
BOX CULVERT: ----------------------- SPAN •-------RISE .-------- •----------------------------------------'TYPE
----- -- DIAMETER LENGTH ______
CULVERT: _ __ --- '-'-------
~----T -----------------------
N/A Bridges and Culverts Sized uHydraulic Analysis Pending
~X YES L__.___1
-----------------------------
oTHER CONSTRUCTION FEATURES: Construction of new culverts and grading the road to establish ralnage ways.
BOARD OF PUBLIC ROAD/S~CLASSIFICA~T/IO~N/S AND STANDARDpS
F®R ®N' AN® I/~' i EAR M
HI Y T T Itlti V J T
CITY:
LLAGE:
"~"_' " ~ - Blair
LOCATION DESCRIPTION:
25th Street from Hollow Road to Count Road 31 _________________________
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
Dirt ----------------------------------------------------------------- ----- -- -- ------- ----- ----------- ------- -- --- -------
,VERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classii'fcation Map)
20 26 200 ~ Local ,
20 06---~ --50--' .- --- ~--- --
PROPOSED IMPROVEMENT
SURFACING: 6" THICKNESS 22' WIDTH
GN STANDARD NUMBER: Rural ----• ~-------°----
X GRADING CONCRETE
X AGGREGATE CURB & GUTTER ,
ARMOR COAT X DRAINAGE STRUCTURES
ASPHALT X EROSION CONTROL
X RIGHT OF WAY ^LIGHTING
X UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
LENGTH __-_______TYPE
-------- •---------------------- ---TYPE
BRIDGE TO REMAIN IN PLACE ROADWAY WIDTH -------
'----°°--__-- LENGTH
NEW BRIDGE: _______ ROADWAY WIDTH -------- •---------------------------------------TYPE
'---- - RISE LENGTH
BOX CULVERT: SPAN -------- •---------------------------------------TYPE
-------
'---°-°--------------------- - DIAMETER --LENGTH ______
-----------------------
CULVERT: --- •-°----
----- ------------------
~X YES NIA Bridges and Culverts Sized Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES Construction of new drainage structures and grading of existing roadway__with ___•
a re a to surfacing. '------`------------------------~
gg g g------------------ ---------------------------------------___-------------
LOCATION DESCRIPTION:
GarField Road
EXISTING SURFACETYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None ------------------------=------------------------------------------------------
,VERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
_ _ - Local
20 06 - 20 20 26 ___ 50
PROPOSED IMPROVEMENT
SURFACING: 7" THICKNESS 25' WIDTH
DESIGN STANDARD NUMBER: Municipal .______________ -------------~
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
"-"---------~- LENGTH TYPE
NEW BRIDGE: ---ROADWAY WIDTH •-------- •----------------------------------------~
---""------- LENGTH TYPE
BOX CULVERT: -----------SPAN ,-------RISE .-------- •----------------------------------------~
__________________ LENGTH
CULVERT: DIAMETER ____________________________,NP
----- -----------------------
---
--
^YES N/A Bridges and Culverts Sized uHydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of PCC Pavemenfi in existing right_ofway ____________________________.
TOTAL
inn
.,..
B-03(Y-01
LOCATION DESCRIPTION:
1st Street from Highway 30_to Jackson Street
EXISTING SURFACE TYPE AND STRUCTURES: (such as dirt, gravel, asphalt, concrete, culvert, or bridge)
None -----------------------------------------------------------------------------------------------------------------------------~
AVERAGE DAILY TRAFFIC: CLASSIFICATION TYPE: (as shown on Functional Classification Map)
- Local
20 06 ___, - __ 0 __ , 20 26 ___ _ ,1000
PROPOSED IMPROVEMENT
ESS 35'
" WIDTH
DESIGN STANDARD NUMBER: THICKN
Municipal SURFACING: 7
XGRADING 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
--------
LENGTH TYPE
TYPE
NEW BRIDGE: .------------ ------ ---- ---- -------
-------ROADWAY WIDTH .------ -
-------- ---,
TYPE
BOX CULVERT: SPAN RISE _ LENGTH
----
LENGTH
-DIAMETER
-- --------------
-- ,TYPE
.----- ------------ -
--- - -
CULVERT: ---
------------------- -------
YES ~TN/A Bridges and Culverts Sized ~X Hydraulic Analysis Pending
OTHER CONSTRUCTION FEATURES: Construction of a new overpass over railroad tracks and creek___________ _________,
BOARD OF PUBLIC ROADS CLASSIFICATIONS AND STANDARDS
F ONE- AND SIX-YEAR PLAN
HIGH IMPROVEMENT PROJ
COUNTY:
CITY:
Blair
VILLAGE:
LOCATION DESCRIPTION:
Nebraska Street from_Hansen Drive to Highway 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)
20 06 = _ __ Local
0 20 26 ___ ,_200
PROPOSED IMPROVEMENT
SURFACING: 7" THICKNESS 25' WIDTH
>ESIGN STANDARD NUMBER: Municipal -°-------°-
X CONCRETE RIGHT OF WAY ~X LIGHTING
X GRADING
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
LENGTH _ ________TYPE
BOX CULVERT: SPAN RISE .------------------------------- TYPE
°--------~-------------~_-- _ DIAMETER __ LENGTH
''CULVERT: _ --- •---------------------------------------
----- ---------------------
®YES NIA Bridges and Culverts Sized Hydraulic Analysis Pending
CTION FEATURES Construct the extension of Nebraska Street from Hansen Drive to Hi hwa 91
OTHER CONSTRU ---------------------------------------------
LOCATION DESCRIPTION:
Repair and Replace_Brick Streets
EXISTING SURFACE TYPE AND STRUCTURES:
Brick -----------------
(such as dirt, gravel, asphalt, concrete, culvert, or bridge)
,GE DAILY TRAFFIC:
20 20 =
DESIGN STANDARD NUMBER:
GRADING
AGGREGATE
ARMOR COAT
X ASPHALT
CLASSIFICATION TYPE: (as shown on Functional Classification Map)
Local
PROPOSED
X CONCRETE
X CURB & GUTTER
DRAINAGE STRUCTURES
EROSION CONTROL
SURFACING: THICKNESS WIDTH
RIGHT OF WAY ^LIGHTING
UTILITY ADJUSTMENTS
FENCING
SIDEWALKS
ROADWAY WIDTH LENGTH TYPE
BRIDGE TO REMAIN IN PLACE •-------- •°---""'___""'°-"°-----------------TYPE
_"'-°"--°-~--- LENGTH
NEW BRIDGE: ROADWAY WIDTH •-------- •----------------------------------------~
°'-"-°~°-°_---- LENGTH
BOX CULVERT: SPAN __ RISE ----~TMP
----------------------------- ~ DIAMETER'--------LENGTH '------------------=^--- ----------------,TYPE
CULVERT: --- •------------------
----- -------------------------
--
~YES X N/A Bridges and Culverts Sized uHydraulic Analysis Pending
--------------------------
OTHER CONSTRUCTION FEATURES: Brick streets will be evaluated on a street by_street basis to_determine bes course
--------------------
of action in whether repair or replacement_ ____________________________________________________
TOTAL
1000
~~~
M 157~Y ~213~__
DATE: