HomeMy WebLinkAboutCC - May 2, 2017ANLb6W^_
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
Regular City Council Meeting — Tuesday, May 2, 2017
Call to Order — 7:00 p.m.
Pledge of Allegiance
Proclamation — Arbor Month
Resident Forum
Agenda Approval
1. Approval of Minutes (4/17/17 Board of Review; 4/18/17 Regular)
Consent Items
2. Approve Payment of Claims —Finance
3. Acknowledge Bid Award/17-12/Reconstruction of 133`d Ave. NW (West of Crooked Lake Blvd. NW) —
Engineering
4. Order Improvement/Order Plans & Specs/17-16, Andover Blvd. NW Trail (Bluebird St. NW to Vale St.
NW)& 16-18, Hanson Blvd. NW Trail Reconstruction - Engineering
5. Approve Appointment Streets Maintenance Worker —Administration
6. Approve Master Partnership Contract/Mn/DOT - Engineering
Discussion Items
7. Preliminary Plat Revisions and Variance Requests Catcher's Creek 2nd Addition - Planning
Staff Items
8. Schedule May & June Workshops -Administration
9. Administrator'sReport —Administration
Mayor/Council Input
Closed Session — Union Contract Negotiations
Adjournment
CITY OF ANDOVER
PROCLAMATION
Arbor Month
WHEREAS, the City of Andover realizes the many benefits trees have
to offer; and
WHEREAS, trees beautify our environment, provide shade, provide
oxygen to the air, filter storm water, prevent erosion, provide habitat for wild
ife and help conserve energy; and
WHEREAS, the City of Andover understands the importance of
planting trees; and encourages those that reside in the City to plant them.
NOW THEREFORE, BE IT PROCLAIMED that the month of May
in Minnesota is Arbor Month.
JkUe -rrude, MAUor
c�tU of Avwdover
C I T Y 0 F^
LNDOVE
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and City Council
CC: Jim Dickinson, City Administn
FROM: Michelle Hartner, Deputy City
SUBJECT: Approval of Minutes
DATE: May 2, 2017
INTRODUCTION
The following minutes were provided by Staff and TimeSaver, reviewed by
Administration and submitted for City Council approval:
April 17, 2017
April 18, 2017
DISCUSSION
The minutes are attached for your review.
ACTION REQUIRED
Board of Review
Regular
The City Council is requested to approve the above minutes.
Respectfully submitted,
4
Michelle Harmer
Deputy City Clerk
Attach: Minutes
2
4 ANDOVER BOARD OF REVIEW
5 APRIL] 7,2017—MINUTES
6
7
8 The Annual Board of Review was called to order by Mayor Julie Trude at 7:00 p.m., Monday,
9 April 17, 2017, at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota.
10
11 Councilmembers present: Sheri Bukkila, James Goodrich; Valerie Holthus, and Mike Knight
12 Councilmembers absent: None
13 Appointed Board Member: Jim Dickinson, City Administrator
14 Also Present: Jason Dagostino, Anoka County Residential Assessor
15 John Leone, Anoka County Commercial Assessor
16
17
18
19 Mayor Trude reviewed the guidelines for tonight's meeting.
20
21 One resident was in the audience; however he withdrew his name after receiving his property tax
22 information from the City Administrator.
23
24 Mr. Dagostino indicated value notices were sent out in March and 57 phone calls were received
25 from residents. He stated the market is very strong at this time and values are going up. There
26 were 448 home sales in Andover in the last year, with the median sale price of $281,000 up from
27 last year at this time which was $238,000.
28
29 Mr. Leone described the commercial transactions that had taken place in Andover during the past
30 year. He noted that overall, there were not a lot of sales of commercial properties throughout the
31 County. Mr'. Leone indicated he did not receive any calls from commercial business owners
32 regarding their property valuation.
33
34 Councilmember Knight asked if there are many senior living facilities being built in the
35 neighboring communities. Mr. Leone answered that actually there are quite a few.
36
37 Mayor Trude stated the City is fortunate to have the many business that came to the City in the
38 last year, Acapulco, ReMax, the strip mall on the corner of Hanson Boulevard and Bunker Lake
39 Boulevard and the Animal Hospital.
40
41 There were no further questions.
42
43 Mr. Dagostino indicated he reviewed nine properties and the valuation was changed. Those
44 properties are the following:
45
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
Andover Board of Review Meeting
Minutes—April 17, 2017
Page 2
23-32-24-33-0032
23-32-24-13-0017
14-32-24-13-0006
34-32-24-31-0114
34-32-24-31-0113
34-32-24-31-0074
34-32-24-31-0067
25-32-24-42-0042
26-32-24-44-0044
$316,300 changed to $299,200
$357,900 changed to $304,400
$321,300 changed to $304,000
$181,000 changed to $167,600
$191,600 changed to $178,200
$179,500 changed to $167,600
$182,900 changed to $171,000
$339,200 changed to $300,500
$322,500 changed to $300,400
Mr. Dagostino stated the Board would need a motion to approve the valuation changes to the
nine properties listed.
Motion by Councilmember Holthus, Seconded by Knight approving the valuation changes to the
nine properties listed. Motion carried unanimously.
Mr. Dickinson indicated with no other appeals to be heard, Mayor Trude could request a closing
of the Board of Review.
ADJOURNBOARD OFREVIEW
Motion by Councilmember Holthus, Seconded by Councilmember Goodrich, to close the Board
of Review meeting. Motion carried unanimously.
The meeting adjourned at 7:24 p.m.
Respectfully submitted,
Michelle Harmer
Recording Secretary
1
2
3
4
5
6 REGULAR ANDOVER CITY COUNCIL MEETING—APRIL 18, 2017
7 MINUTES
8
9
10 The Regular Bi-Monthly Meeting of the Andover City Council was called to order by Mayor Julie
11 Trude, April 18, 2017, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW,
12 Andover, Minnesota.
13
14 Councilmembers present: Mike Knight, Sheri,Bukkila, Valerie Holthus and James Goodrich
15 Councilmember absent: None
16 Also present: City Administrator, Jim Dickinson
17 Others
18
19
20 PLEDGE OFALLEGL9NCE
21
22 RESIDENTFORUM
23
24 No one wished to address the Council.
25
26 AGENDA APPROVAL
27
28 There were changes to the agenda:
29 - Remove Item 48, as the potential employee declined the job.
30 - Add Item #10A.
31 - Supplemental information for Sheriff's report Item #11.
32
33 Motion by Bukkila, Seconded by Knight, to approve the agenda as amended above. Motion carried
34 unanimously.
35
36 APPROVAL OFMINUTES
37
38 March 28, 2017, Workshop Meeting: Correct as amended.
39
40 Mayor Trude, requested the following corrections:
41 - On page 3, line 19 — capitalize Lakes of Blaine development.
42 - On page 8, line 1, correct the spelling of integral.
43 - On page 9, line 30, add: The Council consensus was that this requires additional discussion
44 and information.
45
46 Mayor Trude noted on the storage POD discussion, page 9, the majority of the Council did not agree
Regular Andover City Council Meeting
Minutes—April 18, 2017
Page 2
1 that storage PODS should be considered temporary storage. Mr. Dickinson stated that topic will be at
2 the next workshop meeting for the Council to discuss as storage PODS relate to the greater
3 community.
4
5 Motion by Holthus, Seconded by Knight, to approve the minutes as indicated above. Motion carried
6 unanimously.
7
8 April 4, 2017, Regular Meeting: Correct as amended.
9
10 A correction was requested on page 8, line 39, should read, "in future months," instead of 2 months,
11 in reference to the Comprehensive Plan.
12
13 Motion by Knight, Seconded by Bukkila, to approve the minutes as indicated above. Motion carried
14 unanimously.
15
16 CONSENT ITEMS
17
18 Item 2 Approve Payment of Claims
19 Item 3 Approve Quotes/Automatic Meter Reading (AMR) for Commercial Properties
20 Item 4 Approve Donations/Chesterton Commons Park/17-14 (See Resolution R031-17)
21 Item 5 Approve Amendment to Park Advertisement Policy & Agreement (upon review and
22 agreement by the City Attorney)
23 Item 6 Approve 2017 Code Enforcement Abatement Contract
24 Item 7 Approve Used Vehicle Sales Business License
25 Item 9 Accept Contribution/North Metro Soccer Association/Andover Community Center (See
26 Resolution R032-17)
27 Item 10 Approve Encroachment Agreement/Northern Natural Gas Co. for Fox Meadows Park
28 Redevelopment/14-15
29 Item l0A Approve Used Vehicle Sales Business License/3138 162nd Lane NW
30
31 Motion by Goodrich, Seconded by Knight, approval of the Consent Agenda as read. Motion carried
32 unanimously.
33
34 ANOKA COUNTY SHERIFF'S OFFICE MONTHL Y REPOR T
35
36 Commander Brian Podany gave the monthly Sheriff's Report. He noted they are increasing their
37 patrols in the parks as the weather is getting warmer. He also encouraged residents to report
38 fraudulent activity as soon as possible to improve the chance for gathering leads. Residents can be
39 the eyes for the Sheriff s Department as there are over 80 parks in the City. If you see suspicious
40 activity always call and report it, even if you are not sure. When vandalism and arson happen it
41 affects everyone, especially when costs are involved. There is a non -emergency number that can be
42 used, but 911 can always be used.
43 Commander Podany demonstrated a new community crime application. It can be seen on the Anoka
Regular Andover City Council Meeting
Minutes—April 18, 2017
Page 3
1 County Sheriff s Office website. He noted death investigations and sexual assaults do not show up
2 because the application gives approximate address data. There is no need for the public to be
3 overwhelmed by the information. Residents can get a weekly update via email.
4
5 DISCUSS/APPROVE 2018 BUDGET DEVELOPMENT GUIDELINES
6
7 Mr. Dickson stated City administration is starting to focus on the 2018 annual operating budget
8 development process and is looking to the City Council to establish the Council's guidelines for the
9 preparation of the 2018 Annual Operating Budget.
10
11 The following were suggested 2018 budget development guidelines that were reviewed by the
12 Council at the March 281h workshop meeting:
13
14 1) A commitment to a City Tax Capacity Rate to meet the needs of the organization and
15 positioning the City for long-term competitiveness through the use of sustainable revenue
16 sources and operational efficiencies.
17
18 2) A fiscal goal that works toward establishing the General Fund balance for working capital at
19 no less than 45% of planned 2018 General Fund expenditures and the preservation of
20 emergency fund balances (snow emergency, public safety, facility management &
21 information technology) through targeting revenue enhancements or expenditure limitations
22 in the 2017 adopted General Fund budget.
23
24 3) A commitment to limit the 2018 debt levy to no more than 25% of the gross tax levy and a
25 commitment to a detailed city debt analysis to take advantage of alternative financing
26 consistent with the City's adopted Debt Policy.
27
28 4) A comprehensive review of the condition of capital equipment to ensure that the most cost
29 effective replacement schedule is followed. Equipment will be replaced on the basis of a
30 cost benefit analysis rather than a year based replacement schedule.
31
32 5) The use of long-term financial models that identify anticipated trends in community growth
33 and financial resources that will help designate appropriate capital resources for future City
34 needs. The financial models will be used in the budget planning process to ensure that key
35 short-term fiscal targets are in line with long-term fiscal projections.
36
37 6) Continued commitment to strategic planning targeted toward meeting immediate and long -
38 term operational, staffing, infrastructure and facility needs.
39
40 7) A management philosophy that actively supports the funding and implementation of Council
41 policies and goals, and a commitment to being responsive to changing community
42 conditions, concerns, and demands, and to do so in a cost-effective manner.
43
Regular Andover City Council Meeting
Minutes—April 18, 2017
Page 4
1 Mr. Dickinson reviewed the information with the Council.
2
3 Mayor Trude highlighted the annual process that the Council and staff use as the budget is
4 developed. She gave an example of calculations that have been used in decision making around
5 vehicle replacement.
6
7 Councilmember Goodrich spoke to the importance of having a long-term financial strategy.
8 Councilmember Knight expressed his agreement.
9
10 Motion by Holthus, Seconded by Bukkila, to approve the 2018 budget development guidelines for
11 developing the 2018 annual operating budget. Motion carried unanimously.
12
13 ADMINISTRATOR'S REPORT
14
15 City Administrator updated the Council on the administration and city department activities,
16 legislative updates, updates on development/CIP projects, and meeting reminders/community events.
17
18 (Meetings) Mr. Dickinson has been participating in board meetings and assigned committees,
19 including the QCTV board meeting, City Annual Board of Review, Youth First board meeting, and
20 the Anoka County Children and Family Council which funds project around Anoka County. Mr.
21 Dickinson is happy to say that Youth First requested a $30,000 grant to expand into Coon Rapids and
22 $25,000 was awarded. He gave a recent presentation to Anoka Rotary. He has met with Burlington
23 Northern Sante Fe representatives about some loitering in the railroad trussel area. There was
24 discussion about closing off some of that area. Discussions included the need for trash pick-up, code
25 violations and the idea moving toward the development of more of a partnership in addressing
26 issues. Chief Streich and Commander Podany and City Administration all met together with the
27 representatives.
28
29 (Spring Projects) Mr. Dickinson stated City staff has been preparing the athletic fields and filling
30 pot holes. The first round of street sweeping is almost done. The City is kicking off the
31 reconstruction project south of Rum River elementary school. Other construction projects will be
32 starting in the next couple of weeks. Code enforcement is picking up. Associate Planner Dan
33 Krumwiede has been very busy.
34
35 (New Homes) Mr. Dickinson reported new home permits are up to 38, up 8 from last month. It is
36 anticipated that there will be about 75 permits requested by the end of the year.
37
38 Councilmember Goodrich asked if 50 homes were budgeted for this year. Mr. Dickinson stated 50
39 homes is a sustainable number and was what was budgeted.
40
41 (Thanks) Councilmember Knight thanked the staff for their financial work this spring. Mr.
42 Dickinson recognized members of the staff.
43
Regular Andover City Council Meeting
Minutes—April 18, 2017
Page 5
MAYORICOUNCIL INPUT
3 (Mayor's Updates) Mayor Trude reminded residents the last Saturday of this month is recycling day.
4 Tree seedlings are given out the last day of April. Andover has again been named a "Tree City
5 USA." The Mayor reported she had received a letter from a 9 -year-old regarding having the street
6 repaired on 154`h Lane NW. The concern expressed was that kids are falling off their bikes.
7 Andover is number four in the Mayors Water Challenge. Residents can sign up for the Mayors
8 Water Challenge on recycling day.
10 (Code Violations) Councilmember Bukkila noted there tends to be more code violations this time of
11 the year. If residents have concerns they should go to the City website or call the City offices.
12 Residents don't have to watch their concerns for weeks and weeks and should just report it.
13
14 (Citywide Garage Sale) Councilmember Bukkila stated that May 11 h —13'h are the Citywide Garage
15 Sale Days. Disabled Veterans will be at the City to collect item on May 14`h, so leftover sale items
16 do not have to be brought back into the house.
17
18 ADJOURNMENT
19
20 Motion by Knight, Seconded by Goodrich, to adjourn. Motion carried unanimously. The meeting
21 adjourned at 7:51 p.m.
22
23 Respectfully submitted,
24
25 Marlene White, Recording Secretary
26
1
Regular Andover City Council Meeting
Minutes—April 18, 2017
Page 6
REGULAR ANDOVER CITY COUNCIL MEETING MINUTES —APRIL 18, 2017
TABLE OF CONTENTS
PLEDGEOF ALLEGIANCE.........................................................................................................
1
RESIDENTFORUM......................................................................................................................
1
AGENDAAPPROVAL..................................................................................................................
I
APPROVALOF MINUTES...........................................................................................................
1
CONSENTITEMS.........................................................................................................................
2
Item 2 Approve Payment of Claims.........................................................................................
2
Item 3 Approve Quotes/Automatic Meter Reading (AMR) for Commercial Properties.........
2
Item 4 Approve Donations/Chesterton Commons Park/17-14................................................
2
Item 5 Approve Amendment to Park Advertisement Policy & Agreement .............................
2
Item 6 Approve 2017 Code Enforcement Abatement Contract ...............................................
2
Item 7 Approve Used Vehicle Sales Business License............................................................
2
Item 9 Accept Contribution/North Metro Soccer Association/Andover Community Center..
2
Item l0A Approve Used Vehicle Sales Business License/3138 162"d Lane NW .......................
2
Item 10 Approve Encroachment Agreement/Northern Natural Gas Co. for Fox Meadows Park
Redevelopment/14-15 .........................................................................................................
2
ANOKA COUNTY SHERIFF'S OFFICE MONTHLY REPORT ................................................
2
DISCUSS/APPROVE 2018 BUDGET DEVELOPMENT GUIDELINES ....................................
3
ADMINISTRATOR'S REPORT....................................................................................................
4
(Meetings)...................................................................................................................................
4
(Spring Projects).........................................................................................................................
4
(New Homes)..............................................................................................................................
4
(Thanks)......................................................................................................................................
4
MAYOR/COUNCIL INPUT..........................................................................................................
5
(Mayor's Updates)......................................................................................................................
5
(Code Violations)........................................................................................................................
5
(Citywide Garage Sale)...............................................................................................................
5
ADJOURNMENT...........................................................................................................................
5
F^
42*
ANDOVEOC
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 . WWW.ANDOVERMN.GOV
TO: Mayor and Councilmembers
CC: Jim Dickinson, City Administra
FROM: Lee Brezinka, Finance Manager
SUBJECT: Payment of Claims
DATE: May 2, 2017
INTRODUCTION
Attached are disbursement edit lists for claims related to the on going business of the City of Andover.
Claims totaling $73,641.46 on disbursement edit lists #1 — 42 from 04/21/17 to 04/28/17 have been issued and
released.
Claims totaling $893,178.12 on disbursement edit list 43 dated 05/02/17 will be issued and released upon
approval.
BUDGET IMPACT
The edit lists consist of routine payments with expenses being charged to various department budgets and
projects.
ACTION REQUESTED
The Andover City Council is requested to approve total claims in the amount of $966,819.58. Please note that
Council Meeting minutes will be used as documented approval.
Respectfully submitted,
Lee Brezinka
Attachments: Check Proof Lists
Accounts Payable
Computer Check Proof List by Vendor
User: brendaf
Printed: 04/21/2017 - 8:28AM
Batch: 00419.04.2017
Invoice No Description
Vendor: Aircon
Aircon Electric Corporation
10981-2017-1
YMCA- Locker Room Wiring & Sensors
10995-2017-1
YMCA -Foyer Lighting
11000-2017-1
Comm Ctr Field House - Ballasts & Bulbs
11009-2017-1
City Hall - Front Post Lights
Check Total:
Vendor: AnkCol3 Anoka Co License Center
2017 GMC Sierra 350 Registration & License
Vendor: BjorkCom
25546
25562
25566
Vendor: Boyerl
1123222X1
1138465
17951 SR
CM1114813A
Vendor: CenLiuk
763 754-6713
763 755-0776
763 755-0776
763 755-0776
763 755-0776
Check Total
Bjorklund Companies LLC
Class 5 Gravel
Class 5 Gravel
Class 5 Gravel
Check Total
Boyer Truck Parts
Fuel Additive
Weatherstrip for Unit #503
Mirror for Unit #4889
Core Credit
Check Total
CenturyLink
Subway Q Community Center
Fire Department Service
Community Center Service
Public Works Service
City Hall Service
Amount Payment Date Acct Number
6,136.39
Check Sequence: 2
2,610.82 04/21/2017 4180-49300-65400
Z,o1U.ez
Check Sequence: 3
966.47 04/21/2017 4140-49300-63300
1,840.23 04/21/2017 4140-49300-63300
918.33 04/21/2017 4140-49300-63300
3, 1n.U3
Check Sequence: 4
9224
04/21/2017
6100-48800-61050
Check Sequence: 1
3,351.33
6100-48800-61115
04/21/2017
2130-44300-63105
1,433.50
-145.00
04/21/2017
2130-44000-63105
860.00
04/21/2017
2130-44400-63105
491.56
Check Sequence: 5
04/21/2017
0101-41910-63105
6,136.39
Check Sequence: 2
2,610.82 04/21/2017 4180-49300-65400
Z,o1U.ez
Check Sequence: 3
966.47 04/21/2017 4140-49300-63300
1,840.23 04/21/2017 4140-49300-63300
918.33 04/21/2017 4140-49300-63300
3, 1n.U3
Check Sequence: 4
9224
04/21/2017
6100-48800-61050
51.04
04/21/2017
6100-48800-61115
10.39
04/21/2017
6100-48800-61115
-145.00
04/21/2017
6100-48800-61115
8.67
Check Sequence: 5
53.61
04/21/2017
2130-44100-62030
20.00
04/21/2017
0101-41920-62030
20.00
04/21/2017
2130-44000-62030
19.99
04/21/2017
0101-41930-62030
19.99
04/21/2017
0101-41910-62030
Reference
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
AP -Computer Check Proof List by Vendor (04/21/2017 - 8:28 AM) Page 1
Invoice No Description Amount Payment Date Acct Number Reference
AP -Computer Check Proof List by Vendor (04/21/2017 - 8:28 AM) Page 2
Check Total:
133.59
Vendor: ECM
ECM Publishers, Inc.
Check Sequence: 6
ACH Enabled:
False
476987
Monthly Recycling Program &SEO
260.00
04/21/2017
0101-46000-63010
Check Total:
260.00
Vendor: ElectDes
Electronic Design Company
Check Sequence: 7
ACH Enabled:
False
M122416
Repair Paging System
328.00
04/21/2017
2130-44000-63100
Check Total:
328.00
Vendor: EliteSan
Elite Sanitation
Check Sequence: 8
ACH Enabled:
False
23876
Portable Toilet Rental
117.00
04/21/2017
0101-45000-62200
Check Total:
117.00
Vendor: EmerAppa
Emergency Apparatus Maint
Check Sequence: 9
ACH Enabled:
False
92335
Labor to Repair Unit #4889
3,137.25
04/21/2017
6100-48800-63135
92335
Parts to Repair Unit #4889
3,501.50
04/21/2017
6100-48800-61115
Check Total:
6,638.75
Vendor: G&K
G&K Services Inc
Check Sequence: 10
ACH Enabled:
False
1182438835
Uniform Cleaning
23.29
04/21/2017
6100-48800-61020
1182438835
Uniform Cleaning
163.23
04/212017
0101-43100-61020
1182438835
Uniform Cleaning
23.33
04/212017
0101-43300-61020
1182438835
Uniform Cleaning
69.95
04/212017
0101-45000-61020
1182438835
Uniform Cleaning
23.33
04/21/2017
5100-48100-61005
1182438835
Uniform Cleaning
46.63
04/212017
5200-48200-61005
Check Total:
349.76
Vendor: GovConn
GovConnection, Inc.
Check Sequence: I I
ACH Enabled:
False
54700591
Toner for Printer
769.08
04/21/2017
0101-41600-61005
Check Total:
769.08
Vendor: HachCo
Hach Company
Check Sequence: 12
ACH Enabled:
False
10399609
Bnch Svc-DR2800 Spec
425.00
04/21/2017
5100-48100-62300
Check Total:
425.00
Vendor: Haldeman
Haldeman Homme, Inc.
Check Sequence: 13
ACH Enabled:
False
AP -Computer Check Proof List by Vendor (04/21/2017 - 8:28 AM) Page 2
Invoice No Description Amount Payment Date Acct Number Reference
305210C
Pulsate Mat Cleaner
-21.00
04/21/2017
2130-00000-20301
305210C
Pulaslic Mat Cleaner
319.35
04/21/2017
2130-44400-61020
Check Total:
298.35
Vendor: InnovOff
Innovative Office Solutions, LLC
Check Sequence: 14
ACH Enabled: False
IN1579299
Floor Mat
166.23
04/21/2017
0101-41500-61005
Check Total:
166.23
Vendor: InterBat
Interstate All Battery Center
Check Sequence: 15
ACH Enabled: False
1901201005873
Batteries
59.70
04/21/2017
5100-48100-61005
Check Total:
59.70
Vendor: KineotEG
Kinect Energy Group
Check Sequence: 16
ACH Enabled: False
257187/5852862
Community Center
8,728.76
04/21/2017
2130-44000-62015
257187/5950574
Public Works
3,223.65
04/21/2017
0101-41930-62015
Check Total:
11,952.41
Vendor: Kriss
Kriss Premium Products Inc
Check Sequence: 17
ACH Enabled: False
150350
CWT 350 Biocide
159.51
04/21/2017
2130-44300-61020
Check Total:
159.51
Vendor: MacQueen
MacQueen Equipment Inc.
Check Sequence: 18
ACH Enabled: False
P05532
Flange Bearings for Unit #525
178.00
04/21/2017
6100-48800-61115
Check Total:
178.00
Vendor: Menards
Menards
Check Sequence: 19
ACH Enabled: False
42610
Return Solar Flag LT Metal
-19.99
04/21/2017
0101-45000-61105
42612
Silcon Spray
3.49
04/21/2017
0101-41990-61120
42634
Irrigation Parts
25.97
04/21/2017
0101-45000-61020
42721
8'RectangularBanq Table
533.90
04/21/2017
2130-44400-61020
42721
8'Rectanglar Banq Table
-34.00
04/21/2017
2130-00000-20301
42900
Mailbox Post &Numbers
55.95
04/21/2017
0101-43100-61020
42960
Concrete Mix
145.62
04/21/2017
0101-43300-61020
42996
Green Treated Wood
21.81
04/21/2017
0101-43100-61020
43042
Classic Post Mount Combo
48.86
04/21/2017
0101-43100-61020
43128
Shovel Square Point
29.34
04/21/2017
0101-43100-61205
Check Total: 810.95
AP -Computer Check Proof List by Vendor (04/21/2017 - 8:28 AM) Page 3
Invoice No Description Amount Payment Date Acct Number Reference
Vendor: MetCounA
Metro Council Wastewater
Check Sequence: 20
ACH Enabled:
False
0001066499
Industrial Discharge Permit Fees
450.00
04/21/2017
510048100-63050
Check Total:
450.00
Vendor: MetSales
Metro Sales Incorporated
Check Sequence: 21
ACH Enabled:
False
11IV776825
Ricoh Wide Fonnat Contract Usage
26.49
04/21/2017
0101-41500-61020
INV776825
Ricoh Wide Format Contract Usage
26.49
04/21/2017
0101-41600-61020
INV776825
Ricoh Wide Format Contract Usage
26.49
04/21/2017
0101-42300-61020
INV776825
Ricoh Wide Format Contract Usage
67.70
04/212017
221041600-61020
Check Total:
147.17
Vendor: MNEquipn
Minnesota Equipment
Check Sequence: 22
ACH Enabled:
False
P58980
Blade-Recy
15.95
04/21/2017
5100118100-61005
Check Total
15.95
Vendor: MnFIAMB
MnFIAM Book Sales
Check Sequence: 23
ACH Enabled:
False
2422
Training Supplies
924.00
04/21/2017
010142200-61015
Check Total:
924.00
Vendor: OReiAuto
O'Reilly Auto Parts
Check Sequence: 24
ACH Enabled:
False
3253-258623
Oil Filters
18.32
04/21/2017
6100-48800-61115
3253-258635
Oil Filters
8.60
04/21/2017
6100-48800-61115
3253-259430
Parts for Unit #17-502
12.98
04/21/2017
6100-488001115
3253-259624
Air Filter for Unit#134
41.35
04/21/2017
6100-48800-61115
3253-259658
Wix 42755
27.88
04/21/2017
6100-48800-61115
3253-259660
Oil Filters
22.90
04/21/2017
6100-48800-61115
Check Total:
132.03
Vendor: PeckStev
Steven Peck
Check Sequence: 25
ACH Enabled:
False
Refund Fence Permit
30.00
04/21/2017
0101-41600-52265
Check Total:
30.00
Vendor: Plunkett
Plunkett's Pest Control, Inc.
Check Sequence: 26
ACH Enabled:
False
5648207
Pest Control
-5.00
04/21/2017
2130-00000-20301
5648207
Pest Control
74.74
04/21/2017
2130-44000-63010
Check Total:
69.74
Vendor: RCMSpeci
RCM Specialties Inc
Check Sequence: 27
ACH Enabled:
False
AP -Computer Check Proof List by Vendor (04/21/2017 - 8:28 AM) Page 4
Invoice No
Description
Amount
Payment Date
Acct Number
Reference
5942
Emulsion
857.28
04/21/2017
0101-43100-61125
Check Total:
857.28
Vendor: StwTri2
Stu Tribune
Check Sequence: 28
ACH Enabled: False
10962115
May 2017 IPad Subscription
16.96
04/21/2017
0101-41200-61320
Check Total:
16.96
Vendor: SunLifeF
Sun Life Financial
Check Sequence: 29
ACH Enabled: False
238450
May 2017 Premium
153.69
04/21/2017
7100-00000-21218
238450
May 2017 Premium
34.20
04/21/2017
0101-42200-60330
238450
May 2017 Premium
1,491.47
04/21/2017
0101-00000-21205
238450
May 2017 Premium
778.47
04/21/2017
0101-00000-21216
238450
May 2017 Premium
182.23
04/21/2017
0101-00000-21217
Check Total:
2,640.06
Vendor: Timesave
Timesaver
Check Sequence: 30
ACH Enabled: False
M22818
Park & Recreation Meeting
190.00
04/21/2017
0101-45000-63005
M22818
City Council Meeting
491.63
04/21/2017
0101-41100-63005
Check Total:
681.63
Vendor: TruckGea
Truck Gear USA
Check Sequence: 31
ACH Enabled: False
Floor Mats for Unit 1117-502
200.00
04/21/2017
4180-49300-65400
Check Total:
200.00
Vendor: TrustlnU
Trust in Us, LLC
Check Sequence: 32
ACH Enabled: False
72582
Onsite DOT Random Testing
190.00
04/21/2017
0101-41230-63005
Check Total:
190.00
Vendor: Verizon
Verizon Wireless
Check Sequence: 33
ACH Enabled: False
9783836854
Monthly Cell Phone Service
96.25
04/21/2017
0101-41500-62030
9783836854
Monthly Cell Phone Service
396.63
04/21/2017
0101-41600-62030
9783836854
Monthly Cell Phone Service
59.37
04/21/2017
0101-41400-62030
9783836854
Monthly Cell Phone Service
190A0
04/21/2017
0101-42200-62030
9783836854
Monthly Cell Phone Service
104.38
04/21/2017
0101-41420-62030
9783836854
Monthly Cell Phone Service
367.03
04/21/2017
0101-45000-62030
9783836854
Monthly Cell Phone Service
110.64
04/21/2017
5200-48200-62030
9783836854
Monthly Cell Phone Service
71.89
04/21/2017
0101-43300-62030
9783836854
Monthly Cell Phone Serviced
263.19
04/21/2017
0101-43100-62030
AP -Computer Check Proof List by Vendor (04/21/2017 - 8:28 AM) Page 5
Invoice No Description Amount Payment Date Acct Number Reference
9783836854
Monthly Cell Phone Service
157.11
04/21/2017
6100-48800-62030
9783836854
Monthly Cell Phone Service
302.04
04/21/2017
5100-48100-62030
9783836854
Monthly Cell Phone Service
69.37
04/21/2017
0101-41200-62030
9783836854
Monthly Cell Phone Service
188.76
04/21/2017
0101-42300-62030
9783836854
Monthly Cell Phone Service
229.85
04/21/2017
2130-44000-62030
9783836854
Monthly Cell Phone Service
39.84
04/21/2017
0101-41910-62030
Check Total:
2,646.75
Vendor: YTSCompa
YTS Companies, LLC
Check Sequence: 34
11761
Tree Removal 16781 Tulip/16548 Argon
1,386.00
04/21/2017
0101-43100-63010
Check Total: 1,386.00
Total for Check Run: 45,514.81
Total of Number of Checks: 34
ACH Enabled: False
AP -Computer Check Proof List by Vendor (04/21/2017 - 8:28 AM) Page 6
Accounts Payable
Computer Check Proof List by Vendor
User: brendaf
Printed: 04/27/2017 - 2:12PM
Batch: 00424.04.2017
Invoice No Description
�a
Amount Payment Date Acct Number
Reference
Vendor: AbbCarpe
Abbey Carpet Commercial Accounts
Check Sequence: I
ACH Enabled: False
C0700350
Carpet Install @ City Hall & FS #1
7,929.25
04/28/2017
4180-49300-63105
Check Total:
7,92925
Vendor: Ancon
Almon Electric Corporation
Check Sequence: 2
ACH Enabled: False
10967-2017-1
FS #2 Repair Hose Washer
287.50
04/28/2017
0101-42200-63100
Check Total:
287.50
Vendor: AnkCo04
Anoka Cc Central Communication
Check Sequence: 3
ACH Enabled: False
2017037
800 MHz Radio System Equipment Chg
114.00
04/28/2017
010114220061020
Check Total:
114.00
Vendor: AnkCo01
Anoka Cc Treasurer
Check Sequence: 4
ACH Enabled: False
130856
Signal Bunker& Quinn
532.67
04/28/2017
0101-00000-11310
130856
Signal 161st & Hanson
457.04
04/28/2017
0101-43400-63100
130856
Signal Andover & Crosstown
1,038.58
04/28/2017
0101-43400-63100
Check Total:
2,028.29
Vendor: BryanRoc
Bryan Rock Products, Inc.
Check Sequence: 5
ACH Enabled: False
20443
Red Ball Diamond
647.63
04/28/2017
0101-45000-61130
Check Total:
647.63
Vendor: CentWood
Central Wood Products -Rivard Companies
Check Sequence: 6
ACH Enabled: False
362128
2680 Coco -Brown Mulch
1,946.00
04/28/2017
0101-45000-61130
Check Total:
1,946.00
Vendor: CintasCo
Cintas Corporation
Check Sequence: 7
ACH Enabled: False
5007798731
Service First Aid Cabinet
52.83
04/28/2017
2130-44000-61005
AP -Computer Check Proof List by Vendor (04/27/2017 - 2:12 PM)
Page 1
Invoice No Description Amount Payment Date Acct Number Reference
AP -Computer Check Proof List by Vendor (04/27/2017 - 2:12 PK Page 2
Check Total:
52.83
Vendor: CitiCard
Citi Cards
Check Sequence: 8
ACH Enabled:
False
9598
Supplies for Pickleball
36.28
04/28/2017
2130-44400-61020
Check Total:
36.28
Vendor: Dalco
Dalco
Check Sequence: 9
ACH Enabled:
False
3164812
Multi Surface Cleaner
149.74
04/28/2017
2130-44000-61020
Check Total:
149.74
Vendor: G&K
G&K Services Inc
Check Sequence: 10
ACH Enabled:
False
6182450024
Uniform Cleaning
25.48
04/28/2017
5100-48100-61005
6182450024
Uniform Cleaning
25.44
04/28/2017
6100-48800-61020
6182450024
Uniform Cleaning
76.40
04/28/2017
0101-45000-61020
6182450024
Uniform Cleaning
178.27
04/28/2017
0101-43100-61020
6182450024
Uniform Cleaning
25.48
04/28/2017
0101-43300-61020
6182450024
Uniform Cleaning
50.92
04/28/2017
5200-48200-61005
6182450025
Floor Mat Rental
61.25
04/28/2017
0101-41930-62200
6182450026
Floor Mat Rental
39.90
04/28/2017
0101-41910-62200
6182450027
Floor Mat Rental
121.78
04/28/2017
5100-48100-62200
Check Total:
604.92
Vendor: GovConn
GovConnection, Inc.
Check Sequence: 11
ACH Enabled:
False
54720353
Smart Label Printers
114.26
04/28/2017
0101-41420-61005
Check Total:
114.26
Vendor: HagforsT
Ted Hagfors Inc.
Check Sequence: 12
ACH Enabled:
False
201707
2017 Electrical Inspections
1,604.25
04/28/2017
0101-42300-63005
Check Total:
1,604.25
Vendor: HDSuppW:
HD Supply Waterworks, LTD.
Check Sequence: 13
ACH Enabled:
False
H062359
Water Meters
885.05
04/282017
5100-48100-61035
Check Total:
885.05
Vendor: Henrys
Henry's Waterworks, Inc.
Check Sequence: 14
ACH Enabled:
False
18992
Copperhoms
4,792.80
04/28/2017
5100-48100-61035
AP -Computer Check Proof List by Vendor (04/27/2017 - 2:12 PK Page 2
Invoice No Description Amount Payment Date Acct Number Reference
AP -Computer Check Proof List by Vendor (04/27/2017 - 2:12 PM) Page 3
Check Total:
4,792.80
Vendor: JanishJo
Joe Janish
Check Sequence: 15
ACH Enabled: False
2017 Day Care Flex Account
1,538.48
04/28/2017
0101-00000-21211
Check Total:
1,538.48
Vendor: LegDataS
Legend Data Systems, Inc.
Check Sequence: 16
ACH Enabled: False
116713
Name Tags
236.75
04/28/2017
0101-42200-61020
Check Total:
236.75
Vendor: MegaGoal
MEGA Goaltending
Check Sequence: 17
ACH Enabled: False
04172017
Game Anchor Pegs
-25.00
04/28/2017
2130-00000-20301
04172017
Game Anchor Pegs
385.00
04/28/2017
2130-44300-61020
Check Total:
360.00
Vendor: Menards
Menards
Check Sequence: 18
ACH Enabled: False
43133
Hardware for Crooked Lake Boatlanding
15.66
04/28/2017
0101-45000-61020
43225
Misc. Supplies
200.47
04/28/2017
2130-44400-61020
43225
Mise. Supplies
-13.00
04/28/2017
2130-00000-20301
43490
Tools
6.99
04/28/2017
0101-41930-61205
43490
Misc: Supplies
9.77
04/28/2017
0101 11910-61120
43551
Broadcast Spreader & Venom Coveml
48.94
04/28/2017
0101-45000-61020
43644
Tools
29.89
04/28/2017
0101-41930-61205
43644
Misc. Supplies
45.67
04/282017
0101-41920-61120
43644
Misc. Supplies
29.97
04/28/2017
0101-41910-61120
43712
1 X 1 Cedar
18.79
04/28/2017
0101-43100-61020
43745
Misc. Supplies
64.26
04/28/2017
0101-41920-61120
Check Total:
457.41
Vendor: MetSales
Metro Sales Incorporated
Check Sequence: 19
ACH Enabled: False
INV778356
Contract Rate Chg 4/5/17 - 7/4/17
42.00
04/28/2017
0101-41930-61020
INV781039
Contract Rate Chg 4/22/17 - 7/21/17
55.00
04/28/2017
0101-42200-62305
INV781039
Contract Rate Chg 4/22/17 - 7/21/17
797.00
04/28/2017
0101-41420-62305
INV781039
Contract Rate Chg 4/22/17 - 7/21/17
375.00
04/28/2017
2130-44000-62305
INV781039
Contract Rate Chg 4/22/17 - 7/21/17
10.00
04/28/2017
5100-48100-62305
INV781039
Contract Rate Chg 4/22/17 - 7/21/17
134.44
04/282017
0101-41420-61020
INV781039
Contract Rate Chg 4/22/17 - 7/21/17
150.00
04/28/2017
0101-42300-62305
INV781039
Contract Rate Chg 4/22/17-7/21/17
120.00
04/282017
01OIA1930-62305
AP -Computer Check Proof List by Vendor (04/27/2017 - 2:12 PM) Page 3
Invoice No Description Amount Payment Date Acct Number Reference
Check Total:
Vendor: MidwestL Midwest Lighting Products
00066278 1 - 2LT 36-55W T5 120/277V
Check Total:
Vendor: MNEquipn Minnesota Equipment
P59553 Blade for Unit #09-592
Check Total:
Vendor: NoSuburb North Suburban Rental Center
126206 Terrace Park Irrigation & Water Service
Check Total:
Vendor: NorthMec Northland Mechanical
69303-64647 Replace Flame Sensor & Ignitor for MUA
Check Total
Vendor: OffDepot Office Depot
896258005001
Dryeraser Board
913732772001
Office Supplies
915961323001
Returned Office Supplies
918079116001
Retuned Office Supplies
919679081001
PW Office
Depot Supplies
919679081001
PW Office
Depot Supplies
919679081001
PW Office
Depot Supplies
919679081001
PW Office
Depot Supplies
919679081001
PW Office
Depot Supplies
919679081001
PW Office
Depot Supplies
919861275001
CH Office
Depot Supplies
919861275001
CH Office
Depot Supplies
919861275001
CH Office
Depot Supplies
919861275001
CH Office
Depot Supplies
919861275001
CH Office
Depot Supplies
919861275001
CH Office
Depot Supplies
919861275001
CH Office
Depot Supplies
919861564001
CH Office
Depot Supplies
919861564001
CH Office
Depot Supplies
919861564001
CH Office
Depot Supplies
1,683.44
134.15
134.15
47.85
47.85
96.01
96.01
580.53
580.53
95.69
47.16
-95.90
-95.90
15.71
26.20
10.47
36.67
50.29
7.33
110.23
44.09
22.05
44.09
66.14
88.19
66.14
0.80
0.40
0.80
Check Sequence: 20
04/28/2017 5100-48100-61120
Check Sequence: 21
04/28/2017 6100-48800-61115
Check Sequence: 22
04/28/2017 4150-49300-61020
Check Sequence: 23
04/28/2017 0101-41930-63105
Check Sequence: 24
04/28/2017 010142300-61005
04/28/2017 0101-42300-61005
04/28/2017 0101-42300-61005
04/28/2017 0101-42300-61005
04/28/2017 0101-43100-61005
04/28/2017 5100-48100-61005
04/28/2017 0101-43200-61005
04/28/2017 0101-45000-61005
04/28/2017 5200-48200-61005
04/28/2017 0101-46000-61005
04/28/2017 0101-42300-61005
04/28/2017 0101-41230-61005
04/28/2017 0101-41300-61005
04/28/2017 0101-41400-61005
04/28/2017 0101-41200-61005
04/28/2017 0101-41500-61005
04/28/2017 0101-41600-61005
04/28/2017 0101-41400-61005
04/28/2017 0101-41300-61005
04/28/2017 0101.41230-61005
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
ACH Enabled: False
AP -Computer Check Proof List by Vendor (04/27/2017 - 2:12 PM) Page 4
Invoice No Description
919861564001
CH Office Depot Supplies
919861564001
CH Office Depot Supplies
919861564001
CH Office Depot Supplies
919861564001
CH Office Depot Supplies
919861564001
Plastic Cups
1.20
Check Total:
Vendor: RDOEquip
ROO Equipment
P25115
Parts for Unit #124
P25345
Parts for Unit #173
Check Total:
Vendor: T urleyR
Ron Turley Associates, Inc.
49113
Piggyback Labels for Printer
Check Total:
Vendor: S&SInd
S & S Industrial Supply
291473
Misc. Supplies
599.83
Check Total:
Vendor: TCSeedCo
Twin City Seed Co.
39535
Grass Seed & Straw
Check Total:
Vendor: USBankEq
US Bank Equipment Finance
329243042
Ricoh Copier Lease @ PW
Check Total
Total for Check Run:
Total of Number of Checks:
AP -Computer Check Proof List by Vendor (04/27/2017 - 2:12 PM)
Amount
Payment Date
Acct Number
Reference
2.01
04/28/2017
0101-42300-61005
1.20
04/28/2017
0101-41600-61005
1.61
04/28/2017
0101-41500-61005
1.20
04/28/2017
0101-41200-61005
53.16
04/28/2017
0101-41100-61020
599.83
Check Sequence: 25
ACH Enabled:
False
72.76
04/28/2017
610048800-61115
16.91
04/28/2017
6100-48800-61115
89.67
Check Sequence: 26
ACH Enabled:
False
90.00
04/28/2017
610048800-61020
90.00
Check Sequence: 27
ACH Enabled:
False
40.23
04/28/2017
6100-48800-61020
40.23
Check Sequence: 28
ACH Enabled:
False
839.00
04/282017
5300-48300-61145
839.00
Check Sequence: 29
ACH Enabled:
False
140.50
04/28/2017
0101-41930-62200
140.50
28,126.65
W
Page 5
Accounts Payable
Computer Check Proof List by Vendor
User: breadaf
Printed: 04/27/2017 - 2:31PM
Batch: 00402.05.2017
Invoice No Description
ff. J
Amount Payment Date Acct Number
Reference
Vendor:
Ank0001
Anoka Cc Treasurer
Check Sequence: 1
ACH Enabled: False
S170412A
2017 2nd Qtr Law Enforcement Contract
740,637.75
05/02/2017 0101-42100-63010
Check Total:
740,637.75
Vendor:
MNEquipn
Minnesota Equipment
Check Sequence: 2
ACH Enabled: False
E08015
Trail Machine for Parks
113,150.00
05/02/2017 4180-49300-65400
Check Total:
113,150.00
Vendor:
NelsAuto
Nelson Auto Center
Check Sequence: 3
ACH Enabled: False
F37643
2017 GMC Sierra 350OHD Crew Cab
39,390.37
05/02/2017 4180-49300-65400
Check Total: 39,390.37
Total for Check Run: 893,178.12
Total of Number of Checks: 3
AP -Computer Check Proof List by Vendor (04/27/2017 - 2:31 PM) Page 1
A,OW
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 . WKW.ANDOVERMN.GOV
TO: Mayor and Council Members
CC: Jim Dickinson, City Administra
�aN�
FROM: David D. Berkowitz, Director of Pu orks / City Engineer
SUBJECT: Acknowledge Bid Award/17-12/Reconstruction of 133`d Ave. NW (West of Crooked
Lake Blvd. NW) - Engineering
DATE: May 2, 2017
INTRODUCTION
The City Council is requested to receive bids and acknowledge the bid award for Project 17-12,
Reconstruction of 133`d Avenue NW (west of Crooked Lake Boulevard NW).
DISCUSSION
On Monday, April 24, 2017 the City of Coon Rapids opened bids for their City Project 17-4, Street
Reconstruction project. Scheduled for this evening the City of Coon Rapids has plans to award the
contract to North Valley, Inc. A portion of this project includes 133rd Avenue NW from Crooked Lake
Boulevard to Gladiola Street NW which is a common border with Andover which the City is responsible
for half the cost.
There are four properties on the Andover side that will be assessed for a portion of the improvements. A
public hearing has been previously held for this project. City of Andover acknowledges the bid results
and that the City of Coon Rapids has awarded the contract to North Valley, Inc.
Two bid result tabulations are attached for information. The first one is specifically for the City of
Andover's construction portion based on the low bid unit prices and the second bid tabulation is for the
entire project. The final construction cost for Andover will be based on final quantities. The updated
Engineer's Estimate based on the bid is $63,033.78. The design, project administration and construction
inspection (indirect costs) that will be provided by the City of Coon Rapids will be invoiced to the City
when the project is complete
BUDGETIMPACT
Based on bid quantities and bid prices the total construction cost is estimated at $63,033.78 with indirect
costs estimated at $12,606.75 for a total project cost of $75,640.53 in which $8,544.20 would be assessed
to benefiting properties. The remaining costs will be funded by the City's Road & Bridge Fund.
ACTION REQUIRED
The City Council is requested to receive bids and acknowledge the bid award by resolution for Project
17-12, Reconstruction of 133`d Avenue NW (west of Crooked Lake Boulevard NW) to North Valley, Inc.
Respectfully submitted,
David D. Berkowitz, P.E.
Attachments: Resolution, Bid Tabulations
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Council member
A RESOLUTION ACKNOWLEDGING THE BID AWARD
OF PROJECT NO. 17-12, RECONSTRUCTION OF 132
CROOKED LAKE BOULEVARD NW).
to adopt the following:
R THE IMPROVEMENT
WHEREAS, pursuant to advertisement for bids as set out in Council Resolution
No. 015-17 dated February 21 , 2017, bids were received, opened and tabulated
according to law by the City of Coon Rapids.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby acknowledge the bid results as shown on the provided tabulation of
bids provide by the City of Coon Rapids, titled, 17-4 Street Reconstruction, in which the
contact was awarded by the City of Coon Rapids to North Valley, Inc.
MOTION seconded by Council member
and adopted by the City
Council at a regular meeting this 2nd day of May , 2017 , with Council
members
of the resolution, and Council members
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Julie Trude - Mayor
Michelle Hartner — Deputy City Clerk
voting in favor
_ voting
ENGINEER'S ESTIMATE
COON RAPIDS PROJECT 174
133RD AVE. STREET RECONSTRUCTION 412 612 01 7
NO.
I DESCRIPTION
UNITS
QTY
UNIT
PRICE
TOTAL
CR/ANDOVER
QUANTITY
NORTHVALLEY
UNIT PRICE
TOTAL
COST
NOTES
133RD AVE. ANDOVER / COON RAPIDS
TOTAL COST ESTIMATE
STREET RECONSTRUCTION
1
MOBILIZATION
LS
1
$1,000.00
$1,000.00
0.06
$42,143.71
$2,528.62
2
TRAFFIC CONTROL
LS
1
$1,000.00
$1,000.00
0.06
1 $12,056.31
$723.38
3
GRIND ROOTS BY LOCATION
EA
2
$25.00
$50.00
2
$135.79
$271.58
4
SAW CONCRETE CURB
EA
45
$10.00
$450.00
45
$11.74
$528.30
5
SAW BITUMINOUS SURFACING
LF
125
$2.25
281.25
125
$1.60
$200.O0
6
REMOVE BITUMINOUS SURFACING
SY
55
$5.00
$275.00
55
$4.80
$264.00
2-4" THICK
7
REMOVE CONC CURB
LF
800
$5.25
$4,200.00
800
$4.27
$3.416.00
8
REMOVE CONCRETE WALK
SF
80
$1.50
$120.00
80
$1.60
$128.00
9
CONCRETE CURB HAND PLACED
LF
450
$20.00
$9,000.00
450
$19.53
$8,788.50
250 ANDOVER 200 COON RAPIDS
10
CONCRETE CURB MACHINE PLACED
LF
350
$13.00
$4,550.00
350
$12.48
$4,368.00
ALL ON ANDOVER SIDE
11
7" CONCRETE 3' GUTTER
LF
53
$22.00
$1 166.00
54
$21.70
$1,171.80
27 COON RAPIDS 27 ANDOVER
12
CONCRETE TRI -SECTION 15' R
EA
4
$600.00
$2,598.00
4.3
$471.96
$2.029.43
2.3 COON RAPIDS, 2 ANDOVER
13
RECLAIM BIT SURFACE 5" DEPTH)BY
2785
$0.90
$2,506.50
2p785
$0.89
$2,478.65
14
TRUCK OUT RECLAIMED MATL LV TO
LS
1
$2,000.00
$2,000.00
0.06
$39,560.10
$2,373.61
PUBLIC WORKS APPROX. 225 CY
15
SELECT GRANULAR BORROW
CY
50
$22.00
$1,100.00
50
$26.67
$1,333.50
16
APPLICATION OF WATER
MGAL
30
$35.00
$1,050.00
30
$29.87
$896.10
17
FINE GRADE NORMAL ST SECTION
ROST
9
$180.00
$1,620.00
9
$196.22
$1,765.98
16
BITUMINOUS TACK COAT FOR CURB
45
$3.50
$157.50
45
$2.63
$127.35
19
2" BITUMINOUS SURFACING SPWEA240C
380
$65.00
$24 700.00
380
$58.35
$22 173.00
gGA
20
2" BITUMINOUS PATCH SPWEA240C
8
$150.00
$1 200.00
8
$91.01
$728.06
ENGINEER'S ESTIMATE
COON RAPIDS PROJECT 17-4 ��
133RD AVE. STREET RECONSTRUCTION 4/26/2017
NO.
DESCRIPTION
UNITS
QTY
UNIT
PRICE
TOTAL
CR/ANDOVER
QUANTITY
NORTHVALLEY
UNIT PRICE
TOTAL
COST
NOTES
21
RELOCATE & REINSTALL MAILBOX
EA
5
$75.00
$375.00
5
$50.15
$250.75
4 COON RAPIDS 1 ANDOVER
22
LAWN SPRINKLER REPAIR
EA
3
$1,000.00
$3000.00
3
$160.04
$480.12
23
SELECT TOPSOIL BORROW LV
CY
50
$40.00
$2000.00
50
$36.28
$1,814.00
24
SEED HYDRO
BY
275
$4.00
$1,100.00
275
$1.33
$365.75
25
JOINT SAW& SEAL BIT SURFACE
LF
700
$3.25
$2,275.00
700
$2.46
$1722.00
TOTAL BID SCHEDULE NO. 1
$67,774.25
$60,926.60
TRAFFIC SIGNS
1
R1-1 30" STOP
EA
2
$250.00
$500.00
2
$213.39
$426.78
HALF
2
STREET NAME SIGN ASSY W/BREAKOFF
EA
5
$200.00
$1,000.00
5
$122.70
$613.50
COON RAPIDS
3
STREET NAME BLADE 9" HIGH
EA
20
$80.00
$1,600.00
20
$53.35
$1,067.00
COON RAPIDS
TOTAL BID SCHEDULE NO.2
1
$3,100.00
$2,107.28
SUMMARY OF BIDS
TOTAL BID SCHEDULE NO. 1
$67,774.25
$60,926.50
TOTAL BID SCHEDULE NO.2
$3,100.00
$2,107.28
TOTAL BASE BID
$70,874.25
$63,033.78
17-4 STREET RECONSTRUCTION (#4876787)
Owner: City of Coon Rapids
Solicitor. City of Coon Rapids
04124/201702:00 PM CDT
Item
Item Description
Uo/M
Quart'
Engineer Estimate
Ung Price Extension
North
Urvf Pnce
Valley, Inc.
Extension
Hardrives Inc.
Und Price Extension
Park Construction
Company
Und Price Extension
Northwest Asphalt
Unit Price Extension
BID
SCHEDULE NO. 1 - WATERMAIN
1
MOBILIZE FOR WATERMAIN
LS
1
$100,000.00
$100,000.00
$10,669.30
$10,669.30
$24,022.60
$24,022.60
$13,200.00
$13,200.00
$15,000.00
$15,000.00
2
TRAFFIC CONTROL
LS
1
$20,000.00
$20,000.00
$533.46
$533.46
$536.79
$536.79
$505.00
$505.00
$1,800.00
$1,800.00
3
CLEAR & GRUB TREE
EA
10
$1,200.00
$12,000.00
$1,222.12
$12,221.20
$1,019.91
$10,199.10
$960.00
$9,600.00
$900.00
$9,000.00
4
REMOVE EXISTING 1 -WATER SERVICE
LF
100
$10.00
$1,000.00
$16.00
$1,600.00
$16.27
$1,627.00
$15.30
$1,530.00
$15.00
$1,500.00
5
REMOVE EXISTING CURB STOP
EA
2
$500.00
$1,000.00
$160.04
$320.08
$162.67
$325.34
$153.00
$306.00
$150.00
$300.00
6
REMOVE HYDRANT AND VALVE ASSY
EA
17
$500.00
$8,500.00
$480.12
$8,162.04
$487.99
$8,295.83
$459.00
$7,803.00
$450.00
$7,650.00
7
REMOVE EXISTING / F&I MAIN LINE 6" VALVE & ASSY.
EA
16
$2,000.00
$32,000.00
$2,453.94
$39,263.04
$2,494.19
$39,907.04
$2,350.00
$37,60D.00
$2,300.00
$36,800.00
8
REMOVE EXISTING /F&I MAIN LINE B"VALVE &ABBY.
EA
1
$3,400.00
$3,400.OD
$2,987.40
$2,967.40
$3,036.40
$3,036.40
$2,860.00
$2,860.00
$2,800.00
$2,800.00
9
REMOVE EXISTING /F&I MAIN LINE IB" BUTTERFLY VALVE&
EA
1
$7,200.00
$7,200.00
$5,174.61
$5,174.61
$5,259.49
$5,259.49
$4,950.00
$4,950.00
$4,850.00
$4,850.00
ASSY.
10
REMOVE 6"WATERMAIN
LF
155
$11.00
$1,705.00
$16.00
$2,480.00
$16.27
$2,521.85
$15.30
$2,371.50
$15.00
$2,325.00
11
REMOVE B"WATERMAIN
LF
5
$30.00
$150.00
$106.69
$533.45
$108.44
$542.20
$102.00
$510.00
$100.00
$500.00
12
REMOVE IB"WATERMAIN
LF
5
$40.00
$200.00
$133.37
$666.85
$135.55
$677.75
$128.00
$640.00
$125.00
$625.00
13
SELECT GRANULAR BORROW
CY
100
$20.00
$2,000.00
$26.67
$2,667.00
$27.11
$2,711.00
$2550
$2,550.00
$25.00
$2500.00
14
F&I 6" DIP (CLASS 52)
LF
140
$50.00
$7,000.00
$59.75
$8,365.00
$60.73
$8,502.20
$57.10
$7,994.00
$56.00
$7,840.00
15
F&I B" DIP (CLASS 52)
LF
5
$90.00
$450.00
$160.04
$800.20
$162.67
$813.35
$153.00
$765.00
$150.00
$750.00
16
F&I 18- DIP (CLASS 52)
LF
5
$120.00
$60D.OD
$320.08
$1,600.40
$325.33
$1,626.65
$306.00
$1,530.00
$300.00
$1,500.00
17
F&I NEW HYDRANT
EA
16
$4,400.00
$70,400.00
$5,174.61
$82,793.76
$5,259.49
$84,151.84
$4,950.00
$79,200.00
$4,850.00
$77,600.00
18
F&I 6" RW VALVE FOR HYDRANT
EA
16
$2,200.00
$35,200.00
$1,673.78
$29,020.48
$1,843.53
$29,496.48
$1,730.00
$27,680.00
$1,700.00
$27,200.00
19
F&I HYDRANT EXTENSION (0.5 FT)
EA
1
$750.00
$750.00
$800.20
$800.20
$813.33
$813.33
$765.00
$765.00
$750.00
$750.00
20
F&I HYDRANT EXTENSION (1.0 FT)
EA
1
$850.00
$850.00
$906.89
$906.89
$921.77
$921.77
$867.00
$867.00
$850.00
$850.00
21
EXCAVATION - CREW TIME
HR
25
$650.00
$16,250.00
$453.44
$11,336.00
$460.88
$11,522.00
$434.00
$10,850.00
$425.00
$10,625.00
22
F&I6"SLEEVE
EA
19
$450.00
$B,550.00
$533.46
$10,135.74
$542.22
$10,302.18
$510.00
$9,690.00
$500.00
$9,500.00
23
F&18"SLEEVE
EA
1
$900.00
$900.00
$640.16
$640.16
$650.66
$650.66
$612,00
$612.00
$600.00
$600.00
24
F&118"SLEEVE
EA
1
$2,800.00
$2,800.00
$3,200.79
$3,200.79
$3,253.29
$3,253.29
$3,060.00
$3,060.00
$3.000.00
$3,000.00
25
6"X6"X6" TEE
EA
1
$600.00
$600.00
$773.52
$773.52
$786.21
$786.21
$740.00
$740.00
$725.00
$725.00
26
6" BEND
EA
1
$450.00
$450.OD
$570.60
$570.80
$580.16
$580.16
$546.00
$546.00
$535.00
$535.00
27
DEWATERING
EA
15
$2,500.00
$37,500.00
$4,000.99
$60,014.85
$4,066.62
$60,999.30
$3,830.01)
$57,450.00
$3,750.00
$56,250.00
28
CRUSHED ROCK PIPE BEDDING
TON
100
$45.00
$4,500.00
$80.02
$8,002.00
$81.33
$8,133.00
$76.50
$7,650.00
$75.00
$7,500.00
29
2'WM INSULATION
BY
8
$50.00
$400.00
$21.34
$170.72
$21.69
$17352
$20.40
$163.20
$20.00
$160.00
30
INSTALL MONUMENT BOX
EA
5
$150.00
$75D.00
$80.02
$400.10
$81.33
$406.65
$76.50
$382.50
$75.00
$375.00
31
REMOVE CONCRETE CURB (WATERMAIN WORK)
LF
300
$5.25
$1,575.00
$4.80
$1,440.00
$4.88
$1,464.00
$4.60
$1,380.00
$4.50
$1,350.00
32
REPLACE CONCRETE CURB 8618 HAND PLACED (WATERMAIN
LF
50
$20.00
$1,000.00
$27.12
$1,356.00
$26.84
$1,342.00
$37.50
$1,875.00
$20.00
$1,000.00
WORK)
33
REPLACE CONCRETE CURB B618 MACHINE PLACED
LF
150
$13.00
$1,950.00
$17.36
$2,604.00
$17.18
$2,577.00
$19.20
$2,880.00
$17.50
$2,625.00
(WATERMAIN WORK)
34
REPLACE CONCRETE CURB SURMOUNTABLE HAND PLACED
LF
80
$19.00
$1,520.00
$26.04
$2,083.20
$25.77
$2,061.60
$36.50
$2,920.00
$25.00
$2,000.00
(WATERMAIN WORK)
35
REPLACE CONCRETE CURB SURMOUNTABLE MACHINE
LF
20
$12.00
$240.00
$26.04
$520.80
$25.77
$515.40
$24.20
$464.00
$25.00
$500.00
PLACED (WATERMAIN WORK)
36
REMOVE CONCRETE DRIVEWAY APRON(WATERMAIN WORK)
SF
700
$1.75
$1,225.00
$1.60
$1,120.0D
$1.63
$1,141.00
$1.55
$1,085.00
$1.50
$1,050.00
37
REPLACE 6" CONCRETE DRIVEWAY APRON (WATERMAIN
SF
700
$6.00
$4,200.00
$6.24
$4,368.00
$6.17
$4,319.00
$5.80
$4,060.00
$6.50
$4,550.00
WORK)
38
REMOVE BITUMINOUS SURFACE (WATERMAIN WORK)
BY
B00
$5.00
$4,000.00
$5.33
$4,264.00
$5.42
$4,336.00
$5.10
$4,080.00
$5.00
$4,000.00
39
2' BITUMINOUS PATCH (SPWEA240C)(WATERMAIN WORK)
TONS
120
$150.00
$18,000.00
$101.87
$12,224.40
$106.89
$12,826.80
$84.40
$10,128.00
$100.00
$12,000.00
40
TRUCK IN AND INSTALL RECLAIM GRAVEL FOR STREET
CY
200
$12.00
$2,400.00
$10.67
$2,134.00
$10.84
$2,168.00
$10.20
$2,040.00
$10.00
$2,000.00
PATCH (LV) 6" THICK
41
SELECT TOPSOIL BORROW (LV)
CY
250
$40.00
$10,000.00
$38.41
$9,602.50
$43.24
$10,810.00
$37.00
$9,250.00
$40.00
$10,000.00
42
SEED (HYDRO)
BY
1700
$4.00
$6,800.00
$1.65
$2,805.00
$2.15
$3,655.00
$1.55
$2,635.00
$5.00
$8,500.00
TOTAL BID SCHEDULE NO. 1-WATERMAIN
$430,015.00
$351,331.94 I
$370,010.78
$337,187.20 ill
$340,985.00
BID SCHEDULE NO. 2 - SANITARY SEWER
1
ADJUST SANITARY MANHOLE CASTING & PLACE INFI-SHIELD
EA
61
$450.00
$27,450.00
$480.12
$29,287.32
$487.99
$29,767.39
$459.00
$27,999.00
$450.00
$27,450.00
AROUND RINGS
2
NEW SANITARY SEWER MANHOLE LID (R-7733-5044)
EA
67
$200.00
$12,200.OD
$213.39
$73,016.79
$216.89
$13,230.29
$204.00
$12,444.00
$200.DO
$12,200.00
3
27" DIAMETER MANHOLE RINGS
EA
250
$20.00
$5,000.00
$19.20
$4,800.00
$19.52
$4,880.00
$18.40
$4,600.00
$18.00
$4,500.00
TOTAL RID SCHEDULE NO. 2 -SANITARY SEWER
$44,650.00
$47,104.17
$47,877.68
$45,043.00
$44,150.00
174 STREET RECONSTRUCTION (#4876787)
Owner: City of Coon Rapids
Solicitor: City of Coon Rapids
04/24/2017 02:00 PM CDT
Item Item Description
Uo1M
Quantity
En9lneer Estimate
Unit Price E#ensicn
North
Unit Price
Valley, Inc.
Extension
Hardrhes Inc.
Und Price Ewonsion
Park Construction
Company
Un#Price Ektension
Northwest Asphalt
Unit Price Extension
BID
SCHEDULE NO, 3 -STORM DRAIN
1
REMOVE EX CATCH BASIN
EA
10
$800.00
$6,000.00
$506.79
$5,067.90
$515.11
$5,151.10
$485.00
$4,850.00
$475.00
$4,750.00
2
REMOVE EX. CONC. SPILLWAY (391 SF)
EA
1
$2,0D0.00
$2,000.00
$666.83
$666.83
$677.77
$677.77
$638.00
$638.00
$625.00
$625.00
3
REMOVE 12" C.M.P. STORM SEWER
LF
61
$15.00
$915.00
$16.00
$976.00
$16.27
$992.47
$15.30
$933.30
$15.00
$915.00
4
REMOVE 12' R.C.P STORM SEWER
LF
42
$20.00
$840.00
$16.00
$672.00
$16.27
$683.34
$15.30
$642.60
$15.00
$630.00
5
REMOVE 15" R.C.P STORM SEWER
LF
85
$22.00
$1,870.00
$16.00
$1,360.00
$16.27
$1,382.95
$15.30
$1,300.50
$15.00
$1,275.00
6
INSTALL CONC SPILL WAY 6"
SF
48
$7.00
$336.00
$10.85
$520.80
$10.74
$515.62
$10.10
$484.60
$12.00
$576.00
7
CONCRETE CURB HAND PLACED (B612)
LF
16
$20.00
$320.00
$27.12
$433.92
$26.84
$429.44
$25.30
$404.80
$20.00
$320.00
8
15" F.E.S. WITH TRASH GUARD
EA
1
$800.00
$800.00
$1,093.60
$1,093.60
$1,111.54
$1,111.54
$1,050.00
$1,050.00
$1,025.00
$1,025.00
9
18"F.E.S. WITH TRASH GUARD
EA
3
$1,000.00
$3,000.00
$1,280.31
$3,840.93
$1,301.32
$3,903.96
$1,220.00
$3,660.00
$1,200.00
$3,600.00
10
GEOTEXTILE FILTER
SY
80
$9.00
$720.00
$4.27
$341.60
$4.34
$347.20
$4.10
$328.00
$4.00
$320.00
11
RANDOM RIP RAP CL It
CY
13.5
$130.00
$1,755.00
$117.36
$1,584.36
$119.29
$1,610.42
$112.00
$1,512.00
$110.00
$1,485.00
12
CONNECT TO EX SDMH OR CB
EA
11
$500.00
$5,500.00
$586.81
$6,454.91
$595.44
$6,560.84
$561.00
$6,171.00
$550.00
$6,050.00
13
12" R.C.P. (CLASS 5)
LF
42
$60.00
$2,520.00
$53.35
$2,240.70
$54.22
$2,277.24
$51.00
$2,142.00
$50.00
$2,100.00
14
15" R.C.P. (CLASS S)
LF
81
$70.00
$5,670.00
$53.35
$4,321.35
$54.22
$4,391.82
$51.00
$4,131.00
$50.00
$4,050.00
15
18" R.C.P. (CLASS 5)
LF
147
$80.00
$11,760.00
$64.02
$9,410.94
$65.07
$9,565.29
$61.20
$6,996.40
$60.00
$8,820.00
16
NEW INLET CASTING (R-3067-27 WITH ESS BROTHERS 3067
EA
5
$600.00
$4,000.00
$933.56
$4,667.80
$948.88
$4,744.40
$893.00
$4,465.00
$875.00
$4,375.00
ADAPTER PLATE)
17
NEW INLET CASTING(R-3067-27)EA
5
$600.00
$3,000.00
$860.22
$4,401.10
$894.66
$4,473.30
$842.00
$4,210.00
$825.00
$4,125.00
18
NEW INLET CASTING (R-3067,27 LOW PROFILE FRAME WITH
EA
4
$750.00
$3,000.00
$1,040.26
$4,161.04
$1.057.32
$4,229.28
$995.00
$3,980.00
$975.00
$3,900.00
ESS BROTHERS 3067 ADAPTER PLATE)
19
NEW INLET CASTING (R-3067-27 LOW PROFILE FRAME)
EA
7
$600.00
$4,200.00
$773.52
$5,414.64
$786.21
$5,503.47
$740.00
$5,180.00
$725.00
$5,075.00
20
NEW INLET CASTING (R-3601-1-2)
EA
1
$600.00
$600.00
$860.22
$680.22
$894.66
$894.66
$842.00
$842.00
$825.00
$825.00
21
ADJUST NEW/ EXISTING INLET CASTING & PLACE FABRIC
EA
32
$400.00
$12,800.00
$37.34
$1,194.88
$25.69
$822.08
$11.90
$380.80
$100.00
$3,200.00
AROUND RINGS
22
2'CONCRETE ADJUSTING RINGS (27")
EA
20
$20.00
$400.00
$19.21
$384.20
$19.52
$390.40
$18.40
$368.00
$18.00
$360.00
23
2" CONCRETE ADJUSTING RINGS (2'X3')
EA
130
$22.00
$2,860.00
$26.67
$3,467.10
$27.11
$3,524.30
$25.50
$3,315.00
$25.00
$3,250.00
24
REMOVE 60" TOP SLAB / F & I NEW 60" TOP SLAB WITH 2'X3'
EA
2
$1,700.00
$3,400.00
$1,600.40
$3,200.80
$1,626.65
$3,253.30
$1,530.00
$3,060.00
$1,500.00
$3,000.00
OPENING (2)
25
RECONSTRUCT DRAINAGE STRUCTURE 27DIA CATCH BASIN
LF
2.9
$400.00
$1,160.00
$373.42
$1,082.92
$379.55
$1,100.70
$357.00
$1,035.30
$350.00
$1,015.00
(PRECAST) (1)
26
RECONSTRUCT DRAINAGE STRUCTURE (2X3 PRECAST) (7)
LF
11
$500.00
$5,500.00
$533.46
$5,868.06
$542.22
$5,964.42
$510.00
$5,610.00
$500.00
$5,500.00
27
RECONSTRUCT DRAINAGE STRUCTURE (48" DIA CATCH
LF
17.3
$500.00
$8,650.00
$400.10
$6,921.73
$406.66
$7,035.22
$383.00
$6,625.90
$375.00
$6,487.50
BASIN)(5)
28
RECONSTRUCT DRAINAGE STRUCTURE (60" DIA CATCH
LF
4.06
$600.00
$2,436.00
$506.79
$2,057.57
$515.11
$2,091.35
$485.00
$1,969.10
$475.00
$1,928.50
BASIN)(1)
29
CATCH BASIN PATCHING REPAIRS
EA
18
$150.00
$2,700.00
$213.39
$3,841.02
$216.89
$3,904.02
$204.00
$3,672.00
$200.00
$3,600.00
30
STORM DRAIN INLET PROTECTION DEVICE
EA
47
$175.00
$8,225.00
$133.37
$6,268.39
$80.52
$3,784.44
$93.80
$4,408.60
$100.00
$4,700.00
31
TRAFFIC CONTROL FOR MANHOLE REMOVALS/REBUILDS
LS
1
$3,000.00
$3,000.00
$533.46
$533.46
$536.79
$536.79
$505.00
$505.00
$500.00
$500.00
32
SELECT TOPSOIL BORROW (LV)
CY
75
$40.00
$3,000.00
$38.41
$2,880.75
$47.38
$3,553.50
$37.00
$2,775.00
$40.00
$3,000.00
33
SEED (HYDRO)
BY
500
$4.00
$2,000.00
$2.67
$1,335.00
$2.15
$1,075.00
$2.55
$1,275.00
$5.00
$2,500.00
TOTAL BID SCHEDULE NO. 3 -STORM DRAIN
$116,937.00
$97,546.52
$96,481.51
$90,921.10
$93,882.00
BID
SCHEDULE NO. 4 - STREET RECONSTRUCTION
1
MOBILIZATION
LS
1
$125,000.00
$125,000.00
$42,143.71
$42,143.71
$63,000.00
$63,000.00
$72,000.00
$72,000.0D
$112,584.00
$112,584.00
2
TRAFFIC CONTROL
LS
1
$15,000.00
$15,000.00
$12,056.31
$12,056.31
$11,300.00
$11,300.00
$11,400.00
$11,400.00
$10,300.00
$10,300.00
3
GRIND ROOTS (BY LOCATION)
EA
20
$20.00
$400.00
$135.79
$2,715.80
$92.18
$1,843.60
$86.70
$1,734.00
$100.00
$2,000.00
4
SAW CONCRETE CURB
EA
650
$10.00
$6,500.00
$11.74
$7,631.OD
$11.93
$7.754.50
$7.60
$4,940.00
$11.00
$7,150.00
5
SAW CONCRETE DRIVEWAY APRON TRISECTION, & VALLEY
LF
850
$4.50
$3,825.00
$4.27
$3,629.50
$4.34
$3,689.00
$4.05
$3,442.50
$4.00
$3,400.00
GUTTER
6
SAW CONCRETE SIDEWALK
LF
20
$4.00
$80.00
$427
$85.40
$4.34
$86,30
$4.05
$81.00
$4.00
$80.00
7
SAW BITUMINOUS SURFACING
LF
2200
$2.25
$4,950.00
$1.60
$3,520.00
$1.63
$3.586.00
$1.65
$3,630.00
$1.50
$3,300.00
8
REMOVE BITUMINOUS SURFACING
BY
1800
$5.00
$9,000.00
$4.80
$8,640.00
$4.88
$8,764.00
$5.05
$9,090.00
$4.50
$8,100.00
9
REMOVE CONIC CURB
LF
10500
$5.25
$55,125.00
$4.27
$44,835.00
$4.88
$51,240.00
$4.30
$45,150.00
$4.50
$47,250.00
10
REMOVE CONC DRIVEWAY APRON
SF
6000
$1.75
$10,500.00
$1.60
$9,600.00
$1.63
$9,780.00
$1.15
$6,900.00
$1.50
$9,000.00
11
REMOVE CONCRETE WALK
SF
350
$1.50
$525.00
$1.60
$560.00
$1.63
$570.50
$1.35
$472.50
$1.50
$525.00
12
REMOVE CONCRETE TRI -SECTION
EA
16
$400.00
$6,400.00
$240.06
$3,840.96
$244.00
$3,904.00
$257.00
$4,112.00
$225.00
$3,600.00
13
REMOVE CONCRETE TVALLEY GUTTER
LF
277
$5.50
$1,523.50
$4.60
$1,329.60
$4.68
$1,351.76
$6.75
$1,869.75
$4.50
$1,246.50
174 STREET RECONSTRUCTION (#4876787)
Owner: City of Coon Rapids
Solicitor: City of Coon Rapids
04/24/2017 02:00 PM CDT
Item
gem Description
UOfiM
Quantity
Engineer Estimate
Ung Price Extension
North
Unit Price
Valley, Inc.
Extension
Hardriyes Inc.
Und Price Extension
Park Construction
Company
Unit Price Extension
Northwest Asphalt
Unit Price Extension
14
CONCRETE CURB HAND PLACED (8618)
LF
1500
$20.00
$30,OD0.00
$19.53
$29,295.00
$19.32
$28,980.00
$24.30
$36,450.00
$1850
$27,750.00
15
CONCRETE CURB MACHINE PLACED (8618)
LF
6700
$13.00
$87,100.00
$12.48
$83,616.00
$13.38
$89,646.00
$13.10
$87,770.00
$12.00
$80,400.00
16
CONCRETE CURB HAND PLACED (SURMOUNTABLE)
LF
2500
$19.00
$47,500.00
$18.44
$46,100.00
$18.25
$45,625.00
$21.30
$53,250.00
$17.50
$43,750.00
17
CONCRETE CURB MACHINE PLACED (SURMOUNTABLE)
LF
6300
$12.00
$75,600.00
$12.48
$78,624.00
$13.38
$84,294.00
$13.10
$82,530.00
$10.50
$66,150.00
18
4"X S'CONCRETE WALK
SF
250
$5.25
$1,312.50
$5.26
$1,315.00
$5.21
$1,302.50
$4.90
$1,225.00
$7.50
$1,875.00
19
6' CONCRETE WALK
SF
100
$6.00
$600.00
$5.70
$570.00
$5.64
$564.00
$5.30
$530.00
$12.00
$1,200.00
20
TRUNCATED DOMES
SF
30
$33.00
$990.OD
$32.55
$976.50
$32.21
$966.30
$30.30
$909.00
$50.00
$1,500.00
21
6"CONCRETE DRIVEWAY APRON
SF
6500
$6.00
$39,000.00
$5.21
$33,865.00
$5.15
$33,475.00
$5.00
$32,500.00
$5.20
$33,800.00
22
F&I 7" CONCRETE T WIDE GUTTER
LF
385
$22.00
$8,470.00
$21.70
$8,354.50
$21.47
$8,265.95
$26.30
$10,125.50
$21.00
$8,085.00
23
F&18' CONCRETE 6' WIDE VALLEY GUTTER
LF
25
$44.00
$1,100.00
$41.23
$1,030.75
$40.80
$1,020.00
$38.40
$96D.00
$26.50
$662.50
24
CONCRETE TRISECTION (10' R)
EA
1
$300.00
$300.00
$450.25
$450.25
$445.54
$445.54
$442.00
$442.00
$750.00
$750.00
25
CONCRETE TRI -SECTION (15'R)
EA
16
$600.00
$9,600.00
$471.96
$7,551.36
$467.01
$7,472.16
$472.00
$7,552.00
$850.00
$13,600.00
26
CONCRETE TRI -SECTION (20' R)
EA
8
$900.00
$7,200.OD
$499.08
$3,992.64
$493.85
$3,950.80
$522.00
$4,176.00
$1,200.00
$9,600.00
27
CONCRETE TRI -SECTION (30' R)
EA
0.33
$1,300.00
$429.00
$542.48
$179.02
$536.82
$17].15
$638.00
$210.54
$1,500.00
$495.00
28
CONCRETE TRISECTION(40' R)
EA
0.66
$2,600.00
$1,716.00
$569.61
$375.94
$563.64
$372.00
$761.00
$502.26
$1.750.00
$1,155.00
29
RECLAIM BIT SURFACE
BY
49431
$0.90
$44,487.90
$0.89
$43,993.59
$0.99
$48,936.69
$0.54
$26,692.74
$0.77
$38,061.87
30
TRUCK OUT RECLAIMED MATL (LV) TO PUBLIC WORKS NOT
LS
1
$36,000.00
$36,000.00
$39,560.10
$39,560.10
$38,923.22
$38,923.22
$38,500.0D
$38,500.00
$25,000.00
$25,000.00
INCLUDING 93RD AVE I LN (APPROX. 3600 CY)
31
NON WOVEN GEOTEXTILE FABRIC TYPE 5 (93RD AVE. 193RD
BY
830D
$2.00
$16,600.00
$1.57
$13,031.00
$0.81
$6,723.00
$1.55
$12,865.00
$1.25
$10,375.00
LN.)
32
COMMON EX 93RD AVE/ 93RD LANE APPROX. 2600 CY (LV)
LS
1
$39,000.00
$39,000.00
$30,531.23
$3D,531.23
$23,055.90
$23,055.90
$22,300.00
$22,300.00
$30,000.00
$30,000.00
33
COMMON EX (555127TH LN DRIVEWAY WORK)
CY
200
$12.00
$2,400.00
$20.91
$4,182.00
$18.51
$3,702.00
$23.50
$4,700.00
$20.00
$4,000.00
34
TRUCK IN & INSTALL RECLAIM FROM PUBLIC WORKS 6" THICK
LS
1
$20,000.00
$20,000.00
$18,008.31
$18,008.31
$11,236.48
$11,236.48
$15,700.00
$15,700.00
$15,000.00
$15,000.00
FOR 93RD AVE.I LANE APPROX. 1900 CY (LV)
35
SELECT GRANULAR BORROW
CY
100
$22.00
$2,200.OD
$26.67
$2,667.00
$1.00
$100.00
$37,20
$3,720.00
$20.00
$2,000.00
36
AGGREGATE BASE RECLAIM
CY
100
$10.00
$1,000.00
$17.62
$1,762.00
$22.67
$2,267.00
$5.45
$545.00
$15.00
$1,500.00
37
APPLICATION OF WATER
MGAL
250
$35.00
$6,750.00
$29.87
$7,467.50
$17.18
$4,295.00
$23.60
$5,900.00
$25.00
$6,250.00
38
FINE GRADE (NORMAL ST SECTION)
RDST
146
$180.00
$26,280.OD
$196.22
$28,648.12
$112.95
$16,490.70
$154.00
$22,484.00
$200.00
$29,200.00
39
FINE GRADE (CUL-DE-SAC CIRCLE)
EA
8
$400.00
$3,200.00
$355.10
$2,840.60
$549.16
$4,393.28
$415.00
$3,320.00
$250.00
$2,000.00
40
ADJUST VALVE BOX
EA
29
$200.00
$5,800.00
$320.08
$9,282.32
$325.33
$9,434.57
$306.00
$8,874.00
$250.00
$7,250.00
41
VALVE BOX SECTIONS
EA
15
$225.00
$3,375.00
$160.04
$2,400.60
$162.66
$2,439.90
$153.00
$2,295.00
$75.OD
$1,125.00
42
BITUMINOUS TACK COAT FOR CURB
GAL
500
$3.50
$1,750.00
$2.83
$1,415.00
$2.19
$1,095.00
$2.55
$1,275.00
$3.00
$1,500.00
43
BITUMINOUS TACK COAT FOR STREET
GAL
250
$3.50
$875.00
$2.83
$707.50
$2.19
$547.50
$2.10
$525.00
$3.00
$750.00
44
BITUMINOUS SURFACING(SPNWA230C)
TON
600
$62.00
$37,200.00
$63.14
$37,884.00
$61.88
$37,128.00
$62.30
$37,380.00
$61.25
$36,750.00
45
BITUMINOUS SURFACING (SPWEA240C)
TON
6300
$65.00
$409,500.00
$58.35
$367,605.00
$60.16
$379,008.00
$62.70
$395,010.00
$60.00
$378,000.00
46
BITUMINOUS PATCH (SPWEA240C)
TON
300
$150.00
$45,000.00
$91.01
$27,303.00
$106.89
$32,067.00
$110.00
$33,000.00
$110.00
$33,000.00
47
TEMP MAILBOX
EA
120
$40.00
$4,800.00
$42.68
$5,121.60
$42.94
$5,152.80
$40.40
$4,848.00
$40.00
$4,600.00
48
RELOCATE & REINSTALL MAILBOX
EA
120
$75.00
$9,000.00
$50.15
$6,018.00
$50.46
$6,055.20
$47.50
$5,700.00
$47.00
$5,640.00
49
LAWN SPRINKLER REPAIR
EA
150
$300.00
$45,000.00
$160.04
$24,006.00
$1.00
$150.00
$293.00
$43,950.00
$1.00
$150.00
50
SELECT TOPSOIL BORROW( LV)
CY
1150
$40.00
$46,000.00
$36.28
$41,722.00
$34.52
$39,698.00
$30.30
$34,845.00
$40.00
$46,000.00
51
SEED (HYDRO)
BY
10000
$4.00
$40,000.00
$1.33
$13,300.00
$2.15
$21,500.00
$1.25
$12,500.00
$5.00
$50,000.00
52
JOINT SAW & SEAL BIT SURFACE
LF
13000
$3.25
$42,250.00
$2.46
$31,980.00
$2.48
$32,240.00
$2.35
$30,550.OD
$2.31
$30,030.00
53
4" DOUBLE SOLID LINE YELLOW (PAINT)
LF
950
$0.75
$712.50
$0.53
$503.50
$0.54
$513.00
$0.61
$579.50
$0.60
$570.00
54
4" SOLID LINE YELLOW (PAINT)
LF
250
$0.35
$87.50
$0.43
$107.50
$0.43
$107.50
$0.30
$75.00
$0.30
$75.D0
55
4" SOLID LINE WHITE (PAINT)
LF
1300
$0.35
$455.00
$0.43
$559.00
$0.43
$559.00
$0.30
$390.00
$0.30
$390.00
56
4" BROKEN LINE WHITE (PAINT)
LF
18D
$0.65
$117.00
$0.43
$77.40
$0.43
$77.40
$0.30
$54.00
$0.30
$54.00
57
24'SOLID LINE - YELLOW(PAINT)
LF
225
$7.00
$1,575.00
$2.67
$600.75
$2.68
$603.00
$3.35
$753.75
$3.30
$742.50
58
24" STOP LINE (WHITE) (PAINT)
LF
21
$7.00
$147.00
$5.33
$111.93
$5.37
$112.77
$3.35
$70.35
$3.30
$69.30
59
PAVEMENT MSSG - (RT ARROW)(PAINT)
EA
2
$125.00
$250.00
$53.35
$106.70
$53.68
$107.36
$74.70
$149.40
$74.00
$148.00
TOTAL BID SCHEDULE NO. 4- STREET RECONSTRUCTION
$1,443,557.90 1
$1,200,386.69 1
$1,202,165.83 I
$1,253,504.79 1$1,259,738.6]
BID SCHEDULE NO. S - TRAFFIC SIGNS
1
R1-1 (30") STOP
EA
5
$250.00
$1,250.00
$213.39
$1,066.95
$214.72
$1,073.60
$202.00
$1,010.00
$200.00
$1,000.00
2
RIA (36") STOP (2 POSTS)
EA
1
$35D.00
$350.00
$320.08
$320.08
$322.08
$322.08
$303.00
$303.00
$300.00
$300.00
3
R14 ALL WAY (18-X6-)
EA
1
$100.00
$100.00
$53.34
$53.34
$53.68
$53.68
$50.50
$50.50
$50.00
$50.00
4
R8-3 NO PARKING (24"X24")
EA
5
$125.00
$625.00
$144.04
$720.20
$144.94
$724.70
$202.00
$1,010.00
$135.00
$675.00
5
W1 -1R TURN RIGHT (30"X30")
EA
2
$250.00
$500.00
$213.39
$426.78
$214.72
$429.44
$202.00
$404.00
$200.00
$400.00
6
WI -1 L TURN LEFT (30-X30")
EA
2
$250.00
$500.00
$213.39
$426.78
$214.72
$429.44
$202.00
$404.00
$200.00
$400.00
17-4 STREET RECONSTRUCTION (#4876787)
Owner: City of Coon Rapids
Solicitor: City of Coon Rapids
04/24/2017 D2:OD PM CDT
Item
Item Description
Uo(M
Quantity
Engineer Estimate
Unit Price Extension
North
Unit Price
Valley, Inc.
Extension
Hardrives Inc.
Unit Price Extension
Park Construction
Company
Unit Price Extension
Northwest Asphalt
Unit Price Extension
7
W1 -2L TURN LEFT(30"X30")
EA
1
$250.00
$250.00
$213.36
$213.38
$214.72
$214.72
$202.00
$202.00
$200.00
$200.00
8
W1 -2R TURN RIGHT (30"X30-)
EA
1
$250.00
$250.00
$213.38
$213.38
$214.72
$214.72
$202.00
$202.00
$200.00
$200.00
9
W3 -1A STOP AHEAD(30'X30")
EA
2
$250.00
$500.00
$213.39
$426.78
$214.72
$429.44
$202.00
$404.00
$200.00
$400.00
10
W9 -2R LANE ENDS MERGE RIGHT (30'X30")
EA
1
$250.00
$250.00
$213.38
$213.38
$214.72
$214.72
$202.00
$202.00
$200.00
$200.00
11
W14-2 NO OUTLET SIGN (30"X30")
EA
1
$250.00
$250.00
$213.38
$213.38
$214.72
$214.72
$202.00
$202.00
$200.00
$200.00
12
REMOVE & DISPOSE DEAD END SIGN
EA
6
$100.00
$600.00
$21.34
$128.04
$21.47
$128.82
$20.20
$121.20
$20.00
$120.00
13
SALVAGE & REINSTALL SIGN & OR POST
EA
5
$100.00
$500.00
$106.69
$533.45
$107.36
$536.80
$101.00
$505.00
$100.00
$500.00
14
NO OUTLET BLADE (7)
EA
14
$80.00
$1,120.00
$53.35
$746.90
$53.68
$751.52
$50.50
$707.00
$50.00
$700.00
15
STREET NAME SIGN ASSY W/BREAKOFF
EA
28
$200 OD
$5.600.00
$122.70
$3,435.60
$123.46
$3,456.88
$116.00
$3,248.00
$115.00
$3,220.00
16
STREET NAME BLADE (9" HIGH)
EA
114
$80.00
$9,120.00
$53.35
$6,081.90
$53.68
$6,119.52
$50.50
$5,757.00
$50.00
$5,700.00
TOTAL BID SCHEDULE NO, 5 -TRAFFIC SIGNS
$21,765.00
$15,220.32
$15,314.80
$14,731.70
$14,265.00
Base
Bid Total:
$2,056,924.90
$1,711,589.58
$1,731,850.61
$1,741,367.79
1
$1,753,020.67
D OV
,l �IE
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Council Members
CC: Jim Dickinson, City Administrato
David Berkowitz, Director of Pub ' s/City Engineer
FROM: Jason Law, Assistant City Engineer
9
SUBJECT: Order Improvement/Order Plans & Specs/17-16, Andover Blvd Trail (Bluebird
St. to Vale St.) & 16-18, Hanson Blvd Trail Reconstruction- Engineering
DATE: May 2, 2017
The City Council is requested to approve the resolution ordering the improvement and directing
preparation of plans and specifications for Projects 17-16, Andover Boulevard Trail (Bluebird Street
to Vale Street) & 16-18, Hanson Boulevard Trail Reconstruction.
DISCUSSION
Identified in the Capital Improvement Plan (CIP) is construction of a trail segment along the south
side of Andover Boulevard from Bluebird Street to Vale Street (see attached location map). This
trail will connect to an existing trail segment along Andover Boulevard west of Bluebird Street. This
segment was identified in the CIP for construction in 2018, but it has been moved up to 2017 ahead
of the Crosstown Boulevard Trail (Bunker Lake Boulevard to 140th Avenue) due to right of way
issues along Crosstown Boulevard that are being researched and worked through. It is anticipated
that the Crosstown Boulevard trail will be constructed in 2018.
Also identified in the CIP is an annual Pedestrian Trail Reconstruction project. The segments for
reconstruction are identified through inspections and Engineering / Parks Department
recommendations based upon distresses, safety factors, and current condition. Identified for
reconstruction in 2017 are trails along the east and west sides of Hanson Boulevard from 155'h Lane
to the northerly entrance of Oak View Middle School (see attached location map). A trail
reconstruction was not completed in 2016, so this project includes carryover funding from 2016 as
well as funding identified for 2017.
BUDGETIMPACT
Funding for Project 17-16, Andover Boulevard Trail, is proposed to come from the Trails Fund.
Funding for Project 16-18, Hanson Boulevard Trail Reconstruction, is proposed to come from Road
and Bridge Funds.
ACTION REQUIRED
The City Council is requested to approve the resolution ordering improvements and directing
preparation of plans and specifications for Projects 17-16, Andover Boulevard Trail (Bluebird Street
to Vale Street) & 16-18, Hanson Boulevard Trail Reconstruction.
Respect I,l`ysubm�itted,
V--
ason J. aw, P.E.
Attachments: Resolution, Project Location Maps/
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember
to adopt the following:
A RESOLUTION ORDERING IMPROVEMENT AND DIRECTING PREPARATION OF
PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT NOS. 17-16.
WHEREAS, the City Council is cognizant of the need for the improvements; and
NOW, THEREFORE BE IT RESOLVED by the City Council to order the
improvement of Projects, 17-16, Andover Boulevard Trail (Bluebird Street to Vale Street)
& 16-18. Hanson Boulevard Trail Reconstruction; and
BE IT FURTHER RESOLVED by the City Council to hereby direct the Director of
Public Works/City Engineer to prepare the plans and specifications for such
improvement projects.
MOTION seconded by Councilmember.
and adopted by the
City Council at a regular meeting this 2nd day of May , 2017, with
Councilmembers
in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Julie Trude - Mayor
Michelle Hartner — Deputy City Clerk
voting
AI�LT)OV E R
e
Hanson Blvd Trail
Date Created: June 17, 2016
Disclaimer: The provider makes no representation or warranties with respect to the reuse of this data.
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City Limits
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1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.CI.ANDOVER.MN.US
TO:
CC:
FROM:
SUBJECT:
DATE:
Mayor and Councilmembers
James Dickinson, City Administrat
Dana Makinen, Human Resources
Approve Appointment— Streets Maintenance Worker
May 2, 2017
(D
During the budget process an additional staff member in the Public Works Streets Department was
identified as needed. The Human Resources Department has completed the interview, background check
and selection process to fill this position.
The initial interview team consisted of the Director of Public Works/Engineering, the Human Resources
Manager, and the Streets Supervisor. There were 24 applications submitted and 7 applicants were
interviewed. The finalists then met one on one with the City Administrator
The interview team recommends hiring Dustin Schmitz. Mr. Schmitz has worked over 6 years with a
landscape company originally plowing snow, part-time, and then has been working full-time since April
2013, doing landscaping work in the summer and plowing in the winter.
BUDGETIMPACT
Mr. Schmitz has been offered $45,167.27 annually, which is the 2017 Entry Level Step, and then would
be eligible for any general increases and annual Step Increases after successful completion of his 6 -month
probationary period.
ACTION REQUESTED
The Council is requested to appoint Dustin Schmitz as the new Street Maintenance Worker.
Respectfully submitted,
Dana Makinen
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Council Members
CC: Jim Dickinson, City Administrator
FROM: David D. Berkowitz, Director of Pub rc KWorks / City Engineer
SUBJECT: Approve Master Partnership Contract with the Minnesota Department of
Transportation - Engineering
DATE: May 2, 2017
INTRODUCTION
The City Council is requested to approve the proposed Master Partnership Contract with the
Minnesota Department of Transportation (MnDOT).
DISCUSSION
The attached contract allows MnDOT to do work for the City or the City to do work for MnDOT
if needed. The current contract expires at the end of 2017. The new agreement will be through
2022.
ACTION REQUIRED
The City Council is requested to approve the proposed Master Partnership Contract with
MnDOT and approve the attached resolution authorizing staff to execute such contract.
�Respectfully submitted,
David D. Berkowitz, P.E.
Attachments: Resolution, ontract/
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
Whereas, The Minnesota Department of Transportation wishes to cooperate closely
with local units of government to coordinate the delivery of transportation services and
maximize the efficient delivery of such services at all levels of government; and
Whereas, MnDOT and local governments are authorized by Minnesota Statutes
sections 471.59, 174.02, and 161.20, to undertake collaborative efforts for the design,
construction, maintenance and operation of state and local roads; and
Whereas: the parties wish to able to respond quickly and efficiently to such
opportunities for collaboration, and have determined that having the ability to write
"work orders" against a master contract would provide the greatest speed and flexibility
in responding to identified needs.
Therefore, be it resolved:
1. That the City of Andover enter into a Master Partnership Contract with the
Minnesota Department of Transportation, a copy of which was before the
Council.
2. That the proper City officers are authorized to execute such contract and any
amendments thereto.
3. That the Director of Public Works/City Engineer is authorized to negotiate work
order contracts pursuant to the Master Contract, which work order contracts
may provide for payment to or from MnDOT, and that the Director of Public
Works/City Engineer may execute such work order contracts on behalf of the
City of Andover without further approval by this Council.
Adopted by the City Council of the City of Andover this 2nd day of May 2017.
CITY OF ANDOVER
ATTEST:
Julie Trude - Mayor
Michelle Hartner — Deputy City Clerk
DEPARTMENT OF
TRANSPORTATION MnDOT Contract Number:
STATE OF MINNESOTA
AND
CITY OF ANDOVER
MASTER PARTNERSHIP CONTRACT
1028113
This master contract is between the State of Minnesota, acting through its Commissioner of Transportation in this contract
referred to as the "State" and the City of Andover, acting through its City Council, in this contract referred to as the
"Local Government."
Recitals
1. The parties are authorized to enter into this contract pursuant to Minnesota Statutes, §§ 15.061, 471.59 and 174.02.
2. Minn. Stat. § 161.20, subd. 2, authorizes the Commissioner of Transportation to make arrangements with and
cooperate with any governmental authority for the purposes of constructing, maintaining and improving the trunk
highway system.
3. Each party to this contract is a "road authority" as defined by Minn. Stat. § 160.02, subd. 25.
4. Minn. Stat. § 161.39, subd. 1, authorizes a road authority to perform work for another road authority. Such work
may include providing technical and engineering advice, assistance and supervision, surveying, preparing plans
for the construction or reconstruction of roadways, and performing roadway maintenance.
5. Minn. Stat. § 174.02, subd. 6, authorizes the Commissioner of Transportation to enter into contracts with other
governmental entities for research and experimentation; for sharing facilities, equipment, staff, data, or other
means of providing transportation -related services; or for other cooperative programs that promote efficiencies in
providing governmental services, or that further development of innovation in transportation for the benefit of the
citizens of Minnesota.
6. Each party wishes to occasionally purchase services from the other party, which the parties agree will enhance the
efficiency of delivering governmental services at all levels. This Master Partnership Contract (MPC) provides a
framework for the efficient handling of such requests. This MPC contains terms generally governing the
relationship between the parties. When specific services are requested, the parties will (unless otherwise specified)
enter into a "Work Order" contracts.
7. After the execution of this MPC, the parties may (but are not required to) enter into "Work Order" contracts.
These Work Orders will specify the work to be done, timelines for completion, and compensation to be paid for
the specific work.
8. The parties are entering into this MPC to establish terms that will govern all of the Work Orders subsequently
issued under the authority of this Contract.
Master Partnership Contract
1. Term of Master Partnership Contract; Use of Work Order Contracts; Survival of Terms
1.1. Effective Date: This contract will be effective on the date last signed by the Local Government, and all
State officials as required under Minn. Stat. § 16C.05, subd. 2.
1.2. A party must not accept work under this Contract until it is fully executed.
1.3. Expiration Date. This Contract will expire on June 30, 2022.
Page 1 of 13
CM Master Partnership Contract (CM Rev. 04/10/2017)
MnDOT Contract Number: 1028113
1.4. Work Order Contracts. A work order contract must be negotiated and executed (by both the State and the
Local Government) for each particular engagement, except for Technical Services provided by the State
to the Local Government as specified in Article 2. The work order contract must specify the detailed
scope of work and deliverables for that project. A party must not begin work under a work order until the
work order is fully executed. The terms of this MPC will apply to all work orders contracts issued, unless
specifically varied in the work order. The Local Government understands that this MPC is not a guarantee
of any payments or work order assignments, and that payments will only be issued for work actually
performed under fully -executed work orders.
1.5. Survival of Terms. The following clauses survive the expiration or cancellation of this master contract
and all work order contracts: 12. Liability; 13. State Audits; 14. Government Data Practices and
Intellectual Property; 17. Publicity; 18. Governing Law, Jurisdiction, and Venue; and 22. Data Disclosure.
All terms of this MPC will survive with respect to any work order contract issued prior to the expiration
date of the MPC.
1.6. Sample Work Order. A sample work order contract is available upon request from the State.
1.7. Definition of "Providing Party" and "Requesting Parry". For the purpose of assigning certain duties and
obligations in the MPC to work order contracts, the following definitions will apply throughout the MPC.
"Requesting Party" is defined as the party requesting the other party to perform work under a work order
contract. "Providing Party" is defined as the party performing the scope of work under a work order
contract.
2. Technical Services
2.1. Technical Services include repetitive low-cost services routinely performed by the State for the Local
Government. These services may be performed by the State for the Local Government without the
execution of a work order, as these services are provided in accordance with standardized practices and
processes and do not require a detailed scope of work. Exhibit A — Table of Technical Services is
attached.
2.1.1. Every other service not falling under the services listed in Exhibit A will require a work order
contract.
2.2. The Local Government may request the State to perform Technical Services in an informal manner, such
as by the use of email, a purchase order, or by delivering materials to a State lab and requesting testing. A
request may be made via telephone, but will not be considered accepted unless acknowledged in writing
by the State.
2.3. The State will promptly inform the Local Government if the State will be unable to perform the requested
Technical Services. Otherwise, the State will perform the Technical Services in accordance with the
State's normal processes and practices, including scheduling practices taking into account the availability
of State staff and equipment.
2.4. Payment Basis. Unless otherwise agreed to by the parties prior to performance of the services, the State
will charge the Local Government the State's then -current rate for performing the Technical Services.
The then -current rate may include the State's normal and customary additives. The State will invoice the
Local Government upon completion of the services, or at regular intervals not more than once monthly as
agreed upon by the parties. The invoice will provide a summary of the Technical Services provided by the
State during the invoice period.
3. Services Requiring A Work Order Contract
3.1. Work Order Contracts. A party may request the other party to perform any of the following services
under individual work order contracts.
Page 2 of 13
CM Master Partnership Contract (CM Rev. 04/10/2017)
MnDOT Contract Number: 1028113
3.2. Professional and Technical Services. A party may provide professional and technical services upon the
request of the other party. As defined by Minn. Stat. § 16C.08, subd. 1, professional/technical services
"means services that are intellectual in character, including consultation, analysis, evaluation, prediction,
planning, programming, or recommendation; and result in the production of a report or completion of a
task." Professional and technical services do not include providing supplies or materials except as
incidental to performing such services. Professional and technical services include (by way of example
and without limitation) engineering services, surveying, foundation recommendations and reports,
environmental documentation, right-of-way assistance (such as performing appraisals or providing
relocation assistance, but excluding the exercise of the power of eminent domain), geometric layouts,
final construction plans, graphic presentations, public relations, and facilitating open houses. A party will
normally provide such services with its own personnel; however, a party's professional/technical services
may also include hiring and managing outside consultants to perform work provided that a party itself
provides active project management for the use of such outside consultants.
3.3. Roadway Maintenance. A party may provide roadway maintenance upon the request of the other party.
Roadway maintenance does not include roadway reconstruction. This work may include but is not limited
to snow removal, ditch spraying, roadside mowing, bituminous mill and overlay (only small projects),
seal coat, bridge hits, major retaining wall failures, major drainage failures, and message painting. All
services must be performed by an employee with sufficient skills, training, expertise or certification to
perform such work, and work must be supervised by a qualified employee of the party performing the
work.
3.4. Construction Administration. A party may administer roadway construction projects upon the request of
the other party. Roadway construction includes (by way of example and without limitation) the
construction, reconstruction, or rehabilitation of mainline, shoulder, median, pedestrian or bicycle
pathway, lighting and signal systems, pavement mill and overlays, seal coating, guardrail installation, and
channelization. These services may be performed by the Providing Party's own forces, or the Providing
Party may administer outside contracts for such work. Construction administration may include letting
and awarding construction contracts for such work (including state projects to be completed in
conjunction with local projects). All contract administration services must be performed by an employee
with sufficient skills, training, expertise or certification to perform such work.
3.5. Emergency Services. A party may provide aid upon request of the other party in the event of a man-made
disaster, natural disaster or other act of God. Emergency services includes all those services as the parties
mutually agree are necessary to plan for, prepare for, deal with, and recover from emergency situations.
These services include, without limitation, planning, engineering, construction, maintenance, and removal
and disposal services related to things such as road closures, traffic control, debris removal, flood
protection and mitigation, sign repair, sandbag activities and general cleanup. Work will be performed by
an employee with sufficient skills, training, expertise or certification to perform such work, and work
must be supervised by a qualified employee of the party performing the work. If it is not feasible to have
an executed work order prior to performance of the work, the parties will promptly confer to determine
whether work may be commenced without a fully -executed work order in place. If work commences
without a fully -executed work order, the parties will follow up with execution of a work order as soon as
feasible.
3.6. When a need is identified, the State and the Local Government will discuss the proposed work and the
resources needed to perform the work. If a party desires to perform such work, the parties will negotiate
the specific and detailed work tasks and cost. The State will then prepare a work order contract.
Generally, a work order contract will be limited to one specific project/engagement, although "on call"
work orders may be prepared for certain types of services, especially for "Technical Services" items as
identified section 2. L. The work order will also identify specific deliverables required, and timeframes for
completing work. A work order must be fully executed by the parties prior to work being commenced.
Page 3 of 13
CM Master Partnership Contract (CM Rev. 04/102017)
MnDOT Contract Number: 1028113
The Local Government will not be paid for work performed prior to execution of a work order contract
and authorization by the State.
4. Responsibilities of the Providing Party
4.1. Terms Applicable to ALL Work Order Contracts. The terms in this section 4.1 will apply to ALL work
order contracts.
4.1.1. Each work order will identify an Authorized Representative for each party. Each party's
authorized representative is responsible for administering the work order, and has the authority to
make any decisions regarding the work, and to give and receive any notices required or permitted
under this MPC or the work order.
4.1.2. The Providing Party will furnish and assign a publicly employed licensed engineer (Project
Engineer), to be in responsible charge of the project(s) and to supervise and direct the work to be
performed under each work order contract. For services not requiring an engineer, the Providing
Party will furnish and assign another responsible employee to be in charge of the project. The
services of the Providing Party under a work order contract may not be otherwise assigned,
sublet, or transferred unless approved in writing by the Requesting Parry's authorized
representative. This written consent will in no way relieve the Providing Party from its primary
responsibility for the work.
4.1.3. If the Local Government is the Providing Party, the Project Engineer may request in writing
specific engineering and/or technical services from the State, pursuant to Minn. Stat. Section
161.39. The work order Contract will require the Local Government to deposit payment in
advance. The costs and expenses will include the current State additives and overhead rates,
subject to adjustment based on actual direct costs that have been verified by audit.
4.1.4. Only the receipt of a fully executed work order contract authorizes the Providing Party to begin
work on a project. Any and all effort, expenses, or actions taken by the Providing Party before the
work order contract is fully executed are considered unauthorized and undertaken at the risk of
non-payment.
4.1.5. In connection with the performance of this contract and any work orders issued, the Providing
Agency will comply with all applicable Federal and State laws and regulations. When the
Providing Parry is authorized or permitted to award contracts in connection with any work order,
the Providing Party will require and cause its contractors and subcontractors to comply with all
Federal and State laws and regulations.
4.2. Additional Terms for Roadway Maintenance. The terns of section 4.1 and this section 4.2 will apply to
all work orders for Roadway Maintenance.
4.2.1. Unless otherwise provided for by contract or work order, the Providing Party must obtain all
permits and sanctions that may be required for the proper and lawful performance of the work.
4.2.2. The Providing Party must perform maintenance in accordance with MnDOT maintenance
manuals, policies and operations.
4.2.3. The Providing Parry must use State -approved materials, including (by way of example and without
limitation), sign posts, sign sheeting, and de-icing and anti -icing chemicals.
4.3. Additional Terms for Construction Administration. The terms of section 4.1 and this section 4.3 will
apply to all work order contracts for construction administration.
4.3.1. Contract(s) must be awarded to the lowest responsible bidder or best value proposer in
accordance with state law.
Page 4 of 13
CM Master Partnership Contract (CM Rev. 04/10/2017)
MnDOT Contract Number: 1028113
4.3.2. Contractor(s) must be required to post payment and performance bonds in an amount equal to the
contract amount. The Providing Party will take all necessary action to make claims against such
bonds in the event of any default by the contractor.
4.3.3. Contractor(s) must be required to perform work in accordance with the latest edition of the
Minnesota Department of Transportation Standard Specifications for Construction.
4.3.4. For work performed on State right-of-way, contractor(s) must be required to indemnify and hold
the State harmless against any loss incurred with respect to the performance of the contracted
work, and must be required to provide evidence of insurance coverage commensurate with project
risk.
4.3.5. Contractor(s) must pay prevailing wages pursuant to applicable state and federal law.
4.3.6. Contractor(s) must comply with all applicable Federal, and State laws, ordinances and
regulations, including but not limited to applicable human rights/anti-discrimination laws and
laws concerning the participation of Disadvantaged Business Enterprises in federally -assisted
contracts.
4.3.7. Unless otherwise agreed in a work order contract, each party will be responsible for providing
rights of way, easement, and construction permits for its portion of the improvements. Each party
will, upon the other's request, furnish copies of right of way certificates, easements, and
construction permits.
4.3.8. The Providing Party may approve minor changes to the Requesting Party's portion of the project
work if such changes do not increase the Requesting Party's cost obligation under the applicable
work order contract.
4.3.9. The Providing Party will not approve any contractor claims for additional compensation without
the Requesting Party's written approval, and the execution of a proper amendment to the
applicable work order contract when necessary. The Local Government will tender the processing
and defense of any such claims to the State upon the State's request.
4.3.10. The Local Government must coordinate all trunk highway work affecting any utilities with the
State's Utilities Office.
4.3.11. The Providing Party must coordinate all necessary detours with the Requesting Parry.
4.3.12. If the Local Government is the Providing Party, and there is work performed on the trunk
highway right-of-way, the following will apply:
4.3.12.1 The Local Government will have a permit to perform the work on the trunk highway.
The State may revoke this permit if the work is not being performed in a safe, proper
and skillful manner, or if the contractor is violating the terms of any law, regulation, or
permit applicable to the work. The State will have no liability to the Local Government,
or its contractor, if work is suspended or stopped due to any such condition or concern.
4.3.12.2 The Local Government will require its contractor to conduct all traffic control in
accordance with the Minnesota Manual on Uniform Traffic Control Devices.
4.3.12.3 The Local Government will require its contractor to comply with the terms of all
permits issued for the project including, but not limited to, National Pollutant
Discharge Elimination System (NPDES) and other environmental permits.
4.3.12.4 All improvements constructed on the State's right-of-way will become the property of
the State.
5. Responsibilities of the Requesting Party
Page 5 of 13
CM Master Partnership Contract (CM Rev. 04/102017)
MnDOT Contract Number: 1028113
5.1. After authorizing the Providing Party to begin work, the Requesting Party will furnish any data or
material in its possession relating to the project that may be of use to the Providing Party in performing
the work.
5.2. All such data furnished to the Providing Party will remain the property of the Requesting Party and will
be promptly returned upon the Requesting Party's request or upon the expiration or termination of this
contract (subject to data retention requirements of the Minnesota Government Data Practices Act and
other applicable law).
5.3. The Providing Parry will analyze all such data furnished by the Requesting Parry. If the Providing Party
finds any such data to be incorrect or incomplete, the Providing Party will bring the facts to the attention
of the Requesting Party before proceeding with the part of the project affected. The Providing Party will
investigate the matter, and if it finds that such data is incorrect or incomplete, it will promptly determine a
method for furnishing corrected data. Delay in furnishing data will not be considered justification for an
adjustment in compensation.
5.4. The State will provide to the Local Government copies of any Trunk Highway fund clauses to be included
in the bid solicitation and will provide any required Trunk Highway fund provisions to be included in the
Proposal for Highway Construction, that are different from those required for State Aid construction.
5.5. The Requesting Party will perform final reviews and inspections of its portion of the project work. If the
work is found to have been completed in accordance with the work order contract, the Requesting Party
will promptly release any remaining funds due the Providing Party for the Project(s).
5.6. The work order contracts may include additional responsibilities to be completed by the Requesting Party.
6. Time
In the performance of project work under a work order contract, time is of the essence.
7. Consideration and Payment
7.1. Consideration. The Requesting Parry will pay the Providing Party as specified in the work order. The
State's normal and customary additives will apply to work performed by the State, unless otherwise
specified in the work order. The State's normal and customary additives will not apply if the parties agree
to a "lump sum" or "unit rate" payment.
7.2. State's Maximum Obligation. The total compensation to be paid by the State to the
Local Government under all work order contracts issued pursuant to this MPC will not
exceed $500,000.00
7.3. Travel Expenses. It is anticipated that all travel expenses will be included in the base cost of the
Providing Party's services, and unless otherwise specifically set forth in an applicable work order
contract, the Providing Party will not be separately reimbursed for travel and subsistence expenses
incurred by the Providing Party in performing any work order contract. In those cases where the State
agrees to reimburse travel expenses, such expenses will be reimbursed in the same manner and in no
greater amount than provided in the current "MnDOT Travel Regulations" a copy of which is on file with
and available from the MnDOT District Office. The Local Government will not be reimbursed for travel
and subsistence expenses incurred outside of Minnesota unless it has received the State's prior written
approval for such travel.
7.4. Payment.
7.4.1. Generally. The Requesting Party will pay the Providing Party as specified in the applicable work
order, and will make prompt payment in accordance with Minnesota law.
7.4.2. Payment by the Local Government.
Page 6 of 13
CM Master Partnership Contract (CM Rev. 04/102017)
MnDOT Contract Number: 1028113
7.4.2.1. The Local Government will make payment to the order of the Commissioner of
Transportation.
7.4.2.2. IMPORTANT NOTE: PAYMENT MUST REFERENCE THE "MNDOT
CONTRACT NUMBER" SHOWN ON THE FACE PAGE OF THIS CONTRACT
AND THE "INVOICE NUMBER" ON THE INVOICE RECEIVED FROM
MNDOT.
7.4.2.3. Remit payment to the address below:
MnDOT
Attn: Cash Accounting
RE: MnDOT Contract Number 1028113 and Invoice Number ######
Mail Stop 215
395 John Ireland Blvd
St. Paul, MN 55155
7.4.3. Payment by the State.
7.4.3.1. Generally. The State will promptly pay the Local Government after the Local
Government presents an itemized invoice for the services actually performed and the
State's Authorized Representative accepts the invoiced services. Invoices must be
submitted as specified in the applicable work order, but no more frequently than monthly.
7.4.3.2. Retainage for Professional and Technical Services. For work orders for professional and
technical services, as required by Minn. Stat. § 16C.08, subd. 2(10), no more than 90
percent of the amount due under any work order contract may be paid until the final
product of the work order contract has been reviewed by the State's authorized
representative. The balance due will be paid when the State's authorized representative
determines that the Local Government has satisfactorily fulfilled all the terms of the work
order contract.
8. Conditions of Payment
All work performed by the Providing Party under a work order contract must be performed to the Requesting
Party's satisfaction, as determined at the sole and reasonable discretion of the Requesting Party's Authorized
Representative and in accordance with all applicable federal and state laws, rules, and regulations. The Providing
Party will not receive payment for work found by the State to be unsatisfactory or performed in violation of
federal or state law.
9. Local Government's Authorized Representative and Project Manager; Authority to Execute Work Order
Contracts
9.1. The Local Government's Authorized Representative for administering this master contract is the Local
Government's Engineer, and the Engineer has the responsibility to monitor the Local Government's
performance. The Local Government's Authorized Representative is also authorized to execute work
order contracts on behalf of the Local Government without approval of each proposed work order
contract by its governing body.
9.2. The Local Government's Project Manager will be identified in each work order contract.
10. State's Authorized Representative and Project Manager
10.1. The State's Authorized Representative for this master contract is the District State Aid Engineer, who has
the responsibility to monitor the State's performance.
10.2. The State's Project Manager will be identified in each work order contract.
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MnDOT Contract Number: 1028113
11. Assignment, Amendments, Waiver, and Contract Complete
11.1. Assignment. Neither party may assign or transfer any rights or obligations under this MPC or any work
order contract without the prior consent of the other and a fully executed Assignment Contract, executed
and approved by the same parties who executed and approved this MPC, or their successors in office.
11.2. Amendments. Any amendment to this master contract or any work order contract must be in writing and
will not be effective until it has been executed and approved by the same parties who executed and
approved the original contract, or their successors in office.
11.3. Waiver. If a party fails to enforce any provision of this master contract or any work order contract, that
failure does not waive the provision or the party's right to subsequently enforce it.
11.4. Contract Complete. This master contract and any work order contract contain all negotiations and
contracts between the State and the Local Government. No other understanding regarding this master
contract or any work order contract issued hereunder, whether written or oral may be used to bind either
party.
12. Liability.
Each party will be responsible for its own acts and omissions to the extent provided by law. The Local
Government's liability is governed by Minn. Stat. chapter 466 and other applicable law. The State's liability is
governed by Minn. Stat. section 3.736 and other applicable law. This clause will not be construed to bar any legal
remedies a party may have for the other party's failure to fulfill its obligations under this master contract or any
work order contract. Neither party agrees to assume any environmental liability on behalf of the other party. A
Providing Party under any work order is acting only as a "Contractor" to the Requesting Party, as the term
"Contractor" is defined in Minn. Stat. § 11513.03 (subd. 10), and is entitled to the protections afforded to a
"Contractor" by the Minnesota Environmental Response and Liability Act. The parties specifically intend that
Minn. Stat. §471.59 subd. 1 a will apply to any work undertaken under this MPC and any work order issued
hereunder.
13. State Audits
Under Minn. Stat. § 16C.05, subd. 5, the party's books, records, documents, and accounting procedures and
practices relevant to any work order contract are subject to examination by the parties and by the State Auditor or
Legislative Auditor, as appropriate, for a minimum of six years from the end of this MPC.
14. Government Data Practices and Intellectual Property
14.1. Government Data Practices. The Local Government and State must comply with the Minnesota
Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by the State under
this MPC and any work order contract, and as it applies to all data created, collected, received, stored,
used, maintained, or disseminated by the Local Government under this MPC and any work order contract.
The civil remedies of Minn. Stat. § 13.08 apply to the release of the data referred to in this clause by
either the Local Government or the State.
14.2. Intellectual Property Rights
14.2.1. Intellectual Property Rights. The Requesting Party will own all rights, title, and interest in all of
the intellectual property rights, including copyrights, patents, trade secrets, trademarks, and
service marks in the Works and Documents created and paid for under work order contracts.
Works means all inventions, improvements, discoveries (whether or not patentable), databases,
computer programs, reports, notes, studies, photographs, negatives, designs, drawings,
specifications, materials, tapes, and disks conceived, reduced to practice, created or originated by
the Providing Party, its employees, agents, and subcontractors, either individually or jointly with
others in the performance of this master contract or any work order contract. Works includes
"Documents." Documents are the originals of any databases, computer programs, reports, notes,
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CM Master Partnership Contract (CM Rev. 04/102017)
MnDOT Contract Number: 1028113
studies, photographs, negatives, designs, drawings, specifications, materials, tapes, disks, or other
materials, whether in tangible or electronic forms, prepared by the Providing Party, its employees,
agents, or contractors, in the performance of a work order contract. The Documents will be the
exclusive property of the Requesting Party and all such Documents must be immediately returned
to the Requesting Party by the Providing Party upon completion or cancellation of the work order
contract. To the extent possible, those Works eligible for copyright protection under the United
States Copyright Act will be deemed to be "works made for hire." The Providing Party
Government assigns all right, title, and interest it may have in the Works and the Documents to
the Requesting Party. The Providing Party must, at the request of the Requesting Party, execute
all papers and perform all other acts necessary to transfer or record the Requesting Party's
ownership interest in the Works and Documents. Notwithstanding the foregoing, the Requesting
Party grants the Providing Party an irrevocable and royalty -free license to use such intellectual
property for its own non-commercial purposes, including dissemination to political subdivisions
of the state of Minnesota and to transportation -related agencies such as the American Association
of State Highway and Transportation Officials.
14.2.2. Obligations with Respect to Intellectual Property.
14.2.2.1. Notification. Whenever any invention, improvement, or discovery (whether or not
patentable) is made or conceived for the first time or actually or constructively reduced
to practice by the Providing Parry, including its employees and subcontractors, in the
performance of the work order contract, the Providing Party will immediately give the
Requesting Party's Authorized Representative written notice thereof, and must
promptly furnish the Authorized Representative with complete information and/or
disclosure thereon.
14.2.2.2. Representation. The Providing Party must perform all acts, and take all steps necessary
to ensure that all intellectual property rights in the Works and Documents are the sole
property of the Requesting Party, and that neither Providing Party nor its employees,
agents or contractors retain any interest in and to the Works and Documents.
15. Affirmative Action
The State intends to carry out its responsibility for requiring affirmative action by its Contractors, pursuant to
Minn. Stat. §363A.36. Pursuant to that Statute, the Local Government is encouraged to prepare and implement an
affirmative action plan for the employment of minority persons, women, and the qualified disabled, and submit
such plan to the Commissioner of the Minnesota Department of Human Rights. In addition, when the Local
Government lets a contract for the performance of work under a work order issued pursuant to this MPC, it must
include the following in the bid or proposal solicitation and any contracts awarded as a result thereof:
15.1. Covered Contracts and Contractors. If the Contract exceeds $100,000 and the Contractor employed more
than 40 full-time employees on a single working day during the previous 12 months in Minnesota or in
the state where it has its principle place of business, then the Contractor must comply with the
requirements of Minn. Stat. § 363A.36 and Minn. R. Parts 5000.3400-5000.3600. A Contractor covered
by Minn. Stat. § 363A.36 because it employed more than 40 full-time employees in another state and
does not have a certificate of compliance, must certify that it is in compliance with federal affirmative
action requirements.
15.2. Minn. Stat. § 363A.36. Minn. Stat. § 363A.36 requires the Contractor to have an affirmative action plan
for the employment of minority persons, women, and qualified disabled individuals approved by the
Minnesota Commissioner of Human Rights ("Commissioner") as indicated by a certificate of compliance.
The law addresses suspension or revocation of a certificate of compliance and contract consequences in
that event. A contract awarded without a certificate of compliance may be voided.
15.3. Minn. R. Parts 5000.3400-5000.3600.
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MnDOT Contract Number: 1028113
15.3.1. General. Minn. R. Parts 5000.3400-5000.3600 implement Minn. Stat. § 363A.36. These rules
include, but are not limited to, criteria for contents, approval, and implementation of affirmative
action plans; procedures for issuing certificates of compliance and criteria for determining a
contractor's compliance status; procedures for addressing deficiencies, sanctions, and notice and
hearing; annual compliance reports; procedures for compliance review; and contract
consequences for non-compliance. The specific criteria for approval or rejection of an affirmative
action plan are contained in various provisions of Minn. R. Parts 5000.3400-5000.3600 including,
but not limited to, parts 5000.3420-5000.3500 and 5000.3552-5000.3559.
15.3.2. Disabled Workers. The Contractor must comply with the following affirmative action
requirements for disabled workers:
15.3.2.1. The Contractor must not discriminate against any employee or applicant for
employment because of physical or mental disability in regard to any position for
which the employee or applicant for employment is qualified. The Contractor agrees to
take affirmative action to employ, advance in employment, and otherwise treat
qualified disabled persons without discrimination based upon their physical or mental
disability in all employment practices such as the following: employment, upgrading,
demotion or transfer, recruitment, advertising, layoff or termination, rates of pay or
other forms of compensation, and selection for training, including apprenticeship.
15.3.2.2. The Contractor agrees to comply with the rules and relevant orders of the Minnesota
Department of Human Rights issued pursuant to the Minnesota Human Rights Act.
15.3.2.3. In the event of the Contractor's noncompliance with the requirements of this clause,
actions for noncompliance may be taken in accordance with Minn. Stat. Section
363A.36, and the rules and relevant orders of the Minnesota Department of Human
Rights issued pursuant to the Minnesota Human Rights Act.
15.3.2.4. The Contractor agrees to post in conspicuous places, available to employees and
applicants for employment, notices in a form to be prescribed by the commissioner of
the Minnesota Department of Human Rights. Such notices must state the Contractor's
obligation under the law to take affirmative action to employ and advance in
employment qualified disabled employees and applicants for employment, and the
rights of applicants and employees.
15.3.2.5. The Contractor must notify each labor union or representative of workers with which it
has a collective bargaining agreement or other contract understanding, that the
Contractor is bound by the terms of Minn. Stat. Section 363A.36, of the Minnesota
Human Rights Act and is committed to take affirmative action to employ and advance
in employment physically and mentally disabled persons.
15.3.3. Consequences. The consequences for the Contractor's failure to implement its affirmative action
plan or make a good faith effort to do so include, but are not limited to, suspension or revocation of
a certificate of compliance by the Commissioner, refusal by the Commissioner to approve
subsequent plans, and termination of all or part of this contract by the Commissioner or the State.
15.3.4. Certification. The Contractor hereby certifies that it is in compliance with the requirements of Minn.
Stat. § 363A.36 and Minn. R. Parts 5000.3400-5000.3600 and is aware of the consequences for
noncompliance.
16. Workers' Compensation
Each party will be responsible for its own employees for any workers compensation claims. This MPC, and any
work order contracts issued hereunder, are not intended to constitute an interchange of government employees
under Minn. Stat. § 15.53. To the extent that this MPC, or any work order issued hereunder, is determined to be
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CM Master Partnership Contract (CM Rev. 04/10/2017)
MnDOT Contract Number: 1028113
subject to Minn. Stat. § 15.53, such statute will control to the extent of any conflict between the contract and the
statute.
17. Publicity
17.1. Publicity. Any publicity regarding the subject matter of a work order contract where the State is the
Requesting Party must identify the State as the sponsoring agency and must not be released without prior
written approval from the State's Authorized Representative. For purposes of this provision, publicity
includes notices, informational pamphlets, press releases, research, reports, signs, and similar public
notices prepared by or for the Local Government individually or jointly with others, or any
subcontractors, with respect to the program, publications, or services provided resulting from a work
order contract.
17.2. Data Practices Act. Section 17.1 is not intended to override the Local Government's responsibilities
under the Minnesota Government Data Practices Act.
18. Governing Law, Jurisdiction, and Venue
Minnesota law, without regard to its choice -of -law provisions, governs this master contract and all work order
contracts. Venue for all legal proceedings out of this master contract or any work order contracts, or the breach of
any such contracts, must be in the appropriate state or federal court with competent jurisdiction in Ramsey
County, Minnesota.
19. Prompt Payment; Payment to Subcontractors
The parties must make prompt payment of their obligations in accordance with applicable law. As required by
Minn. Stat. § 16A.1245, when the Local Government lets a contract for work pursuant to any work order, the
Local Government must require its contractor to pay all subcontractors, less any retainage, within 10 calendar
days of the prime contractor's receipt of payment from the Local Government for undisputed services provided by
the subcontractor(s) and must pay interest at the rate of one and one-half percent per month or any part of a month
to the subcontractor(s) on any undisputed amount not paid on time to the subcontractor(s).
20. Minn. Stat. § 181.59. The Local Government will comply with the provisions of Minn. Stat. § 181.59 which
requires: Every contract for or on behalf of the state of Minnesota, or any county, city, town, township, school,
school district, or any other district in the state, for materials, supplies, or construction shall contain provisions by
which the Contractor agrees: (1) That, in the hiring of common or skilled labor for the performance of any work
under any contract, or any subcontract, no contractor, material supplier, or vendor, shall, by reason of race, creed,
or color, discriminate against the person or persons who are citizens of the United States or resident aliens who
are qualified and available to perform the work to which the employment relates; (2) That no contractor, material
supplier, or vendor, shall, in any manner, discriminate against, or intimidate, or prevent the employment of any
person or persons identified in clause (1) of this section, or on being hired, prevent, or conspire to prevent, the
person or persons from the performance of work under any contract on account of race, creed, or color; (3) That a
violation of this section is a misdemeanor; and (4) That this contract may be canceled or terminated by the state,
county, city, town, school board, or any other person authorized to grant the contracts for employment, and all
money due, or to become due under the contract, may be forfeited for a second or any subsequent violation of the
terms or conditions of this contract.
21. Termination; Suspension
21.1. Termination by the State for Convenience. The State or commissioner of Administration may cancel this
MPC and any work order contracts at any time, with or without cause, upon 30 days written notice to the
Local Government. Upon termination, the Local Government and the State will be entitled to payment,
determined on a pro rata basis, for services satisfactorily performed.
21.2. Termination by the Local Government for Convenience. The Local Government may cancel this MPC
and any work order contracts at any time, with or without cause, upon 30 days written notice to the State.
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CM Master Partnership Contract (CM Rev. 04/10/2017)
MnDOT Contract Number: 1028113
Upon termination, the Local Government and the State will be entitled to payment, determined on a pro
rata basis, for services satisfactorily performed.
21.3. Termination for Insufficient Funding. The State may immediately terminate or suspend this MPC and
any work order contract if it does not obtain funding from the Minnesota legislature or other funding
source; or if funding cannot be continued at a level sufficient to allow for the payment of the services
covered here. Termination or suspension must be by written or fax notice to the Local Government. The
State is not obligated to pay for any services that are provided after notice and effective date of
termination or suspension. However, the Local Government will be entitled to payment, determined on a
pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will
not be assessed any penalty if the master contract or work order is terminated because of the decision of
the Minnesota legislature or other funding source, not to appropriate funds. The State must provide the
Local Government notice of the lack of funding within a reasonable time of the State's receiving that
notice.
22. Data Disclosure
Under Minn. Stat. §270C.65, subd. 3, and other applicable law, the Local Government consents to disclosure of
its federal employer tax identification number, and/or Minnesota tax identification number, already provided to
the State, to federal and state tax agencies and state personnel involved in the payment of state obligations. These
identification numbers may be used in the enforcement of federal and state tax laws which could result in action
requiring the Local Government to file state tax returns and pay delinquent state tax liabilities, if any.
23. Defense of Claims and Lawsuits
If any lawsuit or claim is filed by a third party (including but not limited to the Local Government's contractors
and subcontractors), arising out of trunk highway work performed pursuant to a valid work order issued under this
MPC, the Local Government will, at the discretion of and upon the request of the State, tender the defense of such
claims to the State or allow the State to participate in the defense of such claims. The Local Government will,
however, be solely responsible for defending any lawsuit or claim, or any portion thereof, when the claim or cause
of action asserted is based on its own acts or omissions in performing or supervising the work. The Local
Government will not purport to represent the State in any litigation, settlement, or alternative dispute resolution
process. The State will not be responsible for any judgment entered against the Local Government, and will not be
bound by the terms of any settlement entered into by the Local Government except with the written approval of
the Attorney General and the Commissioner of Transportation and pursuant to applicable law.
24. Additional Provisions
[The balance of this page has intentionally been left blank — signature page follows]
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CM Master Partnership Contract (CM Rev. 041102017)
LOCAL GOVERNMENT
The Local Government certifies that the
appropriate person(s) have executed the contract on
behalf of the Local Government as required by
applicable ordinance, resolution, or charter
provision.
By:
Title:
Date:
By:
Title
Date:
MnDOT Contract Number: 1028113
M
COMMISSIONER OF TRANSPORTATION
(with delegated authority)
Title Assistant Commissioner or
Assistant Division Director
Date:
M
Date:
Page 13 of 13
CM Master Partnership Contract (CM Rev. 04/10/2017)
COMMISSIONER OF ADMINISTRATION
As delegated to Materials Management Division
Page 1 of 4 MPC Program FY 2017-2022 Date: 04/20/2017
Exhibit A - Table of Tech Sery
Used with TA98 Project IDs
If a source code is not on this list, a work order is needed.
0032 Business Unit Management
All expenses of business/office managers for general management and administration of support functions. includes administering
central facilities maintenance and facilities capital budgets.
0152 Support Services
Work that supports general office management, system management such as entering data into SWIFT, PPMS, PUMA and other
MnDOT systems, attending staff meetings and other indirect support activities.
0400 Equipment Calibration -Mat Insp
Use when performing periodic equipment calibration for equipment used in the materials lab or on construction projects.
0600 General Training Attended
All costs (time, registration, materials, travel expenses, etc.) for attending or participating informal or informal training, including
conferences that primarily rovide trainin .
_
1182 Soils/Foundation Field/Laboratory Tests
All laboratory testing necessary to provide geotechnical information to complete roadway soils recommendations and approvals for
use in the development of Final Design Plans and Special Provisions. Lab work includes R -value, resilient modulus, soil
classification, gradation, proctor testing, unconfined compression, consolidation, direct simple shear, direct sheer, permeability and
triaxial tests.
1312 Tech Assist -Outside MnDOT
Use when providing technical assistance to an organization external to MnDOT.
1421 Bridge Management System
Use for tasks related to the Bridge Management System, including operations, administration, or data entry.
Operation/Administration/Data
1434 Structural Metals Inspection -Non DOT
Reviewing shop drawings furnished by suppliers, fabricators, and contractors (working drawing or calculations), and for tasks related
to structural metals inspection (materials surveys, physical and chemical laboratory testing, material inspection and engineering, and
technical services in the field and offices) for local agency ro'ects.
1501 Traffic Management System (TMS)
Used by traffic operations staff for all tasks that support the RTMC's operations center (or TOCC) providing traveler information,
managing incidents and monitoring the FMS. Includes dynamic message sign maintenance, ramp meter maintenance, camera
maintenance, and loop detection activities. Includes maintenance activities related to any ITS or TMS device such as RTMC cables,
monitor wall, switchers, routers, or modems. Use to record all costs for maintenance activities related to traffic management fiber
optics. Use for tasks related to maintaining traffic operations software including minor software enhancements and fixes. Use when
providing traffic operations technical assistance external to MnDOT.
1513 Traffic Management System (TMS)
For tasks associated with the incorporation of new and existing TMS devices (cameras, loops, DMS, and other ITS devices) into
Integration
existing infrastructure to ensure proper operation. Use with the Construction/Program Delivery Appropriation.
1520 Pavement Management System
For tasks related to the operation of the pavement management system, including development and maintenance/technical support.
Includes tasks to meet needs external to MnDOT.
1716 Record Sampling
Used by Materials and Research Section and district materials staff to verify inspector" sampling and testing procedures and
checking inspectors' equipment during project construction as required by FHWA. Use when performing field tests on split sample.
1721 Traffic Sign Work Orders
Use for work involved in preparing work orders for traffic signs. Use only with Maintenance Operations appropriation (T790081).
If a source code is not on this list, a work order is needed.
Page 2 of 4 MPC Program FY 2017-2022 Date: 04/20/2017
Exhibit A - Table of Tech Sery
Used with TA98 Project IDs
If a source code is not on this list, a work order is needed.
If a source code is not on this list, a work order is needed.
1732 Material Testing & Inspection
Performing construction phase and research physical and chemical laboratory testing, and related technical services in the districts
and central labs, and for performing research and construction phase non-destructive testing materials surveys, and related technical
services in the field and offices. Includes detour surveys. Non-destructive tests include, skid resistance and falling weight
deflectometer (FWD) testing.
1733 Concrete Plant Inspections
Performing QA/QC physical testing at the plant; sampling and transporting of materials from the plant to the lab for lab testing, plant
reviews, and operations; investigating plant discrepancies; and other technical services in the plant or office associated with
stationary concrete plants or mobile concrete paving plant inspection.
1734 Construction Materials Inspections
Performing construction phase material inspection and engineering, for structural steel, precast and pre -stressed concrete,
reinforcement steel, and electrical products and related technical services in the field and office for materials to be used in multiple
projects. Includes travel time, sampling, and sample delivery. Includes tasks related to reviewing shop drawings furnished by
suppliers or fabricators and contractor working drawings or calculations, and for tasks related to structural metals inspection
(materials surveys, physical and chemical laboratory testing, material inspection and engineering, and technical services in the field
and offices).
1735 Bituminous Plant Inspection
Performing QA/QC physical testing at the plant; sampling and transporting of materials from the plant to the lab for lab testing, plant
reviews, and operations; investigating plant discrepancies; and other technical services in the plant or office associated with
bituminous plant inspection.
1738 State Project - Specific Materials
Performing material inspection for materials designated for a specific construction project (SP). Generally applies to inspection of
Inspection
such things as structural steel, prestressed concrete items, and most precast concrete items and for SP specific tasks related to
structural metals inspection (materials surveys, physical and chemical laboratory testing, material inspection and engineering and
technical services in the field and offices).
1800 Field Inspection
Occasional construction project field inspection (not cyclical inspection of assets); Includes field inspection of materials such as
gradations, densities/DCP, proctors, compaction, slump tests, and field air testsand collecting and transporting samples for lab tests,
but not the actual laboratory verifications.
1870 Traffic Signal Maintenance
This work will not substitute for or alter existing cooperative construction agreements or traffic signal maintenance agreements.
Work related to the occasional repair and replacement of traffic signal system structures and all electrical maintenance for traffic
signal systems including electrical power, labor, equipment materials, GSOC locates, traffic control and responses to public
inquiries.
1871 Lighting Maintenance & Utilities
All work related to installing, maintaining, restoring, or removing highway lighting systems and fixtures. Includes repairing,
maintaining, or replacing supports necessary for roadway lighting luminaries. Includes patrol highway lighting, inspect lighting
structures, electrical service for highway lighting, re-lamping, pump stations, anti -icing systems, truck roll-over warning systems and
electrical repairs. Includes traffic control in support of roadway lighting activities. Use for tasks related to public
inquiries/complaints, review utility billings, provide data, and conduct field reviews.
1875 Locate One Call
Finding and marking locations of buried conduit, cables, hand holes, loops, etc. in order to maintain or repair the traffic management
system, signal systems, or roadway lighting systems.
If a source code is not on this list, a work order is needed.
Page 3 of 4 MPC Program FY 2017-2022 Date: 04/20/2017
Exhibit A - Table of Tech Sery
Used with TA98 Project IDs
If a source code is not on this list, a work order is needed.
1876 Traffic Counting
Use to record labor, equipment usage, and material costs for activities related to traffic counts made for statewide traffic monitoring
or traffic operations. Includes all activities related to traffic counting, such as taking requests, assigning priorities, collecting field
dataprocessing data, and developing new techniques for collection.
2102 Patching
Related source type codes: 2103 -Heavy patching, 2104 -Bituminous paving, 2105 -Blow patching
2142 Overhead Sign Panel Maintenance
Work related to the repair and replacement of overhead sign panels, extruded sign panels mounted on I -beams, and overhead sign
structures. Includes related cable locates and traffic control. Does not include structural work.
2210 Guardrail-Install/Repair/Maintenance
Install, repair, or maintain low tension cable, plate beams, and end treatments; cable tension adjustments; and reflector replacement.
includes related traffic control.
2222 Sign/Delineation/Marker Repair
Replacing, repairing, and washing signs (including temporary stop signs). Includes re -sequencing intersection signing and
repair/replace overhead and extrude signs mounted on I -beams. Includes related cable locates and traffic control.
2316 Brush & Tree Removal
Maintaining, watering, trimming, and removing highway right of way tree and brush. Includes chipping of tree limbs and stump
removal/grinding. Includes related traffic control.
2624 Indirect Expense
Indirect shop expenses and shop equipment. Allocate to mobile equipment.
2629 Supplies & Small Tools
Shop tools, small equipment, and supplies that cannot be directly charged to a mobile equipment unit.
2819 Bridge Curb, Walk And Railing
Repairing and maintaining bridge curb, walk, rail, coping, and fencing connected to the rail. Includes glare screen and median
barriers on bridges. Includes related traffic control.
2820 Bridge Deck
Work associated with bridge deck and slab repair regardless of removal depth or type of material used for patching. Includes deck or
slab overlays and replacements and underside deck delamination. Includes related traffic control.
2822 Miscellaneous Bridge Maintenance
This source code does not include replacement or major repair. Miscellaneous maintenance tasks performed on a specific bridge or
structure not covered by other source codes. Includes minor repairs and simple fixes on items such as stairways, drains, fencing, light
bases, transient guards, and access doors. Includes transient removal, ordering materials, and picking up equipment. Includes related
traffic control.
2824 Bridge Inspection -Non -Federal
All tasks related to inventory, inspection, and load capacity rating work done on trunk highway bridges to meet the requirements of
the National Bridge Inspection System and/or Minnesota Bridge Safety Inspection Program or for billing to local governments.
Includes related inspection reports and deck condition surveys.
2827 Bridge Expansion, Relief Joints
All maintenance tasks associated with bridge expansion joints, except joint reestablishment. Includes tightening expansion device
bolts and reWacine seal glands. Includes related traffic control.
2828 Bridge Inspection -Federal Fund
All bridge inspection tasks for non-MnDOT bridges funded by the federal Fracture -Critical Bridge Program (Project Code will begin
with TSL and with the local bridge number). Includes related inspection reports. For MnDOT Trunk Highway bridges (Project Code
begins with TSO followed by the bridge number) and local and Department of Natural Resources (DNR) (bridge number begins with
9A follow by bridge number) bridge inspections to be billed to the local government or Department of Natural Resources (DNR) use
Source Code 2824.
If a source code is not on this list, a work order is needed.
Page 4 of 4 MPC Program FY 2017-2022 Date: 04/20/2017
Exhibit A - Table of Tech Sery
Used with TA98 Project IDs
If a source code is not on this list, a work order is needed.
If a source code is not on this list, a work order is needed.
2829 Bridge Superstructure
All tasks to repair any bridge component above the bridge seat that is not included in other source codes. Includes repairs to all types
of bridge superstructure elements such as girders, beams, floor beams, trusses, stringers, t -beams, precast channels, and box girders.
Includes related traffic control.
2830 Bridge Bearing Assemblies
All tasks related to the repair and maintenance of fixed or expansion -bearing assemblies on bridges. Includes related traffic
2834 Waterway Maintenance
All tasks related to waterway maintenance for deck bridges. Includes debris removal, waterway cleanup, channel repair, and channel
protection repair that is not part of sloe protection. Includes related traffic control.
2838 Bride Deck Crack Sealing
All tasks related to deck crack sealing. Includes related traffic control.
2863 Traffic Signal Inspection
Work related to cyclical structural and electrical inspection and preventive maintenance checks of traffic signal systems/structures.
Includes labor, equipment, materials, and traffic control.
3000 Class Of Frequency Coordination
Use for fre uenc coordination done with APCO, AASHTO or FCCA.
3002 Radio/Electronic Infrastructure
Use for the repair and preventative maintenance of all equipment associated with wireless two-way radio communications systems
(includes mobile radios, portable radios, base stations, console workstations, recorders, etc.). Non-MnDOT equipment - Must use
Project number assigned to requesting agency; Department of Public Safety (DPS) includes State Patrol (SP) Bureau of Criminal
Apprehension (BCA), Fire Marshall); does not include Department of Natural Resources (DNR). See OSRC Project
3005 Radio - Mobile Equipment
Use for the repair and preventative maintenance of all equipment associated with wireless two-way radio communications systems
(includes mobile radios, portable radios, base stations, console workstations, recorders, etc.). Non-MnDOT equipment - Must use
Project number assigned to requesting agency (State Patrol, DNR, BCA, Fire Marshall). See OSRC Project Code list.
3009 Radio/Electronic System Upgrade &
Use for the installation and other services needed to provide major system upgrades or improvements to wireless or electronic
Installation
systems. Use for all work performed to correct or repair deficiencies found in a new installation.
3025 Tower/Building Maintenance
Use for all tasks related to the maintenance of a tower building or site. Includes towers, buildings, generators, LP system, fencing,
landscaping, grounding, ice bridge, cable management, climbing ladders, card key systems, and HVAC.
3027 Radio Programming
Creating or modifying radio frequency programs and programming mobile and portable radios. Does not include mobile radios used
as fixed base radios as part of the Inter -OPS stem se 3009).
3049 On Call Electronic Communications
To be used by Statewide Radio Communications personnel to record on-call time.
Infrastructure Maintenance
If a source code is not on this list, a work order is needed.
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor and Councilmembers
CC: Jim Dickinson, City Administrator
Joe Janish, Community Develop r ctorq
FROM: Stephanie L. Hanson, City Planner
SUBJECT: Preliminary Plat Revisions and Variance Requests - Catcher's Creek 2"d Addition
— Mark Smith
DATE: May 2, 2017
INTRODUCTION
Mark Smith has submitted a revised preliminary plat and variance request for the plat known as
Catcher's Creek 2nd Addition. The new configuration of the plat requires the approval of
variances to move forward.
DISCUSSION
On October 6, 2015, City Council approved the preliminary plat for 27 urban lots. Two variances
were granted for Block 2, Lots 1 and 2, to reduce the lot depths from 140 feet to 139.4 feet.
Attached are the meeting minutes and the preliminary plat for your review.
Mr. Smith submitted a revised preliminary plat for 28 lots with additional variances. The revised
plan eliminates the 143`d Avenue NW access point to the development; thus creating an
additional lot. The revised plat and the location of the non -conforming lots are attached for your
review.
Andover Review Committee (ARC) Comments
ARC reviewed the proposed changes to the plat. Fire, Public Works and Building Departments
have no issues to the proposed changes. The Engineering staff has no issues with eliminating the
143`d Avenue access point from Prairie Road. Prairie Road is a collector street. Collectors are
designed to move traffic so eliminating the number of access points is preferred. The
Engineering Memo dated April 17, 2017 is attached for your review.
Variance Review
With the elimination of the 143`d Avenue NW, the plat will gain 1 lot but will require 4 variances
for Block 2, Lots 5, 6, 7, and 8. Mr. Smith submitted a letter regarding the variance requests.
The letter is attached for your review.
City code minimum requirements for urban lots are as follows:
Lot Area: 11,400 square feet
Width at Front yard Setback:. 80 feet
Width at public right-of-way:. 50 feet
Lot Depth: 130 feet
Variance locations are shown on the attached map and are as follows:
Block 2, Lot 5
The proposed width at the front yard setback is 66 feet. City code requires 80 feet.
Block 2 Lot 6
This lot will be accessed from Prairie Road. The existing home will be removed but the
driveway access will remain in the same place.
City code defines the front lot line as "That boundary of a lot which abuts an existing or
dedicated street, in the case of a corner lot, it shall be the shortest dimension on a public street."
In this case, the width of the lot is 492+ feet with a lot depth of 99 feet.
Mr. Smith is proposing to face the front of the home to the north; the back of the home would
then face south. It is proposed to treat the eastern and western lot lines as the side yards, thus
allowing an eastern side yard setback of 6 feet for the garage or 10 feet for the house. The
western lot line would be required to meet the 35 feet side yard setback from the property line
adjacent to a street. These setbacks would be in compliance with city code for structure setbacks.
City code 11-3-6 requires that lots served by municipal sanitary service shall remove all organic
material and replace with granular material with no more that five percent organic material by
volume for the front 110 feet of the depth of the lot at a minimum width of the lot as required for
the zoning district by the city code." For this particular lot, the developer would be required to
mend the soils 110 feet from north to south, at a lot depth of no less than 80 feet.
Block 2, Lot 7
The proposed width at the front yard setback is 65.4 feet (city code requires 80 feet).
Block 2, Lot 8
The proposed width at the front yard setback is 71.5 feet (city code requires 80 feet).
Review Criteria
City Code 12-14-7 outlines criteria when considering a variance. Code states "Variances
may be granted when the applicant for the variance establishes that there are practical
difficulties in complying with the official control. "Practical difficulties" as used in
connection with the granting of a variance, means:
The property owner proposed to use the property in a reasonable manner not permitted by an
official control;
The plight of the property owner is due to circumstances unique to the property not created by
the landowner;
The variance, if granted, will not alter the essential character of the locality;
Economic considerations alone do not constitute practical difficulties.
Planning and Zoning Commission Recommendation
A public hearing was held at the April 11, 2017 Planning and Zoning Commission meeting.
There was no public comment received. Attached is a draft of the meeting minutes. The
Commission discussed the following items:
Safety concerns and traffic issues along 144`' Avenue NW if the access point at 143`d
Avenue NW is eliminated
• Defining the front of the home for Block 2, Lot 6 and what types of homes may be
constructed on the lot
• The possibility of eliminating some, if not all, of the variances.
After discussion, the Commission made a recommendation of denial on a 5 — 0 (2 absent) vote
with the following findings of fact:
The plight of the landowner is due to circumstances not unique to the property and has been
created by the landowner; 143`d should connect to Prairie Road to create additional access to the
development; and the plat/lots could be changed so less variances are needed.
Since the Planning and Zoning Commission meeting, Mr. Smith submitted a revised plat that
reduced the number of Variances from five (5) to four (4) as recommended by the Commission.
The revised plat is what is attached for you to review.
ACTION REQUESTED
The City Council is requested to consider the preliminary plat request and associated variances
for the revised Catchers Creek 2nd Addition preliminary plat. The Planning and Zoning
Commission recommended denial with the findings of fact written in the attached resolution for
denial.
In the event, City Council considers moving forward with an approval for the request, attached is
a resolution for approval. City staff suggests City Council to take into consideration the
following findings of fact as part of the approved resolution:
• A significant portion of the plat is inundated with floodplains and wetlands. These areas
are required to be protected. No improvements are not allowed within the floodplains and
wetlands. This significantly limits the buildable area within the plat.
• Eliminating the 143`d Avenue NW access point onto Prairie Road minimizes an
intersection and conflict point onto a higher volume collector street.
A large portion of the plat is encompassed by a 100 foot trail easement along the southern
portion of the plat. The developer is providing a trail easement through Block 2, Lots 5
and 6 to provide a safe access point to the Prairie Road trail corridor. This will
decrease/eliminate the number of pedestrians using the 144" Avenue NW and Prairie
Road intersection to access the trail.
• A large portion of the lots must adhere to buffering requirements to Coon Creek, and
restrictions are placed on the lot that make reasonable usage of the property challenging.
• Block 2, Lot 6 meets the required lot width, depth and area of a standard R4 — Single
Family Urban residential lot when the northern property line is considered the front yard
and the southern property line considered the rear yard. This particular lot is set up for a
side loaded garage which is similar to other corner lots within the City of Andover. Staff
included in the draft resolution of approval that this particular lot must include a side
loaded garage. Staff has also included language within the draft resolution that this
particular lot must include a driveway design that allows for a turn around on the
property to reduce the chances of backing onto Prairie Road.
Attachments
Resolutions of Denial and Approval
Location Map
Additional Photos of Site
Developer Letter
October 6, 2015 City Council Meeting Minutes
Approved Resolution No. R084-15
April 17, 2017 Engineering Memo
April 11, 2017 Draft P & Z Meeting Minutes
Approved Preliminary Plat
Proposed Changes to Plat
Res tfully s bmi
Stephanie . Hanson
City Planner
Cc: Mark Smith, 2120 Otter Lake Drive, Lino Lakes, MN 55110
DENIAL RESOLUTION
CITY OF ANDOVE.,
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO XXX
A RESOLUTION DENYING THE PRELIMINARY PLAT OF "CATCHER'S CREEK 2"d ADDITION"
AND VARIANCES FOR PROPERTY LEGALLY DESCRIBED AS:
That part of the Southwest Quarter of Section 25, Township 32, Range 24, Anoka County, Minnesota,
lying South of the North 1150.15 feet as measured at right angles to the North line thereof, lying West
of the East 200.00 feet as measured at right angles to the East line thereof, lying East of the East line of
Prairie Road and lying North of the following described line: Commencing at the Northeast corner of said
Southwest Quarter, thence South 0 degrees 03 minutes 42 seconds East, assumed bearing, along the
East line of said Southwest Quarter a distance of 1760 feet to the point of beginning of the line to be
herein described; thence North 82 degrees 00 minutes West 402.98 feet; thence North 82 degrees 59
minutes 02 seconds West 315.05 feet; thence North 86 degrees 28 minutes 27 seconds West 187.57
feet to the East line of Prairie Road and there terminate.
G�9
The South 300.15 feet of the North 1150.15 feet, as measured at right angles to the North line, of that
part of the Southwest Quarter lying East of the East line of Prairie Road (as located on 5/22/69).
Also that part of the East 200.00 feet, as measured at right angles to the East line, of that part of the
Southwest Quarter lying South of the North 1150.15 feet as measured at right angles to the North line
thereof and lying North of the following described line: Commencing at the Northeast corner of said
Southwest Quarter; thence South 0 degrees 03 minutes 42 seconds East, assumed bearing, along the
East line of said Southwest Quarter a distance of 1760.00 feet to the point of beginning of the line to be
herein described; thence North 82 degrees 00 minutes West 402.98 feet and there terminate. All in
Section 25, Township 32, Range 24, Anoka County, Minnesota.
aril
Outlet A, Outlet B and Outlot C, CATCHERS CREEK, Anoka County, Minnesota.
WHEREAS, Mark Smith has requested approval of a revised preliminary plat for Catcher's Creek 2nfl
Addition; and
WHEREAS, Mark Smith has requested variances for Block 2, Lots 5, 6, 7, and 8; and
WHEREAS, the Andover Review Committee has reviewed the revised preliminary plat; and
WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has
conducted a public hearing on said plat and variances; and
WHEREAS, as a result of such public hearing, the Planning and Zoning Commission reviewed the
criteria for the granting of a variance under City Code 12-14-7 B; and
WHEREAS, based on the criteria, the Planning and Zoning Commission recommends denial of the
revised preliminary plat and variances to the City Council; and
WHEREAS, the finding of facts are based on the variance review criteria under City Code 12-14-7 B and
are as follows: the plight of the landowner is due to circumstances not unique to the property which has
been created by the landowner, 143`d Avenue NW should connect to Prairie Road to create an additional
access to the development to alleviate the impact of traffic on 144' Avenue NW, and the plat could be
reconfigured to alleviate the variance requests.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees
with the recommendation and the findings of facts from the Planning and Zoning Commission and denies
the revised Preliminary Plat of Catcher's Creek 2"d Addition and variances.
Adopted by the City Council of the City of Andover this 2nd day of May, 2017.
ATTEST
Michelle Harmer, City Clerk
CITY OF ANDOVER
Julie Trude, Mayor
APPROVAL RESOLUTION
CITY OF ANDOVI
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO XXX
A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "CATCHER'S CREEK 2nd
ADDITION" AND VARIANCES FOR PROPERTY LEGALLY DESCRIBED AS:
That part of the Southwest Quarter of Section 25, Township 32, Range 24, Anoka County, Minnesota,
lying South of the North 1150.15 feet as measured at right angles to the North line thereof; lying West
of the East 200.00 feet as measured at right angles to the East line thereof, lying East of the East line of
Prairie Road and lying North of the following described line: Commencing at the Northeast corner of said
Southwest Quarter, thence South 0 degrees 03 minutes 42 seconds East, assumed bearing, along the
East line of said Southwest Quarter a distance of 1760 feet to the point of beginning of the line to be
herein described; thence North 82 degrees 00 minutes West 402.98 feet; thence North 82 degrees 59
minutes 02 seconds West 315.05 feet; thence North 86 degrees 28 minutes 27 seconds West 187.57
feet to the East line of Prairie Road and there terminate.
And:
The South 300.15 feet of the North 1150.15 feet, as measured at right angles to the North line, of that
part of the Southwest Quarter lying East of the East line of Prairie Road (as located on 5/22/69).
Also that part of the East 200.00 feet, as measured at right angles to the East line, of that part of the
Southwest Quarter lying South of the North 1150.15 feet as measured at right angles to the North line
thereof and lying North of the following described line: Commencing at the Northeast corner of said
Southwest Quarter; thence South 0 degrees 03 minutes 42 seconds East, assumed bearing, along the
East line of said Southwest Quarter a distance of 1760.00 feet to the point of beginning of the line to be
herein described; thence North 82 degrees 00 minutes West 402.98 feet and there terminate. All in
Section 25, Township 32, Range 24, Anoka County, Minnesota.
And:
Outlot A, Outlot B and Outlot C, CATCHERS CREEK, Anoka County, Minnesota.
WHEREAS, Mark Smith has requested approval of a revised preliminary plat for Catcher's Creek 2"d
Addition; and
WHEREAS, Mark Smith has requested variances for Block 2, Lots 5, 6, 7, and 8, depicted on attachment
A and which meet the review criteria for the granting of a variance under City Code 12-14-7 B; and
WHEREAS, the Andover Review Committee has reviewed the revised preliminary plat; and
WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has
conducted a public hearing on said plat and variances; and
WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommended
denial of the revised preliminary plat based on the variance review criteria for granting a variance under
City Code 12-14-7 B; and
WHEREAS, City Council completed a review of the revised preliminary plat and variances, along with
Planning and Zoning Commission recommendation; and
WHEREAS, based on the criteria for granting a variance under City Code 12-14-713, City Council finds
the following findings of fact to support the approval of the variance requests:
• A significant portion of the plat is inundated with floodplains and wetlands. These areas are
required to be protected. No improvements are not allowed within the floodplains and wetlands.
This significantly limits the buildable area within the plat.
• Eliminating the 143`d Avenue NW access point onto Prairie Road minimizes an
intersection and conflict point onto a higher volume collector street.
• A large portion of the plat is encompassed by a 100 foot trail easement along the southern portion
of the plat. The developer is providing a trail easement through Block 2, Lots 5 and 6 to provide a
safe access point to the Prairie Road trail corridor. This will decrease/eliminate the number of
pedestrians using the 144`h Avenue NW and Prairie Road intersection to access the trail.
• A large portion of the lots must adhere to buffering requirements to Coon Creek, and restrictions
are placed on the lot that make reasonable usage of the property challenging.
• Block 2, Lot 6 meets the required lot width, depth and area of a standard R4 — Single Family
Urban residential lot when the northern property line is considered the front yard and the southern
property line considered the rear yard. This particular lot is set up for a side loaded garage which
is similar to other corner lots within the City of Andover. Staff has included in the draft resolution
of approval that this particular lot shall be a side load garage. Staff has also included language
within the draft resolution that this particular lot includes a driveway design that allows for folks
to turn around on their property to reduce the chances of folks backing onto Prairie Road.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby approves
the revised Preliminary Plat of Catcher's Creek 2"d Addition and variances with the following conditions:
1. Preliminary plat revised on March 28, 2017 shall become the Preliminary plat of Catcher's Creek
2nd Addition.
2. All prior conditions from Resolution No. R084-15 shall be met.
3. City of Andover Engineering staff comments dated April 4, 2017 shall be satisfactorily addressed
prior to any grading of the site. The Andover Engineering Department will determine when all
items have been addressed.
4. The applicant shall be responsible for the cost of construction of all improvements proposed as a
part of the preliminary plat.
5. Approval is contingent upon the applicant providing public easements of sufficient size to allow
construction of public streets, sanitary sewer and water utilities to serve the plat in compliance
with the City Code.
6. On the lots that are impacted by the floodplain, building permits will not be issued until the final
plat has been recorded with Anoka County and the Federal Emergency Management Agency
(FEMA) approves the request for a Letter of Map Amendment (LOMA).
7. Such plat approval is contingent upon the rezoning of the properties to accompany single family
urban residential development.
8. A separate trail easement document will be required for the proposed trail easement located
between Block 2, Lots 5, 6, and 7.
9. Variances are approved for Block 2, Lots 5, 6, 7, and 8 as depicted in Attachment A of the
resolution.
10. Prior to final plat recording at Anoka County, a development agreement acceptable to the City
Attorney must be executed by the Developer.
2
11. Block 2, Lot 6 must include a driveway design that allows for turnaround on the property to
reduce the chances of backing onto Prairie Road.
12. Block 2, Lot 6 must include a side -loaded garage to take advantage of the lot lay out.
Adopted by the City Council of the City of Andover this 2nd day of May, 2017.
ATTEST
CITY OF ANDOVER
Michelle Harmer, City Clerk Julie Trude, Mayor
ATTACHMENT A
CATCHER'S CREEK 2ND ADDITION
APPROVED VARIANCES
BLOCK 2, LOT 5
A 14 foot variance to reduce the front yard setback width from 80 feet to 66 feet.
BLOCK 2, LOT 6
A variance to define the front yard as the north lot line, the side yards as the east and west lot
lines, and the rear yard as the south lot line.
BLOCK 2, LOT 7
A 14.6 foot variance to reduce the front yard setback width from 80 feet to 65.4 feet.
BLOCK 2, LOT 8
A 8.5 foot variance to reduce the front yard setback width from 80 feet to 71.5 feet.
Date Created: March 29, 2017
Disclaimer., The provider makes no representation or warranties with respect to the reuse of this data.
Additional Photos of Site
Approved
Proposed
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Developer Letter
Madame Mayor, Council, Chairman, and planning commission planning commission,
As the developer of Catchers Creek 2"d addition I am asking for variances on 4 lots. The lots have
practical difficulties in complying with the official control. The building pads at our proposed setback
meet the city requirements but the setback on these lots is deeper than traditional lot setbacks. The
variance on lot 6 is looking at the lot and deciding which side is the rear yard. It seems likely that the
south side would be that as the lot runs 492 feet north to south and the views are towards the creek.
The list of the proposed variances for this plat are as follows and explanation follows that.
B2, L5: 66 feet at front setback (requirement is 80 feet)
B2, L7: 63.7'at front setback, 48.3 feet of road frontage (requirement is 50 feet)
B2, L6: front lot line is defines as the lot line that abut the street. In this case, lot depth is 99 feet
(requirement is 130 feet). Lot width is 492 feet.
82, L8: 73.1 at front setback
Lot 5, Block 2
The practical difficulty in developing this lot is primarily due to the need to provide a trail and utility
easement to Prairie road. This takes an additional 15 feet on both lots 5 and 7 Block 2. The lot still
meets the 80 foot wide requirement it isjust further back from the street than normal.
Lot 7, Block 2
The practical difficulty of developing this lot again is similar to lot 5 where the north side of this lot is
being used for a trail and utility easement. This again puts a squeeze on the lot. I addition the required
radius of the street also narrows the frontage. However, just like in lot 5 the actual proposed building
pad will meet the 8o foot requirement.
Lot 8, Block 2
The practical difficulty in developing this lot is again like lot 5 and 7, we had to steel a little from each lot
to squeeze in the trail and utility easement connecting the interior utilities to Prairie Road. In addition
we had to meet the radius for the street which narrowed the front setback. Again like the other 2 lots
the actual proposed building pad meets the City requirement, it is just slightly further back on part of
the lot due.to the radius of the street.
Lot 6, Block 2
The practical difficulty of this lot is due to a determination of what is the front yard, side yard and rear
yard. The fact that the lot faces and is accessed from Prairie Road, the west side of the house seems like
it should be the side yard. Like the existing house on this lot we plan on access the building from Prairie
Road, however, unlike the existing house we plan for the garage to face north, making the house have
two fronts a north and a west. This is common, especially on corner lots. The lot runs almost 500 feet
north to South making most people wanting the south to be there back yard. It is the largest area and
has the best views and allows for a walkout lower level which is very desired.
The changes that we have made to catchers Creek 2nd addition have created a need for 4 variances but
have provide a number of benefits to the property and citizens of the City. Our original plan provided an
additional access on to Prairie Road which would have created some confusion and risk of another
intersection so close to the other. Second, the trail and utility easement will not only provide a safe
access to the bike trail access, but will provide the ability for the City to run a water line south down
Prairie and connect to the water line on the south side of Coon Creek creating a large loop in the. Cities
water supply system, including over 400 existing homes.
Thank you for your time and consideration.
Sincerely,
Mark Smith
October 6, 2015
City Council Meeting Minutes
Regular Andover City Council Meeting
Minutes — October 6, 2015
Page 4
Council ember Bukkila asked for Mr. Berkowitz to explain what the potential life span of the
road will b . Mr. Berkowitz stated they anticipate ten to fifteen years of prolonged life to the
road before the have to go in and rehab it again. If the base course stays good, it could
potentially beano%ermillsnd overlay and they would continue to evaluate it as they go.
Councilmember ked how the 4.5% interest rate determined. Mr. Dickinson explained
the interest rate determination process with the Council.
Motion by Goodrich, Seconded b4ukkila, to approve resolution R083-15, adopting the
assessment roll for Project 15-14, Th eadows of Round Lake Overlay. Motion carried
unanimously.
CONSIDER REZONING—R-1, SINGLE FALYRURAL TOR -4, SINGLE FAMIL Y URBAN
— CATCHER'S CREEK 2ND ADDITION— MA SMITH
Mr. Carlberg explained the City Council is asked to rev' w and approve the request to rezone the
Catcher's Creek 2nd Addition properties from R-1 Single F ily Rural to R-4 Single Family Urban
as requested by Mark Smith.
Mayor Trude asked because this is a change to the ordinance, will th Council need to approve the
ordinance and adopt or approve a summary publicationof the ordinance. Mr. Carlberg stated they
don't when it becomes a zoning district because they have to have a legal galde ofthe property.
What is before the Council is what needs to be adopted and published.
Motion by Holthus, Seconded by Bukkila, to adopt the ordinance to change from R to R-4 in the
Catcher's Creek 2'd Addition. Motion carried unanimously. (See Ordinance 450)
;.d
NSIDER PRELIMINARYPLAT— CATCHER'S CREEK2NOADDITION—MARKSMITH
Carlbergstated the City Council is asked to review the preliminary plat for Catcher's CreekAddition. The proposed plat contains 27 urban residential lots as proposed by Mark Smith.
Mr. Carlberg reviewed the staff report with the Council. He noted there is an addition to the
resolution in the Whereas section: "Whereas, Mark Smith has requested a .6 foot variance for
Lots 1 & 2, Block 2 which meet the review criteria for the granting of a variance under City Code
12-14-7 B; and..."
Mr. Carlberg reviewed the trail easement with the Council.
Mayor Trude stated she would not gate the easement because it is public land that people could
access. She thought the easement was for the public enjoyment. Mr. Carlberg stated the trail
easement would allow the trail but it would still be private property except for access to the trail.
Regular Andover City Council Meeting
Minutes — October 6, 2015
Page 5
Mayor Trude stated she has talked to people about adding woodchips to identify the trail because
there is so much wildlife in the area and people in the area will really appreciate being able to get
to the creek. Mr. Carlberg stated it is a trail easement and they would want to define something,
he thought this triggers discussion.
Mayor Trude did not want the access to be gated because it gives people the impression that it is
not public.
Mr. Carlberg reviewed some landscaping and tree preservation throughout the plat with the
Council.
Councilmember Goodrich wondered in regard to the 15 foot variance to the south if they would
be setting a precedent by approving this. Mr. Carlberg stated this is not a variance request, all
they are doing is reducing the trail easement area the City will take. Once built we might come
back to reduce the easement even further but want to make sure there is enough room to get the
trail built.
Councilmember Bukkila stated her concern is on outlot A. It looks like the distance from the
edge of the house to the easement is not very far and does not look like a very good piece of
property to build a house on. Mr. Carlberg stated the deviation they are looking for in the trail is
that the fifteen feet does let that lot be in compliance. Mr. Berkowitz stated they can reduce the
city trail easement but that does not mean the Coon Creek Watershed District will reduce their
easement along the Coon Creek. Their easement is really for maintenance.
Mayor Trude stated they will have an asphalt section of trail on Holly Street which will take
people to the easement area and the easement area will potentially allow people to enjoy the
wildlife of the creek whether they have asphalt there or not. She envisioned this area to be a
viewable open space until they can get the money to pave a trail there with asphalt. She would
hate for the future homeowner to start fencing back there and thinking that people will not be
back there when this is a public amenity in this area. Mr. Berkowitz stated that is what the
easement is for, to ensure people do not put up fences there.
Mr. Carlberg stated Mr. Smith wanted to talk to the Council about the water main extension and
looping coming off Prairie Road. Mr. Mark Smith stated there are two parcels involved with
this. The north parcel has the majority of the lots and the southern piece he purchased as a way
to get the trail completed for the development and it fit nicer with the other lots. He noted he is
only getting seven lots out of the southern piece because it is mostly a low area. The downside to
buying this is because it comes out to Prairie Road, there is a long stretch of side yard and staff
requesting a water loop system to help about 900 homes in Shadowbrook and Crown Point,
basically the entire water system and not just the southern property so he has seven lots that will
need to pick up a $25,000 tab because he has a lot that runs about 540 feet along Prairie Road. If
he had a normal yard the cost would not be as much. He thought that putting $25,000 into a
water system that helps the entire City does not seem like a very fair thing for him and the people
Regular Andover City Council Meeting
Minutes — October 6, 2015
Page 6
purchasing the lots.
Mayor Trade stated this will be worked out in the development agreement but wanted to give Mr.
Smith the opportunity to present his side. She asked Mr. Smith if he was comfortable with
allowing this to continue with negotiations between the City and himself as they move ahead
from the preliminary to final plat on that one topic. Mr. Smith indicated that would be fine.
Mayor Trude thought this was an issue that the Engineering Department was trying to find if
there was a similar situation that has occurred and how that was worked out. She stated this is
something they would consider and take under advisement at this time.
Councilmember Holthus stated her concern is that Rather south on Prairie Road where the
houses are closer together everyone has a fence which is a different style and not the most
aesthetically pleasing to look at driving down the road. She wondered if there is any thought of
having a requirement of uniform fencing. Mr. Carlberg stated they have had some discussions
about fencing issues along Hanson Boulevard and other corridors at the Planning and Zoning
Commission level. He thought this was something they needed to discuss and get feedback from
Council. This would take a complete code change to the fencing regulations to enforce uniform
fencing.
Motion by Bukkila, Seconded by Goodrich, to approve the preliminary plat subject to the
conditions of resolution R084-15, as amended. Motion carried unanimously.
ADMINISTRATOR'S REPORT
City Staff updated the Council on the administration and city department activities, legislative
updates, updates on development/CIP projects, and meeting reminders/community events.
MAYORICOUNCIL INPUT
(Anoka County Elected Officials Meeting) Mayor Trade stated there is an Anoka County Elected
Officials meeting which they need to RSVP to N/fr.,Dickinson. Coon Rapids Mayor Koch is hosting
it at Bunker Grill and he will be updating what is happening in Coon Rapids.
(Parks) Mayor Trade stated she talked to the Park and Recreation Commission Chair about some of
the changes they made with funding and she thought they are starting to be on the same page and
appreciated staff help with this. She stated they are still spending close to $145,000 to $200,000 a
year on amenities in the parks, even with the budget shift. The $90,000 the City Council is now
committing to maintaining what they already have in place is to maintain the six millionplus
investment they have made over the last decade. She stated the Council is continuing to show strong
commitment to parks and there is an interest by the Park and Recreation Commission in being
involved with City staff in deciding the priorities of some of the maintenance projects and will
continue to see them involved in the community park system. She stated there will be additional
flexibility to address individual neighborhood needs. She thought the Council could consider having
Approved Resolution R084 -15
CITY OF ANDOVER—
COUNTY OF AtNOKP.
STATE OF MINNESOTA
RES. NO. R084-15
A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "CATCHER'S CREEK 2"a
ADDITION" FOR PROPERTY LEGALLY DESCRIBED AS:
That part of the Southwest Quarter of Section 25, Township 32, Range 24, Anoka County, Minnesota,
lying South of the North 1150.15 feet as measured at right angles to the North line thereof; lying Nest
of the East 200.00 feet as measured at right angles to the East line thereof, lying East of the East line of
Prairie Road and lying North of the following described line: Commencing at the Northeast corner of said
Southwest Quarter, thence South 0 degrees 03 minutes 42 seconds East, assumed bearing, along the
East line of said Southwest Quarter a distance of 1760 feet to the point of beginning of the line to be
herein described; thence North 82 degrees 00 minutes Nest 402.98 feet; thence North 82 degrees 59
minutes 02 seconds Nest 315.05 feet; thence North 86 degrees 28 minutes 27 seconds West 187.57
feet to the East line of Prairie Road and there terminate.
Q4
The South 300.15 feet of the North 1150.15 feet, as measured at right angles to the North line, of that
part of the Southwest Quarter lying East of the East line of Prairie Road (as located on 5/22/69).
Also that part of the East 200.00 feet, as measured at right angles to the East line, of that part of the
Southwest Quarter lying South of the North 1150.15 feet as measured at right angles to the North line
thereof and lying North of the following described line: Commencing at the Northeast comer of said
Southwest Quarter; thence South 0 degrees 03 minutes 42 seconds East, assumed bearing, along the
East line of said Southwest Quarter a distance of 1760.00 feet to the point of beginning of the line to be
herein described; thence North 82 degrees 00 minutes West 402.95 feet and there terminate. All in
Section 25, Township 32, Range 24, Anoka County, Minnesota.
W
Outlot A, Outlot B and Outlot C, CATCHERS CREEK, Anoka County, Minnesota.
WHEREAS, Mark Smith has requested approval of a prelinunary plat for Catcher's Creek 2" Addition;
and
WHEREAS, Mark Smith has requested a .6 foot variance for Lots I R 2, Block 2 which meet the review
criteria for the granting of a variance under City Code 12-14-7 B; and
WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and
WHEREAS, pursuant to published and mailed notice thereof, the Planning and Zoning Commission has
conducted a public hearing on said plat; and
WHEREAS, as a result of such public hearing, the Planning and Zoning Commission recommends
approval of the preliminary plat to the City Council.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees
with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of
Catcher's Creek 2"d Addition with the following conditions:
I . Park dedication as recommended by the Park and Recreation Commission at the October 1, 2015
meeting.
2. City of Andover Engineering staff comments dated September 21, 2015 and September 14, 2015
shall be satisfactorily addressed prior to any grading of the site. The Andover Engineering
Department will determine when all items have been addressed.
3. Coon Creek Watershed District comments shall be satisfactorily addressed and the permit has
been issued prior to any grading of the site.
4. A detailed Tree Removal/Preservation Plan shall be submitted that shows areas of tree removal
and areas of tree preservation. The Plan shall be approved by the Andover Natural Resources
Technician prior to any grading of the site.
5. The applicant shall be responsible for the cost of construction of all improvements proposed as a
part of the preliminary plat.
6. Approval is contingent upon the applicant providing public easements of sufficient size to allow
construction of public streets, sanitary sewer and water utilities to serve the plat in compliance
with the City Code.
7. On the lots that are impacted by the floodplain, building permits will not be issued until the final
plat has been recorded with Anoka County and the Federal Emergency Management Agency
(FEMA) approves the request for a Letter of Map Amendment (LOMA).
8. Such plat approval is contingent upon the rezoning of the properties to accompany single family
urban residential development.
9. A separate trail easement document will be required for the proposed trail easement located
between Lots 14 and 15, Block 3 and the 100 foot trail easement along the north side of Coon
Creek, with a reduced trail easement of 85 feet for the southern portion of Lot 15, Block 3.
10. As part of the submittal of the final plat, the developer shall submit a vacation request to vacate
15 feet of the existing trail easement on Outlot A, Catcher's Creek.
11. A 0.6 foot variance is granted for Lot 1 and Lot 2, Block 2 to decrease the lot depth on a double
frontage lot from 140 feet to 139.4 feet.
12. Prior to final plat recording at Anoka County, a development agreement acceptable to the City
Attorney must be executed by the Developer.
Adopted by the City Council of the City of Andover this 6h day of October, 2015.
TTEST
Irl �lti,�
Mic elle Hartner, City Clerk
CITY OF ANDOVER
Q2,eXrade, Mayor
C I T Y O F
7�-tNDOVER;�Pm
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 (763) 755-5100 �•>
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV > >,
MEMO MAWOM t�
TO: Stephanie Hanson, City Planner -4
N
FROM: David Berkowitz, Director of Public Works/City Engineer D125
Jason Law, Asst. City Engineer xg -4
DATE: April 17, 2017 C
REFERENCE: Catchers Creek 2nd Addition/Grading, Drainage & Erosion Control Plan/Re
#3 -Revised Plat
General Comment: One option that the developer could consider would be eliminating the
roadway connection at 143rd Avenue and Prairie Road. Lot 7 in the current submitted plan could
be eliminated, and lots 5 and 6 could be reconfigured so no variances are required. While this
access location does meet the spacing requirements in the City Code, limiting access points on
higher volume collector streets is desirable. If this option is pursued, revise all necessary plan
sheets accordingly.
The followina comments have vet to be completed in reaards to Review #1 -Revised Plat:
7. C-3.0 & 3.1: In the Site Data table, include the line items marked on the plan and adjust the
density calculation. This is consistent with the Metropolitan Council formula and guidelines.
Not done. Included is a copy of the Engineering Plan Review Checklist with required
information on the plan for Met Council reporting. This will also be emailed to the
developers engineer and it is also available on the Engineering Department webpage at
www.andovermn.gov.
The following comments are in regards to Review #3 -Revised Plat:
301. C-2.1: Show the trail removal required for construction of the water main along Prairie Road.
This was previously shown in the approved grading plan on file prior to the current proposed
layout.
302. C-4.0&4.1: Show the water main proposed along Prairie Road centered in the right of way.
This is important so the utility can be repaired/replaced in the future without impacting the
property to the east.
303. Additional comments pending further review.
Note: It is a requirement that the Developer respond to each of these items in writing when re-
submitting the revised plat to the City. Please submit written responses on the same sheet
format. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at .
(763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133.
Revised 3/24/17
Comments:
GRADING, DRAINAGE, AND EROSION CONTROL PLAN
Approved
Denied/
Pending
N/A
rim and invert elevations), hydrants, gate valves, trees, significant
vegetation, trees, landscaping, water courses, lakes, marshes,
❑
❑
❑
wetlands, rock outcrops, and any other significant physical features
within the plat and to a distance of one hundred (100') feet beyond.
Include a note regarding the utility quality level (refer to CUASCE 38-
02).
Contours at vertical intervals of not more than two (2') feet, except
❑
❑
❑
that where the horizontal contour interval is one hundred (100') feet or
more, a one 1') foot vertical interval shall be shown.
❑
❑
❑
Include note stating which firm completed the topo survey with date.
❑
❑
❑
Elevation of all existing property lines adjacent to plat (field verified).
Comments:
GRADING, DRAINAGE, AND EROSION CONTROL PLAN
Approved
Denied/
Pending
N/A
Show all erosion control measures as needed (silt fence, inlet
❑
❑
❑
rotection, rock construction entrance, rip rap, etc).
Show site triangle at all intersections within and into / out of the site.
Base upon most restrictive of Cases IIIA, IIIB, and IIIC in the
MnDOT Road Design Manual, Chapter 5, Section 2.02 (assume
vehicle on minor street is stopped). Make sure there are no
❑
❑
❑
obstructions greater than 2' in height (grading or landscaping) within
this triangle. Also show these on a landscape plan (if provided). Any
city street that intersects with a County road shall meet the
requirements of the Anoka County Highway Department.
❑
❑
❑
N e on p an't at developeri�fo removing on
control features upon establishment of permanent erosion control.
This should also go on the preliminary plat. Table with the following
areas provided: 1) Gross Residential Area; 2) Wetlands, Water Bodies
and Non-Stormwater Ponds (including 16.5' buffer); 3) Public Parks /
Open Spaces; 4) Arterial Road ROW; 5) Floodplain (excluding 2
❑
❑
❑
above); 6)Net Residential Area; 7) Total lots; 8) Total Units; 9) Net
Density (units/acre); 10) Right of Way Area; 11)County Right of Way
Area (if any); 11) Road Miles. Calculate areas to the nearest 0.1 acres.
The Net Residential Area= 1-2-3-4-5
❑
❑
Ide ify construction entrance locations nstractt
Identify temporary erosion control measures to protect in-place and
proposed storm sewer inlets. Add note stating inlet protection shall be
❑
❑
❑
removed by the contractor prior to winter freeze, and replaced in the
spring if site stabilization is not achieved, or at the direction of the
City Engineer.
I DRAFT
2
3
4
5
6
7
8
PLANNING AND ZONING COMMISSION MEETING —APRIL 11, 2017
9
10
The Regular Bi -Monthly Meeting of the Andover Planning and Zoning Commission was
II
called to order by Chairperson Daninger on April 11, 2017, 7:00 p.m., at the Andover
12
City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota.
13
14
Commissioners present: Scott Hudson, Bert Koehler IV, Kyle Nemeth and Steve
15
Peterson
16
17
Commissioners absent: Timothy Cleven and Jeff Sims
18
19
Also present: Community Development Director, Joe Janish
20
City Planner, Stephanie Hanson
21
Associate Planner, Dan Krumwiede
22
Others
23
24
25
APPROVAL OFMINUTES
26
27
March 14, 2017, Work Session
28
29
No changes from staff or corrections were identified.
30
31
There was not a quorum so the March 15, 2017 Work Session minutes will be considered
32
at the next meeting for approval.
33
34
March 14, 2017, Regular Meeting
35
36
No changes from staff or corrections were identified.
37
38
There was not a quorum so the March 15, 2017 Regular Meeting minutes will be
39 considered at the next meeting for approval.
r
PUBLIC HEARING: PreliminaryPlat Revisions and Variance ance Requests — Catcher s
Creek 2n"Addition
44
City Planner Hanson reviewed the proposed preliminary plat revisions and variance
45
requests for Catcher's Creek 2"d Addition. On October 6, 2015, City Council approved
46
the preliminary plat for 27 urban lots. Two variances were granted at that time. Mark
Regular Andover Planning and Zoning Commission Meeting
Minutes—April 11, 2017
Page 2
1 Smith submitted a revised preliminary plat for 28 lots and is requesting 5 additional
2 variances. The revised plan eliminates the 143`d Avenue NW access point to the
3 development; thus creating an additional lot. Ms. Hanson described the individual
4 variance requests related to lot widths for Lots 5, 6, 7, and 8. Ms. Hanson also reviewed
5 the criteria in the City Code for variances.
7 Mr. Daninger noted that there were two resolutions in the materials; one if the plat
8 revisions are approved and another if denied. If denied, the findings of fact must be
9 determined.
10
11 Commissioner Peterson requested a review of the criteria for "practical difficulties." He
12 also asked if all of the review criteria needed to be met. Ms. Hanson indicated that all
13 should be met and gave an example of a practical difficulty.
14
15 Commissioner Nemeth asked if the reason for the plat revision was primarily so the street
16 is eliminated as an access point. Ms. Hanson stated that Mr. Smith can answer that
17 question.
18
19 Commissioner Nemeth asked for clarification, believing that the access to lot 6 is not
20 changing, but that a culvert needed to be changed or updated. Ms. Hanson confirmed that
21 the driveway would be in the same place.
22
23 Commissioners asked if the engineering memo was shared with Mr. Smith. Ms. Hanson
24 replied that he did receive engineering comments for the second review of the plat. Today
25 she received the revisions to the plat from the developer; however staff has not had a
26 chance to review the changes yet. The developer may have already addressed staff
27 comments.
28
29 Commissioner Hudson asked how the front of the home is defined. Ms. Hanson stated
30 that the front would be facing Prairie Road as the front lot line is defined as the portion of
31 the property abutting the street.
32
33 Commissioner Koehler asked if there were future plans to widen Prairie Road. Ms.
34 Hanson does not believe so but will verify that with the Transportation Plan.
35
36 Chairperson Daninger asked about the original plat and variances. Ms. Hanson
37 confirmed there were two variances approved for .6 -feet for lot depth on lots with double
38 street frontage.
39
40 Commissioner Peterson asked what would happen if variances were denied. Ms. Hanson
41 confirmed that the plat would revert back to what has already been approved.
42
43 Motion by Nemeth, seconded by Peterson, to open the public hearing at 7:22 p.m.
44 Motion carried on a 5 -ayes, 0 -nays, 2 -absent vote (Cleven and Sims).
45
Regular Andover Planning and Zoning Commission Meeting
Minutes—April 11, 2017
Page 3
1 Commissioner Nemeth stated that he was concerned that 143rd would be the only
2 entrance to the development. He also referenced the staff memo citing multiple variance
3 requests. Mr. Smith stated that he did not think he had seen it yet.
4
5 Chairperson Daninger asked Mr. Smith what he would do if denied the plat revision. He
6 stated that he would be disappointed and that he was concerned about the entrance.
8 Mr. Smith asked if Carson Ridge was a PUD. Ms. Hanson confirmed that it was a PUD.
9 Ms. Hanson also clarified that there were 2 original variances and 4 new ones for a total
10 of 6. Mr. Smith was asked to show illustrations of how the driveways might be
11 configured. He stated that he sees the longer driveways as a benefit to the development.
12 He also showed a photo of a house with a side -loaded garage and a front door on the
13 other side, as would be the case on lot 6. He pointed out that the requested variances are
14 small, while still meeting a majority of the City requirements and the lots are very large.
15 There would be 400 homes that would benefit from the new trail connection.
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
Commissioner Peterson asked about eliminating one access point to the development.
Mr. Smith stated that 144th seems to be a better way to split/disperse the traffic.
Commissioner Nemeth asked how many lots are in Catcher's Creek l s` Addition. Mr.
Smith stated there are 68 lots.
Chairperson Daninger stated that he felt that there may be some opportunities to reduce
the number of variances. Mr. Smith indicated that they plan to start working on the
development in the next couple of weeks. When asked why this plan was not proposed at
the initial time, Mr. Smith stated that he missed it, partially because they were looking at
trying to save the existing houses. Once they realized the houses would be hard to save,
they considered a revised plat.
There was no one else in the audience to speak at the public hearing, beyond the
applicant:'
Motion by Koehler, seconded by Nemeth, to close the public hearing at 7:40 p.m.
Motion carried on a 5 -ayes; 0 -nays, 2 -absent vote (Cleven and Sims).
Commissioner Koehler asked about the additional review from engineering going out to
Mr. Smith, wondering what might have been addressed, noting that his fellow
Commissioners had similar questions.
Chairperson Daninger noted that tonight's request is for what has already been presented.
Commissioner Koehler indicated that it would be easier to approve if Commissioners had
more information and less variances to consider. He wondered at what point it would
need to be considered a PUD. Ms. Hanson stated that a PUD is a flexible planning tool.
The developer needs to request a PUD. PUD's are not used because of a number of
Regular Andover Planning and Zoning Commission Meeting
Minutes—April 11, 2017
Page 4
1 variances requested or needed. The most recent PUD granted was related to low impact
2 development for the Preserve at Oak View.
4 Mr. Smith reviewed the memo from the Engineer.
6 Chairperson Daninger repeated that the Commission had to vote on what was originally
7 proposed for the plat revision.
9 Ms. Hanson stated that any updated request may need to come back to the Planning and
10 Zoning Commission before going to the Council.
11
12 Commissioner Hudson expressed concern with the number of variances and the roadway
13 changes and the ability to prove "practical difficulties."
14
15 Chairperson Daninger asked if anyone was in favor of approval. No Commissioners
16 responded. Then he asked if a Commissioner would like to make a recommendation for
17 denial.
18
19 Commissioner Nemeth indicated he would still like to see .143rd as an access point.
20 Commissioner Koehler expressed agreement, as did Commissioner Peterson.
21
22 Commissioner Koehler stated that the revised plat had an advantage, in that the lots
23 would lose streets on both their borders.
24
25 Chairperson Daninger thanked everyone for the good discussion.
26
27 Commissioner Peterson expressed his feeling that the challenges bringing about the need
28 for the variances were not unique to the property and is essentially created by the
29 landowner. Chairperson Daninger was in agreement and expressed support for shifting
30 of the lots [to reduce variances].
31
32 Commissioner Nemeth voiced support for a recommendation of denial of the plat
33 revision due to: 1) plight of the landowner is due to circumstances not unique to the
34 property but is created by the landowner; 2) 143`d should connect to Prairie Road to
35 create additional access to the development; and, 3) plat/lots could be reviewed/changed
36 so less variances would be needed.
37
38 Commissioner Koehler reiterated that more work needs to be done, prior to consideration
39 of a new proposed plat, for approval.
40
41 Commissioner Peterson would like to hear from staff about their thoughts on the trail.
42
43 Motion by Nemeth, seconded by Koehler, to recommend approval of Res No.
44 denying the preliminary plat of "Catcher's Creek 2nd Addition" and variances for said
45 property based on the following rationale:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
Regular Andover Planning and Zoning Commission Meeting
Minutes—April 11, 2017
Page 5
1) Plight of the landowner is due to circumstances that are not unique to the property
and have been created by the landowner.
2) 143`d should connect to Prairie Road to create additional access to the
development.
3) Plat/lots could be reviewed/changed so less variances would be needed.
Motion carried on a 5 -ayes, 0 -nays, 2 -absent vote (Cleven and Sims).
City Planner Hanson stated that this item would be before the Council at the Tuesday,
May 2, 2017 City Council meeting.
OTHER BUSINESS
Mr. Janish updated the Commission on the progress at the Shoppes'at Andover. Three
tenant spaces remain open. The Andover Theatre is updating their seating, which will
reduce seating by one-half, but it will be more luxurious. Construction at the Estates at
Arbor Oaks is proceeding with siding. Bunker Lake Blvd. is experiencing road closures.
Mr. Janish encouraged residents to sign up for weekly updates from the County that are
sent out on Fridays via email, noting there is a link on the City's website.
Councilmember Peterson congratulated the Andover High School Girls and Boys
Basketball teams for a great season. He also recognized Chairperson Daninger, as a
parent of a senior player.
Councilmember Nemeth asked if the City had been approached about new commercial
business. Mr. Janish confirmed that the Clock Tower Commons project is on hold for
now.
ADJOURNMENT
Motion by Koehler, seconded by Nemeth, to adjourn the meeting at 8:06 p.m. Motion
carried on a 5 -ayes, 0 -nays, 2 -absent vote (Cleven and Sims).
Respectfully Submitted,
Marlene White, Recording Secretary
TimeSaver Off Site Secretarial, Inc.
LOT AREA TABULATION
Lot
Block
Sq. Ft
1
3
72,251
2
3
40,211
3
3
41,024
4
3
41,994
5
3
44,259
6
3
47,953
7
3
52,146
a
3
11,541
9
3
14,719
10
3
14,787
_]25,fi75 16.659
3
4,809
12
3
17,205
13
3
16,379
14
3
32,145
15
3
27,441
SITE DATA:
SETBACK .REQUIREMENTS.
Current zoning =
R-1 Slagle Family Rural Residential
Front Yard =
35 ft.
Proposed zoning =
R-4 Single Family Urban Residential
Rear Yard =
30 ft.
Proposed Use =
Urban Residential
Side Interior
10 ft
Watershed District =
Coon Creek Watershed District
Side Camer =
35 ft.
County Road =
40 ft.
Attached Garage (Interior Lot Line) =
6 ft.
SO. FT.* ACRES t
Minimum Lot Width At Setback =
80 ft.
Total Site Are.
_]25,fi75 16.659
Minimum Lot Depth =
130 ft.
Right -of --Way Area
= 71,276 1.636
Minimum Lot Areo = 11,400
of.
Net Area
654,399 15.023
Average Lot Area = 24,236 at.
Total Number of Lots
= 27
Maximum Principal Structure Height =
35 ft.
Total No. Units
Net Density
27
= 1.8 U/A
Owner / SubdiWder: Mark Smith
Total Road Miles -
= 0.22mi.
°Har Lake Orlve
212° 2120Paul,
Easement Area
= 393,577 9.035
Saint MN 55110
Designer/Srrreyor. Landform Professional Services
105 South 5th. Avenue
Minneapolis, MN 55401
CATCHERS CREEK
2NDADD/T/ON
City ofAndover
Anoka County, Minnesota
LEGAL DESCRIPTION :
That pad of the Southwest ouader 0 Section 25,'
lying South of the Nodh 1150.15 testas measured
of the East 200.00 feet as measured at tight angle:
Prairie Roxf and Irina NDdh of the followin. descn
Tna 5..0300.15 feet D1 Vie Noma 1150.15 feet ane measuratl at right angles to Ne Noah lin, of that
__ I I III I I I I II t I I I I 1 \ 1e padof Ne Southwest Quarter lying East ofthe East Pre of Prsirie Road (as bwled on 522/69)
Also%at pad of Ne Fast 200.00 feet, as measured at nght angles to Me Fast fn e. of that padof Ne
Southwest Duarte lying South of the North 1150.15 feet as measuratl at right ea9lea to the Noah line
II III I II �; II I I I \ thenafand lying North ofthe following necaZed line: Commendagatlhe Northeastoomerofsaid
II III I II II
IIII p IIIlIIiII iII II e_ _ _ II III F IIII III t,' II East ruthnwaee ofesid
dSoullwst st Soa90tleti9tsrean ecf17 e.00efeewfo
Mse pEasntt, oafssbeumginendinhgeof'Me
ainst.
i
tN
h.endesauxMan. Noun
82dosOD butes
West 4D29B feet and there terminale. PL in�Secgon 25, Township 32, Range 24. Anoka C.unty. Minnsota.
-
Add
s''
I 22- I 2.0I 19 I • I I: ' i /-�' / Ougm A, 001(ot B and Canal C, CATCHERS Anoka oka County, Minnesota.
Property Area = 725,675 Sf. = 16.659 Ac.
a4 -�-- -
144
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II wo. Il 1n I 140.04 Im m'i 153.1 m1 I / j L/3 AVENUE i 143RD P.:+EME i•:. v'" shown 9thus:
L -s I I F6 Ism I� sze R,33 p9.42 --- -----_ 5-�I I
If II I
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193 I I 9a.o 52.0 o eo s 1 1�•7 II II
R=94973 ll= R=20"
03324 -_- i Im ran 8 I 9 I F- II I Being 5 feet In width and adjoining
L=9.23 -= 143RD ane �.I h v I w I 8 4 lot linea, anleas otherwise ahown,
II ' r I I Ian I II II I and 10 feet In width and adjoining
1189'23 21' W 66.6 �' I 1 eo.D / I I 7 1 F 11� 1 11 II I 1 street [tn. as shown as the plot
II II q, 702 80_0 80_0 3. 6fi.7 �� I 1 I 1 1 I 1 If N II I I Bearings shown are based upon as
-- - 11 11 =asoma. datum.
I D s I I aD.o I I eo.o I I eo.o- l ao.o I 8 I I I I 11 11311 II I I
I 11 II I 11 I L-- ers J L-- tozzl_J roll II
20 II
If
1�7 alIl II II
Of
LAND 134.8 1
I---_--�_-
III PRS Y
I I I I I I I 1 I I L WII ?; II I NOT F CONS RUCTION
I t MII If -
50 0 50 100 150
Scale 1" = 50'
A.
�qa
W
Wy,r >o
U� �mas
Rail
YR
¢Nrn
C-3.0
II
II
93 I�
R=94973 II
^0.33'24" L
L=9.23 --
�I N891123
II II
it 11
II If
'
12011
if
II
11
I II
Bituminous
I Tmd II
lI Il
/ / n
/ CZ,
SITE DATA:
� __ J 2✓a'L
Current zoning =
R-1 Single Family Rural Residential
/zp /J/
R-4 Single Family Urban Residential
Proposed Use
Urban Residential
•': :// {rye ed'
rcR`
?"•// /.`jam
1928_%_ °-
,•'// --_.192.82
N85.59'54"W--,-
SITE DATA:
� __ J 2✓a'L
Current zoning =
R-1 Single Family Rural Residential
Proposed zoning =
R-4 Single Family Urban Residential
Proposed Use
Urban Residential
Waterehed District =
Coon Creak Watershed District
County Road =
SO. FT.•- ACRES _t
Total Site Area
- 725,675 16.659
Right -of -Way Area
= 71,276 1.638
Net Area
= 654,399 15.023
Total Number of Lots
= 27
Total No. Units
= 27
Net Density
= 1.8 U/A
Total Road Miles
= 0.22.1.
Easement Area
= 393,577 9.035
I ,,
� __ J 2✓a'L
Front Yard
35 ft.
23.157.0
017 , r-_
83.9
--I r-_
Side Interior -
1..�1
Side Comer =
35 fl.
County Road =
40 ft.
Attached Garage (Interior Lot Line) =
6 fL
Minimum Let Width At Setback =
60 K
CBI
130 ft
Minimum Lot Area = 11,400
of.
Average Lot Area 24,236
of.
Maximum Prindpd Structure Height =
103.7
Owner/ Subdivider. Mark Smith
'
2120 Otter Lake Drive
\
Saint Paul, MN 65110
let Imes, undoes otherwise shown,
and 10 feet In width and adjoining
Designer/Surveyor: Landform Profeesienol Services
105 South 5th. Avenue
. street lines as shown an the plat
II 60 I
Bearings shown are based upon on
assumed datum.
3
9I
I
I
143RD
r'
I
I Ig
IN
a I j
II I
//I
I
7 I-
I
I I
8900
e0_0 3. 6s.7
66c I
r'
I 80.0
I
I
I I
I'
I I
I
I
m L
I
0.080.0
I
6 I I
I I
I I 1311
z i I
3 i i 4 I
I s I
I
�J
��
r -78Z7---
I I
I I I
I I I
L1
�� �'-WE
LAND
I
64.6 10
I
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$II II
Call ': II
-1
L- --J
I
sa
I I
°Jll II
SII
I
.
L- ---
I
/
Ffes.o ---
-
T LAND--�
I
I
II II
185.1
II
L
a
ca
Is
/
.. ..
m
167.4 / >2
re
11 if
se st
N_ �N
o n
an
m
I
II II
II l�j
Isa
-� WET LAND
IJ
j/
r��19A5
U
13
N82302
W--
Oftsh No. 5 ------ , �
SETBACK REQUIREMENTS:
e
Front Yard
35 ft.
Rear Yard =
30 ft.
Side Interior -
10 ft.
Side Comer =
35 fl.
County Road =
40 ft.
Attached Garage (Interior Lot Line) =
6 fL
Minimum Let Width At Setback =
60 K
Minimum Lot Depth =
130 ft
Minimum Lot Area = 11,400
of.
Average Lot Area 24,236
of.
Maximum Prindpd Structure Height =
35 ft.
Owner/ Subdivider. Mark Smith
'
2120 Otter Lake Drive
\
Saint Paul, MN 65110
let Imes, undoes otherwise shown,
and 10 feet In width and adjoining
Designer/Surveyor: Landform Profeesienol Services
105 South 5th. Avenue
. street lines as shown an the plat
Minneapolis, MN 55401
6fm. -4-,_
400 N81'31'2�"yy 1z0.a 54.3
-�_
LEGAL DESCRIPTION :
Thalpanot the S.thwesl Ouanefof Section 25, Tormship 32, Raage24, Armka Countg M m..t@,
Tying Bouin of Pe NCM 1150.15 not as measIIadainghtangles to Na NoM fine themaf, lying Wast
M(he E.4200.00 testas measured atrfghtmQlas W the East line thereof lying East of On. East line of
Prairie Road and lying NoM oftlre followingdesv3ed tins, Commandng at Ne Northeast comer of said
Southwest Ouader, then. South 0 degrees 03 minutes42 seconds East, assumed bearing, along Ne
East line ofeaid Southwest Oueder a dislareadi16U feet to Me pointof beginning aide line W be
herein desalted; thence North 82 do,.. 00 minutes West402.98 feet then. Nord, 62degrees 59
remotes 02 seconds Wes1315.05 feet then. Nath80 degrees 28 minutes 27se.ds West 107.5/
feet to the East line of peddle Road and there f ermhob.
And:
The South 300.16 fast of Ne North 1150.15 reet as measured at right angles to the Noth line, of Nat
pad athe Southwest Ovaner lying East of gre East Nne of Fred. Read (.a heeled on SrZL69).
Alm Nat part 0 M Fest 200.01) feet as....,ad at fight studies to fine act u e, of that pan of the
Southwest Ouader lying South of the NCM 1150.15 feet as measured st right angles to the North line
Hereof and lying North of Ne following described fre: Commencing at the NoMeast comer of said
Southwest Quarte, then. SCAN 0d,.. 03 Moles 42 sends East...ad bearing. slang Ne
East tine of said Southwest Quarter a dsaMe,of1760.00fact to fine point of beginning of the line to be
M1erein tlesa3etl; thence NoM 82degrees W mites Wesf 402.98 feetard Here terminale. Min
Section 25, Tmmsltlp 32, Range 24, Arabs County, M'nnesof e.
And:
OWotA, Outlet Sand Outlet C. CATCHMS GREEK Anoka County, Minnesota.
Property Area = 725,675 Sf. - 16.659 Ac.
CATCHERS CREEK
2NDAVA0/T/ON
-ate- City ofAndover
Anoka County, Minnesota
LOT AREA TABULATION
5 1 4
5
jI n o
�nnk.
8 llv
®�And9d®lr
OUTLiiE Existln9 _
Trail ..
y u�~ Easement
to 0
TV
PR �9 �
NOT F OON 3TEc CTPON
50 o so too 1sD
Scale 1" = 50'
PROJECT Nougat
041029A
e
dz
si
if
I�
�o
Drainage and Utility Easements are
shown thus:
AS
zg.go
- os
-- e .
\
'
Being 5 feet In width and adjoining
\
10
let Imes, undoes otherwise shown,
and 10 feet In width and adjoining
. street lines as shown an the plat
\L4
Bearings shown are based upon on
assumed datum.
OUTLiiE Existln9 _
Trail ..
y u�~ Easement
to 0
TV
PR �9 �
NOT F OON 3TEc CTPON
50 o so too 1sD
Scale 1" = 50'
PROJECT Nougat
041029A
C-3.1
dz
si
�o
e gp
AS
zg.go
- os
-- e .
C-3.1
fr
g
LOT AREA TABULATION
1 1 14,567
6 271,095
2 1 13,177
7 2 i 42. )1
3 1 13,675
6 2 40.754
_)___- 15,891__H
9 1 2 I 41.666 11
Baso
-- I II III I I I I
I II Ilii I I I
I II Ilii I I I
I I1 � IIIIIj j I 1 I
I II 9TI I I I I
' I II IIt-1 I II
oC, 1 II
I II II �0v a
-y oy i
II �eR° g � 1 eery
it <0, 7p00oS89'S4ow
33.21
II � osN^,j --•--- � � � II
II 1w.
1
r I I e
589.23.21"E II o Id t39.af S I� m
6uT T 0
127.00-.,,.�1 �-5
11 3 III I
II IIiI7 I I 139.42 I
II •z
II a r I 1b I Ir
I 1 t L_ --- - -J
ii
g <
14°.°8 m l
II 5z to
I So 1z
it Was -- -
II 6511 m1 N r- uo.o -,a
If ; lI til I9 140.0 19
-i a III I 27 1 5 n
111.
I-
Lii 111 1 -� ----- '
193 III I r- -1os.z
155.9 y o
R=949.73 111 I lo, o 0
0'33'24" -ill= Ian
L=91123 -61-27.0 I
II N891 -2321"W
lilt
II 12D II I 5 I I
It 1�� rrti I�I
(1 I 1 7
1 �l Ilfl I { i® 8
SITE DATA:
SETBACK REQUIREMENTS:
Current zoning m
R-1 Single Family Rural Residential
Front Yard
35 ft
Propelled ..Ing m
R-4 Single Family Urban Residential
Rear Yard! =
30 f.
Proposed Use -
Urban Residential
Side Inferrer =
10 f.
Watershed District =
Coan Creek Watershed District
Side Comer
35 ft
/'
\
County Road
10 f.
Attached gg
(Setback r Let me)
S0. Fr. ACRES t
Minimum Lot Wdt1h At
50 R
Total Site Area
= 725,875 16.659
Minimum Lot Depth
130 R
Right -of -Way Area
= 60,326 1.385
Minimum Lot Arco = t.
Net Nea
= 665,30 15.274
Average Lot Area =
,]62
Total Number of Lots
28
Maximum Principal Structure Height =
A
Total No. Unita
Net Denalty
?B
a 1.8 U/A
Carder/ Subdivider. Mark Smith
m l
Total Road Miles
- O.17ml.
2120 Otter lake Orlm
Easement Ms.
393,5]] 9.035
Saint Poul, MN 55110
Oeslgner/Surveyor. Landform Professional SeMces
105 South 5th. Avenue
Minneapolis, MN 554°1
I II "^ I I •� I I
I II .r 1�"'4, I 22 21 - 20 I 19 I 18 - 17
1 i
wit I ��•:
---- ___
1{4T'r.---------------_____-__� // (�
II✓ i �''� _-__________ AVENUE o
11
y�it
eo I II III I
II If
I
a II i j I i { I I 8 I 180 II
MZII ,
6 I II II
N
it I I --� Z! 11
622.33 58923'21"E ---
I-
F- 1s1.e-I m.a eaD eo.o eon 9g.4 II w II
I
=- I W I I I I I comag a and
so151.9 �� U Ito Easement II F II
a l I I I I I I � I II NII I
SI 8 SII I I ---_ ° II x41,0
no
-S
rr� 8 rIL _ --_-] -_--_--_--,
III ILIIo_s_g_w_ n
JI oaN3 -------
T=
F 15
1 n I I I I I A l �J IIIIIII = I1II
lip 1
W 1 I 4 1 I 8 a 11 II
7 r IIeatti W.0 IL ---------J soL]f5fi 83 J_aII
11 I 153.1 _i I �i AVENUE i� 143R0 AVE -NUE N.W.
I s
CATCHERS CREEK
2ND ADDINON
City of Andover
Anoka County, Minnesota
LEGAL DESCRIPTION :
That pan of Me SmNwest Waaa of SeaSan 25, Township 32. Ra
lying South ofMe Ndb 1150.15 feet as measumd at rightangies 4
of Me East 200.00 feet as measured at right angles to Me East One
Prairie Rose and ging Nob of Me fdllowm, derail ed fine: Comma
Southwest Ovader, Menee South 0 degrees 03 minutes 42 second
The South 300.15 feet OIMe NOM 1150.15 feel, as measled at right angles M Me Nath fine. of Nal
pen of the Southwest Owner lying Esq 0the East One 01prase Road (as nated on 5@J69).
Aso Met pan of Me East Mao feet, as meanod at right angles to to East Ilne, of Mal pal of Me
Sandblast Quarter tyng S.M o1 to NOM 1150.15 fast as measured at right engin IO Me Nob One
Ihaeof and long Nath of Me foilawing descr'bed One: Lommmmp el the NoMeesl comer of sold
Southwest Olraor, Mance SauM a degrees 03 minutes 42 seconds East, espumed bearing, song Me
Esq Me of sued! Southeast Warted a Moral 011760.00 feet o Me point of beOuting of Me One to be
heel. deposited; Mance NOM 82 degrees 00 mantes West 40296 fast and Owre to rsh.1a. At In
Infian 25, Twmatep 32, Range 24, stoke county, rNnnwvd.
Md:
oudotA,O tOend Ou00t C,r TOHEBSOf1EE14Anoka County,Mhnmola
Property Area = 725,675 Sf. = 16.659 Ac
VGlvlci✓1GQi
�C.Q-f-10✓1 S
Drainage and Utlllty Easements are
shown thee:
0 5- �5 0
---L-J L -JF ---
Being 5 feet In width and adjoining
lot lines, unless otherwise shown,
and 10 het in width and adjoining
street On. a. shown an the plat
Bearings armed are based upon an
assumed datum.
Lir-RELMaI NARY I
I NOT FOR CONSTRUCTION
s° 0 so too 150
Scale 1" = 50'
0.
F�pa
+1 m t
N -a
•boas
0
fY, H s
C-3.0
I I
I
143RD
I
I
a1.1
1
I
13 1 IN < f4
//I
l
1
12
a
I
eo.o
i
I I I
I I
I
'� •'•-WE
LAND
1 11 f5 oJ.
S
I
m l
CATCHERS CREEK
2ND ADDINON
City of Andover
Anoka County, Minnesota
LEGAL DESCRIPTION :
That pan of Me SmNwest Waaa of SeaSan 25, Township 32. Ra
lying South ofMe Ndb 1150.15 feet as measumd at rightangies 4
of Me East 200.00 feet as measured at right angles to Me East One
Prairie Rose and ging Nob of Me fdllowm, derail ed fine: Comma
Southwest Ovader, Menee South 0 degrees 03 minutes 42 second
The South 300.15 feet OIMe NOM 1150.15 feel, as measled at right angles M Me Nath fine. of Nal
pen of the Southwest Owner lying Esq 0the East One 01prase Road (as nated on 5@J69).
Aso Met pan of Me East Mao feet, as meanod at right angles to to East Ilne, of Mal pal of Me
Sandblast Quarter tyng S.M o1 to NOM 1150.15 fast as measured at right engin IO Me Nob One
Ihaeof and long Nath of Me foilawing descr'bed One: Lommmmp el the NoMeesl comer of sold
Southwest Olraor, Mance SauM a degrees 03 minutes 42 seconds East, espumed bearing, song Me
Esq Me of sued! Southeast Warted a Moral 011760.00 feet o Me point of beOuting of Me One to be
heel. deposited; Mance NOM 82 degrees 00 mantes West 40296 fast and Owre to rsh.1a. At In
Infian 25, Twmatep 32, Range 24, stoke county, rNnnwvd.
Md:
oudotA,O tOend Ou00t C,r TOHEBSOf1EE14Anoka County,Mhnmola
Property Area = 725,675 Sf. = 16.659 Ac
VGlvlci✓1GQi
�C.Q-f-10✓1 S
Drainage and Utlllty Easements are
shown thee:
0 5- �5 0
---L-J L -JF ---
Being 5 feet In width and adjoining
lot lines, unless otherwise shown,
and 10 het in width and adjoining
street On. a. shown an the plat
Bearings armed are based upon an
assumed datum.
Lir-RELMaI NARY I
I NOT FOR CONSTRUCTION
s° 0 so too 150
Scale 1" = 50'
0.
F�pa
+1 m t
N -a
•boas
0
fY, H s
C-3.0
IIII (L"
III I
ie3 III r
R=949.173 lll Ie
-0'33'24"WLS i'^
L=9.23 27 00( 1
N89-23-21"wi L
111 on
II Ir b (
j
If 120 11II
-
II IIII I
' 81 1mbtous
F if
m f
1 / # L-�
l 11 lel/I
It,
lI til � m �•
dI I
It
q try /
-192.82
SITE DATA:
shelf
Current zoning -
R-1 Single Famay Burd Residential
Proposed zoning -
R-4 Single Family Urban Realdea lel
Proposed Bob —
Urban Roaldentlal
Watershed Dlstricf —
Coon Creek Watershed District
2
754
B
S0. FT.'- ACRES S
Totd Slee Anda
725,875 16.659
} Right—of—Way Meo
60,326 1.385
Net Arm
885,349 15.274
Tota Number of Late
2B
Total N. Units
= 28
Net Density
= 1.8 U/A
Tota Road MBes
= 0.17m1.
l Easddent Ares
= 393,577 9.035
143RD / ; if I
• �r/I � I I
I; I
-Pit
1 I I
I II t
I I fob ti
WET LAND
oad
Is�
N82'30729" -_ 3.0,6 sei
titch N. 57---------_ ,_
SETBACK REQUIREMENTS:
Front Yard = 35 R
Rear Yord = 3D it.
Side Interior . 10 f.
Side Comer = 35 f.
County Read 40 fL
Attached Gamgg (Interior Lot Line) 6 ft.
Minimum Lot yAdth At Setback Bo ft
Minimum Lot Depth = 130 It.
Minimum Lot Area m 11.14A X.
Ayeroge Lot Area 23,76
Ma%b11Ym Principal Structure Height = "'..Y 2 e
A
Owntt/ Subdidder. Mork Smith
2120 Olta MWk. Dri
N
Saint Poul, MN 551105110
Diefgntt/Surveyor. Landform Professional Servicd
10.5 South 50n. Ayenue
Mmneopolls, MN 55401
LAND
/ N 1
r--
1 11117
�'\� ^neo g8
111-T cBmNlfi
CATCHERS CREEK
2ND ADDINON
—a— City of Andover
Anoka County, Minnesota
LOT AREA TABULATION
Lot I
shelf
I Sq. FL
1
1
14,567
2
2 i
13.177
3
2
754
B
H�13.675
95
1D
2
,8196
LR;"
Z
208
121
2 <
52.146
8
1
21st
1
2
13,428
2
2
11,401
18
2 {
0
—A3--
4
2
11,564
5
2
12,901
11
W
-- IVf��I,V IGi ✓1C -e
I�c� �r3v\S
BI09�
6
2
71,095
7
2 i
42,446 j
8
2
754
B
2
41,68=
1D
2
44,151
LR;"
Z
121
2 <
52.146
�3,
2 (
111541
14
2 (
14,719
i5
2 (
14,787
18
2 {
14,609
{ 17
18
2 \
% 2
17,205
16,379
19
j 2
32,10.5
zo 3
2
27µ1
-- IVf��I,V IGi ✓1C -e
I�c� �r3v\S
Drainage and Utility Eaaemente are
ahown thus:
05 X50
A_—_
Being 5 feet In width and adpining
lot and. unless otherwlse shown,
and 10 feet in width and adjoining
atreet lines as ahown on the plat
Bearings shown are based upon an
assumed datum.
IV RII�LUYDVOY,I/" R Y
i NOT FOR CONSTRUCTION t
so 0 so 100 150
Scale 1" = 50'
pRaiLT NN9ER
041029A
1
's
s
F
sq
SEN Fon
C H .h
ys2
A cN,q ob.
4 W «in
C-3. f
19
20
LR;"
�tTLDT
jE
E:bBng
1-
Q
Troll,
Easemene
-� 402.98 N87' 120.8
A
I�3
•s3.
i_�'27"Wes
m�
8
E,
LEGAL DESCRIPTION-
I
ThatParef the Mweat amender of Secfim 25. Township 32, Range 24, Mob Caunly, Minnesota,
T
`�
lying Seem of Me NOM 1150.15 feet as measured at night angles to Me North line Mersah lyil0 Well
I
of Me East 200.00 feet is measured alright angles to Ne East (In. based, hing End of Me Hand line of
Re4ie Road and NOM of Ne Idowin Oeoibed Ane: Lmerawlin d Ne NOMeea1¢me—f-id
Send wast OueMgmNmes SauN 0 degrees 03 minutes 42 seconas East, wo u seed bearing, along Me
East line of said Soutewind Quarter a distance of 17M feel to Ne point of beginning of Me line to be
herein described', than. Nunn 82 do,,.- 00 mnutws Wed 402.98 fast Monro Note 82 degrees 59
minules 02 seconas Wast 315,05 last Mence Note W dogrea 28 minutes 27 smande Wert 187.57
feet to Me East fine of Raine Road and Mere idmnde.
And
The South 300.15 tied of Me North 1150.15 het as meeswed at dull angles IO Me Note fine, attend
part of Me Saud wed Gamer lying East of Me East fine of Praise Road (as IocatM m!WW69).
Ake Indeed! of Me East 200 00 Net as measure= d right angles m Me East lase, of Mat land Me
Southwest Quarter tying South of Me Note 1150.15 het Me measured at right angles to Me North line
Mereolend ryF8 Nwih of Me lolbwilg deyr,bed 61re: Lammmemg al Me Nodhe d comer of said
Southwest Quarter: thence South 0 degrees 03 netnews 42 seem& East, assumed bearing, along Me
East late of said SWMwesl Ouec a dstance of 1780.00 fed b Me rand of beaming of Me line to be
herein desabed; Menu NOM U degrees W ranch West 402.98 feet and Mere termnale. All in
. Seam 25, Towner, 32, Range 24, Make Cumry, Mnnaola.
Md
Outlet A, Oudot B and Build C. CATCHERS CREEK, Alaska could, Minnesota.
Property Area = 725,675 Sf. — 16.659 Ac.
Drainage and Utility Eaaemente are
ahown thus:
05 X50
A_—_
Being 5 feet In width and adpining
lot and. unless otherwlse shown,
and 10 feet in width and adjoining
atreet lines as ahown on the plat
Bearings shown are based upon an
assumed datum.
IV RII�LUYDVOY,I/" R Y
i NOT FOR CONSTRUCTION t
so 0 so 100 150
Scale 1" = 50'
pRaiLT NN9ER
041029A
1
's
s
F
sq
SEN Fon
C H .h
ys2
A cN,q ob.
4 W «in
C-3. f
1,NDOVEA I-
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 . WWW.ANDOVERMN.GOV
TO:
FROM:
SUBJECT:
DATE:
Mayor and Council Members
Jim Dickinson, City Administrator
Schedule May & June Council Workshops
May 2, 2017
ACTION REQUESTED
Schedule Council workshops for the months of May & June. Below are suggested dates:
6:00 pm on May 23rd; and
6:00 pm on June 27th; or
other dates acceptable to the Council.
DISCUSSION
The Council is requested to schedule workshops for the following business items below:
1. Joint Meeting with a City Commission - Administration
2. Comprehensive Plan Update Discussions - Planning
3. 2018-2022 CIP Discussions -Administration
4. 2018 Budget Development Discussions - Administration
5. 2017 Budget Progress Reports - Administration
6. 2017 City Investments Review - Administration
7. Other Topics
items may be added upon Council request or operational need.
submitted,
Dickinson
MOVEC I T 0 F
0
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO:
FROM:
SUBJECT:
DATE:
Mayor and Councilmembers
Jim Dickinson, City Administrator
Administrator's Report
May 2, 2017
The City Administrator and Department Heads present will provide a brief verbal update on
various items of interest to the City Council and to the residents at the meeting. Listed below are
a few areas of interest:
1. Administration & City Department Activities
2. Update on Development/CIP Projects
3. Legislative Updates
4. Meeting reminders
Upon receipt of the meeting packet, if a member of the Council would like an update on a
particular item, please notify me so an adequate update can be made.
submitted,
OVE
1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100
FAX (763) 755-8923 • WWW.ANDOVERMN.GOV
TO: Mayor & Council Members
FROM: Jim Dickinson, City Administrator
SUBJECT: Supplemental Agenda Items for May 2, 2017 City Council Meeting
DATE: May 2, 2017
The City Council is requested to receive the following supplemental information.
Consent Items
Add -On item. Consider Acceptance of American Signal Corp. Proposal for Renovation of Two (2)
Emergency Alert Sirens (Supplemental) - Building
Discussion Items
Item #7. Preliminary Plat Revisions and Variance Requests Catcher's Creek 2"d Addition -
(Supplemental) - Planning
ted,
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304
MAIN (763) 755-5100 FAX (763) 755-8923 • WWW.CI.ANDOVER.MN.US
TO: Mayor and Councilmembers 7/1vil
CC: Jim Dickinson, City AdministratoFROM: Fred Patch, Chief Building OfficiDefense Director
SUBJECT: Consider Acceptance of American Signal Corp. Proposal for Renovation
Of Two (2) Emergency Alert Sirens
DATE: April 28, 2017
INTRODUCTION
The City Council is requested to accept the attached proposal provided by American Signal Corporation
to replace two (2) emergency alert siren structures, power and control panels and re -install siren heads at
a total price of $37,437.00.
DISCUSSION
As a critical first alert for severe weather events, it is vital that the siren system be renewed and updated.
The twelve emergency alert siren installations have been well maintained and are all presently fully
operational; however, poles and panels have deteriorated and become less reliable. The wooden support
poles and painted steel electrical panels for sirens 1 through 10 were last replaced in 1986. The planned
renovation of the siren system is included in the capital improvement program [CIP], with two siren
renovations scheduled per year budgeted at $45,000 per year, starting in 2017 and ending 2022.
To make the siren system more durable, the wooden poles will be replaced with 55 foot, direct burial,
galvanized steel poles, and the corroded plain steel electrical panels will be replaced with sealed
aluminum panels. All twelve of the existing T-128 AC/DC siren heads manufactured by American
Signal were provided with factory service in 2014 and are in excellent condition. Siren heads will be
reinstalled on the new pole structures.
Typically multiple quotes are sought for service contracts exceeding $10,000. However, only a single
quote is available as the siren installations are specialized to American Signal Corporation. American
Signal has developed the quote in cooperation with our regular siren system electrical maintenance
contractor, Electric Systems of Anoka.
Staff Recommendation
Staff recommends that the Council accept the attached proposal provided by American Signal
Corporation in the amount of $37,437.00.
ACTION REQUESTED
Motion to accept the attached proposal provided by American Signal Corporation to replace two (2)
emergency alert siren structures, power and control panels and re -install siren heads at a total price of
$37,437.00.
Respectfully Submitted,
Fred Patch, Building Official, Civil Defense Director
o o Ac. C
MASS NOTIFICATION SOLUTIONS
8600W. Bradley Road, Milwaukee, WI 53224
Tel: (800) 243-2911
Tel: .1414 358-8000
Fax: .1414 358-BODB
Web: www.americansienal.com
Sales Person: Nathan Siudak
Quote #: 031738 -NS
Dale: 4/24/2017
Project: Andover Replacement System
Company: City of Andover
Address: 1685 Crosstown Boulevard NW
City, State, ZIP: Andover, MN 55304
Country: USA
Contact Name: Fred Patch
Title: Chief Building Official
E -Mail: roams®amore,mi,.00.
Telephone: 763-767-5123
Mobile:
Other:
Item
Qty.
Model
American Signal Equipment
Unit Extended Price
T-128 AC/DC
1
2
TEMPEST -AC/DC
AC/DC Motor Control 128- UL Listed NEMA 4X Aluminum Powder Coated Gray
$ 61343.50 $
12,687.00
2
2
BATf-1M
Battery, 12V, Group 24 -Set of (4) for TEMPEST- 48Vdc OC Controls for T-128
Included
Included
3
2
BATT -HTR -2
Kit, Battery, Heater, TEMPESTTM T-112/1211128 DC Control (1 blanket per 2 batteries) Set of Two
Included
Included
4
Activation Method
5
Other equipment will be reused by the City of Andover - Embedded Systems
6
Installallon
7
2
Install
Assemble Components on Pole. Auger and Set Assembly. Note: 120 VAC, 20 Amp Service, Meter('d
required)and Disconnect Brought to the Pole by Others. Underground Utility Locales by Others.
$ 7550.00 $
15,100.00
8
2
Direct Burial Pole
Provide 55Class II Steel Pole
$ 4.675.00 $
9,350.00
9
2
Pedestal Pole
Provide 55' Class II Steel Pole "CustomerwII need a crane or forklift to unload... Does not include the
concrete pedestal or the pedestal hardware such as the anchor bolls.
$ 5,000.00
30
Rock Clause
11
Rack Clause
During the Augenn9 Process should Rock or some other impenetrable Substrate be encountered and a
Pier Drilling Rig or Secondary Pole Site be Required an Additional Fee May Apply
12
System Commissioning
13
2
Commissioning
ASC Certified Installer to Perform Start Up and Commissioning of System.
Included
Included
14
15
Shipping
2
Freight
EXW:8600 W. Bradley Road, Milwaukee Wisconsin 53224
$ 150.00 $
300.00
Standard ASC Warranty Applies to Order
$
37,437.00
R19
Taxes -that Included
Project Totals - US Funds
i E
37,437.00
25%Duewlthorder= $ 9,359.25
Domestic Payment Terms:
prices are in USD and Equipment Accounts are 25% due at time of order. (Engineering, Mobilization &Acquisition), 75% due Net 30 days upon shipment of equipment. If project is
t key installation contract 25% Down payment with 65% Net 30 days upon shipment of equipment to customer designated locati on or installers site with a 10% retainage. Net 10 days
)n final start up and test of system. Payments tendered by Credit Card will be subject to a 4% processing Fee.
This quotation is valid for 30 days from date of issuance.
W. Bradley Road, Milwaukee Wisconsin 53224 in accordance with Incolemis® 2010.
i services: If installation services are provided in contract, all change orders will be authorized in writing before work is performed outside of the scope of the contract. If during
of a system we encounter rock that cannot be removed by standard drill and pier methods, all work will stop and the customer w it be notified of the situation before work
Special equipment required to penetrate the rock or other site conditions as well as relocation of the sle/pole wi II continue on a cost plus basis once authorized in writing by the
are standard ASC Terns and Conditions and are not reflective of negotiated or proposed contract language under invites ons to bid or final requests for proposals. All international
require a full who transfer of funds to our bank in Milwaukee, WI.
Tempest TM I
MECHANICAL SIREN SERIES
ASC's many years of experience in the warning system industry since 1942 has culminated with the advent
of the TempestN line of the most reliable and coverage effective mechanical sirens on the market to date.
The Tempest- series of emergency alerting products are used for notification of the public or employees
during severe weather situations, hazardous material incidents, wildfires. and other disaster scenarios
including military facility attack, terrorism incidents and other amber alerts.
In conjunction with the FEMA, and the National Weather Service's Emergency Alerting System to notify
people indoors, the TempestTM Siren Series is used to notify people outdoors of impending danger.
`9F Ir
'ASCl.,
oxo/SSC
� NA92 N011iIUSION SO W110N5
Global Manufacturer and Integrator
of Mass Notification Solutions
Tempe stTM I MECHANICAL SIREN SERIES
AMERICAN MADE
ASC's Tempest'" line of mechanical sirens provide high availability
during the most critical times. Tempest'"sirens are"Made in the
U.S.A" at our factory in Milwaukee, WI where each unit is assembled
and fully tested.
LOWEST TOTAL COST -OWNERSHIP
Designed for the lowest total cost of ownership, Tempest'" sirens
utilize 48VDC motors with factory -sealed bearings that increase
reliability and improve efficiency. Composite materials are used to
reduce or eliminate the damaging effects of a harsh operating
environment. Stainless steel hardware is standard on all Tempest"
series sirens. Built to outperform and outlast the competition.
Tempest`" sirens provide unparalleled reliability and durability.
,a
NEXGEN INTEGRATION
Tempest- sirens can be connected to your personal computer and
monitored from anywhere with the addition of one of our
CompuLert- graphic user interface options. Our expert team can
custom create an Early Warning or Mass Notification System to suit
your specific needs and maximize life saving potential. CompuLent-
NEXGen Features including:
NOAA Activation
I PAWS Compatible
CAP Compliant
Auto -Activation
Coverage Area
Dynamic Mapping
Polygon device selection and activation
ACOUSTICAL
CHARACTERISTICS'
Effective Range @ 100ft
T-1120mni T-1210mni
64;o ASC
4Z MAU NOIIIICAVON SOWTIONS
SYSTEM SPECIFICATIONS:
Depending on your application, Tempest'" sirens come in the
following power configurations:
AC only operation - Only alternating current is suppl ied to the
control systems.
DC only operation - Only direct current is supplied to the
control systems.
AC primary with DC backup operation - Alternating current is
supplied and direct current is supplied when AC is unavailable.
For units with direct current supplies battery bank charging can
be accomplished either by AC current, Solar current, or both.
Ask about our GREEN Power configurations that provide solar
primary charging and only revert to grid power if necessary.
STANDAR 3 SIGNAL FORMAT
Alert __J
Steady Tone, 3 minutes
Attack ' v v v
Wailing Tone, 6 sec. Hi / 6 sec. Low, 3 minutes
Fire v
Wai ling Tone, 16 sec. H i / 8 sec. Low, 4 Cycles
AC Power Voltage Input
(DC Control)
AC Power Voltage Input
(AC Control)
AC Power Voltage Input
(AC/DC Control)
Operational Voltage
113 Db@100ft/30m 121 Db@100ft/30m
'Acoustical Characteristics given for omni -directional configurations: will var for other coverage options
WEIGHT AND
DIMENSIONS T-112 T-121
Siren Dimensions(uncrated) 39"(H)x23`W1 39'(H)x50'"(W)
T-128 Rotational
129.9 Db @100ft/30m
T-128
120/240 V AC 50/60 HZ
208/240 / 480 V AC 50/60 HZ
208/240 / 480 V AC 50/60 HZ
48VDC
57"(H) x 50"'(W) x 51"(L)
T-135 Rotational
133.5 Db @100ft/30m
T-135
61"(H) x 59"(W) x 53"(L)
Weight(uncrated) 176lbs 176lbs Siren/Horns 380lbs 5001bs
packaged Separately
All info'madon and specifications are subject to change without notice. and may contain typographical or other errors.
April 28, 2017
City of Andover
Honorable Mayor and Council,
We are revising our proposal for the approved Catchers Creek 2nd Addition to eliminate the 2"d access to
Prairie Road. This makes for a safer development, eliminates another road intersection on Prairie,
eliminates another dangerous walking/bike trail road crossing and is one less intersection to maintain
and plow.
This change however does require the need for 4 variances. These variance are created due to the
topography, a huge flood plain, and the bending of Prairie Road for the bridge and walking trail. The
request aren't due to lot deficiencies, if fact all but one of thelots are nearly an acre in size and meet the
street frontage requirements. Its due the the view buyers want that the longer /deeper house setback is
requested.
As you may know the 2 properties we are developing were rural lots. We didn't own either property
when we developed Catcher's Creek. We did have permission from the owner of the blue house, 14367
Prairie Rd, to grade on the edge of their property and stub sewer on the property. We ghost platted that
property but at that time had no Idea that the owners of 14315 would sell, so not a lot of possibilities
went into the ghost plat of that property. Knowing what we know now we would have likely had the
143rd connection move south 80 feet which would have made it less likely we would have needed these
variances. These are infill redevelopment properties and as there are less large properties available to
develop, the smaller residential lots will be all there is to develop. Because they are smaller and weren't
designed to be urban lots it's harder to make them fit and you will need to allow a few more variance.
People that have been buying these lots want the views to be of the wetlands, pond and creek or
looking straight west, they don't want to look at the bridge and traffic coming up and down Prairie Road.
To keep the lots running straight north and south and east and west is what is creating the need for the
variances. The driveway is longer as the house sits back further from the street because the road is
bending but the lots are not. Again, that is what the buyers of lots want, they want walkouts and flat
back yards. They want to see an amenity. Most people are going to love having a larger front yard and
driveway, keeps the kids in the yard, again a safer situation.
The other variance is for lot 6. This lot is one of the most desired, I have people asking for this lot
already. This lot is over 71,000 square feet (1.63 acres). We are trying to keep a fair amount of the
trees. It has great views towards the wetland and creek due south and there are many house plans that
would look great on this lot. The driveway will use the same access as the house we removed and have
a turn around for safety. There are many lots like this where you can see the back yard from the street.
The issue on this variance seems to be more of a definition of the side yard/backyard, not a lot
deficiency.
I believe the changes we have made to the development have greatly enhanced it. It is safer and has
much less bituminous and concrete. It also has an additional trail access, making it easier to get on the
great bike and walking trails system. Lastly, we are contributing land and a portion of the fees as well as
installing a watermain connection on the other side of the bridge on Prairie Road. This connection will
create a looped water system for hundreds of homeowners in Andover.
Thank you for your time and consideration,
Sincerely,
Mark Smith
R-9i9�1'J
2ND ADDINON
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?oo Sero removal 138th sane and Urder==:s
t.o: i Kiel-, from Wild iris • 24 Mar
As most are aware, last spring we received letters saying they would remove the stop signs on 138th
Lane and Underclift going North/South- I emailed the city and basically got no where. We spoke with
the city on National Night out- and again they didnt seem to care!
On Wed evening, there was an accident on that corner- I KNEW this was going to happen. One of
our neighbors has lived there for 22 years, we have lived there for 15 years and have NEVER seen
an accident on that comer. Of course the city doesnt think it is a big deal! I think it is, as we have a
lot of kids in the neighborhood, there are bus stops right there, and a flipping park! I emailed the
Mayor of Andover, and this is the response she got from the city!
Kori,
Here is the background to why the stop signs were removed this fall.
The city follows a state traffic manual which recommends where signs should be located. We have a
program of reviewing existing signs and on occasion there have been stop signs removed to allow
the main street traffic to have priority. The city council supported a policy of sending out letters to
adjacent neighborhoods before the signs are removed and allowing time for feedback and any
discussion about the plan. I heard some concerns about removal of signs in the Meadows of Round
Lake and Sheri told everyone she had heard concerns about the sign near your home. The council
actually reviewed these two locations on our Sept. bus tour based on these comments. There were
no other negative comments received from all the mailed letters. We also were provided with the
traffic counts on the area streets; they are extremely low on the side streets. The State traffic manual
encourages cities to allow main street traffic to prevail and not set up 4 -way stops at every possible
intersection as these often lead to drives failing to stop at these signs.
I am sorry this has caught you by surprise as the stop signs had been there a very long time. I
understand your concerns about children waiting for school buses. In my area the bus stops are all
on the busiest streets as well and there are no stop signs where the buses stop. Usually I observe
parents wait with or for the children and help make sure they stay out of traffic. If there is speeding
traffic observed, additional traffic patrolling can be requested. Often, the tickets are issued to people
in adjacent neighborhoods—our own neighbors are the speeders. On occasion we have our Crime
Prevention Specialist, who you worked with on a Nite to Unite party, Laura Landes, host a
neighborhood discussion about street safety for residents and their children. As you know, streets
are not safe places to play and pedestrians need to be watchful for inattentive drivers.
Andover has no speed bumps on public streets. 1 do not expect they would be considered.
We are waiting to review the accident report you mentioned. If there is other information we have not
considered, that would be looked at as well.
Any resident is always welcome to attend a. council meeting and present a concern to the council
during 'resident forum" at the beginning of the meetings on the first and third Tuesdays. We all also
review emails and interact with city staff on issues. The council is a part-time group who meet 3
times a month to review city policies and make decisions.
Julie Trude
IS ANYONE WILLING TO ATTEND A BOARD MEETING WITH US? PLEASE PROVIDE ME YOUR
EMAIL ADDRESS AND WE CAN COMMUNICATE THAT WAY. I AM NOT HAPPYIIII
Shared with in Crime & Safety
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