8.4. SR 07-20-2015City of
Elk az
—
River
Request for Action
To
Item Number
Mayor and City Council
8.4
Agenda Section
Meeting Date
Prepared by
General Business
July 20, 2015
Justin Femrite, P.E., City Engineer
Item Description
Reviewed by
Eastern Area Trail and Mobility Project Bids
Cal Portner, City Administrator
Reviewed by
Action Requested
The City Council is asked to consider one of two actions:
1. Adopt, by resolution, acceptance of the low bid and authorize the execution of a contract with
Barber Construction for the construction of the Eastern Area Trail and Mobility project.
2. Adopt, by resolution, rejection of all bids and direct project staff to amend project documents to
reflect a project completion date in 2016.
Background/Discussion
Bids were received on July 7, 2015, for the Eastern Area Trail and Mobility project. There were a total of
three bids received ranging from $505,767.50 to $655,227.00. A tabulation of the bids is attached. The
low bid was submitted by Barber Construction.
The low bid is above the estimated costs for the work. The City Engineer feels there is the potential to
receive more favorable bids and come closer to the project estimates if the contract documents are
amended to allow for 2016 construction.
To make a determination, the Council should discuss and provide direction whether to continue with the
project as planned or to postpone the project for a year in the interest of getting a modestly better bid.
Financial Impact
Funding sources for this project are expected to come from the Street Improvements Reserve fund and a
federal grant. The federal grant that is available is in the amount of $160,000. Street Improvement
Reserve funds were originally estimated at $80,000 as detailed in the CIP. To cover the costs of this
contract, if awarded, the expenditures from the Street Improvement Reserve fund would be increased by
$265,767.50 to a total of $345,767.50. There is sufficient balance in the Street Improvement Reserve
fund to cover the higher than anticipated price of the project.
Attachments
■ Resolution — Accepting the Bids and Authorizing the Execution of the Contract.
■ Resolution — Rejecting the Bids
■ Bid Tabulation
■ Street Improvement Reserve cash flow forecast
■ Project Location Map
P a w E A E U s r
NaA f RE]
City of
Elk
River
Resolution I S-
A Resolution of the City of Elk River Accepting Bid and Authorizing
Execution of Contract in the Matter of the Eastern Area Trail and Mobility
Improvement Project
WHEREAS, competitive bids were solicited for the Eastern Area Trail and Mobility
Improvement project; and
WHEREAS, the City Council has considered the amount of the bids and the responsibility
of the Bidders; and determined that Barber Construction is the lowest responsible bidder;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City= of Elk
River, Minnesota, as follows:
1. The Mayor and City Clerk are authorized and directed to execute, on behalf of the
City, such contract with Barber Construction as is approved by the City Attorney, for
the completion of the Eastern Area Trail and Mobility Improvements according to
the approved plans and specifications.
2. The City Clerk is authorized and directed to forthwith return to all bidders the
deposits made with their bids upon execution of the contract specified above.
Passed and adopted this 20`h day of July, 2015.
John J. Dietz, Mayor
ATTEST:
Tina Allard, City Clerk
row€R10 8
NATUREI
City of
Elk
River
Resolution I S-
A Resolution of the City of Elk River Rejecting Bids and Ordering Re -
Advertisement for Bids in the Matter of the Eastern Area Trail and Mobility
Improvements
WHEREAS, Bolton & Menk, Inc., at the direction of the City Engineer, advertised the
approved plans and specifications for the Eastern Area Trail and Mobility Improvements,
and bids were received on July 7, 2015; and
WHEREAS, the bids received are in excess of the project budget.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Elk
River, Minnesota, as follows:
1. The bids received on July 7, 2015 are hereby rejected.
2. Previously approved plans and specifications shall be modified to amend the
completion date to allow for 2016 construction.
3. The City Clerk shall prepare and obtain the publication of an advertisement for bids
for the making of the improvement pursuant to the revised plans and specifications.
The advertisement shall be published for 21 days, shall specify the work to be done,
and shall state the Date when the bids will be received by the City Clerk.
Passed and adopted this 20" day of July, 2015.
John J. Dietz, Mayor
ATTEST:
Tina Allard, City Clerk
row€R10 8
NATUREI
BID TABULATI®N
Eastern Area Trail and Mobility Improvements
Elk River, MN
SP 204-090-003
BMI Project No. N15.108488
Bids Taken: Tuesday, July 7, 2015 Addendum No. 1 — June 29, 2015
Time: 11:00 a.m. Addendum No. 2 — July 2, 2015
BIDDERS
AMOUNT BID
1
Barber Construction, Inc.
2
Fehn Companies, Inc.
3
GL Contracting Inc.
4
Knife River Corporation
5
North Valley Inc.
6
Northwest Asphalt
7
Pember Companies, Inc.
8
Peterson Companies
l I
9
Sunram Construction Inc.
10
Veit & Company, Inc.
11
12
13
14
H:\ELKR\N15108488\6 BIDDING DOCUMENTS\B BID TABULATION\ 108488 BID TAB.DOC
ABSTRACT OF BIDS
EASTERN AREA TRAIL AND MOBILITY IMPROVEMENTS
ELK RIVER, MINNESOTA
SP 204-090-003; MINN. PROJ. NO. TA 7115 (269)
BMI PROJECT NO. N15.108488
ITEM APPROX.
NO. ITEM QUANT. UNIT
MOBILIZATION
1
LUMP SUM
CLEARING
56
TREE
GRUBBING
56
TREE
REMOVE CURB AND GUTTER
324
LIN FT
REMOVE CONCRETE SIDEWALK
707
SQ FT
REMOVE BITUMINOUS TRAIL / DRIVEWAY PAVEMENT
119
SQ YD
REMOVE BITUMINOUS PAVEMENT
385
SQ YD
SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
1400
LIN FT
SALVAGE FENCE
75
LIN FT
SALVAGE PIPE APRON
1
EACH
RELOCATE MONUMENT
1
LUMPSUM
COMMON EXCAVATION (EV) (P)
1647
CU YD
SUBGRADE EXCAVATION (EV)
165
CU YD
STABILIZING AGGREGATE
165
CU YD
AGGREGATE SURFACING, CLASS 2
10
TON
AGGREGATE BASE, CLASS 5
2165
TON
TYPE SP 12.5 BITUMINOUS PATCH SPECIAL [SPWEB340B]
330
SQ YD
TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) [SPWEA240B]
707
TON
MODULAR BLOCK RETAINING WALL
1320
SQ FT
INSTALL PIPE APRON
1
EACH
27" RC PIPE SEWER CLASS 3
8
LIN FT
ADJUST GATE VALVE & BOX
1
EACH
RELOCATE HYDRANT
1
EACH
ADJUST FRAME AND RING CASTING
1
EACH
5" CONCRETE WALK
5313
SQ FT
CONCRETE CURB & GUTTER DESIGN B618
1374
LIN FT
PEDESTRIAN CURB RAMP
202
SQ YD
TRUNCATED DOMES
328
SQ FT
ADJUST HANDHOLE
2
EACH
INSTALL FENCE
75
LIN FT
WIRE FENCE DESIGN 48V-9322
60
LIN FT
WIRE FENCE DESIGN 60V-9322
330
LIN FT
TRAFFIC CONTROL
1
LUMP SUM
FLAG PERSON (BNSF CROSSING)
1
LUMP SUM
RELOCATE SIGN
12
EACH
PRUNE TREES
5
HOUR
SILT FENCE, TYPE PREASSEMBLED
5167
LIN FT
STORM DRAIN INLET PROTECTION
25
EACH
SEDIMENT CONTROL LOG TYPE WOOD FIBER
930
LIN FT
FERTILIZER TYPE 3 (22-5-10)
1729
POUND
COMMON TOPSOIL BORROW (CV)
1059
CU YD
SEEDING
5
ACRE
SEED MIXTURE 25-121
304
POUND
EROSION CONTROL BLANKET CATEGORY 3
23958
SQ YD
4" SOLID LINE WHITE - EPDXY
1374
LIN FT
CROSSWALK MARKING - EPDXY
936
SQ FT
$43,300.00
$20.00
TOTAL:
Bid as written:
$68,154.20
$24.00
Difference:
$30.00
$9,900.00
Engineer
Barber Construction
Peterson Companies, Inc.
Veit & Company, Inc.
Estimate
St. Bonifacius, MN
Chisago
City, MN
Rogers, MN
UNIT PRICE
AMOUNT
UNIT PRICE
AMOUNT
UNIT PRICE
AMOUNT
UNIT PRICE AMOUNT
$5,000.00
$5,000.00
$23,000.00
$23,000.00
$72,650.00
$72,650.00
$59,400.00
$59,400.00
$75.00
$4,200.00
$100.00
$5,600.00
$110.00
$6,160.00
$135.00
$7,560.00
$75.00
$4,200.00
$100.00
$5,600.00
$110.00
$6,160.00
$135.00
$7,560.00
$5.00
$1,620.00
$10.00
$3,240.00
$11.16
$3,615.84
$2.50
$810.00
$1.50
$1,060.50
$4.00
$2,828.00
$1.46
$1,032.22
$3.00
$2,121.00
$5.00
$595.00
$4.00
$476.00
$9.78
$1,163.82
$3.00
$357.00
$5.00
$1,925.00
$6.00
$2,310.00
$6.56
$2,525.60
$2.80
$1,078.00
$2.00
$2,800.00
$10.00
$14,000.00
$1.78
$2,492.00
$2.50
$3,500.00
$8.00
$600.00
$10.00
$750.00
$11.00
$825.00
$27.00
$2,025.00
$750.00
$750.00
$400.00
$400.00
$387.00
$387.00
$395.00
$395.00
$2,000.00
$2,000.00
$1,500.00
$1,500.00
$458.00
$458.00
$6,300.00
$6,300.00
$18.00
$29,646.00
$20.00
$32,940.00
$28.90
$47,598.30
$47.00
$77,409.00
$15.00
$2,475.00
$10.00
$1,650.00
$16.55
$2,730.75
$25.00
$4,125.00
$20.00
$3,300.00
$40.00
$6,600.00
$19.26
$3,177.90
$40.00
$6,600.00
$30.00
$300.00
$40.00
$400.00
$105.81
$1,058.10
$35.00
$350.00
$20.00
$43,300.00
$20.00
$43,300.00
$31.48
$68,154.20
$24.00
$51,960.00
$30.00
$9,900.00
$16.00
$5,280.00
$26.67
$8,801.10
$95.00
$31,350.00
$80.00
$56,560.00
$100.00
$70,700.00
$91.67
$64,810.69
$129.00
$91,203.00
$15.00
$19,800.00
$20.00
$26,400.00
$20.64
$27,244.80
$33.50
$44,220.00
$750.00
$750.00
$400.00
$400.00
$387.00
$387.00
$1,400.00
$1,400.00
$75.00
$600.00
$200.00
$1,600.00
$165.58
$1,324.64
$150.00
$1,200.00
$250.00
$250.00
$250.00
$250.00
$774.00
$774.00
$380.00
$380.00
$4,000.00
$4,000.00
$10,000.00
$10,000.00
$1,161.00
$1,161.00
$7,590.00
$7,590.00
$400.00
$400.00
$350.00
$350.00
$562.72
$562.72
$1,000.00
$1,000.00
$4.50
$23,908.50
$5.50
$29,221.50
$5.15
$27,361.95
$6.00
$31,878.00
$13.00
$17,862.00
$21.00
$28,854.00
$19.85
$27,273.90
$23.00
$31,602.00
$40.50
$8,181.00
$70.00
$14,140.00
$65.25
$13,180.50
$76.00
$15,352.00
$40.00
$13,120.00
$60.00
$19,680.00
$52.00
$17,056.00
$60.50
$19,844.00
$250.00
$500.00
$350.00
$700.00
$500.00
$1,000.00
$940.00
$1,880.00
$14.00
$1,050.00
$50.00
$3,750.00
$26.00
$1,950.00
$55.00
$4,125.00
$18.00
$1,080.00
$100.00
$6,000.00
$54.25
$3,255.00
$30.00
$1,800.00
$20.00
$6,600.00
$50.00
$16,500.00
$22.50
$7,425.00
$30.00
$9,900.00
$500.00
$500.00
$5,000.00
$5,000.00
$4,000.00
$4,000.00
$18,000.00
$18,000.00
$10,000.00
$10,000.00
$2,500.00
$2,500.00
$6,400.00
$6,400.00
$11,900.00
$11,900.00
$150.00
$1,800.00
$200.00
$2,400.00
$125.00
$1,500.00
$260.00
$3,120.00
$150.00
$750.00
$100.00
$500.00
$140.00
$700.00
$170.00
$850.00
$2.00
$10,334.00
$2.50
$12,917.50
$2.50
$12,917.50
$1.50
$7,750.50
$110.00
$2,750.00
$400.00
$10,000.00
$125.00
$3,125.00
$170.00
$4,250.00
$6.00
$5,580.00
$3.00
$2,790.00
$4.23
$3,933.90
$3.70
$3,441.00
$5.00
$8,645.00
$1.50
$2,593.50
$0.45
$778.05
$0.70
$1,210.30
$24.00
$25,416.00
$28.00
$29,652.00
$36.42
$38,568.78
$33.00
$34,947.00
$1,000.00
$5,000.00
$2,500.00
$12,500.00
$2,757.00
$13,785.00
$145.00
$725.00
$4.50
$1,368.00
$2.50
$760.00
$3.75
$1,140.00
$4.25
$1,292.00
$1.50
$35,937.00
$1.50
$35,937.00
$0.96
$22,999.68
$1.40
$33,541.20
$0.50
$687.00
$1.00
$1,374.00
$0.45
$618.30
$1.00
$1,374.00
$5.00
$4,680.00
$9.00
$8,424.00
$4.40
$4,118.40
$7.00
$6,552.00
$505,767.50
$538,341.64
$655,227.00
$381,780.00
$505,759.50
$8.00
05/29/2015
CITY OF ELK RIVER
Street/Capital Improvement Budget
Beginning Cash Balance
Sources of Funds
Special Assessments (pre-paids)
Special Assessments (outstanding)
Other Revenues
Transfer In
Interest
Total Sources of Funds
Expenditures
Estimate Estimate
2014 2015 2016
07/16/2015
Estimate Estimate Estimate
2017 2018 2019
1,930,306 2,048,941 1,250,977 1,019,649 742,900 536,096
52,684
- - - -
151,998
102,650 62,885 46,080 43,940
8,555
320,000 - - - -
1,081,287
- - - - -
18,186
30,734 25,020 20,393 18,572 13,402
1,312,710
453,384 87,905 66,473 62,512 13,402
Remaining street bond levies
181,348
177,233
173,222
169,316
Transfer out - 2013 street project (pavement management fur
-
-
-
-
Franchise Fee Implementation
-
-
-
Intersection Enhancements
29,245
-
100,000
-
100,000
Intersection Improvements (landscaping)
43,188
30,000
30,000
30,000
-
Boulevard Improvements
100,000
-
80,000
-
Monument Signage
40,000
60,000
60,000
Improvement Projects (7-10 year payback)
-
-
-
-
-
Signal light/signal painting
28,890
-
12,000
Eastern Area trail and mobility
9,356
400,000
-
Quiet Zone improvements
16,394
500,000
Natures Edge Business Park
1,042,706
-
Miscellaneous
21,596
Sealcoat reserves
-
-
-
-
- -
Debt service/arbitrage
2,700
Total Street/Capital Improvement Uses of Funds -
1,194,075
1,251,348
319,233
343,222
269,316 60,000
Ending Cash Balance
2,048,941
1,250,977
1,019,649
742,900
536,096 489,499
BIKE TRAIL DESIGN DESIGNATION OFF-ROADTRAIL MINNESOTA DEPARTMENT OF TRANSPORTATION I MINNESOTA PROJECT NUMBER: TA 7115
FUNCTIONAL CLASSIFICATION
DESIGN SPEED
DESIGN SPEED FOR BIKEWAY BASED
ON STOPPING SIGHT DISTANCE:
HEIGHT OF EYE = 4.5 FT
HEIGHT OF OBJECT= 0 FT
BIKE TRAIL CITY OF ELK RIVER
20 MPH SHERBURNE COUNTY, MINNESOTA
EASTERN AREA TRAIL AND MOBILITY IMPROVEMENTS
CONSTRUCTION PUN FOR: GRADING, BITUMINOUS TRAIL AND PEDESTRIAN RAMPS
LOCATED ON TWIN LAKES ROAD(C.S.A.H. 13) FROM TROTT BROOK PARKWAY NW TO 187TH AVENUE NW
LENGTH AND DESCRIPTION BASED UPON CENTER OF TRAIL
ALIGNMENT
LOCATED ON LINE AVENUE NW FROM 183RD CIRCLE NW
TO MAIN STREET NW(C.S.A.H.I2)
(SP 204-090-003)
2
LEGEND
GROSS LENGTH
860 FEET
.163
MILES
BRIDGE LENGTH
FEET
0
MILES
EXCEPTION LENGTH
FEET
0
MILES
NET LENGTH
FEET
.163
MILES
LENGTH AND DESCRIPTION BASED UPON CENTER OF TRAIL
ALIGNMENT
LOCATED ON LINE AVENUE NW FROM 183RD CIRCLE NW
TO MAIN STREET NW(C.S.A.H.I2)
TYPICAL PLAN SCALE
UNLE HE WI NOTED:
0 50 100
HRHmlrtnl SraM In Feet
0 10 20
Vertical Scale In Feel
END PROJECT: SP 204-090-003
TRAIL 13+48.96
BEGIN PROJECT: SP 204090003
TRAIL 10+41.74
LOCATED ON TWIN LAKES ROAD CC.SA.H. 13)
LOCATED ON
FROM 175TH AVENUE MW
(SP 204-090-003)
2
LEGEND
GROSS LENGTH
307 FEET
.058
MILES
BRIDGE LENGTH
FEET
0
MILES
EXCEPTION LENGTH
FEET
0
MILES
NET LENGTH
FEET
.058
MILES
LENGTH AND DESCRIPTION BASED UPON CENTER OF TRAIL
02055 SECTIONS
ALIGNMENT
LOCATED ON MAIN STREET NW(C.S.A.H.12) FROM
TWIN LAKES ROAD(C.S.AH. 13) TO 585' EAST OF TYLER DRIVE NW
(SP 204-090-003)
GROSS LENGTH
1736 FEET
.329
MILES
BRIDGE LENGTH
FEET
0
Ru
MILES
EXCEPTION LENGTH
FEET
0
MILES
NET LENGTH
FEET
.329
MILES
LENGTH AND DESCRIPTION BASED UPON EXISTING STREET
ALIGNMENT
TYPICAL PLAN SCALE
UNLE HE WI NOTED:
0 50 100
HRHmlrtnl SraM In Feet
0 10 20
Vertical Scale In Feel
END PROJECT: SP 204-090-003
TRAIL 13+48.96
BEGIN PROJECT: SP 204090003
TRAIL 10+41.74
LOCATED ON TWIN LAKES ROAD CC.SA.H. 13)
LOCATED ON
FROM 175TH AVENUE MW
LENGTH AND DESCRIPTION BASED UPON EXISTING STREET
ALIGNMENT
BEGIN PROJECT: SP 204090-003
TRAIL 0+00
35
TO 173TH AVENUE NW
TO 171ST AVENUE NW
END PROJECT: SP 204-D90-003
1 TRAIL 8+60.35
--- GOVERNING SPECIFICATIONS ---
THE 2014 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATION FOR
CONSTRUCTION" SHALL GOVERN.
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE
"MINNESOTA MANIBLL ON UNIFORM TRAFFIC CONTROL DEVICES" CMN MUTCD) AND PART VI, -FIELD MANUAL"
FOR TEMPORARY TRAFFIC CONTROL DEVICES.
SHEET NUMBER
SHEET TITLE
I
(SP 204-090-003)
2
LEGEND
GROSS LENGTH
1334 FEET
153
MILES
BRIDGE LENGTH
FEET
0
MILES
EXCEPTION LENGTH
FEET
0
MILES
NET LENGTH
FEET
.253
MILES
LENGTH AND DESCRIPTION BASED UPON CENTER OF TRAIL
02055 SECTIONS
ALIGNMENT
TWIN LAKES ROAD(C.S.AH. 13) FROM
172NDAVENUENW
(SP 204-090-003)
GROSS LENGTH
947 FEET
.179
MILES
BRIDGE LENGTH
FEET
0
MILES
EXCEPTION LENGTH
FEET
0
MILES
NET LENGTH
FEET
.179
MILES
LENGTH AND DESCRIPTION BASED UPON EXISTING STREET
ALIGNMENT
BEGIN PROJECT: SP 204090-003
TRAIL 0+00
35
TO 173TH AVENUE NW
TO 171ST AVENUE NW
END PROJECT: SP 204-D90-003
1 TRAIL 8+60.35
--- GOVERNING SPECIFICATIONS ---
THE 2014 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATION FOR
CONSTRUCTION" SHALL GOVERN.
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE
"MINNESOTA MANIBLL ON UNIFORM TRAFFIC CONTROL DEVICES" CMN MUTCD) AND PART VI, -FIELD MANUAL"
FOR TEMPORARY TRAFFIC CONTROL DEVICES.
SHEET NUMBER
SHEET TITLE
I
TITLE SHEET
2
LEGEND
3
QUANITY TABULATIONS
4-9
STANDARD DETAILS
10-11
ALIGNMENT TABULATION
12
TYPICAL SECTION
13-14
PEDESTRIAN RAMP DETAILS
15-18
STORM WATER POLLUTION PREVENTION PLAN
19-20
EROSION CONTROL PLAN
21-27
PLAN AND PROFILE
28-42
02055 SECTIONS
THIS PLAN SCT CONTAINS 42 SHEETS.
I HEREBY CERTIFY THAT THIS PIAN 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.
LIC. N0. 49143 DATE 1/30/2015
CODY L HOLMES
APPROVED: DATE
CITY ENGINEER, CITY OF ELK RIVER
PROJECT LOCATION -'""'�622a -m
/7
Y H.! 2
T
BEGIN PROTECT: SP 209-090003 ,i \
CITY: ELK RIVER TRAIL 20+61.28
CO
SHERBURNE � / Z s , DISTRICT STATE AID ENGINEER.REVIEWED FOR COMPLIANCE WITH DATE
STATE AND FEDERAL AID
RULES/POLICY
BEGIN PROJECT: SP 204090-003 �
END PROJECT: SP 204-090003
TRAIL STA 71+09.72
BEGIN PROJECT: SP 204-090-003
TRAIL 57+76.11
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN 15 UTILITY QUALITY
LEVEL 0. THE UTILITY QUALITY LEVELS IN THIS PIAN WERE DETERMINED
ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED -STANDARD
GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA."
VICINITY MAP
0 2000 4000
NONTpRAI SraN In Fee[
ENO PROJECT: SP 204090003
TRAIL 51+44.03
BEGIN PROJECT: SP 204090-0D3
TRAIL 41+96.54
DATE
STATE AID ENGINEER: APPROVED FOR STATE AND FEDERAL AID
FUNDING: STATE AID ENGINEER
I HEREBY CERTIFY THAT THE FINAL FIELD REVISIONS, IF ANY, OF THIS PLAN WERE MADE BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MINNESOTA.
__..... ___.__.. LIC. NO...... _....... DATE .....
PRIMED NAME HERE
nH BCI LTO N 8L M E N K, 1 N C. ELK RIVER, MINNESOTA SHEET I
on Consulting Engineers BE Surveyors EASTERN AREA TRAIL AND MOBILITY IMPROVEMENTS 1
MANKATO, MN FAIRMONT, MN SIFFE EYE, MN BURNWILLE, MN WAAR ILLMFR, MN OF
�.u'mwtsiW'a .3pip cpplpq mrzpf5a4efaM ° CMASKA MN �MSENACER,, R ODES MOINEAIR �pR60, No R.N.
MN TITLE SHEET
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