8.1. SR 12-05-2016Request for Action
To Item Number
Mayor and City Council 8.1
Agenda Section Meeting Date Prepared by
General Business December 5, 2016 Justin Femrite P.E., City Engineer
Item Description Reviewed by
2017 Street Improvement Feasibility Report Cal Portner, City Administrator
Reviewed by
Action Requested
Approve, by motion, Feasibility Report for the 2017 Street Improvements project.
Background/Discussion
Attached is the Feasibility Report for the 2017 Street Improvements project. Upon approval, staff will
proceed with final plan preparation with an expected late winter bid opening to assure construction can
begin by May of 2017. Project sequencing will be finalized through the design process.
Financial Impact
The Feasibility Report details a total project cost of $4,445,120 for the improvements. This amount will
be funded through our Pavement Management Fund, Stormwater Fund and our Municipal State Aid
account. Final cost splits between these sources will be determined after construction bids are received.
No private property special assessments are proposed for this project.
Attachments
2017 Street Improvements, Feasibility Report
Feasibility Report for
2017 Street Improvements
City of Elk River, MN
October 27, 2016
Submitted by:
Hakanson Anderson
3601 Thurston Avenue
Anoka, MN
Phone: 763-427-5860
Fax: 763-427-0520
City of Elk River, Minnesota
2017 Street and Utility Improvements
CERTIFICATION
Feasibility Report
For
2017 Street and Utility Improvements
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision,
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
By:
Shane M. Nelson, P.E.
License No. 43381
Date: 10/27/2016
City of Elk River, Minnesota
2017 Street and Utility Improvements
TABLE OF CONTENTS
1.0 INTRODUCTION ..................................................................................................................... 1
1.1 Reconstruction .................................................................................................................... 1
1.2 Full Depth Reclamation (FDR) ............................................................................................. 1
1.3 Bituminous Overlay ............................................................................................................. 1
2.0 PROPOSED IMPROVEMENTS .................................................................................................. 2
2.1 194th Avenue NW, Irving Circle NW, Lowell Street NW, 193rd Lane NW, 192nd Avenue
NW, 193rd Avenue NW, King Circle NW, Norfolk Street NW, Oxford Avenue NW ............ 2
2.2 Joplin Street ........................................................................................................................ 4
2.3 Orono Parkway ................................................................................................................... 5
2.4 Business Center Drive ......................................................................................................... 6
2.5 Evans Street ........................................................................................................................ 7
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2.6 178 Avenue ....................................................................................................................... 7
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2.7 209 Avenue ....................................................................................................................... 9
2.8 198th Avenue, Troy Street, Victoria Street and 197th Circle ........................................... 10
2.9 185th Avenue .................................................................................................................... 11
3.0 PERMITS .............................................................................................................................. 11
4.0 ESTIMATED COSTS ............................................................................................................... 12
5.0 FUNDING ............................................................................................................................. 12
6.0 RECOMMENDATION ............................................................................................................ 12
FIGURES
Figure 1 Reconstruction Area ........................................................................................................ 2
Figure 2 Typical Section ................................................................................................................ 3
Figure 3 Joplin Street .................................................................................................................... 4
Figure 4 Orono Parkway ................................................................................................................ 5
Figure 5 Business Center Drive ..................................................................................................... 6
Figure 6 Evans Street..................................................................................................................... 7
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Figure 7 178 Avenue ................................................................................................................... 8
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Figure 8 209 Avenue ................................................................................................................... 9
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Figure 9 198 Avenue, Troy Street, Victoria Street, 197th Circle ............................................... 10
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Figure 10 185 Avenue ............................................................................................................... 11
City of Elk River, Minnesota
2017 Street and Utility Improvements
APPENDIX
Appendix A Preliminary Engineers Estimate Neighborhood Reconstruction
Appendix B Preliminary Engineers Estimate Joplin Avenue
Appendix C Preliminary Engineers Estimate Orono Parkway
Appendix D Preliminary Engineers Estimate Business Center Drive
Appendix E Preliminary Engineers Estimate Evans Street
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Appendix F Preliminary Engineers Estimate 178 Avenue
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Appendix G Preliminary Engineers Estimate 209 Avenue
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Appendix H Preliminary Engineers Estimate 198, Troy, Victoria, 197
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Appendix I Preliminary Engineers Estimate 185 Avenue
City of Elk River, Minnesota
2017 Street and Utility Improvements
1.0 Introduction
Several project areas are included in the 2017 Street Improvement project. The streets range in
function from local residential streets to local collectors. Each street was reviewed by Hakanson
Anderson and City staff to determine the current road and pavement conditions and to evaluate
the appropriate rehabilitation technique. A brief summary of each technique is discussed below.
1.1 Reconstruction
Reconstruction is considered when the pavement has failed and additional subgrade corrections
and/or drainage improvements are necessary. Complete reconstruction involves removing or
reclaiming the failed bituminous curbing and pavement, rebuilding the subgrade, constructing a
new aggregate base, drainage improvements, and construction of a new asphalt surface. The
drainage is improved with the addition of concrete curb and gutter and/or storm sewer. It is
often necessary to remove and replace portions of driveways to individual properties to complete
the work. Mail boxes are adjusted or replaced and a portion of the right of way adjacent to the
street is impacted. Reconstruction projects often have the longest time frames for completion.
1.2 Full Depth Reclamation (FDR)
Full depth reclamation is a treatment practice of reclaiming the existing bituminous pavement
into the underlying aggregate base. Full depth reclamation is effective when the pavement
surface exhibits moderate to severe transverse cracking, pattern cracking, or raveling.
Reclaiming the bituminous pavement into the underlying aggregate base creates additional
strength for the new pavement structure. After the road is reclaimed, the base is shaped and
compacted and a new bituminous surface is constructed. Failed sections of concrete curb and
gutter are removed and replaced to restore the drainage.
1.3 Bituminous Overlay
A bituminous overlay is considered when the pavement is in overall fair condition but has been
in-place for several years or has been subjected to repeated loading. In areas with concrete curb
and gutter, the edge of the bituminous is milled such that the new pavement elevations match
the existing concrete curb and gutter elevations. A bituminous overlay adds structural strength
to the pavement and extends the pavement life.
City of Elk River, Minnesota 1 | Page
2017 Street and Utility Improvements
2.0 Proposed Improvements
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2.1 194 Avenue NW, Irving Circle NW, Lowell Street NW, 193 Lane NW, 192 Avenue
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NW, 193 Avenue NW, King Circle NW, Norfolk Street NW, Oxford Avenue NW
These roads are proposed for reconstruction. The pavement has surpassed its useful life and is
in need of replacement. The pavement surface shows many signs of failure, including potholes,
pattern cracking, and patching. The roads currently utilize bituminous curb and exhibit the
characteristics of an urban section, as drainage is predominately conveyed along the curb as
opposed to ditches.
It is proposed that B412 concrete curb and gutter is installed. This is a slightly smaller curb than
the City standard B618 but will better match the existing conditions. A concrete curb is proposed
as it assures better drainage than bituminous curb. It is proposed that the existing bituminous is
reclaimed into the underlying gravel to produce material that can be utilized as base during the
reconstruction. The reclaimed aggregate base will be removed and the subgrade prepared to the
plan elevations. The reclaimed aggregate base will then be constructed to the planned thickness
and concrete curb and gutter will be installed. Finally, the roads will be repaved with two lifts of
bituminous, estimated to be 4 inches thick. Driveways will be matched and drainage
improvements will be made. The total estimated cost for the improvements is $1,679,485.
The project limits are depicted in Figure 1 below. The proposed typical section is depicted in
Figure 2.
Figure 1.
Reconstruction Area
City of Elk River, Minnesota 2 | Page
2017 Street and Utility Improvements
Figure 2
Typical Section
City of Elk River, Minnesota 3 | Page
2017 Street and Utility Improvements
Ћ͵ЋWƚƦƌźƓ{ƷƩĻĻƷ
JoplinStreetisacollectorroadwhichconnectsseveralresidences,businessesandciviccenters
withTrunkHighway10.ThedeteriorationofthepavementfromTrunkHighway10toMississippi
RoadNWismoreseverethanfromMississippiRoadtoRiverviewDrive.Therefore,afulldepth
reclamationisproposedtorehabilitatethissegment.Theexistingbituminouspavementwillbe
reclaimedintotheunderlyingaggregatebase.Allfailedsectionsofconcretecurbandgutterwill
bereplaced.Thenewbituminoussurfacewillbeconstructedandthepavementmarkingswillbe
reapplied.ThebituminoustrailalongtheeastsideofJoplinStreetwillalsoberehabilitatedand
nonADAcompliantpedestriancurbrampswillbereplacedalongthissegment.
SouthofMississippiRoad,theedgeofthebituminouspavementwillbemilledalongtheconcrete
curbandgutter.Abituminousoverlaywillthenbeconstructedtoaddstrengthandextendthe
lifeofthepavementsurface.Thenewoverlaywillmatchtheexistingcurbelevations.
ThetotalcostfortheimprovementstoJoplinstreetis$635,799.Thelimitsoftheprojectare
depictedbelowinFigure3.
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CityofElkRiver,Minnesota 4|Page
2017StreetandUtilityImprovements
2.3 Orono Parkway
The pavement on Orono Parkway is showing signs of deterioration and has surpassed its useful
life. The existing pavement is raveling and has several surface defects. The concrete curb and
gutter of the center median collects the stormwater runoff and conveys it to a low point in the
median where the stormwater is then directed across the driving lanes. The pavement at these
areas is showing greater signs of distress from the concentrated flow and further is a safety
concern due to possible hydroplaning and ice formation during the winter months.
The proposed rehabilitation method is a full depth reclamation. All failed segments of the
concrete curb and gutter will be replaced. Further, storm sewer will be added at strategic
locations in the center median to safely convey the stormwater to the storm drainage system.
The new bituminous surface will be constructed and pavement markings will be reapplied. The
bituminous trail on the north side of Orono Parkway will also be rehabilitated and non ADA
compliant pedestrian curb ramps will be replaced. The total estimated cost for Orono Parkway
is $533,940. The limits of the proposed project are shown below in Figure 4.
Figure 4
Orono Parkway
City of Elk River, Minnesota 5 | Page
2017 Street and Utility Improvements
Ћ͵Ѝ.ǒƭźƓĻƭƭ/ĻƓƷĻƩ5ƩźǝĻ
ThepavementonBusinessCenterDriveisshowingfatiguecrackingandisatorneartheendof
itsusefullife.TheroadismostlyparalleltoTrunkHighway10andprovidesaccesstothe
surroundingbusinessesandciviccenters.
Theproposedrehabilitationmethodisafulldepthreclamation.Allfailedsectionsofconcrete
curbandgutterwillberemovedandreplaced.Anewbituminoussurfacewillbeconstructedand
thepavementmarkingswillbereapplied.
ThetotalestimatedcostforBusinessCenterDriveis$564,426.Thelimitsoftheproposedproject
5.
areshownbelowinFigure
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CityofElkRiver,Minnesota 6|Page
2017StreetandUtilityImprovements
2.5 Evans Street
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The segment of Evans Street, between 193 Avenue and 197 Avenue, is a collector road
connects other city streets and provides access to several surrounding businesses. The pavement
is in overall fair condition but shows several transverse and longitudinal cracks and is in need of
additional strength.
A bituminous overlay is proposed to provide additional structural strength and extend the life of
the pavement. Edged milling will be performed along the concrete curb and gutter such that the
new overlay will match the existing curb elevations. On the north and south ends, where a center
median exists, the existing bituminous will be milled to a uniform depth to prepare the roadway
for the overlay. The existing road will be the same elevation, or slightly higher, than existing. All
non ADA compliant pedestrian curb ramps will also be replaced on this segment.
The total estimated project cost for Evans Street is $300,235. The limits of the project are
depicted below in Figure 6.
Figure 6
Evans Street
City of Elk River, Minnesota 7 | Page
2017 Street and Utility Improvements
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2.6 178Avenue
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178 Avenue begins at Riverview Drive and extends southwest to the cul-de-sac. The road is a
local residential street that provides access to the surrounding residential homes. The pavement
is severely deteriorated and in need of replacement. The area is primarily a rural section, with
shallow ditches.
A full depth reclamation with drainage improvements is proposed to rehabilitate this segment.
Additional reclaim material will be imported and added to the base to provide additional
strength. A new bituminous surface will be constructed. The finished pavement surface will be
at the same, or slightly higher, elevation than existing. Driveways will be matched and drainage
will be improved by replacing driveway culverts.
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The total estimated cost for 178 Avenue is $133,798. The limits of the project are depicted
below in Figure 7.
Figure 7
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178 Avenue
City of Elk River, Minnesota 8 | Page
2017 Street and Utility Improvements
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2.7 209Avenue
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The portion of 209 Avenue from Meadowvale Road NW to the City limits was evaluated. The
road is a collector street and provides access to residential properties on the north side of the
owvale
Road NW. The in-slopes adjacent to the existing wetlands are currently steeper than desired.
The proposed rehabilitation method is a full depth reclamation. The existing bituminous
pavement will be reclaimed into the underlying aggregate base. In the area of the existing
wetlands, the reclaim material will be removed such that the subgrade can be excavated. The
reclaim material will be replaced and supplemented with additional reclaim material to provide
additional strength prior to paving. A new bituminous surface will be constructed and the
pavement markings will be re-applied. The finished elevation will be the same or slightly lower
than existing.
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The total estimated cost of 209 Avenue is $113,325. The limits of the proposed project are
depicted below in Figure 8.
Figure 8
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209 Avenue
City of Elk River, Minnesota 9 | Page
2017 Street and Utility Improvements
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2.8 198Avenue, Troy Street, Victoria Street and 197Circle
The roads in this area are in fairly good condition with the exception of a few isolated areas. The
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pavement surface on the west end of 198 Avenue is deteriorated and has little separation from
the surface water in the adjacent wetlands. There are isolated areas of pavement failures and
also a few areas that have been patched that have also failed.
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It is proposed that a segment of 198 Av of Zebulon
Street NW, will be reclaimed. Additional reclaim material will be added in this segment to
increase the aggregate base strength and separation from the adjacent wetland water elevation.
Failed areas of bituminous on the remaining segments will be patched. An overlay will be
constructed over the entire project area to add structural strength and extend the pavement life.
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The total estimated cost for 198 Avenue, Troy Street, Victoria Street and 197 Circle is
$271,346. The project limits are depicted below in Figure 9.
Figure 9
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198 Avenue, Troy Street, Victoria Street, 197 Circle
City of Elk River, Minnesota 10 | Page
2017 Street and Utility Improvements
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2.9185Avenue
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185 Avenue is a collector road that provides access to several surrounding businesses and
residential areas. The pavement is in overall fair condition but shows several transverse and
longitudinal cracks and is in need of additional strength.
A bituminous overlay is proposed to provide additional structural strength and extend the life of
the pavement. Edged milling will be performed along the concrete curb and gutter such that the
new overlay will match the existing curb elevations. In the locations adjacent to Trunk Highway
10 where a center median exists, the existing bituminous will be milled to a uniform depth to
prepare the roadway for the overlay. The existing road will be the same elevation, or slightly
higher, than existing.
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The total estimated project cost for 185 Avenue is $212,766. The limits of the project are
depicted below in Figure 10.
Figure 10
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185 Avenue
City of Elk River, Minnesota 11 | Page
2017 Street and Utility Improvements
3.0 Permits
It is anticipated that the following permits will be necessary for the 2017 Street Improvement
Project:
Minnesota Pollution Control Agency NPDES Construction Permit
Minnesota Department of Transportation Work within Right-of-Way
Sherburne County Work within Right-of-Way
4.0 Estimated Costs
The 2017 construction costs have been estimated for the proposed project locations. The
estimated costs are estimates only and are not guaranteed prices. The costs shown are estimates
based on actual bid prices from projects of similar scope and adjusted for inflation. The cost
estimates include a contingency amount of 10% to account for costs that are unknown at this
time. They also include indirect project costs such as engineering, legal expenses, testing, and
administrative.
Before bidding, the construction estimates should be updated to reflect changes in construction
costs and the final design. Final contracts will be awarded on a unit price basis and the Contractor
will only be paid for work completed. No costs have been included for easements. The total
estimated project cost is $4,445,120. Detailed preliminary estimates of the cost of the
improvements for each project area are included in the appendix.
5.0 Funding
The City proposes to utilize local Pavement Management and Storm Water funds for the
proposed improvements. Municipal State Aid routes will be eligible for Municipal State Aid
funds.
6.0 Recommendation
This project is feasible, cost effective and necessary from an engineering standpoint and can be
best accomplished by letting competitive bids. We recommend that the City accept this report.
City of Elk River, Minnesota 12 | Page
2017 Street and Utility Improvements
APPENDIX A
City of Elk River, Minnesota
2017 Street and Utility Improvements
PRELIMINARY ENGINEER'S ESTIMATE - NEIGHBORHOOD RECONSTRUCT
(OXFORD STREET, NORFOLK STREET, LOWELL STREET, 192ND AVENUE, 194TH CIRCLE, 194TH AVENUE, IRVING
STREET, IRVING CIRCLE, 193RD LANE, LOVELL CIRCLE, 193RD AVENUE, KING CIRCLE)
2017 STREET IMPROVEMENT PROJECT
OCTOBER 27, 2016
ITEM ESTIMATED ESTIMATED ESTIMATED
NO.ITEM DESCRIPTIONUNITUNIT COSTQUANTITYCOST
1MOBILIZATIONLUMP SUM$68,000.001$68,000
2CLEARINGTREE$130.0048$6,240
3GRUBBINGTREE$26.2548$1,260
4REMOVE CASTINGEACH$100.001$100
5REMOVE CONCRETE PAVEMENTSQ FT$0.899,421$8,385
6FULL DEPTH RECLAMATIONSQ YD$1.5037,255$55,883
7REMOVE BITUMINOUS PAVEMENT - DRIVEWAYSQ YD$3.152,696$8,492
8SAWING CONCRETE PAVEMENT - FULL DEPTHLIN FT$5.30679$3,599
9SAWING BITUMINOUS PAVEMENT - FULL DEPTHLIN FT$3.001,827$5,481
10LANDSCAPE RESTORATIONALLOWANCE$30,000.001.00$30,000
11COMMON EXCAVATION (EV)CU YD$9.008,429$75,861
12TOPSOIL BORROW (LV)CU YD$28.002,600$72,800
13SUBGRADE PREPARATIONROAD STATION$189.00109.1$20,620
14AGGREGATE BASE CLASS 7TON$5.0013,602$68,010
15MILL BITUMINOUS SURFACE (2")SQ YD$11.5543$497
16BITUMINOUS MATERIAL FOR TACK COATGALLONS$2.402,107$5,057
17TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON$62.003,186$197,532
18TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B) TON$57.005,308$302,556
19TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 2.5" THICKSQ YD$18.002,078$37,404
20CONCRETE CURB & GUTTER DESIGN B412LIN FT$9.5021,838$207,461
216" CONCRETE DRIVEWAY PAVEMENTSQ FT$4.9515,417$76,314
22TRAFFIC CONTROL LUMP SUM$16,800.001.00$16,800
23STORM DRAIN INLET PROTECTIONEACH$100.0018$1,800
24TEMPORARY ROCK CONSTRUCTION ENTRANCEEACH$500.0011$5,500
25SODDING TYPE MINERALSQ YD$4.7012,510$58,797
26FERTILIZER TYPE 1POUND$0.851,001$851
27REMOVE SEWER PIPE (STORM)LIN FT$2.50389$973
28REMOVE MANHOLE OR CATCH BASINEACH$300.004$1,200
2915" RC PIPE APRONEACH$1,000.003$3,000
3024" RC PIPE APRONEACH$1,300.002$2,600
3115" RC PIPE SEWER DESIGN 3006 CL VLIN FT$60.00266$15,960
3224" RC PIPE CULVERT DESIGN 3006 CL IIILIN FT$33.6080$2,688
33ADJUST FRAME AND RING CASTINGEACH$500.001$500
34CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020EACH$2,200.007$15,400
35CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'X3'EACH$1,500.005$7,500
36CASTING ASSEMBLY-STORMEACH$600.0012$7,200
37CASTING ASSEMBLY-SANITARYEACH$500.001$500
38SILT FENCE, TYPE MACHINE SLICEDLIN FT$1.752,600$4,550
39RANDOM RIPRAP CLASS IICU YD$110.0020$2,200
TOTAL ESTIMATED CONSTRUCTION COST$1,399,571
CONSTRUCTION CONTINGENCY$139,957
INDIRECT COSTS$139,957
TOTAL ESTIMATED PROJECT COSTS$1,679,485
S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303-Reconstruct Area Engineers Estimate
APPENDIX B
City of Elk River, Minnesota
2017 Street and Utility Improvements
PRELIMINARY ENGINEER'S ESTIMATE - JOPLIN AVENUE
2017 STREET IMPROVEMENTS
OCTOBER 27, 2016
ITEMESTIMATEDESTIMATED ESTIMATED
NO.ITEM DESCRIPTIONUNITUNIT COSTQUANTITYCOST
1MOBILIZATIONLUMP SUM$140,000.000.2028,000.00$
2REMOVE CURB AND GUTTERLIN FT$5.509004,950.00$
3REMOVE CONCRETE WALKSQ FT$2.501,7304,325.00$
4REMOVE CONCRETE PAVEMENTSQ YD$3.50100350.00$
5REMOVE BITUMINOUS PAVEMENTSQ YD$1.751,0001,750.00$
6SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT$5.302501,325.00$
7SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT$3.005001,500.00$
8SUBGRADE PREPARATIONROAD STA$500.0028.014,000.00$
9SUBGRADE PREPARATION (TRAIL)ROAD STA$200.0026.35,260.00$
10FULL DEPTH RECLAMATIONSQ YD$0.5519,74010,857.00$
11EXPORT SURPLUS FDRCY$4.001,7006,800.00$
12MILL BITUMINOUS SURFACE (1.5")SQ YD$15.002503,750.00$
13MILL BITUMINOUS SURFACE (2")SQ YD$0.552,4001,320.00$
14TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON$62.002,600161,200.00$
15TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 2.5" THICKTON$65.0044028,600.00$
16TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)TON$57.002,485141,645.00$
17ADJUST VALVE BOXEACH$480.002960.00$
18ADJUST FRAME AND RING CASTINGEACH$300.0041,200.00$
196" CONCRETE WALKSQ FT$10.00173017,300.00$
20CONCRETE CURB AND GUTTER DESIGN BLIN FT$20.0090018,000.00$
21TRUNCATED DOMESSQ FT$38.0029211,096.00$
22TRAFFIC CONTROL SUPERVISORLUMP SUM$42,000.000.208,400.00$
23TRAFFIC CONTROLLUMP SUM$96,000.000.2019,200.00$
24SIGN PANELS TYPE CSQ FT$50.00603,000.00$
25STORM DRAIN INLET PROTECTIONEACH$90.00252,250.00$
26STABILIZED CONSTRUCTION EXITLUMP SUM$475.0031,425.00$
27LOAM TOPSOIL BORROWCU YD$40.0030012,000.00$
28TURF ESTABLISHMENTACRE$3,500.001.13,850.00$
29PAVEMENT MESSAGE (LEFT ARROW)-EPOXYEACH$95.005475.00$
30PAVEMENT MESSAGE (RIGHT ARROW)-EPOXYEACH$95.004380.00$
31PAVEMENT MESSAGE (THRU ARROW)-EPOXYEACH$150.002300.00$
324" SOLID LINE WHITE-EPOXYLIN FT$0.20780156.00$
334" BROKEN LINE WHITE-EPOXYLIN FT$0.201120224.00$
344" DOUBLE SOLID LINE YELLOW-EPOXYLIN FT$0.402230892.00$
3524" SOLID LINE WHITE-EPOXYLIN FT$6.052601,573.00$
36CROSSWALK MARKING-EPOXYSQ FT$4.80240011,520.00$
TOTAL ESTIMATED CONSTRUCTION COST529,833.00$
CONSTRUCTION CONTINGENCY52,983.00$
INDIRECT COSTS52,983.00$
TOTAL ESTIMATED PROJECT COSTS635,799.00$
S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303 FDR Overlay Feasibility Estimate
APPENDIX C
City of Elk River, Minnesota
2017 Street and Utility Improvements
PRELIMINARY ENGINEER'S ESTIMATE - ORONO PARKWAY
2017 STREET IMPROVEMENTS
OCTOBER 27, 2016
ITEMESTIMATEDESTIMATED ESTIMATED
NO.ITEM DESCRIPTIONUNITUNIT COSTQUANTITYCOST
1MOBILIZATIONLUMP SUM$140,000.000.1521,000.00$
2REMOVE CURB AND GUTTERLIN FT$5.501,7009,350.00$
3REMOVE CONCRETE WALKSQ FT$2.501,7004,250.00$
4REMOVE CONCRETE PAVEMENTSQ YD$3.50100350.00$
5REMOVE BITUMINOUS PAVEMENTSQ YD$1.75150262.50$
6SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT$5.30100530.00$
7SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT$3.00200600.00$
8SUBGRADE PREPARATIONROAD STA$500.0056.028,000.00$
9FULL DEPTH RECLAMATIONSQ YD$0.5518,40010,120.00$
10EXPORT SURPLUS FDRCY$4.002,0308,120.00$
11BITUMINOUS MATERIAL FOR TACK COATGALLON$2.407601,824.00$
12TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON$62.001,820112,840.00$
13TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 2.5" THICHTON$65.0043528,275.00$
14TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)TON$57.001,820103,740.00$
15ADJUST VALVE BOXEACH$480.002960.00$
16CONSTRUCT DRAINAGE STRUCTURE (SPECIAL)EACH$3,500.00931,500.00$
17ADJUST FRAME AND RING CASTINGEACH$300.00185,400.00$
18CONCRETE CURB AND GUTTER DESIGN BLIN FT$20.001,70034,000.00$
19TRAFFIC CONTROL SUPERVISORLUMP SUM$42,000.000.156,300.00$
20TRAFFIC CONTROLLUMP SUM$96,000.000.1514,400.00$
21SIGN PANELS TYPE CSQ FT$50.00603,000.00$
22STORM DRAIN INLET PROTECTIONEACH$90.00161,440.00$
23STABILIZED CONSTRUCTION EXITLUMP SUM$475.002950.00$
24LOAM TOPSOIL BORROWCU YD$40.0025010,000.00$
25TURF ESTABLISHMENTACRE$3,500.001.24,200.00$
26PAVEMENT MESSAGE (LEFT ARROW)-EPOXYEACH$95.002190.00$
274" SOLID LINE WHITE-EPOXYLIN FT$0.205,6001,120.00$
284" DOUBLE SOLID LINE YELLOW-EPOXYLIN FT$0.40400160.00$
2924" SOLID LINE WHITE-EPOXYLIN FT$6.0542254.10$
30CROSSWALK MARKING-EPOXYSQ FT$4.803781,814.40$
TOTAL ESTIMATED CONSTRUCTION COST444,950.00$
CONSTRUCTION CONTINGENCY44,495.00$
INDIRECT COSTS44,495.00$
TOTAL ESTIMATED PROJECT COSTS533,940.00$
S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303 FDR Overlay Feasibility Estimate
APPENDIX D
City of Elk River, Minnesota
2017 Street and Utility Improvements
PRELIMINARY ENGINEER'S ESTIMATE - BUSINESS CENTER DRIVE
2017 STREET IMPROVEMENTS
OCTOBER 27, 2016
ITEMESTIMATEDESTIMATED ESTIMATED
NO.ITEM DESCRIPTIONUNITUNIT COSTQUANTITYCOST
1MOBILIZATIONLUMP SUM$140,000.000.2028,000.00$
2REMOVE CURB AND GUTTERLIN FT$5.506703,685.00$
3REMOVE CONCRETE WALKSQ FT$2.50140350.00$
4REMOVE CONCRETE PAVEMENTSQ YD$3.50100350.00$
5REMOVE BITUMINOUS PAVEMENTSQ YD$1.75200350.00$
6SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT$5.30100530.00$
7SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT$3.00275825.00$
8SUBGRADE PREPARATIONROAD STA$500.003316,500.00$
9FULL DEPTH RECLAMATIONSQ YD$0.5522,90012,595.00$
10EXPORT SURPLUS FDRCY$4.002,86111,444.00$
11BITUMINOUS MATERIAL FOR TACK COATGALLON$2.401,1452,748.00$
12TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON$62.002,740169,880.00$
13TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)TON$57.002,740156,180.00$
14ADJUST VALVE BOXEACH$480.00157,200.00$
15ADJUST FRAME AND RING CASTINGEACH$300.0092,700.00$
166" CONCRETE WALKSQ FT$10.001401,400.00$
17CONCRETE CURB AND GUTTER DESIGN BLIN FT$20.0067013,400.00$
18TRUNCATED DOMESSQ FT$38.0024912.00$
19TRAFFIC CONTROL SUPERVISORLUMP SUM$42,000.000.208,400.00$
20TRAFFIC CONTROLLUMP SUM$96,000.000.2019,200.00$
21SIGN PANELS TYPE CSQ FT$50.00603,000.00$
22STORM DRAIN INLET PROTECTIONEACH$90.00121,080.00$
23STABILIZED CONSTRUCTION EXITLUMP SUM$475.002950.00$
24LOAM TOPSOIL BORROWCU YD$40.00301,200.00$
25TURF ESTABLISHMENTACRE$3,500.000.15525.00$
26PAVEMENT MESSAGE (LEFT ARROW)-EPOXYEACH$95.00181,710.00$
27PAVEMENT MESSAGE (RIGHT ARROW)-EPOXYEACH$95.00195.00$
28PAVEMENT MESSAGE (THRU ARROW)-EPOXYEACH$150.003450.00$
294" SOLID LINE WHITE-EPOXYLIN FT$0.20835167.00$
304" BROKEN LINE WHITE-EPOXYLIN FT$0.2021042.00$
314" DOUBLE SOLID LINE YELLOW-EPOXYLIN FT$0.40350140.00$
324" SOLID LINE YELLOW-EPOXYLIN FT$0.2055001,100.00$
334" BROKEN LINE YELLOW-EPOXYLIN FT$0.201100220.00$
3424" SOLID LINE WHITE-EPOXYLIN FT$6.0580484.00$
35CROSSWALK MARKING-EPOXYSQ FT$4.805302,544.00$
TOTAL ESTIMATED CONSTRUCTION COST470,356.00$
CONSTRUCTION CONTINGENCY47,035.00$
INDIRECT COSTS47,035.00$
TOTAL ESTIMATED PROJECT COSTS564,426.00$
S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303 FDR Overlay Feasibility Estimate
APPENDIX E
City of Elk River, Minnesota
2017 Street and Utility Improvements
PRELIMINARY ENGINEER'S ESTIMATE - EVANS STREET
2017 STREET IMPROVEMENTS
OCTOBER 27, 2016
ITEMESTIMATEDESTIMATED ESTIMATED
NO.ITEM DESCRIPTIONUNITUNIT COSTQUANTITYCOST
1MOBILIZATIONLUMP SUM$140,000.000.1521,000.00$
2REMOVE CURB AND GUTTERLIN FT$5.507003,850.00$
3REMOVE CONCRETE WALKSQ FT$2.501,6004,000.00$
4REMOVE CONCRETE PAVEMENTSQ YD$3.503001,050.00$
5SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT$5.302501,325.00$
6MILL BITUMINOUS SURFACE (2")SQ YD$0.556,4003,520.00$
7BITUMINOUS MATERIAL FOR TACK COATGALLON$2.408452,028.00$
8TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON$62.001,840114,080.00$
9TYPE SP 12.5 NON WEARING COURSE MIXTURE - PATCHINGTON$105.00505,250.00$
10ADJUST VALVE BOXEACH$480.0041,920.00$
11ADJUST FRAME AND RING CASTINGEACH$300.003900.00$
124" CONCRETE WALKSQ FT$5.008004,000.00$
136" CONCRETE WALKSQ FT$10.00160016,000.00$
14CONCRETE CURB AND GUTTER DESIGN BLIN FT$20.0070014,000.00$
158" CONCRETE DRIVEWAY PAVEMENTSQ YD$50.0020010,000.00$
16TRUNCATED DOMESSQ FT$38.0026410,032.00$
17TRAFFIC CONTROL SUPERVISORLUMP SUM$42,000.000.208,400.00$
18TRAFFIC CONTROLLUMP SUM$96,000.000.2019,200.00$
19SIGN PANELS TYPE CSQ FT$50.00603,000.00$
20STORM DRAIN INLET PROTECTIONEACH$90.00181,620.00$
21LOAM TOPSOIL BORROWCU YD$40.00301,200.00$
22TURF ESTABLISHMENTACRE$3,500.000.15525.00$
23PAVEMENT MESSAGE (LEFT ARROW)-EPOXYEACH$95.00195.00$
24PAVEMENT MESSAGE (RIGHT ARROW)-EPOXYEACH$95.003285.00$
25PAVEMENT MESSAGE (LEFT THRU ARROW)-EPOXYEACH$190.002380.00$
264" SOLID LINE WHITE-EPOXYLIN FT$0.2033066.00$
274" BROKEN LINE WHITE-EPOXYLIN FT$0.201160232.00$
284" DOUBLE SOLID LINE YELLOW-EPOXYLIN FT$0.4025001,000.00$
2924" SOLID LINE WHITE-EPOXYLIN FT$6.1030183.00$
30CROSSWALK MARKING-EPOXYSQ FT$4.802201,056.00$
TOTAL ESTIMATED CONSTRUCTION COST250,197.00$
CONSTRUCTION CONTINGENCY25,019.00$
INDIRECT COSTS25,019.00$
TOTAL ESTIMATED PROJECT COSTS300,235.00$
S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303 FDR Overlay Feasibility Estimate
APPENDIX F
City of Elk River, Minnesota
2017 Street and Utility Improvements
PRELIMINARY ENGINEER'S ESTIMATE - 178TH AVENUE
2017 STREET IMPROVEMENTS
OCTOBER 27, 2016
ITEMESTIMATEDESTIMATED ESTIMATED
NO.ITEM DESCRIPTIONUNITUNIT COSTQUANTITYCOST
1MOBILIZATIONLUMP SUM$140,000.000.057,000.00$
2REMOVE BITUMINOUS PAVEMENTSQ YD$1.75240420.00$
3SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT$3.003090.00$
4SUBGRADE PREPARATIONROAD STA$500.0010.05,000.00$
5FULL DEPTH RECLAMATIONSQ YD$0.553,360.01,848.00$
6AGGREGATE BASE CLASS 7TON$5.006803,400.00$
7BITUMINOUS MATERIAL FOR TACK COATGALLON$2.40175420.00$
8TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON$62.0031019,220.00$
9TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)TON$57.0041023,370.00$
10TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 2.5" THICKSQ YD$18.003005,400.00$
11ADJUST VALVE BOXEACH$480.001480.00$
12ADJUST FRAME AND RING CASTINGEACH$300.001300.00$
1315" CMP CULVERTLIN FT$20.00601,200.00$
14TRAFFIC CONTROL SUPERVISORLUMP SUM$42,000.000.052,100.00$
15TRAFFIC CONTROLLUMP SUM$96,000.000.054,800.00$
16SIGN PANELS TYPE CSQ FT$50.00201,000.00$
17STABILIZED CONSTRUCTION EXITLUMP SUM$475.002950.00$
18LOAM TOPSOIL BORROWCU YD$40.0074029,600.00$
19SILT FENCE, TYPE MACHINE SLICEDLIN FT$1.7510001,750.00$
20TURF ESTABLISHMENTACRE$3,500.000.93,150.00$
TOTAL ESTIMATED CONSTRUCTION COST111,498.00$
CONSTRUCTION CONTINGENCY11,150.00$
INDIRECT COSTS11,150.00$
TOTAL ESTIMATED PROJECT COSTS133,798.00$
S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303 FDR Overlay Feasibility Estimate
APPENDIX G
City of Elk River, Minnesota
2017 Street and Utility Improvements
PRELIMINARY ENGINEER'S ESTIMATE - 209TH AVENUE
2017 STREET IMPROVEMENTS
OCTOBER 27, 2016
ITEMESTIMATEDESTIMATED ESTIMATED
NO.ITEM DESCRIPTIONUNITUNIT COSTQUANTITYCOST
1MOBILIZATIONLUMP SUM$140,000.000.057,000.00$
2SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT$3.00130390.00$
3SUBGRADE EXCAVATIONCY$25.0060015,000.00$
4SUBGRADE PREPARATIONROAD STA$500.00105,000.00$
5FULL DEPTH RECLAMATIONSQ YD$0.552,5601,408.00$
6HAUL FDR TO STOCKPILECY$2.507301,825.00$
7HAUL FDR FROM STOCKPILECY$2.507301,825.00$
8AGGREGATE BASE CLASS 7TON$5.003451,725.00$
9AGGREGATE SHOULDERINGTON$20.001042,080.00$
10MILL BITUMINOUS SURFACE (2")SQ YD$0.554022.00$
11BITUMINOUS MATERIAL FOR TACK COATGALLON$2.40130312.00$
12TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON$62.0031019,220.00$
13TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)TON$57.0031017,670.00$
14TRAFFIC CONTROL SUPERVISORLUMP SUM$42,000.000.052,100.00$
15TRAFFIC CONTROLLUMP SUM$96,000.000.054,800.00$
16SIGN PANELS TYPE CSQ FT$50.00201,000.00$
17STABILIZED CONSTRUCTION EXITLUMP SUM$475.002950.00$
18LOAM TOPSOIL BORROWCU YD$40.002008,000.00$
19SILT FENCE, TYPE MACHINE SLICEDLIN FT$1.7512002,100.00$
20TURF ESTABLISHMENTACRE$3,500.000.41,400.00$
214" SOLID LINE WHITE-EPOXYLIN FT$0.201,900380.00$
224" SOLID LINE YELLOW-EPOXYLIN FT$0.20950190.00$
234" BROKEN LINE YELLOW-EPOXYLIN FT$0.2020040.00$
TOTAL ESTIMATED CONSTRUCTION COST94,437.00$
CONSTRUCTION CONTINGENCY9,444.00$
INDIRECT COSTS9,444.00$
TOTAL ESTIMATED PROJECT COSTS113,325.00$
S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303 FDR Overlay Feasibility Estimate
APPENDIX H
City of Elk River, Minnesota
2017 Street and Utility Improvements
PRELIMINARY ENGINEER'S ESTIMATE - 198TH, TROY, VICTORIA, 197TH
2017 STREET IMPROVEMENTS
OCTOBER 27, 2016
ITEMESTIMATEDESTIMATED ESTIMATED
NO.UNITUNIT COSTQUANTITYCOST
ITEM DESCRIPTION
1MOBILIZATIONLUMP SUM$140,000.000.057,000.00$
2REMOVE BITUMINOUS PAVEMENTSQ YD$1.752,8004,900.00$
3SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT$3.006001,800.00$
4SUBGRADE EXCAVATIONCY$25.003007,500.00$
5FULL DEPTH RECLAMATIONSQ YD$0.551,840.01,012.00$
6AGGREGATE BASE CLASS 7TON$5.008504,250.00$
7MILL BITUMINOUS SURFACE (2")SQ YD$0.55200110.00$
8BITUMINOUS MATERIAL FOR TACK COATGALLON$2.409502,280.00$
9TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON$62.002,200136,400.00$
10TYPE SP 12.5 NON WEARING COURSE MIXTURE - PATCHINGTON$105.0033034,650.00$
11TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 2.5" THICKSQ YD$18.002504,500.00$
12TRAFFIC CONTROL SUPERVISORLUMP SUM$42,000.000.052,100.00$
13TRAFFIC CONTROLLUMP SUM$96,000.000.054,800.00$
14SIGN PANELS TYPE CSQ FT$50.00201,000.00$
15STORM DRAIN INLET PROTECTIONEACH$90.008720.00$
16STABILIZED CONSTRUCTION EXITLUMP SUM$475.001475.00$
17LOAM TOPSOIL BORROWCU YD$40.0025010,000.00$
18SILT FENCE, TYPE MACHINE SLICEDLIN FT$1.75500875.00$
19TURF ESTABLISHMENTACRE$3,500.000.51,750.00$
TOTAL ESTIMATED CONSTRUCTION COST226,122.00$
CONSTRUCTION CONTINGENCY22,612.00$
INDIRECT COSTS22,612.00$
TOTAL ESTIMATED PROJECT COSTS271,346.00$
S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303 FDR Overlay Feasibility Estimate
APPENDIX I
City of Elk River, Minnesota
2017 Street and Utility Improvements
PRELIMINARY ENGINEER'S ESTIMATE - 185TH AVENUE
2017 STREET IMPROVEMENTS
OCTOBER 27, 2016
ITEMESTIMATEDESTIMATED ESTIMATED
NO.ITEM DESCRIPTIONUNITUNIT COSTQUANTITYCOST
1MOBILIZATIONLUMP SUM$140,000.000.1014,000.00$
2REMOVE CURB AND GUTTERLIN FT$5.503001,650.00$
3REMOVE CONCRETE WALKSQ FT$2.506501,625.00$
4MILL BITUMINOUS SURFACE (2")SQ YD$0.553,9002,145.00$
5BITUMINOUS MATERIAL FOR TACK COATGALLON$2.404351,044.00$
6TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON$62.001,840114,080.00$
7ADJUST VALVE BOXEACH$480.0094,320.00$
8ADJUST FRAME AND RING CASTINGEACH$300.0072,100.00$
96" CONCRETE WALKSQ FT$10.006506,500.00$
10CONCRETE CURB AND GUTTER DESIGN BLIN FT$20.003006,000.00$
11TRUNCATED DOMESSQ FT$38.001003,800.00$
12TRAFFIC CONTROL SUPERVISORLUMP SUM$42,000.000.104,200.00$
13TRAFFIC CONTROLLUMP SUM$96,000.000.109,600.00$
14SIGN PANELS TYPE CSQ FT$50.00201,000.00$
15STORM DRAIN INLET PROTECTIONEACH$90.00161,440.00$
16LOAM TOPSOIL BORROWCU YD$40.00301,200.00$
17TURF ESTABLISHMENTACRE$3,500.000.15525.00$
18PAVEMENT MESSAGE (LEFT ARROW)-EPOXYEACH$95.003285.00$
194" SOLID LINE WHITE-EPOXYLIN FT$0.2020040.00$
204" BROKEN LINE WHITE-EPOXYLIN FT$0.2046092.00$
214" DOUBLE SOLID LINE YELLOW-EPOXYLIN FT$0.401200480.00$
2224" SOLID LINE WHITE-EPOXYLIN FT$6.0560363.00$
23CROSSWALK MARKING-EPOXYSQ FT$4.80170816.00$
TOTAL ESTIMATED CONSTRUCTION COST177,305.00$
CONSTRUCTION CONTINGENCY17,730.50$
INDIRECT COSTS17,730.50$
TOTAL ESTIMATED PROJECT COSTS212,766.00$
S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303 FDR Overlay Feasibility Estimate
2017 Street ImprovementsDecember 5, 2016Feasibility Report
Project Areas
2017 Street Improvements:••••pavement conditions and results of subsurface Maintenance techniques prescribed based on Full Pavement ReconstructionMill and OverlayFull Depth Reclamation
with curb patching
Project Area 1
194th 192nd Avenue, Avenue, Oxford Irving Avenue 193rd Avenue, Circle, –Estimated $1,680,000Lowell King Circle, Street, Norfolk 193rd Lane,
Reconstruction Typical Section
Project Area 2
Joplin Street •Estimated $636,000Includes Trail Road and Mississippi between TH 10 Replacement -
Orono Parkway •Includes Trail Replacement–Estimated $534,000
Business Center Drive –Estimated $565,000
th
178Avenue –Estimated $134,000
th
185Avenue –Estimated $213,000
Project Area 3
Evans Street –Estimated $300,000
Project Area 4
th
209Avenue–Estimated $113,000
Project Area 5
thth
198–Estimated $271,000Avenue, Troy Street, Victoria Street, 197Circle
Total Construction April, 2017 to October, 2017Funding Sources•••Project Cost Estimate Pavement Management Fund (Franchise Fees)StormwaterMunicipal State Aid FundsUtility Fund–$4,445,120
2017 Street Improvements Feasibility Reportwith preparation of final plans and bidding documentsMotion to approve with Feasibility Report and proceed