HomeMy WebLinkAboutRESOLUTION NO. 2019-05 RESOLUTION NO. 2019®05
SOLUTION ENTERING INTO AN AGREEMENT BETWEEN THE
IOWA DEPARTMENT OF TRANSPORTATION AND THE CITY OF
FAIRFAX, LINN COUNTY, IOWA
WHEREAS, the City Council of the City of Fairfax, Iowa, is in receipt of a revised
Agreement with the Iowa Department of Transportation which outlines the responsibilities of both
parties for improvements to U. S. 151 within the City of Fairfax, Linn County Iowa; and
WHEREAS, the City Council of the City of Fairfax, Iowa agrees to these improvements
and cost sharing for such.
NOW THEREFORE, IT IS RESOLVED by the City Council of the City of Fairfax,
Linn County, Iowa, that the City of Fairfax enter into this proposed Agreement with the Iowa
Department of Transportation to establish responsibilities for the U. S. 151 improvements as
outlined in the proposed Agreement.
Passed and approved this 19th day of February, 2019
CITY OF FAIRFAX, IOWA
By:
Burnell G. Frieden, Mayor
ATTEST:
I, Cynthia Stimson, City Clerk/Treasurer of the City of Fairfax, Iowa, hereby certify that
at a meeting of the City Council of said City,held on the above date, among other proceedings the
above was adopted.
Cy Chia Stimson, City.Clerk/Treasurer
iff
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March 12, 2019 REF: NHSX-151-3(158)--3H-57
BRF-151-3(141 142 152)--38-57
Linn County
City of Fairfax
Agreement 2019-4-048
Staff Action No. S-2019-0567
The Honorable Bernie Frieden
Mayor of Fairfax
PO Box 337
Fairfax, IA 52228-0337
SUBJECT:Agreement 2019-4-048 Fully Executed (US 151 Reconstruction in Fairfax)
Clear Mayor Frieden:
Attached is your original of the fully executed Agreement 2019-4-048 between the City of
Fairfax and the Iowa Department of Transportation for the above referenced project. The
project involves: US 151 Reconstruction in Fairfax.
Thank you for your cooperation in the processing of this agreement.
Sincerely,
qart,4 /ti
la6��
James R. Schnoebelen, P. E.
District 6 Engineer
JRS/hmb
Enclosure:Agreement 2019-4-048
cc: Deanne Popp
Patricia Jacobs
Joseph Webb
I; J Addrew
w ww.i v �ierC y�'���✓ [5�5)a Kirkwood Blvd, W C,u�r;��ar Rapids, 1A CY:���404
Jury 2014
IOWA DEPARTMENT OF TRANSPORTATION
Preconstruction Agreement
For Primary Road Project
County Linn
City Fairfax
Project No. NHSX-151-3(158)-3H-57
BRF-161-3(141)--38-57
BRF-151-3(142)--38-57
BRF-151-3(152)--38-57_
Iowa DOT
Agreement No. 2019-4-048
Staff Action NO. --5-2019-0567
This Agreement, is entered into by and between the Iowa Department of Transportation, hereinafter
designated the"DOT",and the city of Fairfax, Iowa, a Local Public Agency, hereafter designated the"LPN'
in accordance With Iowa Code Chapters 28E, 306, 306A and 313.4 as applicable;
The DOT proposes to establish or make improvements to U.S. 151 within Linn County, Iowa; and
The DOT and the LPA are willing to jointly participate in said project, in the manner hereinafter provided;
and
The DOT and the LPA previously entered into the following agreement(s)for the above referenced project:
Agreement No.2017-1-263 for right of way acquisition was executed by the DOT and LPA on May 23,2017
and May 10,2017 respectively; and
This Agreement reflects the current concept of this project which is subject to modification by mutual
agreement between the LPA and the DOT; and
Therefore, it is agreed as follows:
1. Project Information
a. The DOT will design, let, and inspect construction of the following described project in accordance
with the project plans and DOT standard specifications:
Bridge replacements on U.S. 151 over the UP Railroad, Prairie Creek and a drainage ditch, and
grade and Portland Cement Concrete(PCC)Pave from approximately 0.2 miles south of Church
Street in Fairfax to south of Dean Road.
b. As part of the project, the LPA has requested extension of Church Street westerly to Sta.
1847+69.25,construction of water main and construction of sanitary sewer within the city all at no
cost to the DOT.(See Exhibit A for location and Exhibit B for costs).
c. In accordance with 761 Iowa Administrative Code Chapter 150.3(1)d,the LPA will reimburse the DOT
for its share of the actual cost for longitudinal and outlet storm sewer as shown on Exhibit B.
d. All storm sewers constructed by the DOT as part of the project will become the property of the LPA,
which will be responsible for their maintenance and operations. The LPA will not make any
connections to said storm sewers without the prior written approval of the DOT.The LPA will prevent
use of such storm sewers as a sanitary sewer.
2019-4-048—Fairfax 1
July 2014
e. The LPA agrees to relocate the Veterans Memorial located north of Church Street and west of U.S.
151 prior tothe start ofconstruction.
[ Upon completion of construction,the LPA agrees to accept ownership and jurisdiction of the following
referenced improvements. The LPA shall also assume responsibility for all future maintenance
operations associated therewith, all at no additional expense or obligation to the DOT:
i. Church St.' from Sta. 1847+GA.2StoSta. 1851+25.O0. 355.75Lin. Ft. A3f-footwide paved
roadway will be provided.
ii. Prairie Axa.. from Sta. 2863+Q7.8OtnSta. 28G6+S8.O0.258.2OLin. Ft. A23-footwide paved
roadway will beprovided.
iii. LnseyAve.. from Sta. 38S2+88.45boSta. 38G4+8O.81. 184.3GLin. Ft. A23-footwide paved
roadway will beprovided.
iv. SteUmanDr.. from Sta. 4874+25.00toSta. 4875+81.00. 15S.8OLin. Ft. A25-footwide paved
roadway will boprovided.
V. Cemetery Rd.. from Sta. S882+3O.ODtoSta. 5885+42.80. Lin. Ft. A25-footwide paved roadway
will beprovided.
g. Pedestrian accommodations for a14-0notbridge clear width will beprovided onthe structures over
the UP Railroad at station 857+23.6, Prairie Creek at station 867+41.7, and a drainage ditch at
station 88O+85which also providesmnaccommodation for afuture trail underpass. AnyeddKione|
ADA complaint pedestrian improvements would be developed and constructed under the purview
of the LPA and at no cost to the DOT. The LPA shall be responsible for obtaining any necessary
permits from the DOT and all project permits and/or approvals from controlling State or Federal
agencies.
h. The entrance pipe and intake atSta. 878+31.00. Left, identified in the plans oestorm sewer lines P-
34and P-35, intake ST-35 and ST'34and ST-36 will be owned and maintained by DOT.
2. Project Costs
a. The following storm sewer intakes, manholes, and storm sewer lines will be paid for 100%by the LPA:
8T-08. ST-OA, ST-10, ST-28, ST-29. GT-30. SN-02. P-08, P-00, P-10. P-28, P-29, P-38. P- S01, and
P-G02.
b. The following storm sewer intakag, manho|es, and storm sewer lines will be paid for 79%by the LPA
and 21% bythe DOT: ST-16. GT-17. GT-18. ST-31. ST-32. GT-33. P-02. P-03, P-U4. P-O5. P-07. P-
15, P-16. P47. P-31. and P-32
o. Lump Sum items are proportioned along the plan divisions based as a percentage of the estimated
cost ofthe division ietothe estimated total project construction cost.
d. The total cost toLPA isestimated tobe$188.73G(1V096Division 2)+$Q5.947(7996Division 3)=
$294,683.
e. The LPA shall reimburse the DOT for its share ofthe project costs estimated at$2Q4.G83. asshown
in Exhibit B. The amount paid by the LPA upon completion of construction and proper billing by the
DOT will be determined by the actual quantities in place and the accepted bid at the contract leffing.
t The DOT will bear all costs except those allocated to the LPA under other terms of this Agreement.
20194-048—Faidax 2
July 2014
3. Tmaff ic Control
a. Local traffic will bemaintained during the construction.
b. The DOT will temporarily close the highway project area by formal action in accord with Iowa Code
section 306.41. U.S. 151 traffic will be detoured off of the project on County Road E70ANright
Brothers Boulevard from U.S. 151 to 1-380. on 1-380homVVhQht Brothers Boulevard to U.G. 30. on
U.S. 30 from 1-380 to U.S. 151.
o. The LPA will authorize the DOT to erect and maintain signs within its jurisdiction, consistent with Part
6 of the"Manual on Uniform Traffic Control Devices", as necessary to direct traffic to and along said
detour route during the construction period. The DOT will also remove said signs when the detour is
discontinued. Details will be shown on the traffic control sheet(s)within the project plans.
d. If it becomes necessary to temporarily close LPA side roads during construction,the DOT will furnish
and install the required barricades and signing for the closure at project cost and shall remove same
upon completion of the project also at no expense or obligation to the LPA. The DOT will work in
close cooperation with the LPA and the contractor to accommodate emergency services and local
access across the project during construction. Any detours which may be necessary for project
related LPA road closures will be the responsibility of the LPA all at no expense or obligation to the
DOT.
4. Construction&Maintenance
o. The LPA, in cooperation with the DOT,will take whatever steps may be required with respect to
alteration ofthe grade lines ofthe ehighway facilities constructed under the project in accordance
with Iowa Code section 3S4.15.The DOT and LPA will work together tuminimize potential impacts tn
properties that may occur aoaresult ofthe project.
b. Upon completion of the project, no changes in the physical features thereof will be undertaken or
permitted without the prior written approval of the DOT.
o. Future maintenance of the primary highway within the project area will be carried out in accordance
with the terms and conditions contained in761 Iowa Administrative Code Chapter 15O.
d. Structures built by the DOT over or under a primary road will be maintained structurally sound by the
DOT, including repairs to floors and railing and painting. For structures serving roadways which are
not on the primary road system, the cleaning and removal of snow, debris and foreign objects from
local road traffic lanes, sidewalks or walkways within the project limits (if any) including pedestrian
overpasses orunderpasses will bathe responsibility nfthe LPA.
5. General Provisions
o. If the LPA has completed a Flood Insurance Study(FIS)for an area which is affected by the
proposed Primary Highway project and the FIS is modified, amended or revised in an area affected
by the the date ofthis Agreement, the LPA shall promptly provide notice ofthe
modiDcation, amendment or revision to the DOT. If the LPA does not have o detailed Flood Insurance
Study(FIS)for an area which is affected by the proposed Primary Highway project and the LPA does
adopt an AS in an area affected by the project after the date of this Agreement, the LPA shall
promptly provide notice ofthe FIS tothe DOT.
2019-4-048—Fairfax 3
July 2014
b The LPA will comply with all provisions ofthe equal employment opportunity requirements prohibiting
discrimination and requiring affirmative action to assure equal employment opportunity as required by
Iowa Code Chapter 216. No person will, on the grounds of age, race, creed, color,sex, sexual
oriontation, gender iderdity, national orkJin, ny|igion, pvegngnoy, or disability, be excluded from
participation in, be denied the benefits of, or be otherwise subjected to discrimination under any
program nractivity for which State funds are used.
c |tisthe intent V[both (all) parties that nuthird party beneficiaries be created bythis Agreement.
d. If any section, provision, or part of this Agreement shall be found to be invalid or unconstitutional,
such finding shall not affect the validity of the Agreement as a whole or any section, provision, or part
thereof not found to be invalid or unconstitutional, except to the extent that the original intent of the
Agreement cannot bafulfilled.
e. This Agreement may be executed in(two)counterparts, each of which so executed willbe deemed to
beanoriginal.
t This Agreement, aawell asthe unaffected provisions ofany previous agreement(s), addendum(s),
and/or amendment(s); represents the entire Agreement between the LPA and DOT regardingthin
project. All previously executed agreements will remain in effect except as amended herein. Any
subsequent change or modification to the terms of this Agreement will be in the form of a duly
executed amendment tuthis document.
2019-4-048—Fairfax 4
July 2014
IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2019-4-048 as of the
date shown opposite its signature below.
CITY OF FAIRFAX:
Date ..2 —, 204
Tit[67, Mayor
-
certify that I am the Clerk of the City, and that
who signed said Agreement for and on behalf of
the City was duly authorized to execute the same on theday of LbtwvA 20.0. j,"W+10
Signed:
Cit f Clerk of Fairfax, Iowa
IOWA DEPARTMENT OF TRANSPORTATION:
By:()'a,rf.xe,)
Z Da OLL.
2e te 2
7James R. Schnoebelen
District Engineer
District 6
2019-4-048—Fairfax 5
EXHIBIT A
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March 12, 2019 REF: NHSX-151-3(158)--3H-57
B R F-151-3(141142 152)--38-57
Linn County
City of Fairfax
Agreement 2019-4-048
Staff Action No. S-2019-0567
The Honorable Bernie Frieden
Mayor of Fairfax
PO Box 337
Fairfax, IA 52228-0337
SUBJECT:Agreement 2019-4-048 Fully Executed (US 151 Reconstruction in Fairfax)
Dear Mayor Frieden:
Attached is your original of the fully executed Agreement 2019-4-048 between the City of
Fairfax and the Iowa Department of Transportation for the above referenced project. The
project involves: US 151 Reconstruction in Fairfax.
Thank you for your cooperation in the processing of this agreement.
Sincerely,
qanw
Ria60ta"
James R. Schnoebelen, P. E.
District 6 Engineer
JRS/hmb
Enclosure: Agreement 2019-4-048
cc: Deanne Popp
Patricia Jacobs
Joseph Webb
[319-364.-0235] W I [jim,schnoehelen aj,iowadOtAddress
mvvvJowadolgov [5155 Kirkwood Blvd. SVV Cedar Rapids, IA 24.04,
RESOLUTION NO. 2019-05
RESOLUTION ENTERING INTO AN AGREEMENT BETWEEN THE
IOWA DEPARTMENT OF TRANSPORTATION AND THE CITY OF
FAIRFAX, LINN COUNTY, IOWA
WHEREAS, the City Council of the City of Fairfax, Iowa, is in receipt of a revised
Agreement with the Iowa Department of Transportation which outlines the responsibilities of both
parties for improvements to U. S. 151 within the City of Fairfax, Linn County Iowa; and
WHEREAS, the City Council of the City of Fairfax, Iowa agrees to these improvements
and cost sharing for such.
NOW THEREFORE, IT IS RESOLVED by the City Council of the City of Fairfax,
Linn County, Iowa, that the City of Fairfax enter into this proposed Agreement with the Iowa
Department of Transportation to establish responsibilities for the U. S. 151 improvements as
outlined in the proposed Agreement.
Passed and approved this 19th day of February, 2019
CITY OF FAIRFAX, IOWA
By:
(E �e�
Burnell G. Frieden, Mayor
ATTEST:
1, Cynthia Stimson, City Clerk/Treasurer of the City of Fairfax, Iowa, hereby certify that
at a meeting of the City Council of said City,held on the above date, among other proceedings the
above was adopted.
Cy thia Stimson,City.Clerk/Treasurer
µ,\g
d
-
aF
July 2014
IOWA DEPARTMENT OF TRANSPORTATION
Preconstruction Agreement
For Primary Road Project
County Linn
City Fairfax
Project No. NHSX-151-3(158)--3H-57
BRF-151-3(141)--38-57
BRF-151-3(142)--38-57
BRF-151-3(152)-38-57
Iowa DOT
Agreement No. 20194-048
Staff Action No. S-2019-0567
This Agreement, is entered into by and between the Iowa Department of Transportation, hereinafter
designated the"DOT",and the city of Fairfax, Iowa, a Local Public Agency, hereafter designated the"LPA"
in accordance with Iowa Code Chapters 28E, 306, 306A and 313.4 as applicable;
The DOT proposes to establish or make improvements to U.S. 151 within Linn County, Iowa; and
The DOT and the LPA are willing to jointly participate in said project, in the manner hereinafter provided;
and
The DOT and the LPA previously entered into the following agreement(s)for the above referenced project:
Agreement No.2017-1-263 for right of way acquisition was executed by the DOT and LPA on May 23,2017
and May 10,2017 respectively;and
This Agreement reflects the current concept of this project which is subject to modification by mutual
agreement between the LPA and the DOT; and
Therefore, it is agreed as follows:
1. Project Information
a. The DOT will design, let,and inspect construction of the following described project in accordance
with the project plans and DOT standard specifications:
Bridge replacements on U.S. 151 over the UP Railroad, Prairie Creek and a drainage ditch, and
grade and Portland Cement Concrete(PCC)Pave from approximately 0.2 miles south of Church
Street in Fairfax to south of Dean Road.
b. As part of the project,the LPA has requested extension of Church Street westerly to Sta.
1847+69.25,construction of water main and construction of sanitary sewer within the city all at no
cost to the DOT.(See Exhibit A for location and Exhibit B for costs).
c. In accordance with 761 Iowa Administrative Code Chapter 150.3(1)d, the LPA will reimburse the DOT
for its share of the actual cost for longitudinal and outlet storm sewer as shown on Exhibit B.
d. All storm sewers constructed by the DOT as part of the project will become the property of the LPA,
which will be responsible for their maintenance and operations.The LPA will not make any
connections to said storm sewers without the prior written approval of the DOT.The LPA will prevent
use of such storm sewers as a sanitary sewer.
2019-4048 Fairfax 1
July 2014
e. The LPA agrees to relocate the Veterans Memorial located north of Church Street and west of U.S.
151 prior to the start of construction.
f. Upon completion of construction,the LPA agrees to accept ownership and jurisdiction of the following
referenced improvements.The LPA shall also assume responsibility for all future maintenance
operations associated therewith, all at no additional expense or obligation to the DOT:
i. Church St., from Sta. 1847+69.25 to Sta. 1851+25.00, 355.75 Lin. Ft. A 36-foot wide paved
roadway will be provided.
ii. Prairie Ave., from Sta. 2863+97.80 to Sta.2866+56.00, 258.20 Lin. Ft. A 23-foot wide paved
roadway will be provided.
iii. Losey Ave., from Sta. 3862+86.45 to Sta. 3864+80.81, 194.36 Lin. Ft. A 23-foot wide paved
roadway will be provided.
iv. Stallman Dr., from Sta. 4874+25.00 to Sta. 4875+81.00, 156.00 Lin. Ft. A 25-foot wide paved
roadway will be provided.
V. Cemetery Rd., from Sta. 5882+30.00 to Sta. 5885+42.00, Lin. Ft. A 25-foot wide paved roadway
will be provided.
g. Pedestrian accommodations for a 14-foot bridge clear width will be provided on the structures over
the UP Railroad at station 857+23.6, Prairie Creek at station 867+41.7, and a drainage ditch at
station 880+85 which also provides an accommodation for a future trail underpass. Any additional
ADA complaint pedestrian improvements would be developed and constructed under the purview
of the LPA and at no cost to the DOT. The LPA shall be responsible for obtaining any necessary
permits from the DOT and all project permits and/or approvals from controlling State or Federal
agencies.
h. The entrance pipe and intake at Sta. 878+31.00, Left, identified in the plans as storm sewer lines P-
34 and P-35, intake ST-35 and ST-34 and ST-36 will be owned and maintained by DOT.
2. Project Costs
a. The following storm sewer intakes, manholes, and storm sewer lines will be paid for 100%by the LPA:
ST-08, ST-09, ST-10, ST-28, ST-29, ST-30, SN-02, P-08, P-09, P-10, P-28, P-29, P-30, P- S01, and
P-S02.
b. The following storm sewer intakes, manholes, and storm sewer lines will be paid for 79%by the LPA
and 21%by the DOT: ST-16, ST-17, ST-18, ST-31, ST-32, ST-33, P-02, P-03, P-04, P-05, P-07, P-
15, P-16, P-17, P-31, and P-32.
c. Lump Sum items are proportioned along the plan divisions based as a percentage of the estimated
cost of the division is to the estimated total project construction cost.
d. The total cost to LPA is estimated to be$198,736(100%Division 2)+$95,947(79%Division 3)=
$294,683.
e. The LPA shall reimburse the DOT for its share of the project costs estimated at$294,683, as shown
in Exhibit B. The amount paid by the LPA upon completion of construction and proper billing by the
DOT will be determined by the actual quantities in place and the accepted bid at the contract letting.
f. The DOT will bear all costs except those allocated to the LPA under other terms of this Agreement.
2019-4-048—Fairfax 2
July 2014
3. Traffic Control
a. Local traffic will be maintained during the construction.
b. The DOT will temporarily close the highway project area by formal action in accord with Iowa Code
section 306.41. U.S. 151 traffic will be detoured off of the project on County Road E70mright
Brothers Boulevard from U.S. 151 to 1-380, on 1-380 fromWright Brothers Boulevard to U.S. 30, on
U.S. 30 from 1-380 to U.S. 151.
c. The LPA will authorize the DOT to erect and maintain signs within its jurisdiction, consistent with Part
6 of the"Manual on Uniform Traffic Control Devices", as necessary to direct traffic to and along said
detour route during the construction period.The DOT will also remove said signs when the detour is
discontinued. Details will be shown on the traffic control sheet(s)within the project plans.
d. If it becomes necessary to temporarily close LPA side roads during construction,the DOT will furnish
and install the required barricades and signing for the closure at project cost and shall remove same
upon completion of the project also at no expense or obligation to the LPA. The DOT will work in
close cooperation with the LPA and the contractor to accommodate emergency services and local
access across the project during construction. Any detours which may be necessary for project
related LPA road closures will be the responsibility of the LPA all at no expense or obligation to the
DOT.
4. Construction&Maintenance
a. The LPA, in cooperation with the DOT,will take whatever steps may be required with respect to
alteration of the grade lines of the new highway facilities constructed under the project in accordance
with Iowa Code section 364.15. The DOT and LPA will work together to minimize potential impacts to
properties that may occur as a result of the project.
b. Upon completion of the project, no changes in the physical features thereof will be undertaken or
permitted without the prior written approval of the DOT.
c. Future maintenance of the primary highway within the project area will be carried out in accordance
with the terms and conditions contained in 761 Iowa Administrative Code Chapter 150.
d. Structures built by the DOT over or under a primary road will be maintained structurally sound by the
DOT, including repairs to floors and railing and painting. For structures serving roadways which are
not on the primary road system, the cleaning and removal of snow, debris and foreign objects from
local road traffic lanes, sidewalks or walkways within the project limits(if any) including pedestrian
overpasses or underpasses will be the responsibility of the LPA.
5. General Provisions
a. If the LPA has completed a Flood Insurance Study(FIS)for an area which is affected by the
proposed Primary Highway project and the FIS is modified, amended or revised in an area affected
by the project after the date of this Agreement, the LPA shall promptly provide notice of the
modification, amendment or revision to the DOT. If the LPA does not have a detailed Flood Insurance
Study(FIS)for an area which is affected by the proposed Primary Highway project and the LPA does
adopt an FIS in an area affected by the project after the date of this Agreement, the LPA shall
promptly provide notice of the FIS to the DOT.
2019-4-048—Fairfax 3
July 2014
b. The LPA will comply with all provisions of the equal employment opportunity requirements prohibiting
discrimination and requiring affirmative action to assure equal employment opportunity as required by
Iowa Code Chapter 216. No person will, on the grounds of age, race, creed, color,sex, sexual
orientation, gender identity, national origin, religion, pregnancy, or disability, be excluded from
participation in, be denied the benefits of, or be otherwise subjected to discrimination under any
program or activity for which State funds are used.
c. It is the intent of both (all) parties that no third party beneficiaries be created by this Agreement.
d. If any section, provision, or part of this Agreement shall be found to be invalid or unconstitutional,
such finding shall not affect the validity of the Agreement as a whole or any section, provision, or part
thereof not found to be invalid or unconstitutional, except to the extent that the original intent of the
Agreement cannot be fulfilled.
e. This Agreement may be executed in(two)counterparts, each of which so executed willbe deemed to
be an original.
f. This Agreement, as well as the unaffected provisions of any previous agreement(s), addendum(s),
and/or amendment(s); represents the entire Agreement between the LPA and DOT regarding this
project. All previously executed agreements will remain in effect except as amended herein. Any
subsequent change or modification to the terms of this Agreement will be in the form of a duly
executed amendment to this document.
2019-4-048—Fairfax 4
July 2014
IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2019-4-048 as of the
date shown opposite its signature below.
CITY OF FAIRFAX:
m� --
By ` ' Date -2 20/�"
Tit e: Mayor
I, L, ' certify that I am the Clerk of the City, and that
17°iArdtwho signed said Agreement for and on behalf of
the City was duly authorized to execute the same on the0day of tu,L4 200. r
Signed: f
Citf Clerk of Fairfax, Iowa
by y 4
IOWA DEPARTMENT OF TRANSPORTATION:
f
BY "Fb "� r. Date 20 " .
James R. 5chnoebelen
District Engineer
District 6
2019-4-048—Fairfax 5
EXHIBIT A
Project Location/Map
3X1;1 �1
.. I
m it l.lii. 4`'s*Gr
j• ILII _ lII
AV i
F IR AX
s w
2123 K✓r
- - .......
..r �ix
R-A14
- L,[arJ'Y�of:LFII:
2019-4-048-Fairfax 6
10
2107-3825025
ROADWAY ITEMS
1
2101-0850001
CLEARING &_GRUBBING
2
2101-0850002
CLEARING & GRUBBING
3
2102-0425070
SPECIAL BACKFILL
4
2102-'M5001
EMBANKMENT -IN-PLACE, CONTRACTOR
5
2102-2710070
EXCAVATION CLASS 10, ROADWAY & BO
6
2102-2712015
EXCAVATION, CLASS 12, BOULDERS OR
7
2105-8425005
TOPSOIL, FURNISH AND SPREAD
10
2107-3825025
GRANULAR MATERIAL FOR BLANKET AND SUBDRAIN
11
2195-0100000
MODIFIED SUBBASE ._- _- ------
-
12
2121-7425010
- . .-.. ,... _..
GRANULAR SHOULDERS, TYPE A
13
2122-5190007
PAVED SHOULDER, P.C. CONCRETE, 7 IN,
14
2122-5500060
PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 61N.
15
2122-5500080
PAVED SHOULDER, HOT MIX ASPHALT MIXTURE, 8 1N.
16
2123-7450000
SHOULDER CONSTRUCTION, EARTH
17
21234450020
SHOULDER FINISHING, EARTH
18
2213-7100400
RELOCATION OF MAIL BOXES
19
2214-5145150
PAVEMENT SCARIFICATION
20
2301-0690203
BRIDGE APPROACH, BR -203
21
2301-0690205
BRIDGE APPROACH, BR -205
22
2301-1033070
STD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3
23
2361'4633645'
STD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 2
24
2301-6911722
PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES
25
23-1041500
30
HOT MIX ASPHALT HIGH TRAFFIC, BASE COURSE, 1/2 IN.
28
29
30
31
32
33
34
NHSX-1 51 -3(158)--3H-57
U.S. Highway 151 Reconstruction -Linn County
D8 Opinion of Probable Construction Cost
Snyder & Associates, Inc. -- 1/14/2019
DIVISION 1 1 DIVISION 2 1 DIVISION 3 1 DIVISION 4 1 DIVISION 5 1 UNITVISION VISION VISION VISION VISION
UNIT
EXHIBIT B
DITOTAL 1 I DITOTAL 2 I DITO AL 3 ( DITO AL 4 1
DITO AL 5 I TOTAL
2303-1042500 HOT MIX ASPHALT HIGH TRAFFIC, INTERMEDIATE COURSE, 1/2 IN. MIX TON 43.3 $ 100 $ 4,330 $ $ $ - $ 4,330
2303-1043502 HOT MIX ASPHALT HIGH TRAFFIC SURFACE COURSE, 1/2 IN. MIX, FRICTION L-2 TON 546.1 $ 115 $ 62,802 $ $ $ $ 62,802
_. _ _._..._ .. ....... -- -- ,., ----- ._._..N.. .._. ., - __ ....-.. -. - - ...- , --------
2303-1258284 ASPHALT BINDER, PG 58-28H, HIGH TRAFFIC TO43.2 $_ 725„ $ 31 320 $ _. $ $ $ 31,320
2304-0100000 DETOUR PAVEMENT SY 8,146.3 $ 35 $ 285,121 $ $ $ $ 285,121
231115-827_5925 ISUF<IVLVVAY
2401-67500_01 REMOVALS, AS PER PLF
--
2402-0425030 GRANULAR BACKFILL
2402-0425040 FLOODED BACKFILL
2402-2720100 EXCAVATION, CLASS 20
37
2412-0000100
ACRE
2.8$
39
2416-0100015
40
2416-0100018
41
2416-0100030
42
9,000
$ 25,200
$
$
$
$ .
$
14,260
$
25,200
975.5
EACH
UNIT
131
1
$,,.
35
.$,,._
34,143
$ ._.
$
100
$ 13,100
$
__
$
34,143
$
CY _
$
13,100
............ ---.-._ , - .-.._..... ... ....... . ........
_
TON
6,868.8
800,
--- _
81.1
. .. ------.. ......,.
$
1,500
$
_.... .
$
20
$ 137,376
$
1,622
$
LB
$
CONCRETE, 30 IN. DIA.
$
138,998
$ 6,000
$.-
CY
`CY
4,778.0
-
$
-
$
42
$
$
12
$ 57,336
$
SY
$
_
$
_.._ _
EACH
$.
__..
$_ _
79,102
169
2,500
$
10,000
$
$-
7
$ 553,714
$
1,183
$
AND REINSTALL CONCRETE PIPE APRONS GREATER THAT 36 IN.
$
EACH
$
554,897
$ 7,500
_
CY
50
$
500
$
500
$
$
$
200
$ 10,000
$
500
$
$4,000
$
$ 4,000
$.
10,000
$ 8,000
CY --
-4,099
100
-_
5,600
$
$
$
15
$ 61,485
$
CONCRETE ROADWAY PIPE, 42 INCH _ _
$
_
$
244
$
61,485
_ _
CY
11,492
$ _
47
-
$
_
_
$
8
$ 91,936
$
376
$
EACH
$
$
92,312
$„
CY
59,691
430
$ _
$ 78,000
$
2435-0251000
$
2
$ 119,382
$
$
$
$
119,382
CY2,361
59
_.
INTAKE, SW -512, 30 1N
EACH
--
-.$
$ .
_..._
20
$ 47,220
$
$
$
$3,0
$
$ 00
$
47,220
INTAKE, SW -513
EACH
CY
16116.2
$ 5,000
$ 15,000
$ 5,000
$
45
$ 725,229
$
61
$
_
MANHOLE ADJUSTMENT, MAJOR
$
$
7.251229
TON
846.7
$ 12,500
$
$
$ 12,500
62
$
35
$ 29,635
$
$
1
$
$ 1,500
$
29,635
__._. . ...
_... _......._
SY
_.
4544.4
63
_,.
CONNECTION TO EXISTING INTAKE
EACH
_.
$
_....,
42
__. ...-.,,.
$ 190,865
$
$
$
$
$
190,865
2499-3575000
_
SPECIAL FLUME
Y
_. 776.1
_
$ 85,000
$ 255,000
$
40
$...,. 31,044
$
$, 255,000
$
$
$
31,044.
SY
347.4
$
50
$ 17,370
$ '
-._..
_
$
$ _
--
$
17,370
STA
120.85
_
_
_
$.
300
1$ 36,255
$
$
$
$
36,255
STA
120.85
$
100
$ 12,085
$
$
$
$
12,085
EACH
10.0
$
500
$ 5,000
$
-
$
$ -
SY576.1
$
12
$ 6,914
$
-
$
$ -
$
6,914
SY
1 11 ,678.6
$
175
$ 293,755
$ -__
$
$
_ .
$
293,755
SY
1,188.8
$
185
$ 219,928
$
$
$
$
219,928
RABILITY, 7 IN.
_
SY
_...
4,131.6
347.6
$
50
$ 206,580
$
17,380
$
$
$
223,960
RABILITY 9.5 IN.
S21,572.7
Y
_.
--
$
60
$ 1 294 362
-,._
$
-
$
$ ..
_
$
1,294,362
LS
1
$'
20,000
$ 20,000
$
_$
$
$-
20,000...
X
TON
129.9
_
$.
_ 90
$ 11,691
$
_
$
$
$,
11,691
2303-1042500 HOT MIX ASPHALT HIGH TRAFFIC, INTERMEDIATE COURSE, 1/2 IN. MIX TON 43.3 $ 100 $ 4,330 $ $ $ - $ 4,330
2303-1043502 HOT MIX ASPHALT HIGH TRAFFIC SURFACE COURSE, 1/2 IN. MIX, FRICTION L-2 TON 546.1 $ 115 $ 62,802 $ $ $ $ 62,802
_. _ _._..._ .. ....... -- -- ,., ----- ._._..N.. .._. ., - __ ....-.. -. - - ...- , --------
2303-1258284 ASPHALT BINDER, PG 58-28H, HIGH TRAFFIC TO43.2 $_ 725„ $ 31 320 $ _. $ $ $ 31,320
2304-0100000 DETOUR PAVEMENT SY 8,146.3 $ 35 $ 285,121 $ $ $ $ 285,121
231115-827_5925 ISUF<IVLVVAY
2401-67500_01 REMOVALS, AS PER PLF
--
2402-0425030 GRANULAR BACKFILL
2402-0425040 FLOODED BACKFILL
2402-2720100 EXCAVATION, CLASS 20
37
2412-0000100
38
241670100012
39
2416-0100015
40
2416-0100018
41
2416-0100030
42
24164100042
43
2416-0101136
;ONCF
STEEL
A CRUSHED STONE _ _TON 414 _--- _--_ $ - 35 $ 14,490 $ $ $ $ 14,490
LS 1 $ 15,000 $ 15,000 $ $ $ $ 15,000
TON 54,423.4
GROUVINU IN CUNCKE I E
CONCRE I E, 12 IN. UTA.-
CY
285.2
EACH
2
2
$
50
$
14,260
$
$
$
$
$
$ .
$
14,260
2,000 .
CY
975.5
EACH
_
1
1
$,,.
35
.$,,._
34,143
$ ._.
_
$
$ 1,200
$ _
__
$
34,143
CY _
_..
_ 1.4
_
_
$
800,
$ _
--
50
$
1,500
$
_ 1,120
$
$
$
1'120
--------
_ -
LB
�
CONCRETE, 30 IN. DIA.
- 21
EACH
$ 6,000
$.-
2
$
-
$
-
$
42
$
$ ..-._ _'
$
42
$
SY
5,485
_
_.,
_.._ _
EACH
$.
3
$_ _
$
2,500
$
10,000
$
CONCRE I E, 12 IN. UTA.-
2417-0225012
EACH
EACH
2
2
$
1,000
$
$
$ _ 2,000
$
-
$ .
2417-0225018
$
2,000 .
ET
CONCRE, 151N. DIA.
EACH
_
1
1
$ 3,000
$
$
$
1,200
$
1,200
$ 1,200
$
LF
28
CONCRETE, 181N. DIA _
$ 30
EACH
$
_ 2
$
1
_.
50
$.
1,500
$
3,00-0
$
$
1,500
$
$_ 40
$
4,500
CONCRETE, 30 IN. DIA.
_._
EACH
$ 6,000
51
2432-0000100
_._ 1
SF
_
$..
2,000
$ __.
-----.._.__
$ ..-._ _'
$ __.
2,000
$
_
$
2,000
CONCRETE, 42 IN. DIA.
2435-0130148
EACH
EACH
4
1
$
2,500
$
10,000
$
$
$ 4,000
$
�__ __-
2435-'630160
$
10,000
AND REINSTALL CONCRETE PIPE APRONS GREATER THAT 36 IN.
l
EACH
4
_ 1
$ 7,500
$ -
$ -
$ -
$
500
$
500
$
$
EACH
$
1
$
500
_. _ .
CONCRETE ENTRANCE PIPE, 30 INCH
$4,000
LF
$ 4,000
56
$
$ 8,000
55
$
100
$
5,600
$
$
$
$ 9,000
$
5,600
CONCRETE ROADWAY PIPE, 42 INCH _ _
�
LF
$ 9,000
244
_
_
_ _
$-
180
$ _
43,920
$ -
$
.. -
$ _
_
$
43,920
._,
, CONCRETE ROADWAY PIPE, 48 INCH _ _
2435-0250900
_LF
EACH
2
_
$„
_215
$
430
$ _
$
$ 78,000
$
2435-0251000
$
430
47
2417-0225012
APRONS, METAL, 12 1N. DIA
EACH
2
$ 400
$ 800
$
$
$
$ 800
48
2417-0225018
APRONS, METAL, 18 IN. DIA
EACH
6
_
$ 500
$ 3,000
$
$
$
$ 3,000
49
2417-10000
07
_
CORRUGATED PIPE CULVERT, ENTRANCE PIPE, 12 1N. DIA
LF
28
$ 30
$ 840
$
$ -
$
$ 840
50
2417-1040018
CULVERT, CORRUGATED METAL ENTRANCE PIPE 18 IN. DIA.
LF
150
$_ 40
$ 6,000
$
$
$
$ 6,000
51
2432-0000100
MECHANICALLY STABILIZED EARTH RETAINING WALL
SF
31998
__..---_
-----.._.__
$ 30
$ _
52
2435-0130148
_-.. _
MANHOLE, SANITARY SEWER, SW 301, 48 IN.
EACH
1
$ 4,000
$
$ 4,000
$
$
$ 4,000
53
�__ __-
2435-'630160
MA NHOLE, SANITARY SEWER, SW -301, 60 W.
EACH
l
4
$ 7,500
$ -
$ -
$ -
$ 30,000
$ 30,000
54
2435-0140148
MANHOLE, STORM SEWER, SW -401,48 IN.
EACH
1
1
$4,000
$ 4,000
$ 4,000
$
$
$ 8,000
55
2435-0140172
_
MANHOLE STORM SEWER, SW -401,72 IN.
EACH
1
$ 9,000
$ -
$ -
$ 9,000
$
$ 9,000
56
2435-0250700
_ _ _
INTAKE, SW -507
EACH
1
1
$ 3,500
$ -
$ 31500
$ 3,500
$
$ 7,000
57
2435-0250900
INTAKE, SW -509
EACH
12
1
$ 6,000
$ 72,000
$
$ 6,000
$
$ 78,000
58
2435-0251000
INTAKE, SW -510
59
2435-0251230
INTAKE, SW -512, 30 1N
EACH
1
$ 3,000
$
$
$ 3,000
$3,0
$ 00
60
2435-0251300
INTAKE, SW -513
EACH
3
1
$ 5,000
$ 15,000
$ 5,000
$
$
$ 20,000
61
2435-0600020
_
MANHOLE ADJUSTMENT, MAJOR
EACH
5
$.. 2,500
$
$ 12,500
$
$
$ 12,500
62
2435-0700010
___. -._... _.
CONNECTION TO EXISTING MANHOLE
EACH
1
1
$ 1,500
$
$ 1,500
$
$ 1,500
$ 3,000
63
2435-0700020
CONNECTION TO EXISTING INTAKE
EACH
_ _ 1
$ 1,500
$
$
$ 1,500
$
$ 1,500'
64
2499-3575000
_
SPECIAL FLUME
EACH
3
_
$ 85,000
$ 255,000
$ -
$ -.
$
$, 255,000
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EXHIBIT B
142
2602-0000101
MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK
LF
910
$ 2
$ 1,820
$
$
$
$ 1,820
14
2602-0000150
STABILIZED CONSTRUCTION ENTRANCE
LF
1,400
$ 35
$ 49,000
$
$
$
$ 49,000
14.4
263 02-0000320
PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 20 IN. DIA. _
— --
LF
-
5,799
$ - 3
$ 17,3 97
$
$
$
$ 17,397
145
2602-0000350
REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE
LF
5,799
$ 1
$ 5,799
$
$
$
$ 5,799
146
2602-0000400
TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY
EACH
25
$ 350
$ 8,750
$
$
$
$ 8,750
147
2602-0000410
MAINTENANCE OF TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY
EACH
25
$ 50
$ 1,250
$
$
$
$ 1,250
148
2602-0000420
REMOVAL OF TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY
EACH
25
$ 10
$ 250
$
$
$
$ 250
149
2602-0000500
OPEN -THROAT CURB INTAKE SEDIMENT FILTER
LF
136
$ 10
$ 1,360
$
$
$
$ 1_ ,360
150
2602-0000510
MAINTENANCE OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER
EACH
18
$ 8
$ 144
$
$
$
$ 144
151
2602-0000520
REMOVAL OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER
EACH
18$
3
$ 54
$
$ 54
152
2602-0010610
MOBILIZATIONS, EROSION CONTROL
EACH
5
$ 500
$ 2,500
$
$
$
$ 2,500
153
2602-0010020
MOBILIZATIONS, EMERGENCY, EROSION CONTROL _
EACH
5
$ 1,000
$ 5,000
$
$
$
$ 5,000
ROADWAY SUBTOTAL: I $ 9,018,222 I $ 198,736 ( $ 121,452 I $ 209,725 I $ - I $ 9,460,799
PROJECT TOTAL: $ 9,018,222 $ 198,736 $ 121,452 $ 209,725 $ - $ 9,460,799
Division 1: Stat, Funding
Division 2: City of Fairfax Funding
Division 3: State/City ofFairf x Shared Funding
Division 4: City of Cedar Rapids Funding
Division 5: Retaining Wall Design No. 918
CAU .... Xkpopp\DocomentoWy Received hlos\Copy of 57151158 D8C,,t0pWo (W2).xlsx
2019-4-048—Fairfax