8.2. SR 10-20-2014 Ells -Vft
_ Request for Action
River
To Item Number
Mayor and City Council 8.2
Agenda Section Meeting Date Prepared by
General Business October 20,2014 Justin Femrite, P.E., City Engineer
Item Description Reviewed by
Feasibility Report for 2015 Street Improvement Tim Simon, Finance Director
Project Reviewed by
Cal Portner, City Administrator
Action Requested
Approve, by motion,the Feasibility Report with direction on design alternative for 165`h Avenue and
Jarvis Street.
Background/Discussion
On July 7, 2014, Council provided direction on the scope for the 2015 Street Improvement project. Our
consultant,Bolton&Menk,has since completed the Feasibility Report for the improvements and will
provide a presentation on its findings.
One alternative that the Council asked to see was for a detached trail along the 165`h Avenue and Jarvis
Street. This single component has a large impact on the estimated cost of the project. A detached trail
along this corridor adds an estimated cost of$957,000 to the project. This segment of trail is not
identified in the draft Comprehensive Parks Plan nor has it been discussed by staff or the Park
Commission as a high priority segment.
Financial Impact
The total project cost for the improvement project,including the trail along 165`h Avenue and Jarvis
Street,is estimated at$7,386,724. The same project without the trail being included is estimated at
$6,429,724. The financial impacts of the lower cost project, not including the trail, are shown in the
attached Pavement Management fund analysis and the updated Capital Improvement Plan worksheet.
The City of Ramsey Public Works Committee has preliminarily approved the funding of their costs for
improvements along Jarvis Street. The preliminary agreement identifies that Elk River will pay for the full
project costs from our Minnesota State Aid (MSA) account. Ramsey will then reimburse Elk River over a
three-year period starting in 2016. To cover these initial project costs we will need to apply for an
advancement of funds into our MSA account. An advance allows us to borrow money against future
allocations without penalty or interest. The attached MSA account analysis shows the estimated Ramsey
repayment and the projected fund balance over the next five years.
Attachments
• Feasibility Report
• Pavement Management Program CIP Worksheet
• Pavement Management Fund Analysis
• Municipal State Aid Account Analysis
P O w E 8 E U A Y
Template Updated 4/14 INAWR
Feasibility Report for
2015 Street and Utility
Improvements
City of Elk River, MN
BMI Project No. N15.108340
October 8, 2014
City of
E ILkk
1U, e"�r
Submitted by:
Bolton & Menk, Inc.
7533 Sunwood Drive NW
Ramsey, MN 55303
P: (763) 433-2851
F: (763) 427-0833
Bf>Y—TcDltl 8, M E—=:fV K
Consulting Engineers&Surveyors
BQL—T(=>N 8- M F:= N K , I NG.
Consulting Engineers & Surveyors
" 7533 Sunwood Drive NW• Ramsey, MN 55303
Phone (763)433-2851 • Fax(763)427-0833
www.bolton-menk.com
October 8,2014
Honorable Mayor and City Council
13065 Orono Parkway NW
Elk River,MN 55330
RE: 2015 Street and Utility Improvements
Project No.: N15.108340
Honorable Mayor and City Council Members,
Enclosed for your review is the 2015 Street and Utility Improvements Feasibility Report.The report
includes street and utility improvements on 165'Avenue NW and Jarvis Street NW as well as
reclamation and mill and overlays on various streets within the City. This report includes a brief
description of the proposed improvements,permits,ponding areas,wetlands impacts and estimated
construction costs.
Sincerely,
BOLTON & MENK, INC.
Cody Holmes,P.E.
Project Engineer
Cc: Justin Femrite,P.E.,City Engineer
Mark Kasma,P.E., Senior Principal Engineer
DESIGNING FOR A BETTER TOMORROW
Bolton &Menk is an equal opportunity employer
I
11
CERTIFICATION
Feasibility Report
for
2015 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:
Cod Holmes,P.E.
License No.49143
Date: October 8,2014
and
By: 9& 6z-
Mark D.Kasma,P.E.
License No.21282
Date: October 8,2014
City of Elk River, Minnesota CERTIFICATION
2015 Street and Utility Improvements
•
•
TABLE OF CONTENTS
INTRODUCTION...................................................................................................4
EdgeMill and Overlay..............................................................................................4
Reclamation..............................................................................................................4
165TH AVENUE NW AND JARVIS STREET NW..................................................5
PERMITS...............................................................................................................5
EASEMENTS AND LAND ACQUISITION...........................................................5
ESTIMATEDCOSTS.............................................................................................6
FUNDING...............................................................................................................6
RECOMMENDATIONS.........................................................................................6
APPENDIX A
FIGURE 1 —STREET IMPROVEMENTS
FIGURE 2—STREET IMPROVEMENTS
FIGURE 3—165TH AVENUE NW AND JARVIS STREET NW
FIGURE 4—WETLAND IMPACTS
FIGURE 5—TYPICAL SECTION WITH TRAIL
FIGURE 6—TYPICAL SECTION WITHOUT TRAIL
FIGURE 7—POSSIBLE PONDING ALTERNATIVES
APPENDIX B
PRELIMINARY COST ESTIMATE:
• EDGE MILL AND OVERLAY
• RECLAMATION
APPENDIX C
PRELIMINARY COST ESTIMATE:
• 165TH AVENUE NW AND JARVIS STREET NW
APPENDIX D
PRELIMINARY COST ESTIMATE:
• 165TH AVENUE NW AND JARVIS STREET NW—NO TRAIL OPTION
City of Elk River, Minnesota TABLE OF CONTENTS
2015 Street and Utility Improvements
INTRODUCTION
The 2015 Street Improvements include improvements on multiple streets throughout the City. Different
pavement management procedures are proposed to be utilized on each street,depending on the existing
condition of the street.Each street was reviewed by Bolton&Menk and City Staff to determine the
procedure that would be applied to it. Each procedure is described below, along with the street that is
scheduled for that type of procedure.
Edge Mill and Overlay
Edge Mill and Overlay of a roadway consists of milling the existing bituminous along the existing gutter
or bituminous edge in order to match the new overlay to the existing elevations.Areas of roadway will
also be Milled and Overlayed,this consists of milling the existing bituminous surface along the roadway
to a uniform depth and overlaying bituminous on the remaining pavement. The streets proposed to be
edge milled and overlayed are in fair condition.The proposed Edge Mill and Overlay improvements are
shown on Figure No. 1 and 2 in Appendix A.
The following streets are proposed to be edge milled and overlayed:
• School Street NW(Proctor Avenue NW to TH 169)
• 8th Street NW(Dodge Avenue NW to Cul-de-Sac)
• Tyler Street Area— 197th Avenue NW(Evans Street NW to Dodge Street NW), 198th Avenue
NW(Dodge Street NW to Zane Street NW), 197th Avenue NW(Zane Street NW to Tyler Street
NW),200th Avenue NW(Cul-de-Sac to Tyler Street NW),Vance Circle NW,Vance Street NW
(Vance Circle to Ulysses Street NW),Ulysses Street NW(South Cul-de-Sac to 202nd Avenue
NW), 195th Avenue NW(Ulysses Street NW to Tyler Street NW),Tyler Street NW(197th
Avenue NW to 201st Circle NW),201st Circle NW,203rd Avenue NW(Smith Street NW to
560-feet east of Quincy Circle NW), Quincy Circle NW
Reclamation
Reclaiming of bituminous pavement is a process whereby the pavement and underlying aggregate base
are milled together in-place,regraded and compacted as base material for the new pavement overlay. The
new pavement section shall be a 9-Ton design and shall consist of 3.5-inches of bituminous pavement
with 8-inches of aggregate base. The streets proposed to be reclaimed are in poor condition.The proposed
reclamation improvements are shown on Figure No. 2 in Appendix A.
The following streets are proposed to be reclaimed:
• Elk Hills Area—Elk Hills Drive NW,Fawn Road NW,Line Avenue NW, and 700-feet of Elk
Lane NW beginning at Elk Hills Drive
• Tyler Street Area—Tyler Street NW(Twin Lakes Road to 197th Avenue NW), Smith Street NW
(201 st Circle NW to 205th Avenue NW),202nd Avenue NW(Smith Street NW to Ulysses Street
NW),Ulysses Street NW(202nd Avenue NW to Vance Street NW,Vance Street NW(Vance
Circle NW to 205th Avenue NW)
City of Elk River INTRODUCTION
2015 Street and Utility Improvements Page 4
165TH AVENUE NW AND JARVIS STREET NW
The City is proposing to reconstruct 165'Avenue NW from Great River Energy on the west to Jarvis
Street.Jarvis Street NW is proposed to be reconstructed from 165 'Avenue NW on the north to Trunk
Highway 10/169.The total length of the improvements is 2.4 miles.Figure No. 3 in Appendix A
identifies the project limits.
165th Avenue NW and Jarvis Street NW is an existing 22' wide bituminous roadway with 0-2' wide
aggregate shoulders. The typical section is rural with shallow ditches. Wetlands exist along both
roadways.Figure No.4 in Appendix A identifies the wetlands being affected by the improvements.The
filling of these wetlands will be mitigated via the purchase of wetland bank credits overseen by the Soil
and Water Conservation District(SWCD).
The proposed improvements consist of reconstructing both roadways to an urban section with a 32' wide
face of curb to face of curb. Concrete curb and gutter shall be MnDOT Design B618.A 10' wide
bituminous trail along the south side of 165th Avenue NW and along the west side of Jarvis Street NW
was reviewed as possible option. Cost estimates were developed for each option.The typical section for
the street is identified in Figure No. 5 in Appendix A.Figure No. 6 in Appendix A identifies a typical
section for the street without the bituminous trail.
Figure No. 7 in Appendix A identifies locations for possible stormwater features.Final design will
confirm which locations are needed to meet stormwater rate control and water quality requirements.
Railroad crossing improvements on 165th Avenue NW and Jarvis Street NW are proposed in this report.
Improvements include the installation of concrete curbing,medians concrete panels, new rail,ties and
ballast along with the installation of two-quadrant gate systems with flashers. These improvements are
included to accommodate future quiet zones at the crossings. Coordination with the BNSF Railway will
be necessary.
PERMITS
Permits will be required from the following agencies:
• Minnesota Department of Transportation(Drainage and Work Within the Right-of-Way)
• Minnesota Pollution Control Agency(Phase H General Stormwater Permit for Construction
Activities)
• Department of Natural Resources (Work Within Waters Permit)
• Wetland Conservation Act(Wetland Permit)
• BNSF Railway(Notice of Intent-Quiet Zone Permit)
EASEMENTS AND LAND ACQUISITION
Temporary grading easements will be required from residents in both Elk River and the City of Ramsey
along the route.Final design will identify which parcels are affected.
Land is proposed to be acquired for stormwater ponding.Figure No. 7 in Appendix A identifies possible
ponding alternatives.Final design will identify the exact area required.
City of Elk River 165TH AVENUE NW AND JARVIS STREET NW
2015 Street and Utility Improvements Page 5
ESTIMATED COSTS
Appendix B identifies a preliminary cost estimate that includes estimated quantities and unit prices for the
reclamations and edge mill and overlays. The cost estimate includes a contingency factor of 10%to
account for any elements of construction that are unknown at this time. They also include indirect projects
costs of construction such as engineering,legal fees and administrative costs which together are estimated
at 10%of the project construction cost.The total project cost is estimated at$2,634,324 and is based on
current public construction cost information.
Appendix C identifies a preliminary cost estimate that includes estimated quantities and unit prices for
165'Avenue NW and Jarvis Street NW.The cost estimate includes a contingency factor of 10%to
account for any elements of construction that are unknown at this time. They also include indirect projects
costs of construction such as engineering,legal fees and administrative costs which together are estimated
at 10% of the project construction cost. The total project cost is estimated at $4,752,400 and is based on
current public construction cost information.
Appendix D identifies a preliminary cost estimate that includes estimated quantities and unit prices for
165'Avenue NW and Jarvis Street NW without a trail.The cost estimate includes a contingency factor of
10%to account for any elements of construction that are unknown at this time.They also include indirect
projects costs of construction such as engineering,legal fees and administrative costs which together are
estimated at 10%of the project construction cost.The total project cost is estimated at$3,795,400 and is
based on current public construction cost information.
No costs have been included for purchasing temporary easements.
$40,000 has been included for land purchases for ponding.
FUNDING
The City proposes to utilize Municipal State Aid(MSA)Funds and Local Funds for the improvements.
MSA Funds will be used on all Municipal State Aid Streets. These streets include,Jarvis Street NW, 165'
Avenue NW, School Street,Tyler Street, Smith Street, 197'Avenue and 198'Avenue. The remaining
costs will be funded with revenue collected from the city franchise fee. The total project cost for the
improvements herein are estimated at$7,386,724 with a trail on Jarvis Street NW and 165'Avenue NW.
The total project cost for the improvements herein are estimated at$6,429,724 without the trail.
RECOMMENDATIONS
From an engineering standpoint,this project is feasible,cost effective and necessary, and can best be
accomplished by letting competitive bids for the work.
City of Elk River ESTIMATED COSTS
2015 Street and Utility Improvements Page 6
I
11
APPENDIX A
City of Elk River, Minnesota
2015 Street and Utility Improvements
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5 PATHWAY X
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8618 CONCRETE CURB
AND GUTTER
DESIGN PATHWAY
2"TYPE SP 9.5 UPPER WEARING COURSE 2"BITUMINOUS
MIXTURE(3,C)[SPWEA330C]-SPECIAL (2350 WEARING COURSE MIXTURE)
2 1/2"TYPE SP 9.5 LOWER WEARING COURSE 4"CLASS 5 AGGREGATE BASE
MIXTURE(3,C)[SPWEA330C] APPROVED COMPACTED SUBGRADE
8"CLASS 5 GRAVEL BASE
TYPICAL SECTION
32' FACE TO FACE WITH TRAIL
DESIGN
2"TYPE SP 9.5 UPPER WEARING COURSE MIXTURE
(3,C)[SPWEA330C]-SPECIAL
2 1/2"TYPE SP 9.5 LOWER WEARING COURSE
MIXTURE(3,C)[SPWEA330C]
8"CLASS 5 GRAVEL BASE
24"-60"SELECT GRANULAR BORROW(VARIES)
TYPICAL SECTION
SUBGRADE EXCAVATION
of CITY OF ELK RIVER, MINNESOTA
E165TH AVENUE NW AND JARVIS STREET NW
R1 r TYPICAL SECTION
H:\ELKR\N15108340\C3D\1083 F011z."w +R+v + OCTOBER,2014 FIGURE NO.5
40' 40'
16' 16'
1 FX 2.00% 2.00% 301
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AND GUTTER
DESIGN
2"TYPE SP 9.5 UPPER WEARING COURSE
MIXTURE(3,C)[SPWEA330C]-SPECIAL
2 1/2"TYPE SP 9.5 LOWER WEARING COURSE
MIXTURE(3,C)[SPWEA330C]
8"CLASS 5 GRAVEL BASE
TYPICAL SECTION
32' FACE TO FACE WITHOUT TRAIL
DESIGN
2"TYPE SP 9.5 UPPER WEARING COURSE MIXTURE
(3,C)[SPWEA330C]-SPECIAL
2 1/2"TYPE SP 9.5 LOWER WEARING COURSE
MIXTURE(3,C)[SPWEA330C]
8"CLASS 5 GRAVEL BASE
24"-60"SELECT GRANULAR BORROW(VARIES)
TYPICAL SECTION
SUBGRADE EXCAVATION
of CITY OF ELK RIVER, MINNESOTA
E165TH AVENUE NW AND JARVIS STREET NW
Rlv Y TYPICAL SECTION-NO TRAIL OPTION
a:�Eaxa�rvisioa3ao\c3ouoE3aoFOUb.mcg OCTOBER,2014 FIGURE NO.6
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APPENDIX B
City of Elk River, Minnesota
2015 Street and Utility Improvements
MILL AND OVERLAY & RECLAIM
PRELIMINARY COST ESTIMATE
CITY OF ELK RIVER
ITEM MN/DOT TOTAL UNIT TOTAL
NO. SPEC NO. ITEM DESCRIPTION NOTES UNIT QUANTITY COST COST
SCHOOL STREET
1 2021.501 MOBILIZATION LUMP SUM 1 $20,000.00 $20,000.00
2 2104.501 REMOVE AND REPLACE CURB AND GUTTER LIN FT 50 $20.00 $1,000.00
3 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SO YD 20 $6.00 $120.00
4 2105.507 SUBGRADE EXCAVATION(EV) CU YD 50 $20.00 $1,000.00
5 2211.503 AGGREGATE BASE CLASS 5 CU YD 50 $30.00 $1,500.00
6 2231.501 BITUMINOUS PATCHING MIXTURE TON 175 $100.00 $17,500.00
7 2232.501 MILL BITUMINOUS SURFACE(2.0") SO YD 4450 $2.50 $11,125.00
8 2232.604 EDGE MILL BITUMINOUS SURFACE 6'WIDE(0.0"TO 2") SO YD 7145 $1.50 $10,717.50
9 2360.501 TYPE SP 12.5 WEARING COURSE(2,C)(SPWEB240C)(2360) TON 3400 $75.00 $255,000.00
10 2504.602 ADJUST GATE VALVE EACH 12 $350.00 $4,200.00
11 2504.602 RECONSTRUCT VALVE BOX EACH 4 $500.00 $2,000.00
12 2506.522 ADJUST FRAME&RING CASTING EACH 13 $400.00 $5,200.00
13 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SO FT 20 $52.00 $1,040.00
14 2563.601 TRAFFIC CONTROL LUMP SUM 1 $5,000.00 $5,000.00
15 2573.530 STORM DRAIN INLET PROTECTION EACH 18 $150.00 $2,700.00
16 2582.501 PAVEMENT MESSAGE(LEFTTURN ARROW)EPDXY EACH 1 9 $180.00 $1,620.00
17 2582.501 PAVEMENT MESSAGE(RIGHTTURN ARROW)EPDXY EACH 6 $180.00 $1,080.00
18 2582.501 PAVEMENT MESSAGE(LEFT-THRU ARROW)EPDXY EACH 2 $180.00 $360.00
19 2582.501 PAVEMENT MESSAGE(THRU ARROW)EPDXY EACH 2 $180.00 $360.00
20 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT 1490 $0.90 $1,341.00
21 2582.502 4"BROKEN LINE WHITE-EPDXY LIN FT 1660 $0.90 $1,494.00
22 2582.502 24"SOLID LINE WHITE-EPDXY LIN FT 135 $8.50 $1,147.50
23 2582.502 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT 3780 $1.50 $5,670.00
24 2582.503 ICROSSWALK MARKING-EPDXY SO FT 1314 $7.50 $9,855.00
TOTAL COST SCHOOL STREET IMPROVEMENTS: $361,030.00
8TH STREET AREA
1 2021.501 MOBILIZATION LUMP SUM 1 $2,000.00 $2,000.00
2 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SO YD 10 $8.00 $80.00
3 2231.501 BITUMINOUS PATCHING MIXTURE TON 40 $100.00 $4,000.00
4 2232.604 EDGE MILL BITUMINOUS SURFACE 6'WIDE(0.0"TO 2") SO YD 1110 $1.50 $1,665.00
5 2360.501 TYPE SP 12.5 WEARING COURSE(2,C)(SPWEB240C)(2360) TON 350 $75.00 $26,250.00
6 2506.522 ADJUST FRAME&RING CASTING EACH 13 $400.00 $5,200.00
7 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SO YD 10 $52.00 $520.00
8 2573.530 STORM DRAIN INLET PROTECTION EACH 1 $150.00 $150.00
9 2582.502 24"SOLID LINE WHITE-EPDXY LIN FT 16 $8.50 $136.00
10 2582.503 CROSSWALK MARKING-EPDXY SO FT 144 $6.00 $864.00
TOTAL COST 8TH STREET IMPROVEMENTS:1 i $40,865.00
ELK HILLS AREA
1 2021.501 MOBILIZATION LUMP SUM 1 $5,000.00 $5,000.00
2 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SO YD 150 $6.00 $900.00
3 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SO YD 200 $4.00 $800.00
4 2105.501 COMMON EXCAVATION CU YD 100 $20.00 $2,000.00
5 2105.507 SUBGRADE EXCAVATION(EV) CU YD 300 $20.00 $6,000.00
6 2211.503 AGGREGATE BASE CLASS 5 CU YD 500 $30.00 $15,000.00
7 2331.604 BITUMINOUS PAVEMENT RECLAMATION(FULL DEPTH) SO YD 12910 $1.50 $19,365.00
8 2360.501 TYPE SP 9.5 WEARING COURSE(2,C)(SPWEA240C)(2360) TON 1120 $75.00 $84,000.00
9 2360.501 TYPE SP 12.5 NON-WEARING COURSE(2,B)(SPNWB240B)(2360) TON 1490 $70.00 $104,300.00
10 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B)3.0"THICK SO YD 200 $30.00 $6,000.00
11 2501.601 DRAINAGE IMPROVEMENTS AND REPAIR PIPE CULVERT LUMP SUM 1 $3,000.00 $3,000.00
12 2506.522 ADJUST FRAME&RING CASTING EACH 4 $400.00 $1,600.00
13 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SO YD 150 $52.00 $7,800.00
14 2535.501 MONOLITHIC BITUMINOUS CURB(6"HEIGHT) LIN FT 7600 $8.00 $60,800.00
15 2563.601 TRAFFIC CONTROL LUMP SUM 1 $5,000.00 $5,000.00
16 2573.530 STORM DRAIN INLET PROTECTION EACH 5 $150.00 $750.00
17 2582.502 24"SOLID LINE WHITE-EPDXY LIN FT 18 $10.00 $180.00
18 2582.503 CROSSWALK MARKING-EPDXY SO FT 144 $6.00 $864.00
TOTAL COST ELK HILLS IMPROVEMENTS: i i $323,359.00
MILL AND OVERLAY & RECLAIM
PRELIMINARY COST ESTIMATE
CITY OF ELK RIVER
ITEM MN/DOT TOTAL UNIT TOTAL
NO. SPEC NO. ITEM DESCRIPTION NOTES UNIT QUANTITY COST COST
TYLER STREET
1 2021.501 MOBILIZATION LUMP SUM 1 $50,000.00 $50,000.00
2 2104.501 REMOVE CURB AND GUTTER LIN FT 50 $5.00 $250.00
3 2104.501 REMOVE AND REPLACE CURB AND GUTTER LIN FT 200 $20.00 $4,000.00
4 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SO YD 300 $6.00 $1,800.00
5 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SO YD 300 $4.00 $1,200.00
6 2104.505 REMOVE CONCRETE VALLEY GUTTER SO YD 40 $6.00 $240.00
7 2104.505 REMOVE BITUMINOUS PAVEMENT SO YD 310 $4.00 $1,240.00
8 2105.501 COMMON EXCAVATION CU YD 120 $14.00 $1,680.00
9 2105.507 SUBGRADE EXCAVATION(EV) CU YD 210 $20.00 $4,200.00
10 2105.522 SELECT GRANULAR BORROW(CV) CU YD 210 $18.00 $3,780.00
11 2211.503 AGGREGATE BASE CLASS 5 CU YD 120 $30.00 $3,600.00
12 1 2231.501 BITUMINOUS PATCHING MIXTURE TON 300 $100.00 $30,000.00
13 2331.604 BITUMINOUS PAVEMENT RECLAMATION(FULL DEPTH) SO YD 36210 $1.50 $54,315.00
14 2232.604 EDGE MILL BITUMINOUS SURFACE 6'WIDE(0.0"TO2") SO YD 23942 $1.50 $35,913.00
15 2360.501 TYPE SP 12.5 WEARING COURSE(2,C)(SPWEB240C)(2360) TON 10610 $75.00 $795,750.00
16 2360.501 TYPE SP 12.5 NON-WEARING COURSE(2,B)(SPNWB240B)(2360) TON 4180 $70.00 $292,600.00
17 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B)3.0"THICK SO YD 300 $30.00 $9,000.00
18 2501.601 DRAINAGE IMPROVEMENTS AND REPAIR PIPE CULVERT LUMP SUM 1 $5,000.00 $5,000.00
19 2506.522 ADJUST FRAME&RING CASTING EACH 5 $400.00 $2,000.00
20 2531.501 CONCRETE CURB&GUTTER DESIGN 8618 LIN FT 200 $15.00 $3,000.00
21 2531.507 6"CONCRETE DRIVEWAY PAVEMENT SO YD 300 $52.00 $15,600.00
22 2531.604 7"CONCRETE VALLEY GUTTER SO YD 40 $52.00 $2,080.00
23 2535.501 MONOLITHIC BITUMINOUS CURB(6"HEIGHT) LIN FT 14290 $8.00 $114,320.00
24 1 2563.601 TRAFFIC CONTROL I LUMP SUM 1 1 $5,000.001 $5,000.00
25 2573.530 STORM DRAIN INLET PROTECTION EACH 18 $150.00 $2,700.00
26 2582.502 24"SOLID LINE WHITE-EPDXY LIN FT 80 $10.00 $800.00
27 2582.502 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT 15740 $0.75 $11,805.00
TOTAL COST TYLER STREET IMPROVEMENTS: I $1,451,873.00
TOTAL COST STREET IMPROVEMENTS: $2,177,127.00
10%CONTINGENCIES $217,713.00
TOTAL STREET IMPROVEMENT COST $2,394,840.00
INDIRECT COSTS(109/6) $239,484.00
TOTAL STREET IMPROVEMENT COST $2,634,324.00
I
11
APPENDIX C
City of Elk River, Minnesota
2015 Street and Utility Improvements
165TH AVENUE NW&JARVIS STREET NW
PRELIMINARY COST ESTIMATE
STA. 12+48 TO STA. 139+10
CITY OF ELK RIVER
NO. ITEM UNITS QTY UNIT PRICE TOTAL PRICE
STREETS
1 MOBILIZATION LUMP SUM 1.00 $50,000.00 $50,000.00
2 TRAFFIC CONTROL LUMP SUM 1.00 $15,000.00 $15,000.00
3 RECLAIM BITUMINOUS PAVEMENT(8") SQ YD 30952 $4.00 $123,808.00
4 SUBGRADE EXCAVATION CU YD 10370 $3.50 $36,295.00
5 COMMON EXCAVATION CU YD 21146 $2.00 $42,292.00
6 POND EXCAVATION CU YD 5000 $8.00 $40,000.00
7 GRANULAR BORROW(LV) CU YD 33990 $5.00 $169,950.00
8 AGGREGATE BASE CLASS 5 TON 31482 $11.00 $346,302.00
9 TYPE SP 12.5 WEARING COURSE MIX(4,E)-2" TON 4937 $75.00 $370,275.00
10 TYPE SP 12.5 NON WEARING COURSE MIX(4,B)-2.5' TON 6171 $70.00 $431,970.00
11 TACK COAT GA 4100 $5.00 $20,500.00
12 REMOVE&REPLACE DRIVEWAYS EA 40 $800.00 $32,000.00
13 BITUMINOUS TRAIL(10-) TON 1780 $100.00 $178,000.00
14 CONCRETE CURB&GUTTER DESIGN B618 LIN FT 25324 $11.00 $278,564.00
15 COMMON TOPSOIL BORROW CU YD 9910 $15.00 $148,650.00
16 SODDING TYPE LAWN SQ YD 20000 $3.50 $70,000.00
17 STRIPING AND SIGNAGE LUMP SUM 1 $15,000.00 $15,000.00
18 SILT FENCE LIN FT 27800 $2.00 $55,600.00
19 TREE REMOVAL ACRE 3.0 $10,000.00 $30,000.00
20 REMOVE&REPLACE LANDSCAPING LUMP SUM 1 $12,000.00 $12,000.00
21 LANDACQUISITION SQ FT 10000 $4.00 $40,000.00
22 SEED,FERTILIZER&MULCH ACRE 11 $2,500.00 $27,500.00
SUBTOTAL STREETS COST $2,533,700.00
10%CONTINGENCIES $253,400.00
TOTAL STREETS COST $2,787,100.00
INDIRECT COSTS(10%) $278,700.00
TOTAL STREETS COST $3,065,800.00
STORM SEWER
1 REMOVE CULVERT LIN FT 1172 $10.00 $11,720.00
2 REMOVE DRAINAGE STRUCTURE EACH 2 $400.00 $800.00
3 CONNECT TO EXISTING EACH 3 $300.00 $900.00
4 CONST DRAINAGE STRUCTURE DESIGN G LIN FT 122 $310.00 $37,820.00
5 CONST DRAINAGE STRUCTURE DES 48-4022 LIN FT 181 $300.00 $54,300.00
6 CASTINGS EACH 75 $700.00 $52,500.00
7 12"RC PIPE CULVERT LIN FT 6320 $32.00 $202,240.00
8 15'RC PIPE CULVERT LIN FT 1692 $30.00 $50,760.00
9 18"RC PIPE CULVERT LIN FT 1661 $35.00 $58,135.00
10 12"RC PIPE APRON EACH 10 $600.00 $6,000.00
11 15'RC PIPE APRON EACH 3 $500.00 $1,500.00
12 18"RC PIPE APRON EACH 4 $650.00 $2,600.00
13 RANDOM RIPRAP CLASS IV CU YD 225 $90.00 $20,250.00
14 STORM DRAIN INLET PROTECTION EACH 75 $150.00 $11,250.00
SUBTOTAL STORM SEWER COST $510,800.00
10%CONTINGENCIES $51,100.00
TOTAL STORM SEWER COST $561,900.00
INDIRECT COSTS(10%) $56,200.00
TOTAL STORM SEWER COST $618,100.00
165TH AVENUE NW&JARVIS STREET NW
PRELIMINARY COST ESTIMATE
STA. 12+48 TO STA. 139+10
CITY OF ELK RIVER
NO. ITEM UNITS QTY UNIT PRICE TOTAL PRICE
RAILROAD CROSSING IMPROVEMENTS AT 165TH AVENUE&JARVIS STREET
1 PROPOSED CROSSING SURFACE(INCLUDES CONCRETE PANELS,NEW RAIL,TIES,AND BALLAST) LF 224 $1,400.00 $313,600.00
2 PROPOSED SAFETY MEASURE(TWO-QUADRANT GATE SYSTEM WITH FLASHERS&CWT) LUMP SUM 2 $250,000.00 $500,000.00
3 COMMON EXCAVATION CU YD 300 $14.00 $4,200.00
4 AGGREGATE BASE CLASS 5 TON 160 $28.00 $4,480.00
5 5'CONCRETE WALK SO FT 2000 $6.00 $12,000.00
6 CONCRETE CURB&GUTTER DESIGN B818(NON-TRAVERSABLE MEDIAN) LIN FT 640 $18.00 $11,520.00
7 TRUNCATED DOMES SO FT 160 $42.00 $6,720.00
8 FLAG PERSON(BNSF CROSSING) LUMP SUM 2 $12,500.00 $25,000.00
9 SIGN PANEL TYPE C SO FT 100 $35.00 $3,500.00
10 HYDRAULIC SOIL STABILIZER,TYPE 5,WITH SEED&FERT. SO YD 1000 $2.00 $2,000.00
SUBTOTAL QUIET ZONE COST $883,000.00
10%CONTINGENCIES $88,300.00
TOTAL QUIET ZONE COST $971,300.00
INDIRECT COSTS(10%) $97,200.00
TOTAL QUIET ZONE COST $1,068,500.00
TOTAL PROJECT COST $4,752,400.00
I
11
APPENDIX D
City of Elk River, Minnesota
2015 Street and Utility Improvements
165TH AVENUE NW&JARVIS STREET NW-NO TRAIL OPTION
PRELIMINARY COST ESTIMATE
STA. 12+48 TO STA. 139+10
CITY OF ELK RIVER
NO. ITEM UNITS QTY UNIT PRICE TOTAL PRICE
STREETS
1 MOBILIZATION LUMP SUM 1.00 $50,000.00 $50,000.00
2 TRAFFIC CONTROL LUMP SUM 1.00 $15,000.00 $15,000.00
3 RECLAIM BITUMINOUS PAVEMENT(8") SQ YD 30952 $4.00 $123,808.00
4 SUBGRADE EXCAVATION CU YD 9074 $3.50 $31,759.00
5 COMMON EXCAVATION CU YD 20250 $2.00 $40,500.00
6 POND EXCAVATION CU YD 5000 $8.00 $40,000.00
7 GRANULAR BORROW(LV) CU YD 4000 $5.00 $20,000.00
8 AGGREGATE BASE CLASS 5 TON 26225 $11.00 $288,475.00
9 TYPE SP 12.5 WEARING COURSE MIX(4,E)-2" TON 4937 $75.00 $370,275.00
10 TYPE SP 12.5 NON WEARING COURSE MIX(4,B)-2.5" TON 6171 $70.00 $431,970.00
11 TACK COAT GA 4100 $5.00 $20,500.00
12 REMOVE&REPLACE DRIVEWAYS EA 40 $800.00 $32,000.00
13 CONCRETE CURB&GUTTER DESIGN B618 LIN FT 25324 $11.00 $278,564.00
14 COMMON TOPSOIL BORROW CU YD 9910 $15.00 $148,650.00
15 SODDING TYPE LAWN SQ YD 20000 $3.50 $70,000.00
16 STRIPING AND SIGNAGE LUMP SUM 1 $15,000.00 $15,000.00
17 SILT FENCE LIN FT 27800 $2.00 $55,600.00
18 TREE REMOVAL ACRE 3.0 $10,000.00 $30,000.00
19 REMOVE&REPLACE LANDSCAPING LUMP SUM 1 $12,000.00 $12,000.00
20 LANDACQUISITION SOFT 10000 $4.00 $40,000.00
21 SEED,FERTILIZER&MULCH ACRE 11 $2,500.00 $27,500.00
SUBTOTAL STREETS COST $2,141,600.00
10%CONTINGENCIES $214,200.00
TOTAL STREETS COST $2,355,800.00
INDIRECT COSTS(10%) $235,600.00
TOTAL STREETS COST $2,591,400.00
STORM SEWER
1 REMOVE CULVERT LIN FT 1172 $10.00 $11,720.00
2 REMOVE DRAINAGE STRUCTURE EACH 2 $400.00 $800.00
3 CONNECT TO EXISTING EACH 3 $300.00 $900.00
4 CONST DRAINAGE STRUCTURE DESIGN G LIN FT 72 $310.00 $22,320.00
5 CONST DRAINAGE STRUCTURE DES 48-4022 LIN FT 118 $300.00 $35,400.00
6 CASTINGS EACH 38 $700.00 $26,600.00
7 12"RC PIPE CULVERT LIN FT 2108 $32.00 $67,456.00
8 15"RC PIPE CULVERT LIN FT 29 $30.00 $870.00
9 18"RC PIPE CULVERT LIN FT 288 $35.00 $10,080.00
10 24"RC PIPE CULVERT LIN FT 64 $36.00 $2,304.00
11 12"RC PIPE APRON EACH 3 $600.00 $1,800.00
12 15"RC PIPE APRON EACH 1 $500.00 $500.00
13 18"RC PIPE APRON EACH 1 $650.00 $650.00
14 24"RC PIPE APRON EACH 2 $700.00 $1,400.00
15 RANDOM RIPRAP CLASS IV CU YD 75 $90.00 $6,750.00
16 STORM DRAIN INLET PROTECTION EACH 38 $150.00 $5,700.00
17 SPILLWAYS EACH 56 $800.00 $44,800.00
18 DRIVEWAY CULVERT LIN FT 1000 $25.00 $25,000.00
SUBTOTAL STORM SEWER COST $265,100.00
10%CONTINGENCIES $26,500.00
TOTAL STORM SEWER COST $291,600.00
INDIRECT COSTS(10%) $29,200.00
TOTAL STORM SEWER COST $320,800.00
165TH AVENUE NW&JARVIS STREET NW-NO TRAIL OPTION
PRELIMINARY COST ESTIMATE
STA. 12+48 TO STA. 139+10
CITY OF ELK RIVER
NO. ITEM UNITS QTY UNIT PRICE TOTAL PRICE
RAILROAD CROSSING IMPROVEMENTS AT 165TH AVENUE&JARVIS STREET
1 PROPOSED CROSSING SURFACE(INCLUDES CONCRETE PANELS,NEW RAIL,TIES,AND BALLAST) LF 128 $1,400.00 $179,200.00
2 PROPOSED SAFETY MEASURE(TWO-QUADRANT GATE SYSTEM WITH FLASHERS&CWT) LUMP SUM 2 $250,000.00 $500,000.00
3 COMMON EXCAVATION CU YD 300 $14.00 $4,200.00
4 AGGREGATE BASE CLASS 5 TON 160 $28.00 $4,480.00
5 5'CONCRETE WALK SO FT 0 $6.00 $0.00
6 CONCRETE CURB&GUTTER DESIGN B818(NON-TRAVERSABLE MEDIAN) LIN FT 640 $18.00 $11,520.00
7 TRUNCATED DOMES SO FT 0 $42.00 $0.00
8 FLAG PERSON(BNSF CROSSING) LUMP SUM 2 $12,500.00 $25,000.00
9 SIGN PANEL TYPE C SO FT 100 $35.00 $3,500.00
10 HYDRAULIC SOIL STABILIZER,TYPE 5,WITH SEED&FERT. SO YD 1000 $2.00 $2,000.00
SUBTOTAL QUIET ZONE COST $729,900.00
10%CONTINGENCIES $73,000.00
TOTAL QUIET ZONE COST $802,900.00
INDIRECT COSTS(10%) $80,300.00
TOTAL QUIET ZONE COST $883,200.00
TOTAL PROJECT COST $3,795,400.00
Capital Improvement Plan 2015 that, 2019
Department Infrastructure Improvements
City of Elk River, Minnesota Contact Engineer
Type Improvement
Project# PM-01 Useful Life 25 years
Project Name Pavement Management Program
Category Street&Utility Construction
Priority n/a
Description
Replace,overlay or rehabilitate aged and deteriorated streets,storm drainage,and adjacent walks. Projects will be completed every other year.
Justification
Individual street pavement conditions will dictate what pavement management technique will be utilized to extend the life of that specific street
segment. These techniques may range from a full reconstruction of the surface and aggregate base to simply overlaying the existing pavement. As
they are implemented,the prescribed techniques will continually be gauged to assure their performance is proper in extending the life of our
pavements.
Expenditures 2015 2016 2017 2018 2019 Total
Construction/Maintenance 6,429,724 4,330,000 4,500,000 15,259,724
Total 6,429,724 4,330,000 4,500,000 15,259,724
Funding Sources 2015 2016 2017 2018 2019 Total
Municipal State Aid 3,795,400 1,000,000 1,000,000 5,795,400
Pavement Management Fund 2,484,324 3,180,000 3,350,000 9,014,324
Storm Sewer 150,000 150,000 150,000 450,000
Total 6,429,724 4,330,000 4,500,000 15,259,724
DRAFT 2015-2019 CAPITAL IMPROVEMENT PLAN Page I
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Municipal State Aid(MSA) Balance
2% 2% 2% 2% 2%
2014 2015F 2016F 2017F 2018F 2019F
Beginning balance $ 708,248 $ 1,614,101 $(1,257,329) $ (50,502) $ 175,173 $ 1,420,074
New Allotment(average) 1,207,804 1,231,960 1,256,599 1,281,731 1,307,366 1,333,513
Pavement Management Plan" - (3,795,400) - (1,000,000) - (1,000,000)
Maintence(sealcoat)' (301,951) (307,990) (314,150) (320,433) (326,841) (333,378)
Ramsey Payback - 264,377 264,377 264,377 -
Ending Balance $ 1,614,101 $(1,257,329) $ (50,502) $ 175,173 $ 1,420,074 $ 1,420,209
*=25%of MSA allocation(2015-2019)
= Funds will be advanced from future state-aid allotment