HomeMy WebLinkAboutCC April 15, 2003
CITY OF ANDOVER
--./ 1685 CROSSTOWN BOULEY ARD N.W,. ANDOVER., MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW,CLANDOVER.MN.US
Regular City Council Meeting - Tuesday, April IS, 2003
Call to Order - Following tbe EDA Meeting Scbeduled for 5:30 p.m.
Pledge of Allegiance
Resident Forum
Agenda Approval
1. Approval of Minutes (4-1-03 Special Workshop; 4-1-03 Regular Meeting; 4-2-03 Board of Review)
Consent Items
2. Approve Payment of Claims - Finance
3. Approve Release of Letter of Credit/ Assessments/W oodland Estates 2nd - Finance
4. Approve Reduction of Letter of Credit/ Assessments/W oodland Oaks - Finance
5, Approve 2003 CIP Expenditure - Finance
6. Approve Professional Service Agreement/Community Center Project - Administration
7. Approve Raflle PermitINorth Metro Soccer Assn. - Clerk
8. Approve Final Plat/Woodland Estates 4th Addition (continued) - Planning
9. Approve No Parking ResolutionIWoodland Estates 4th Addition - Engineering
10. Approve Plans & Specs/Order Advertisement for Bids/03-2IW00dland Creek Golf Villas - Engineering
U 11. Accept Petition/Order Feasibility Report/03-17/14027 Crosstown Boulevard NW /WM - Engineering
12. Approve Final Plat/Foxburgh Crossing- Planning
13. Approve Plans & Specs/Order Advertisement for Bids/02-47 IF oxburgh Crossing - Engineering
14. Approve NPDES Phase II Permit/02-31 - Engineering
15. Accept Feasibility Report/Waive Public Hearing/03-14/13752 Round Lake Blvd NW/WM - Engineering
16. Accept Feasibility Report/W aive Public Hearing/03-16/16060 Crosstown Blvd NW /SS & WM-
Engineering
17. Award Construction Bid/99-8A1Well #8 Pumping System- Engineering
18. Award Bid/Streets & Utilitiesl00-42/ Aztec Estates - Engineering
19. Award Bid/Streets & Utilities/02-48/Shady Oak Cove (Supplemental) - Engineering
20. Award Bid/Streets & Utilities/02-50/Maple Hollow - Engineering
Discussion Items
21. Receive Anoka County Sheriff's Department Monthly Report - Sheriff
22. Call for the Sale ofBonds/Ehlers & Associates - Finance
23. Accept and Approve Fire Station Location Study Update - Fire
24. Approve Designation of Rural Reserve Area (continued from January 21, 2003) - Planning
25. Consider Lot Split with Variance to Lot Depth/1415 Andover Blvd. (continued) - Planning
26. Consider Amendment to Ordinance 8, the Zoning Ordinance, Section 7.03 Special Uses - Planning
27. Consider Comprehensive Plan Amendment/Expand MUSNConstance Free Church/16150 Crosstown
Blvd NW - Planning
28. Consider Rezoning from (R-l) to (R-4)/Constance Free Church/16l50 Crosstown Blvd NW-Planning
29. Receive Information/Constance Free Church Letter - Engineering
30. Accept Feasibility ReportJWaive Public Hearing/Order Plans & Specs/02-45/Constance Comers-
/ , Engineering
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Andover Regular City Council Meeting
Tuesday,J\priI15,2003
Page Two
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31, J\pprove Change Order # 1/99-15/W ater Treatment Plant/Security - Engineering
32. Consider Premises Permit/ Andover Lions Club (continued) - Clerk
Staff Item
33. J\ccept March Customer Service Report-Administration
34. Consider RequestIWoodland DevelopmentlMUSJ\ Sweep - Planning
35. Schedule City Council Workshop/2003 Budget Reduction Plan -Administration
Mayor/Council Input
J\djournment
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CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N,W, . ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923 . WWW,C1.ANDOVER.MN.US
TO: Mayor and Councilmembers
".,,'
CC: John Erar, City Administratorl,)'L/
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FROM: Vicki V olk, City Clerk
SUBJECT: Approval of Minutes
DATE: April 15, 2003
INTRODUCTION
The following minutes have been provided by TimeSaver Off Site Secretarial Service for
Council approval:
\ April 1, 2003 Regular Meeting
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The following minutes have been provided by staff for Council approval:
April 1, 2003 Special Workshop
Apri12,2003 Board of Review
Copies have been e-mailed to Councilmembers Orttel and Jacobson and Mayor Gamache. Hard
copies have been provided to Councilmembers Knight and Trude. If you did not receive your
copies, please call.
ACTION REOUlRED
The City Council is requested to approve the above listed minutes.
Respectfully submitted,
UU
Vicki V olk
City Clerk
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CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N,W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923. WWW.CJ.ANDOVER,MN.US
TO: Mayor and Councilmembers
CC: John Emr, City AdmiOi'trato~
Jim Dickinson, Finance Director
FROM: Lee Brezinka, Assistant Finance DIrector
SUBJECT: Approve Release of Letter of Credit #00-10 / Special Assessments / Project #99-
35/ Woodland Estates 2nd Addition
DATE: April 15, 2003
INTRODUCTION
The City was requested by Woodland Development Corp. to release the letter of credit #00-10
"- for special assessments related to the Woodland Estates 2nd Addition, City Project #99-35.
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DISCUSSION
The Finance Department has reviewed the request and concurs that the release of letter of credit
for special assessments related to Woodland Development Corp. is appropriate. The reduction
results in an $81,897.96 decrease,
BUDGET IMP ACT
The budget is not impacted by this release of letter of credit.
ACTION REOUIRED
The Andover City Council is requested to approve the release of letter of credit #00-10 in favor
of the City of Andover provided by First National Bank of Elk River on behalf of Woodland
Development Corp,
Respectfully submitted,
tt73~
'. Lee Brezinka
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CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W, . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923. WWW.C1.ANDOVER.MN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administrator)J~
Jim Dickinson, Finance Director~
FROM: Lee Brezinka, Assistant Finance Director
SUBJECT: Approve Reduction of Letter of Credit #00-19 / Special Assessments / Project
#00-40 / Woodland Oaks
DATE: April 15, 2003
INTRODUCTION
The City was requested by Woodland Development Corp, to reduce the letter of credit #00-19 for
, special assessments related to Woodland Oaks, City Project #00-40,
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DISCUSSION
The Finance Department has reviewed the request and concurs that the reduction of letter of
credit for special assessments related to Woodland Development Corp. is appropriate, The
reduction results in a $58,741.47 decrease to a new balance of$126,488,53.
BUDGET IMP ACT
The budget is not impacted by this reduction of letter of credit.
ACTION REOUIRED
The Andover City Council is requested to approve the reduction of letter of credit #00-19 in
favor of the City of Andover provided by First National Bank of Elk River on behalf of
Woodland Development Corp.
Respectfully submitted,
, 'd?5~
'. J Lee Brezinka
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CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N,W.. ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW.C1.ANDOVER,MN,US
. TO: Mayor and Councilmembers
CC: John Erar, City Administrator.}J'J
FROM: Jim Dickinson, Finance Director
SUBJECT: Approve 2003 CIP Expenditure
DATE: April 15, 2003
INTRODUCTION
At the regularly scheduled December 3, 2002 Andover City Council meeting, the Council
approved the 2003-2007 City of Andover Capital Improvement Plan (CIP). The Finance
Department is seeking authorization to proceed forward with a Facility Management purchase,
phone system replacement.
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,_./ DISCUSSION
The aforementioned equipment is identified as project # 03-41530-01 in the 2003-2007 CIP and
will replace the existing phone system that has been very problematic over the past few years.
Various quotes have been received for the proposed phone system purchase and the dollar
amount to be spent ($36,000) is significantly less than the original estimate of$52,000,
BUDGET IMP ACT
The Capital Equipment Reserve Fund, Trunk Funds, 2002 Water Revenue Bonds, and 2003
Capital Projects levy will fund the phone system purchase,
ACTION REQUIRED
The Andover City Council is requested to authorize the phone system 2003 CIP Expenditure.
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CITY OF ANDOVER
, 1685 CROSSTOWN BOULEVARD NW. . ANDOVER, MINNESOTA 55304. (763) 755-5100
- FAX (763) 755-8923 . WWW.cJ.ANDOVER.MN.US
TO: Mayor and Councilmembers
FROM: John F, Erar, City Administrator
SUBJECT: Approve Professional Service Agreement/Community Center Project
DATE: April 15, 2003
INTRODUCTION
At the April 1, 2003 Council Meeting, Council approved, with minor changes, an agreement with RJM
Construction, Staff indicated that the agreement with Rozeboom Miller Architects, project consultants for the
community center project would be forthcoming for Council approval on April 15, 2003.
DISCUSSION
The agreement with Rozeboom-Miller is substantially similar to what was described at the April 1, 2003 Council
meeting, It is a standard AlA form document between the owner and architect, and contains language appropriate
to the terms and conditions previously submitted as part of their original service proposal, A draft agreement has
been reviewed by the City Attorney's office and he finds them acceptable with several minor exceptions, My office
has also conducted reference checks on Rozeboom-Miller and received very positive comments from their current
, and past clients,
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Fee negotiations with Rozeboom 1-1iller Architects has resulted in the firm maintaining its originally proposed 6%
fee structure for project construction costs and including civil engineering as part of their fee for services, As most
of the civil engineering work will need to be performed during mid-summer, an outside civil engineering firm will be
selected to perform this work and is provided for within the architect's fee structure. The draft agreement will be
modified to allow either party to terminate the agreement without cause upon seven days notice with compensation
paid for services to the date of termination,
ACTION REQUIRED
Approve the attached professional service agreement with Rozeboom-Miller Architects, A final version of their
agreement is attached for Council approval.
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AlA Document B141/CMa - ElectronIc Format
'0 Standard Form of Agreement Between
Owner and Architect
Where the Constructjon Manager js NOT a Constructor
1992 Construction Manager - Adviser Edition
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS
COMPLETION OR MODIFICATION, AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AlA DOCUMENT MAY BE MADE BY USING AlA
DOCUMENT D40l,
This document is intended to be used in conjunction with the 1992 editions of AlA Documents B80l/CMa. MOl/CMa and MOl/CMa.
Copyright 1975. 1980. @1992 by The American Institute of Architects. 1735 New York Avenue. N.W, Washington. D.C, 20006-5292, Reproduction ofthe material herein or
substantial quotation of its provisions without the written permission of the AlA violates the copyright laws of the United States and will subject the violator to legal
prmpl.1ltloTI
AGREEMENT
made as of the Eighth day of April in the year of Two Thousand and Three
(In words, indicate day, month and year.)
BETWEEN the Owner:
(Name and address)
City of Andover
1685 Crosstown Boulevard NW
Andover, MN 55304
and the Architect:
(Name and address)
Rozeboom Miller Architects, Inc,
244 1 st Avenue North
CMinneapOlis, Minnesota 55401
for the following Project:
{Include deta11eel description of Project, location, address and scope.}
Planning, Programming and Design of a new, 111,000 SF Community Center, Primary components of the Community
Center include an Ice Arena, Aquatics Center and Fieldhouse,
The Construction Manager is:
(Name and address)
RJM Construction
5455 Highway 169
Plymouth, MN 55442
The Owner and Architect agree as set forth below,
This agreement establishes a professional services contract between the City of Andover and Rozeboom Miller Architects.
Inc. for professional architecture, engineering and consultant services,
TERMS AND CONDITIONS OF AGREEMENT BETWEEN OWNER AND ARCHITECT
1.1. 1 The Architect's services consist of those services
ARTICLE 1 performed by the Architect, Architect's employees and
ARCHITECT'S RESPONSIBILITIES Architect's consultants as enumerated in Articles 2 and 3 of this
Agreement and any other services included in Article 12,
1.1 ARCHITECT'S SERVICES
1.1.2 The Architect's services shall be provided III
conjunction with the services of a Construction Manager as
,~'(Q 1992 - THE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVENUE N.w" WASHINGTON, D.C. 2OOO6-S292, AlA DOCUMENT B141/CMa -
',_)JWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - WARNING: Unlicensed photocopying
violates U,S, copyright laws and will subject the violator to legal prosecution, This document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below, expiration as noted
below, User Document: b141cma,aia -- 3121/2002, AlA License Number 1009092, which expires on 12/31/2002,
Electronic Format B141/CMa-1992
1
described in the edition of AlA Document B80l/CMa, Standard 2,2,6 In the further development of the drawings and
Forhl of Agreement Between Owner and Construction specifications during this and subsequent phases of design, the
Manager, current as of the date of this Agreement. Architect shall be entitled to assume the accuracy of the
r\,1.3 The Architect's services shall be performed as estimates of Construction Cost which are to be provided by the
Construction Manager under the Construction Manager's
\..-,..kpeditiously as is consistent with professional skill and care agreement with the Owner.
and the orderly progress of the Work. The Architect shall
submit for the Owner's approval and the Construction 2,2,7 Upon completion of the Schematic Design Phase, the
Manager's information a schedule for the performance of the Architect shall provide drawings, outline specifications and
Architect's services which may be adjusted as the Project other documents for the Owner's approval and the
proceedsand shall include allowances for periods of time Construction Manager's information.
required for the Owner's and Construction Manager's review
and for approval of submissions by authorities having 2.3 DESIGN DEVELOPMENT PHASE
jurisdiction over the Project. Time limits established by this
schedule approved by the Owner shall not, except for 2,3,1 Based on the approved Schematic Design Documents
reasonable cause, be exceeded by the Architect or Owner, and any adjustments authorized by the Owner in the program,
1.1.4 The services covered by this Agreement are subject to schedule or construction budget, the Architect shall prepare
Design Development Documents for the Construction
the time limitations contained in Subparagraph 1I,5.!. Manager's review and the Owner's approval. The Design
ARTICLE 2 Development Documents shall be based upon data and
estimates prepared by the Construction Manager and shall
SCOPE OF ARCHITECT'S BASIC SERVICES consist of drawings and other documents that establish and
describe the size and character of the Project as to architectural,
2.1 DEFINITION structural, mechanical and electrical systems, materials and
such other elements as may be appropriate,
2.1,1 The Architect's Basic Services consist of those
described in Paragraphs 2,2 through 2.6 and any other services 2.3.2 At intervals mutually agreeable to the Owner,
identified in Article 12 as part of Basic Services, and include Construction Manager and Architect, the Architect shall
normal structural, mechanical and electrical engineering provide drawings and other documents which depict the
services, current status of design development for the Owner's review
and the Construction Manager's information,
2,2 SCHEMATIC DESIGN PHASE
2,3,3 Upon completion of the Design Development Phase,
Q,2,1 The Architect shall review the program, schedule and the Architect shall provide drawings, outline specifications and
onstruction budget furnished by the Owner to ascertain the other documents for the Owner's approval and the
requirements of the Project and shall arrive at a mutual Construction Manager's information,
understanding of such requirements with the Owner 2.4 CONSTRUCTION DOCUMENTS PHASE
2,2,2 The Architect shall review with the Owner and
Construction Manager proposed site use and improvements; 2.4,1 Based on the approved Design Development
selection of materials, building systems and equipment; and Documents and any further adjustments authorized by the
methods of Project delivery, Owner in the scope or quality of the Project or in the
construction budget, the Architect, utilizing data and estimates
2,2.3 The Architect shall review with the Owner and prepared by the Construction Manager, shall prepare, for
Construction Manager alternative approaches to design and approval by the Owner, Construction Documents consisting of
construction of the Project. Drawings and Specifications selling forth III detail the
requirements for the construction of the Project.
2.2.4 Based on the mutually agreed-upon program,
schedule and construction budget requirements, the Architect 2.4,2 At intervals mutually agreeable to the Owner,
shall prepare, for approval by the Owner, Schematic Design Construction Manager and Architect, the Architect shall
Documents consisting of drawings and other documents provide Drawings and Specifications for the Owner's and the
illustrating the scale and relationship of Project components, Construction Manager's review,
2.2,5 At intervals appropriate to the progress of the 2.4.3 Upon completion of the Construction Documents
, Schematic Design Phase and mutually agreeable to the Owner, Phase, the Architect shall provide Construction Documents for
Construction Manager and Architect, the Architect shall the Owner's approval and the Construction Manager's
provide schematic design studies for the Owner's review and information,
the Construction Manager's information, 2.4.4 The Architect shall assist the Owner and Construction
Manager III the preparation of the necessary bidding
rAIA DOCUMENT B14l/CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - @ 1992 -
, )1E AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE NW., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying
"'-"iolates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document:
b14lcma.aia -- l/25/2002. AlA License Number 1009092, which expires on 12/31/2002.
Electronic Format B141/CMa-1992
2
information. bidding forms. the Conditions of the Contracts. accordance with the Contract Documents. However. the
and the forms of Agreement between the Owner and the Architect shall not be required to make exhaustive or
Contractors, The Architect shall assist the Construction continuous on-site inspections to check the quality or quantity
Manager III issuing bidding documents to bidders and of the Work. On the basis of on-site observations as an
,r-,onducting pre bid conferences with prospective bidders, The architect, the Architect shall keep the Owner informed of the
,_)rchitect, with the assistance of the Construction Manager, progress and quality of the Work, and shall endeavor to guard
shall respond to questions from bidders, and shall issue the Owner against defects and deficiencies in the Work. (More
addenda, extensive site representation may be agreed to as an Additional
The Architect shall assist the Owner and Construction Service, as described in Paragraph ].2.)
2,4,5
Manager in connection with the Owner'sresponsibility for 2,6,6 The Architect shall not have control over or charge of
filing documents required for the approval of governmental and shall not be responsible for construction means, methods,
authorities having jurisdiction over the Project. techniques, sequences or procedures. or for safety precautions
and programs in connection with the Work, since these are the
2,5 BIDDING OR NEGOTIATION PHASE Contractors' responsibility under the Contracts for
Construction, The Architect shall not be responsible for the
2.5,1 The Architect, following the Owner's approval of the Contractors' schedules or failure to carry out the Work in
Construction Documents and of the Construction Manager's accordance with the Contract Documents, The Architect shall
latest estimate of Construction Cost, shall assist the not be responsible for the performance by the Construction
Construction Manager III obtaining bids or negotiated Manager of the services required by the Construction
proposals and assist in preparing contracts for construction. Manager's agreement with the Owner, The Architect shall not
have control over or charge of acts or omissions of the
2.6 CONSTRUCTION PHASE-ADMINISTRATION Contractors, Subcontractors, or their agents or employees, or of
OF THE CONSTRUCTION CONTRACT any other persons performing services or portions of the Work.
2,6.1 The Architect's responsibility to provide Basic Services 2,6.7 The Architect shall at all times have access to the
for the Construction Phase under this Agreement commences Work wherever it is in preparation or progress,
with the award of the Contract for construction and terminates 2,6.B
at the earlier of the issuance to the Owner of the final Project Communications by and with the Architect's
Certificate for Payment or 60 days after the date of Substantial consultants shall be through the Architect.
Completion of the Work. 2,6,9 Based on the Architect's observations and evaluations
2,6.2 The Architect shall provide administration of the of each Contractor's Application for Payment. the Architect
Qontract for construction in cooperation with the Construction shall review and certify the amounts due the respective
anager as set forth below and in the edition of AlA Contractors,
Document A20l/CMa. General Conditions of the Contract for
Construction. Construction Manager-Adviser Edition. current 2,6,9.1 The Architect's certification for payment shall
as of the date of this Agreement. constitute a representation to the Owner, based on the
Architect's observations at the site as provided in Subparagraph
2,6.3 Duties. responsibilities and limitations of authority of 2,6,5, on the recommendations of the Construction Manager
the Architect shall not be restricted. modified or extended and on the data comprising the Contractors' Applications for
without written agreement of the Owner and Architect with Payment. that, to the best of the Architect's knowledge,
consent of the Contractors and the Construction Manager, information and belief. the Work has progressed to the point
which consent shall not be unreasonably withheld, indicated and the quality of the Work is in accordance with the
Contract Documents, The foregoing representations are subject
2,6.4 The Architect shall be a representative of and shall to an evaluation of the Work for conformance with the
advise and consult with the Owner (I) during construction Contract Documents upon Substantial Completion, to results
until final payment to the Contractors is due. and (2) as an of subsequent tests and inspections. to minor deviations from
Additional Service at the Owner's direction from time to time the Contract Documents correctable prior to completion and
during the correction period described in the Contracts for to specific qualifications expressed by the Architect. The
Construction, The Architect shall have authority to act on issuance of a Certificate for Payment shall further constitute a
behalf of the Owner only to the extent provided in this representation that the Contractor is entitled to payment in the
Agreement unless otherwise modified by written instrument. amount certified,
2.6,5 The Architect shall visit the site at intervals 2.6,9,2 The issuance of a Certificate for Payment shall not be
appropriate to the stage of construction or as otherwise agreed a representation that the Architect has (I) made exhaustive or
by the O\\'I1er and Architect in writing to become generally continuous on-site inspections to check the quality or quantity
familiar with the progress and quality of the Work completed of the Work, (2) reviewed construction means. methods.
and to determine in general if the Work is being performed in a techniques, sequences or procedures, (3) reviewed copies of
manner indicating that the Work when completed will be in- requisitions received from Subcontractors and material
suppliers and other data requested by the Owner to substantiate
r-~IA DOCUMENT B141/CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - @ 1992 -
<_..!.HE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W:, WASHINGTON, D.C. 20006-5292, WARNING: Unlicensed photocopying
Violates U.s. COPYright laws and will subject the Violator to legal prosecution. ThiS document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document:
b14lcma.aia -- 1/25/2002. AlA License Number 1009092, which expires on 12/31/2002.
Electronic Format B141/CMa-1992
3
the Contractor's right to payment or (4) ascertained how or for 2,6,14 The Architect, assisted by the Construction Manager,
whit purpose the Contractor has used money previously paid shall conduct inspections to determine the date or dates of
on account of the Contract Sum, Substantial Completion and the date of final completion, The
Architect shall forward to the Owner warranties and similar
r-1,6,10 The Architect shall have authority, after notification submittals required by the Contract Documents which have
V the Construction Manager, to reject Work which does not been received from the Construction Manager, The Architect
conform to the Contract Documents, Whenever the Architect shall issue a final Project Certificate for Payment upon
considers it necessary or advisable for implementation of the compliance with the requirements of the Contract Documents.
intent of the Contract Documents, the Architect will have
authority, upon written authorization from the Owner, to 2,6,15 The Architect shall interpret and decide matters
require additional inspection or testing of the Work in concerning performance of the Owner and Contractor under
accordance with the provisions of the Contract Documents, the requirements of the Contract Documents on written
whether or not such Work is fabricated, installed or completed, request of either the Owner or Contractor. The Architect's
However, neither this authority of the Architect nor a decision response to such requests shall be made with reasonable
made in good faith either to exercise or not to exercise such promptness and within any time limits agreed upon,
authority shall give rise to a duty or responsibility of the
Architect to the Construction Manager, Contractors, 2.6.16 Interpretations and decisions of the Architect shall be
Subcontractors, material and equipment suppliers, their agents consistent with the intent of and reasonably inferable from the
or employees or other persons performing portions of the Contract Documents and shall be in writing or in the form of
Work. drawings, When making such interpretations and initial
decisions, the Architect shall endeavor to secure faithful
2,6,11 The Architect shall review and approve or take other performance by both Owner and Contractors, shall not show
appropriate action upon Contractors' submittals such as Shop partiality to either, and shall not be liable for results of
Drawings, Product Data and Samples, but only for the limited interpretations or decisions so rendered in good faith,
purpose of checking for conformance with information given
and the design concept expressed in the Contract Documents, 2.6,17 The Architect's decisions on matters relating to
The Architect's action shall be taken with such reasonable aesthetic effect shall be final if consistent with the intent
promptness as to cause no delay in the Contractors' Work or in expressed in the Contract Documents.
construction by the Owner's own forces, while allowing
sufficient time in the Architect's professional judgment to 2,6,18 The Architect shall render written decisions within a
permit adequate review, Review of such submittals is not reasonable time on all claims, disputes or other matters in
conducted for the purpose of determining the accuracy and question between the Owner and Contractors relating to the
completeness of other details such as dimensions and quantities execution or progress of the Work as provided in the Contract
("r for substantiating instructions for installation or Documents,
)rformance of equipment or systems designed by the
Lontractors, all of which remain the responsibility of the 2.6,19 The Architect's decisions on claims, disputes or other
Contractors to the extent required by the Contract Documents, matters, including those in question between the Owner and
The Architect's review shall not constitute approval of safety Contractors, except for those relating to aesthetic effect as
precautions or, unless otherwise specifically stated by the provided in Subparagraph 2,6,17, shall be subject to arbitratioH
Architect, of construction means, methods, techniques, mediation and district court action, if necessary, as
sequences or procedures, The Architect's approval of a specific provided in this Agreement and in the Contract Documents,
item shall not indicate approval of an assembly of which the
item is a component. When professional certification of ARTICLE 3
performance characteristics of materials, systems or equipment ADDITIONAL SERVICES
is required by the Contract Documents, the Architect shall be
entitled to rely upon such certification to establish that the 3,1 GENERAL
materials, systems or equipment will meet the performance
criteria required by the Contract Documents, 3,1,1 The services described in this Article 3 are not
2,6,12 The Architect shall review and sign or take other included in Basic Services unless so identified in Article 12, and
appropriate action on Change Orders and Construction they shall be paid for by the Owner as provided in this
Change Directives prepared by the Construction Manager for Agreement, in addition to the compensation for Basic Services,
the Owner's approval and execution in accordance with the The services described under Paragraphs 3.2 and 3,4 shall only
Contract Documents, be provided if authorized or confirmed in writing by the
Owner, If services described under Contingent Additional
2,6,]3 The Architect may authorize minor changes in Work Services in Paragraph 3,3 are required due to circumstances
not involving an adjustment in a Contract Sum or an extension beyond the Architect's contro!, the Architect shall notify the
of a Contract Time which are not inconsistent with the intent Owner prior to commencing such services, If the Owner deems
of the Contract Documents, Such changes shall be effected by that such services described under Paragraph 3.3 are not
written order issued through the Construction Manager, required, the Owner shall give prompt written notice to the
Architect. If the Owner indicates in "'fiting that all or part of
_AlA DOCUMENT B141/CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - @ 1992 -
( ~E AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVENUE NW., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying
"--/;olates u.s. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document:
b14lcma.aia -- 1/25/2002. AlA License Number 1009092, which expires on 12/31/2002.
Electronic Format B141/CMa-1992
4
such Contingent Additional Services are not required, the proposals, and providing other services in connection with
Architect sha11 have no obligation to provide those services, Change Orders and Construction Change Directives,
3,2 PROJECT REPRESENTATION BEYOND 3,3.4 Providing services III connection with evaluating
,,-...... BASIC SERVICES substitutions proposed by Contractors and making subsequent
'0 revisions to Drawings, Specifications and other documentation
3,2,1 If more extensive representation at the site than is resulting therefrom.
described in Subparagraph 2,6,5 is required, the Architect shall 3,3,5 Providing consultation concerning replacement of
provide one or more Project Representatives to assist in
carrying out such additional on-site responsibilities, Work damaged by fire or other cause during construction, and
furnishing services required in connection with the
3,2,2 Project Representatives shall be selected, employed replacement of such Work.
and directed by the Architect, and the Architect shall be 3.3,6 Providing services made necessary by the termination
compensated therefor as agreed by the Owner and Architect.
The duties, responsibilities and limitations of authority of or default of the Construction Manager or a Contractor, by
Project Representatives shall be as described in the edition of major defects or deficiencies in the Work of a Contractor, or by
AlA Document B352 current as of the date of this Agreement, failure of performance of either the Owner or a Contractor
unless otherwise agreed. under a Contract for Construction,
3.2,3 Through the observations by such Project 3,3,7 Providing services in evaluating an extensive number
Representatives, the Architect shall endeavor to provide further of claims submitted by a Contractor or others in connection
protection for the Owner against defects and deficiencies in the with the Work,
Work, but the furnishing of such project representation shall 3,3,8 Providing services connection with public
not modify the rights, responsibilities or obligations of the III a
Architect as described elsewhere in this Agreement. hearing, arbitration proceeding or legal proceeding except
where the Architect is party thereto,
3.3 CONTINGENT ADDITIONAL SERVICES
3,3.9 Preparing documents for alternate, separate or
3,3,1 Making revisions in Drawings, Specifications, or other sequential bids or providing services in connection with
documents when such revisions are: bidding, negotiation or construction prior to the completion of
the Construction Documents Phase.
,1 inconsistent with approvals or instructions previously
given by the Owner, including reVISIons made 3,4 OPTIONAL ADDITIONAL SERVICES
(J necessary by adjustments in the Owner's program or 3.4,1 Provitlillg allalyse~ ~ .{fie OWller's -Heeds --aJld -
Project budget;
flrogrammillg tHe reqlliremenls of tHe Project.
,2 requested by the Owner because the Construction
Manager's estimate of Construction Cost exceeds the 3.4,2 Providing financial feasibility or other special studies,
Owner's budget, except where such excess is due to
changes initiated by the Architect in scope, capacities 3.4.3 Providillg plalllling Sllr\"eYS, ~ evalllatiolls -ffl' -
of basic systems, or the kinds and quality of materials, COlRflarati'..e sllldies of flro~flectjye sites,
finishes or equipment;
3.4,4 Providing special surveys, environmental studies and
,3 required by the enactment or revision of codes, laws or submissions required for approvals of governmental authorities
regulations subsequent to the preparation of such or others having jurisdiction over the Project.
documents; or
3.4.5 Providing services relative to future facilities, systems
.4 due to changes required as a result of the Owner's and equipment.
failure to render decisions in a timely manner,
3.4,6 Providing services to investigate existing conditions or
3,3.2 Providing services required because of significant facilities or to make measured drawings thereof,
changes in the Project including, but not limited to, changes in
SIze) quality, complexity, the Owner's or Construction 3.4.7 Providing services to verify the accuracy of drawings
Manager's schedule, or the method of bidding or negotiating or other information furnished by the Owner.
and contracting for construction, except for services required
under Subparagraph 5.2.3, 3,4,8 Providing coordination of construction performed by
3.3,3 Preparing Drawings, Specifications, and other the Owner's own forces and coordination of services required
in connection with construction performed and equipment
documentation and supporting data, evaluating Contractor's supplied by the Owner.
,_AlA DOCUMENT B141/CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - @ 1992 -
, "-iE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE NW., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying
'--,/;olates u.s. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document:
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Electronic Format B141/CMa-1992
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3.4.9 Proyiaiflg serviccs -ffi connectiofl -wiHt 4fie -w6fk ~ - 4.3 If requested by the Architect, the Owner shall furnish
separate cOflsHltaHt5 retaifled by the O',mer, evidence that financial arrangements have been made to fulfill
the Owner's obligations under this Agreement.
3.4,10 Providing e5timates of COHstmction Cost.
r'" 4,4 The Owner shall designate a representative authorized
\.~J.4.11 Providing detailed quantity surveys or inventories of to act on the Owner's behalf with respect to the Project. The
material and equipment. Owner or such authorized representative shall render decisions
in a timely manner pertaining to documents submitted by the
3.4.12 Providing analyses of owning and operating costs, Architect in order to avoid unreasonable delay in the orderly
and sequential progress of the Architect's services,
3.4,13 Providing interior design and other similar services
required for or in connection with the selection, procurement 4.5 The Owner shall retain a construction manager to
or installation of furniture, furnishings and related equipment. administer the Project. The Construction Manager's services,
duties and responsibilities will be as described in the edition of
3.4,14 Pr8":iding selyices ..feF plaHHiHg --leflaHl -ffl' -rental - AlA Document B801/CMa, Standard Form of Agreement
~ Between Owner and Construction Manager, current as of the
date of this Agreement, as amended by the City of
3.4.15 Making investigations, inventories of materials or Andover, The Terms and Conditions of the Agreement
equipment, or valuations and detailed appraisals of existing between Owner and Construction Manager shall be furnished
facilities, to the Architect and shall not be modified without written
consent of the Architect, which consent shall not be
3,4,16 Preparing a set of reproducible record drawings unreasonably withheld, The Architect shall not be responsible
showing significant changes m the Work made during for actions taken by the Construction Manager.
construction based on marked-up prints, drawings and other
data furnished by Contractors, 4,6 The Owner shall furnish surveys describing physical
characteristics, legal limitations and utility locations for the site
3.4,17 Providing assistance in the utilization of equipment or of the Project, and a written legal description of the site, The
systems such as testing, adjusting and balancing, preparation of surveys and legal information shall include, as applicable,
operation and maintenance manuals, training personnel for grades and lines of streets, alleys, pavements and adjoining
operation and maintenance and consultation during operation, property and structures; adjacent drainage; rights-of-way,
restrictions, easements, encroachments, zonmg, deed
3.4,18 Providing services after issuance to the Owner of the restrictions, boundaries and contours of the site; locations,
_ final Project Certificate for Payment, or in the absence of a final dimensions and necessary data pertaining to existing buildings,
( 'roject Certificate for Payment, more than 60 days after the other improvements and trees; and information concerning
"-.-Jate of Substantial Completion of the Work. available utility services and lines, both public and private,
above and below grade, including inverts and depths, All the
3.4.19 PrEl'liding sClvices ~ consHltants ..feF -ffifler -lhaft - information on the survey shall be referenced to a Project
architectmal, stmctHral, mechanical-antl electrical engiHeeriHg benchmark.
portions of the Project pro'lided a3 a part of Basic Service5, 4.7 The Owner shall furnish the services of geotechnical
3.4.20 Providing any other services not otherwise included in engineers when such services are requested by the Architect.
this Agreement or not customarily furnished in accordance Such services may include but are not limited to test borings,
with generally accepted architectural practice, test pits, determinations of soil bearing values, percolation
tests, evaluations of hazardous materials, and ground corrosion
ARTICLE 4 and resistivity tests, including necessary operations for
OWNER'S RESPONSIBILITIES anticipating subsoil conditions, with reports and appropriate
professional recommendations,
4,1 The Owner shall provide full information regarding 4,7,1 +fie -Gwfler 4aH fmniGh 4fie sen ices ~ -ffifler -
requirements for the Project, including a program which shall cOHsHltaHts-wheft-5lfffi seFvices -are reasoHably reqHired -by4fie-
set forth the Owner's objectives, schedule, constraints and scope of the Project ana are reqHested by the :\rchitect.
criteria, including space requirements and relationships,
flexibility, expandability, special equipment, systems, and site 4,8 The Owner shall furnish structural, mechanical,
requirements, chemical, air and water pollution tests, tests for hazardous
4,2 The Owner shall establish and update an overall materials, and other laboratory and environmental tests,
budget for the Pro ject based on consultation with the inspections and reports required by law or the Contract
Construction Manager and the Architect, which shall include Documents.
the Construction Cost, the Owner's other costs and reasonable 4,9 The Owner shall furnish all legal, accounting, and
contingencies related to all of these costs, insurance counseling services as may be necessary at any time
I'-~IA DOCUMENT B141/CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - @ 1992 -
. )"IE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.w:, WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying
'-violates u.s. COPYright laws and Will subject the Violator to legal prosecution. ThiS document was electronically produced With permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document:
b14lcma.aia --1/25/2002. AlA License Number 1009092, which expires on 12/31/2002.
Electronic Format B141/CMa-1992
6
for the Project, including auditing services the Owner may 5,2,1 The Architect's review of the Owner's Project budget
require to verify the Contractor's Application for Payment or to and of preliminary estimates of Construction Cost or detailed
ascertain how or for what purposes the Contractor has used the estimates of Construction Cost prepared by the Construction
money paid by or on behalf of the Owner, Manager is solely for the Architect's guidance in the Architect's
,r- preparation of the Construction Documents, Accordingly, the
'. ), 10 The services, information, surveys and reports Architect cannot and does not warrant the accuracy of the
~ required by Paragraphs 4.6 through 4,9 shall be furnished at the estimates of the Construction Manager, or warrant or represent
Owner's expense, and the Architect shall be entitled to rely that bids or negotiated prices will not vary from the Owner's
upon the accuracy and completeness thereof, Project budget or from any estimate of Construction Cost or
evaluation reviewed by the Architect.
4,11 Prompt written notice shall be given by the Owner to
the Architect and Construction Manager if the Owner becomes 5,2,2 No fIxed limit of Construction Cost shall be
aware of any fault or defect in the Project or nonconformance established as a condition of this Agreement.
with the Contract Documents,
5,2,3 In the event that the Construction Manager's estimate
4,12 The proposed language of certifIcates or certifIcations or the lowest bona fIde bid or negotiated proposal received by
requested of the Architect or Architect's consultants shall be the Owner exceeds the Owner's budget for reasons other than
submitted to the Architect for review and approval at least 14 those described in Paragraph 303, the modifIcation of Contract
days prior to execution, The Owner shall not request Documents shall be the limit of the Architect's responsibility.
certifIcations that would require knowledge or services beyond The Architect shall be entitled to compensation in accordance
the scope of this Agreement. with this Agreement for all services performed whether or not
the Construction Phase is commenced.
4,13 The Owner shall furnish the required information and
services and shall render approvals and decisions as ARTICLE 6
expeditiously as necessary for the orderly progress of the USE OF ARCHITECT'S DRAWINGS,
Architect's services and Work of the Contractors, SPECIFICATIONS AND OTHER DOCUMENTS
4, ~4 The Owne~ shall, furnish the Architect copies of 6,1 The Drawings, SpecifIcations and other documents
written communications With the ConstructIOn Manager and prepared by the Architect for this Project are instruments of the
Contractors. Architect's service for use solely with respect to this Project and,
ARTICLE 5 unless otherwise provided, the Architect shall be deemed the
author of these documents and shall retain all common law,
.', CONSTRUCTION COST statutory and other reserved rights, including the copyright.
: , The Owner shall be permitted to retain copies, including
\._.J,1 DEFINITION reproducible copies, of the Architect's Drawings, SpecifIcations
and other documents for information and reference in
5,],] The Construction Cost shall be the total cost or connection with the Owner's use and occupancy of the Project.
estimated cost to the Owner of all elements of the PrQject The Architect's Drawings, SpecifIcations or other documents
designed or specifIed by the Architect. shall not be used by the Owner or others on other projects, for
additions to this Project or for completion of this Project by
5,1.2 The Construction Cost shall include the cost at others, unless the Architect is adjudged to be in default under
current market rates of labor and materials furnished by the this Agreement, except by agreement in writing and with
Owner and equipment designed, specifIed, selected or specially appropriate compensation to the Architect.
provided for by the Architect, plus a reasonable allowance for
the Contractors' overhead and profIt. In addition, a reasonable 6,2 Submission or distribution of documents to meet
allowance for contingencies shall be included for market offIcial regulatory requirements or for similar purposes in
conditions at the time of bidding and for changes in the Work connection with the Project is not to be construed as
during construction, Construction Cost shall also include the publication in derogation of the Architect's reserved rights,
compensation of the Construction Manager and Construction
Manager's consultants, ARTICLE 7
ARBITRATION Mediation
5,],3 Construction Cost does not include the compensation
of the Architect and Archi~ect's consultants, the costs of the 7,1 Claims, disputes or other matters in question between
land, n?~ts-of-way, fInanCIng or oth~r co~ts which are the the parties to this Agreement arising out of or relating to this
responSibility of the Owner as prOVided In Paragraphs 4.1 Agreement or breach thereof shall be subject to and decided BY
through 4-4 and 4.6 through 4,14. arbitrationmediation in accordance with the Construction
5.2 RESPONSIBILITY FOR CONSTRUCTION Ind~st~ Mediat~o~ Arbitration, Rules of the American
Arbitration ASSOCiatIOn currently In effect unless the parties
COST mutually agree otherwise,
.-I\IA DOCUMENT B141/CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - <D 1992-
( ,IE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVENUE NW., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying
'-violates U.S. copyright laws and will subject the violator to legal prosecution, This document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below, User Document:
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Electronic Format B141/CMa-1992
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7."1- Demand for mediationarbitration shall be filed in 8.5 If the Owner fails to make payment when due the
writing with the other party to this Agreement and with the Architect for services and expenses, the Architect may, upon
American Arbitration Association, A demand for seven days' written notice to the Owner, suspend performance
() mediationareitration shall be made within a reasonable time of services under this Agreement. Unless payment in full is
: after the claim, dispute or other matter in question has arisen, received by the Architect within seven days of the date of the
In no event shall the demand for arbitrationmediation be notice, the suspension shall take effect without further notice,
made after the date when institution of legal. or equitable In the event of a suspension of services, the Architect shall have
proceedings based on such claim, dispute or other matter in no liability to the Owner for delay or damage caused the Owner
question would be barred by the applicable statutes of because of such suspension of services,
limitations, In the event of termination not the fault of the
8,6
7.3 Ne arbitration -llfisiflg -fflfl ~ -ffl relating -ta -this - Architect, the Architect shall be compensated for services
:.greement -shall indude, -hy consolidation, -jeindef -ffl-in -any- performed pftef to the date of termination, together with
other manner, an additional person or entity not a party to this Reimbursable Expenses then due, -aRd -aH Termination
:.greement, ~ -hy \nitten consent eontaining -ft specifie Expenses as defined in Paragraph 8,}.
reference -ta-this },greement -signed -hy -!he O.;ner, Mchitect,-
end-any-mhef-persen-ffl-entity-settgftt-ta-be joined, Consent-le- 8.7 Termination Expenses -are -tR addition -ta
arbitration involving -tift additional-persen -ffl-entity -shall-nel- compensation -fe!' -Basie -aRd f.dditional Serviees, -aRd indude-
eonstitute consent-ta areitration -ef-any-claim, disp\:lte-ffl-mhef- expenses -whi€h -are direetly attributable -ta termination, -
matter in question not described in the '.nitten eonsent or .;.jth Termination Expenses shall be eomp\:lted as a percentage of the
II -persen -ffl -entity -nel -ftftIfietl -ffl described thcrein,.:fhe- teHtl compensation -fe!'-Basie Service3-aRd Additional Serviees-
fnregoing agreement -ta arbitrate -aRd -mhef agreements -ta - earned to the lime of termination, a3 follo..s:
arbitrate with-an additional-persen-ffl-entity4Hy consented-ta-
by the parties to this f,greement shall be specifically enfareeable rl =fweffiy pereent ~ -!he -letal eompensation -fe!' -Basie-
in accordance -with applicable -!lIw -in -any -€6Iffl -hlIYing - end :.dditional Services-eametl-ta-4tte-# termination-
jurisdiction thereof, 6€€tIfS-befere-ffl-4fflng-!he prede3ign, site analysis, or
Schematic De3ign Pha3e3; or
7.4 =Fhe -tIWftftl rendered -hy -!he arbitrator -ffl arbitrators-
shttH -be ..flnlll; -aRd judgment -fRftY -be entered -tip6R -it -in - ~ ffft percent ~-!he-letal eompensation -fe!'-Basie-aRd-
accordance \.ith applicable la.. in any eourt having jurisdiction Additional SeI\ ice3 -eametl -ta -4tte -# termination -
thereef occurs d\:lring the Design Development Phase; or
0 ARTICLE 8 ,.J five percent ~-!he-letal compensation-fe!'-Basie-aRd-
TERMINATION, SUSPENSION OR ABANDONMENT :.dditional SeI\-ices -eametl -ta -4tte -if termination -
ocwrs during any subscq\:lent phase,
8.1 This Agreement may be terminated by either party
without cause upon not less than seven days' written notice. ARTICLE 9
shettld -!he -mhef -ptffiy -fail substantially -ta perform -in - MISCELLANEOUS PROVISIONS
accordanee -with-!he-lemts~-this Agreement through -ne-fattll-
of the party initiating the termination, 9,1 Unless otherwise provided, this Agreement shall be
governed by the law of the place where the Project is located.
8,2 If the Project is suspended by the Owner for more
than 30 consecutive days, the Architect shall be compensated 9,2 Terms in this Agreement shall have the same meaning
for services performed prior to notice of such suspensiono- as those in the edition of AlA Document A2oI/CMa, General
Wheft -!he -Prejeft -i5 re3umed, -!he Architect's compensation- Conditions of the Contract for Construction, Construction
shttH-be eltUitably adjusted -ffi provide-fe!' expenses mwrred-in- Manager-Adviser Edition, current as of the date of this
the interruption and resumption of the Architect's services, Agreement, except as modified by the Owner.
8.3 This Agreement may be terminated by the Owner 9,3 Causes of action between the parties to this
upon not less than seven days' written notice to the Architect in Agreement pertaining to acts or failures to act shall be deemed
the event that the Project is permanently abandoned, If the to have accrued and the applicable statutes of limitations shall
Project is abandoned by the Owner for more than 90 commence to run not later than either the date of Substantial
consecutive days, the Architect may terminate this Agreement Completion for acts or failures to act occurring prior to
by giving written notice, Substantial Completion, or the date of issuance of the final
8.4 Failure of the Owner to make payments to the Project Certificate for Payment for acts or failures to act
occurring after Substantial Completion,
Architect In accordance with this Agreement shall be
considered substantial nonperformance and cause for 9.4 The Owner and Architect waive all rights against each
termination. other and against the Construction Manager, Contractors, and
the consultants, agents and employees of any of them for
"'-'f\IA DOCUMENT B1411CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - @ 1992 -
",--",THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.w" WASHINGTON, D,C. 20006-5292, WARNING: Unlicensed photocopying
violates U.S, copyright laws and will subject the violator 10 legal prosecution. This documenl was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the dale of expiration as noted below, User Document:
bl4lcma.aia -- 1125/2002, AlA License Number 1009092, which expires on 1213112002,
Electronic Format B1411CMa-1992
8
damages, but only to the extent covered by property insurance leave, holidays, vacations, pensions and similar contributions
during construction, except such rights as they may have to the and benefits.
proceeds of such insurance as set forth in the edition of AlA
Document A20l/CMa, General Conditions of the Contract for 10.2 REIMBURSABLE EXPENSES
r-~onstruction, Construction Manager-Adviser Edition, current
'---'", of the date of this Agreement. The Owner and Architect each 10,2,1 Reimbursable Expenses are m addition to
shall require similar waivers from their Construction Manager, compensation for Basic and Additional Services and include
Contractors, consultants, agents, and persons or entities expenses incurred by the Architect and Architect's employees
awarded separate contracts administered under the Owner's and consultants in the interest of the Project, as identified in
own forces, the following Clauses,
9,5 The Owner and Architect, respectively, bind 10.2,1.1 E)(pense ~ tran3portation -ffi connection -wtHt 4fte -
themselves, their partners, successors, assigns and legal Prejeat expenses -ffi connection -wtHt autaorized Ollt of to....n-
representatives to the other party to this Agreement and to the ffiWelt long diGtance commllnicationG; -aOO fees paid for
partners, successors, assigns and legal representatives of such securing approval of authorities having jurisdiction over the
other party with respect to all covenants of this Agreement. Project.
Neither Owner nor Architect shall assign this Agreement
without the written consent of the other. 10.2.1,2 Expense of reproductions, pestage, eJ(preGS delio,-eries,-
. ., electronic facsimile transmissions -aOO aandlingand
9.6 ThiS Agreement represents the, enhre and mtegrated distribution of Drawings, Specifications and other documents,
agreement between the Owner and Architect and supersedes all
prior negotiations" representations or agreements, either 10,2.1.3 If authorized in advance by the Owner, expense of
"'f~tten ,or oral. Th,ls Agreement may be amen~ed only by overtime work requiring higher than regular rates,
"'fltten mstrument signed by both Owner and Architect.
9 7 N h. . d' hAt h II 10,2,1.4 Expense ~ renderings, medels- -aOO !Rock ups -
, ot mg contame m t e greemen s a create a t dB' ta 0"
contractual relationship with or a cause of action in favor of a reqlleG e ) e .. Her.
third party against either the Owner or Architect. 10,2,1.5 Expense of additional insurance coverage or limits,
9 8 U I th' 'd d' th' A t th including professional liability insurance, requested by the
. n ess 0 erwlse proVI e m IS greemen, e 'f h II' d b h h' d
A h' d A h" I h II h Owner m excess 0 t at norma y carne y t e Arc Itect an
rc Itect. . an rc ,Itect s consu tants s ,a ave no Architect's consultants,
responslblhty for the discovery, presence, handlmg, removal or
disposal of or exposure of persons to hazardous materials in any 10216E _C t 'd d A~";nn --~ d ft'
C h P' , . I d' b I" db' ,. ](pense.". comI'lI er al e ~ -tttitt ra IRg -
Corm at t e roJect Site, mc u mg ut not Imlte to as estos, ., d . ,. h h .
I b t d t I hi . t d b' h I (PCB) th eqlollpment hme ....Hen lIse In connechon Wit t e ProJect.
s es os pro uc s, po yc onna e IP eny or 0 er
toxic substances, 10.3 PAYMENTS ON ACCOUNT OF BASIC
9.9 The Architect shall have the right to include SERVICES
representations of the design of the Project, including , " ' .
photographs of the exterior and interior, among the Architect's 1~,3,1 Aft-fflffial payment~-5elc...feRft-tft Paragrapa-fr.t-tS4fte-
promotional and professional materials, The Architect's mlnlmHm paj ment Hnder tals Agreement.
materials shall not include the Owner's confidential or
proprietary information if the Owner has previously advised 10,3,2 SHBsequent payme~ts for Basic Serv~ces shall be made
the Architect in writing of the specific information considered monthly and, when; ~pphcable, shall be, m proportlO~ to
by the Owner to be confidential or proprietary. The Owner services performed WIthIn each phase of servICe, on the baSIS set
shall provide professional credit for the Architect on the forth In Subparagraph 11,2.2.
construction sign and in the promotional materials for the
Project. 10.3,3 If and to the extent that the time initially established
in Subparagraph 11.5.1 of this Agreement is exceeded or
ARTICLE 10 extended through no fault of the Architect, compensation for
PAYMENTS TO THE ARCHITECT any services rendered during the additional period of time shall
be computed in the manner set forth in Subparagraph 11.3,2,
10,1 DIRECT PERSONNEL EXPENSE . .
10.3.4 When compensatIOn IS based on a percentage of
I 10,1.1 Direct Personnel Expense is defined as the direct Construct!on Cost and any portions of t?e Project are del~ted
salaries of the Architect's personnel engaged on the Project and or otherWIse not constructed, compensahon for those ~ortlOns
the portion of the cost of their mandatory and customary of the Project shall be. paya,ble to the ext~nt services are
contributions and benefits related thereto, such as employment performe~ on those portIOns, In accordance With the schedule
taxes and other statutory employee benefits, insurance, sick set forth m Subpa~agraph 11,2,2, based on (I) the lowest, bona
fide bIds or negohated proposals, or (2) If no such bids or
proposals are received, the most recent estimate of
rAIA DOCUMENT B141/CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - (Q 1992 -
fiE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE NW., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying
~iolates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below, User Document:
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Electronic Format B141/CMa-1992
9
Constructio!l Cost prepared by the Construction Manager for 10,5,1 No deductions shall be made from the Architect's
such portions of the Project. compensation on account of penalty, liquidated damages or
10.4 PAYMENTS ON ACCOUNT OF ADDITIONAL other sums withheld from payments to Contractors, or on
account of the cost of changes in the Work other than those for
0 SERVICES AND REIMBURSABLE EXPENSES which the Architect has been found to be liable,
10.4,1 Payments on account of the Architect's Additional 10.6 ARCHITECT'S ACCOUNTING RECORDS
Services and for Reimbursable Expenses shall be made monthly Records of Reimbursable Expenses and expenses
upon presentation of the Architect's statement of services 10,6,1
rendered or expenses incurred, pertaining to Additional Services and services performed on the
basis of a multiple of Direct Personnel Expense shall be
10,5 PAYMENTS WITHHELD available to the Owner or the Owner's authorized
representative at mutually convenient times,
ARTICLE 11
BASIS OF COMPENSATION
The Owner shall compensate the Architect as follows:
11.1 AN INITIAL PAYMENT of zero Dollars ($ 0) shall be made upon execution of this Agreement. and credited to the O\/ner's
aCCsllnt at Hnal payment.
11,2 BASIC COMPENSATION
11.2,1 FOR BASIC SERVICES, as described in Article 2, and any other services included in Article 12 as part of Basic Services, Basic
Compensation shall be computed as follows:
(Insert basis of compensation including stipulated sums, multiples or percentages, and identify phases to which particular lJu:thods of compensation app~v, ifnecessary.)
An estimated fee of $639,180; based upon a percentage of 6,0% times a total construction cost estimated at $10,653,000,
The fee will be fixed at the completion of pre-design, schematic design or design development phase, Construction cost
includes all components designed and/or specificied in RMA construction documents and the Construction Management
fee for construction phase services.
L) 1.2.2 Where compensation is based on a stipulated sum or percentage of Construction Cost, progress payments for Basic Services in
each phase shall total the following percentages of the total Basic Compensation payable:
(Insert additional phases as appropriate.)'
Pre-Design Phase five percent (5%)
Schematic Design Phase: ten percent (10%)
Design Development Phase: twenty percent (20%)
Construction Documents Phase: forty percent (40%)
Bidding or Negotiation Phase: five percent (5%)
Construction Phase: twenty percent (20%)
Total Basic Compensation one hundred percent (100%)
11,3 COMPENSATION FOR ADDITIONAL SERVICES
11.3,1 FOR PROJECT REPRESENTATION BEYOND BASIC SERVICES, as described in Paragraph 3.2, compensation shall be
computed as follows:
11.3,2 FOR ADDITIONAL SERVICES OF THE ARCHITECT, as described in Articles 3 and 12, other than (1) Additional Project
Representation, as described in Paragraph 3,2, and (2) services included in Article 12 as part of Basic Services, but excluding services of
consultants, compensation shall be computed as follows:
(Insert basis of compensation, including rates and/or multiples of Direct Personnel Expense for Principals and employees. and identifY Principals and classifY employees,
ifrequired. Identify specific services to which particular methods of compensation apply. if necessary.) ,
As defined in attached Exhibit A.
11.3.3 FOR ADDITIONAL SERVICES OF CONSULTANTS, including additional structural, mechanical and electrical engineering
services and those provided under Subparagraph 3419 or identified in Article 12 as part of Additional Services, a multiple of one ( 1,1)
r"IIA DOCUMENT B141/CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - @ 1992 -
0HE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE NoW., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying
violates U.S. copyright laws and will subject the violator to legal prosecution, This document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below, User Document:
b141cma.aia --1/25/2002. AlA License Number 1009092, which expires on 12/31/2002.
Electronic Format B141/CMa-1992
10
times the amounts billed to the Architect for such services.
(identify specific t}Fes of consultants in Anicle 12, if required)'
r-) 1.4 REIMBURSABLE EXPENSES
'---11.4,1 FOR REIMBURSABLE EXPENSES, as described in Paragraph 10,2, and any other items included in Article 12 as Reimbursable
Expenses, a multiple of one ( 1,0 ) times the expenses incurred by the Architect, the Architect's employees and consultants in the
interest of the Project.
11,5 ADDITIONAL PROVISIONS
11.5,1 IF THE BASIC SERVICES covered by this Agreement have not been completed within forty-eight (48) months of the date
hereof, through no fault of the Architect, extension of the Architect's services beyond that time shall be compensated as provided in
Subparagraphs 10,3,3 and 11,3-2,
11.5.2 Payments are due and payable thirty ( 30 ) days from the date of receipt of the Architect's invoice. Amounts unpaid sixty (
60) days after the invoice date shall bear interest at the rate entered below, or in the absence thereof at the legal rate prevailing from time
to time at the principal place of business of the Architect.
(/nsen rate of interest agreed upon.)
(Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owners and Architect s
principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Specific legal advice should be obtained with respect to
deletions or modifications. and a/so regarding requirements such as written disclosures or waivers.)
11,5,3 The rates and multiples set forth for Additional Services shall be annually adjusted in accordance with normal salary review
practices of the Architect, not to exceed 5% increase in any category,
ARTICLE 12
OTHER CONDITIONS OR SERVICES
(Insen descdptions of other sen~ices. identify Additional Services included within Basic Compensation, and insert modifications to the payment and compensation
terms lilcluded in this Agreement.)'
(J
This Agreement entered into as of the day and year first written above,
-~.
OWNER (Signature) ARCHITECT (Signature)
Mr. John Erar, City Administrator Ted Rozeboom, AlA, NCARS
City of Andover Rozeboom Miller Architects, Inc.
(Pnnted name and title) (PrInted name and title)
r--e-IA DOCUMENT B1411CMa - OWNER-ARCHITECT AGREEMENT - CONSTRUCTION MANAGER-ADVISER EDITION - 1992 EDITION - AIA@ - @ 1992 -
, ;'-IE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVENUE NW., WASHINGTON, D.C. 20006-5292. WARNING: Unlicensed photocopying
'---"iolates U.s. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the
AlA and can be reproduced in accordance with your license without violation until the date of expiration as noted below. User Document:
b14lcma.aia -- 1/2512002. AlA License Number 1009092, which expires on 12/31/2002.
Electronic Format B141lCMa-1992
11
C) Exhibit A
The following hourly rates will apply to Rozeboom Miller Architects, Inc. (RMA) through 2003.
Hourly rates will be adjusted a maximum of 5% on an annual basis.
Principal Architect: $95
Senior Architect: $75
Registered Architect: $65
Staff Architect: $50
Intern Architect: $40
Administrative Support: $32
0
C)
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,_/J
CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N,W. . ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW,C1.ANDOVER.MN,US
TO: Mayor and Councilmembers
CC: John Erar, City Administratort(...
FROM: Vicki V olk, City Clerk
SUBJECT: Raffle Permit/North Metro Soccer Association
DATE: April 14, 2003
INTRODUCTION
North Metro Soccer Association has applied for an Exempt Permit to conduct a raffle on June 15,
2003 at Sunshine Park.
" \
'__J DISCUSSION
As part of the permit process the city can: 1) approve the application with no waiting period; 2)
approve the application with a 30 day waiting period (this allows the Gambling Control Board to
issue a permit after 30 days); or 3) deny the application.
Attached is a copy of the application.
ACTION REQUIRED
The City Council is requested to consider approving the application with no waiting period.
Respectfully submitted,
ILL O~
Vicki Volk
City Clerk
, , ;
Minnesota Lawful Gambling 3.101
,
, ) LG220 Application for Exempt Penn it Fee. $25 Fee Pai:l
-
Organization Infonnation Check No,
Organization name} h,.B 'ls h Previous lawful gambling exemption number
lJol2.M / 'Jt! 20' {X~I fL>C;a.- 617
n~ ~ StatelZip Code CO~fty
V ~ JJW !Lii I .i-JIJOktL
Name of chief executive offICer (CEO) Daytime phone number of CEO
!J};~/(f Last name
Name of treasurer
First name
- -
,/ fee
Type of Nonprofit Organization
Check the box that best describes your organization:
o Fraternal o Religious
o Veteran ~er nonprofrt organiZation
Chec~ox that i,ndi~es ~e type of proof your organization attached to this application:
- IRS letter indICating Income tax exempt status
o CertifICate of Good Standing from the Minnesota Secretary of State's OffICe
o A charter showing you are an affiliate of a parent nonprofrt organization
o Proof previously submitted and on file with the Gambling Control Board
, ,
'_J Gamblin Premises Infonnation
Name of premises ~ gambling !lClMty wi. be conducted (for raflles, tistthe site where the drawing will take place)
,j{,fWu - f ilL
Address (do not use PO box) City StalelZip Code County
/1r1 eI(JYeL rmJ 55::x:4 AIJolLt:l-
Date{s) of aclMly (for raffles. indicate the date of the drawing)
-:JUt../E 15M
Check the box or boxes that indicate the type of gambling activity your organization wiD be conducting:
o .Bingo 0' RaflIes (cash prizes may not exceed $12,000) 0 .Paddlewheels 0 .PuB- Tabs 0 *Tipboards
.Equipment for these activities must be obtained from a licensed distributor.
This form will be made available in Your nama and and your organization's t wing: Boar members, of the
aIlematiw tonnat (i.e, large prill, BraiHe) name and address wiD be public rnormation Board whose work assignment requires
upon request. The infonnalion requested when received by the Board. All the other that they have access to the infonnalion;
on this fonn (and any attachments) will be infonnation that you provide wil be private the Minnesota Department of Public Safely;
used by the Gambling Control Board data about you until the Board issues your tha Minnesota Attorney General; the
(Board) to determine your qualifICations to permit, When the Board issues your Minnesota Commissioners of
be involved in lawful gambfll1ll acIiIIiIies in permit, all of the infonnation that you have Administration, ~mance, and Rewnue; the
Minnesota, You ha\oIilthe right to refuse to provided to the Board in the process of Minnesota Legislaliw Auditor. national and
supply the infonnalion ~uested; however, applying for your permit wiU become public, international gambling regulatory agencies:
if you refuse to supply this infonnalion. the If the Board does not issue you a permit. anyone pursuant to court order; other
Board may not be able to detennine your all the infonnation you have provided in the individuals and agencies that are
qualificalionsand. as a consequence, may process of applying for a permit remains specificaUy authorized by slate or federal
refuse to issue you a permit. If you supply private. with the exception of your name law to have access to the information;
the infonnalion requested. the Board wi and your organization's name and address indMduals and agencies for which law or
be able to process your appftcalion, which wiD remain public. legal order authorizes a new use or sharing
Private data about you are available only to of infonnation after this Notice was gillen;
and anyone with your consent,
, .
J
LG220 Application for Exempt Permit Page20f2
3101
Organi4<Jtion Name
" Local Unit of Government Acknowledgment
.
-
If the gambling premises Is within city limits, the If the gambling premises Is located In a township, both
city must sign this application. the county and township must sign this application.
On behalf of the city, I acknowledge this appfication. On behalf of the county, I acknowledge this application,
Check the action that Check the action that
the city is taking on this application. the county Is taking on this application.
o The city approves the appfication with no o The county approves the application with no
waiting period, waiting period,
o The city approves the application with a 30 day D The county approves the appfication with a 30 day
waiting period, and anows the Board to issue a waiting period, and allows the Board to issue a
permit after 30 days (60 days for a first class permit after 30 days.
city).
o The city denies the application, D The county denies the application.
Print namE! of city Print name of county
(Signature of c.y personnel receiving appfication) (Signature of county personnel receMng appfication)
Hie
TllIe Dale----1-----1_
Date----1----1_ TOWNSHIP: On behalf of the township, I acknowledge that
, the organi4<Jtion is applying for exempted gambfing actMty
\~ J within the township fimits, IA township has no staMory
authority to approve or deny an application (M"nn, stat. see,
349.213, subd, 2).]
Print name of township
(Signature of township official acknowledging appQcation)
nle
Date----1-1_
Chief Executive Officer's Signature
The information provided in this application is complete an~,zc~e best of my knowledge.
Chief executive offICer's signature '-Ih aILVth.-. d. rJ.-Al./>Xl: A
Name (please print) (h/hlIUeN E- f I ~r:"..& U Date.E 1 ~ 7,03
Mail Application and Attachments
At least 45 days prior to your scheduled activity date send:
. the completed application, If your application has not
. a copy of your proof of nonprofit status, and been acknowledged by the
. a $25 application fee (make check payable to "State of Minnesota"). local unit of government Of
Appficatlon fees are not prorated, refundable, or transferable. has been denied, do not
Send to: Gambling Control Board send the application to the
1711 West County Road B. Suite 300 South Gambling Control Board,
RoseviUe, MN 55113
-' ,
(j)
,
0
CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N,W.. ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW.CI.ANDOVER.MN,US
TO: Mayor and Councilmembers
CC: John Erar, City Administratorigv
Will Neumeister, Community evelopment Director!~
FROM: Courtney Bednarz, City Plann~
SUBJECT: Approve Final Plat/Woodland Estates 4th Addition - Planning
DATE: April 15, 2003
INTRODUCTION
The City Council is asked to approve the final plat ofthe project to be known as "Woodland
Estates 4th Addition",
DISCUSSION
/ \ The final plat is found to be substantially in compliance with the preliminary plat and applicable
'---) ordinances. The attached resolution itemizes the remaining steps before the final plat can be
released to be recorded at Anoka County.
Park Dedication
The City Council approved a combination of land dedication and park dedication fees for this
plat. Ordinance 10 describes the process for determining the value of the land that will be
dedicated (see attached ordinance section). The value of the land will be deducted from the total
park dedication that would have been paid had no land been dedicated.
Additional Easement
An additional easement is needed to allow the City access to a manhole and storm sewer conduit
located west of Lot 23, Block 3, outside the plat. This easement also must be dedicated with a
separate document.
Temporary Road Easements
Temporary road easements are needed for the temporary cul-de-sacs located at the end of Quinn
Street NW and 152nd Lane NW. These easements must be dedicated with a separate document
that is structured to expire upon the extension of these roadways as has been done in the past (for
Uplander Street NW, for example). These easements have been added to the resolution as a
condition of approval.
0 Property Line Adjustment
The applicant has adjusted the property lines of Lot 23 and Lot 26, Block 3 to accommodate
future development of property to the west. These adjustments were not part of the preliminary
plat review and variances have not been approved to create unbuildable outlots as shown on the
plat. Staff recommends that these areas be deeded to the property to the west with a lot line
0 adjustment to prevent the outlots from remaining. This has been added as a condition of
approval.
ACTION REQUESTED
Please adopt the attached resolution approving the final plat.
Attachment
Resolution
Location Map
Final Plat (full size plan in packet)
Ordinance 10, Section 9.07.6
Cc: Woodland Development 13632 VanBuren Street NE Ham Lake, MN 55304
, \
'J
\
'J
-;2.-
CITY OF ANDOVER
, COUNTY OF ANOKA
'J
STATE OF MINNESOTA
RES. NO
A RESOLUTION APPROVING THE FINAL PLAT OF "WOODLAND ESTATES 4TH
ADDITION" AS BEING DEVELOPED BY WOODLAND DEVELOPMENT LOCATED IN
THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF
SECTION 22, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LEGALLY
DESCRIBED AS FOLLOWS:
The north half of the north half of the southwest quarter of Section 22, Township 32,
Range 24, Anoka County, Minnesota.
WHEREAS, the City Council has approved the preliminary plat of the project to be known as
"Woodland Estates 4th Addition"; and
WHEREAS, the Developer has presented the final plat of Woodland Estates 4th Addition; and
WHEREAS; the City Engineer has reviewed such final plat for conformance with the
preliminary plat.
~) NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to
hereby approve the final plat of Woodland Estates 4th Addition contingent upon receipt of the
following:
1. The City Attorney presenting a favorable opinion.
2. Security to cover legal and engineering costs as determined by the City Engineer.
3. The developer shall provide an escrow for the uncompleted grading of the site which
is to be determined by the City Engineer or if the site grading is completed, a letter
from the developer's engineer that lots are graded according to the approved grading
plan.
4. The final plat shall not be signed by the Mayor and Clerk until there is an executed
Development Contract & all associated fees, escrows and bonds have been paid.
5. Developer is responsible for obtaining all permits from U.S. Army Corps of
Engineers, DNR, LGU, Coon Creek Watershed District, MPCA and any other agency
that may be interested in the site.
6. Park dedication shall be paid as determined by the Park and Recreation Commission
under the terms of Ordinance 10.
7. An additional easement shall be dedicated to allow the City access to a manhole and
storm sewer conduit located west of Lot 23, Block 3, outside the plat. This easement
shall be dedicated with a separate document.
8. Temporary road easements shall be provided for the temporary cul-de-sacs to be
located at the end of Quinn Street NW and 152nd Lane NW. These easements shall be
~-.J dedicated with a separate document that is structured to expire upon the extension of
these roadways.
9. Outlots A and B shall be eliminated by being combined with property to the west of
the plat.
-3-
Adopted by the City Council ofthe City of Andover this _ day of ,2003.
\
0
CITY OF ANDOVER
ATTEST:
Victoria V olk, City Clerk Michael R. Gamache, Mayor
, ,
,-.J
, ,
-,-,)
-4--
Woodland Estates 4th Addition
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Andover Planning
-5'-
"- dedication of land for park, playground, open space or public use purposes, the Park and
'"-_/) Recreation Commission shall recommend to the City Council the amount of cash said
Commission feels should be so contributed. Such recommendation shall be based on the
market value of the undeveloped land that would otherwise have been conveyed or
dedicated.
In lieu of land dedication, the City may require from the developer or owner a cash
contribution which is based on a fee per lot/unit basis for the development of residential
zoned property. In the case of the development of commercialfmdustrial zoned property,
the City may require a cash contribution from the developer or owner which is based on
ten (10%) percent of the market value of the land. These fees are established and adopted
by the City Council resolution and are effective for any plat that has not received
preliminary plat approval after the date of publication of this ordinance. The fees would
also apply to plats that have received preliminary plat approval, but have not received
final plat approval by the City Council within twelve months of the publication date of
this ordinance. (IOCC,4-20-99)
9.07.6 Market Value of Lands. "Market Value", for the purposes of this Ordinance
shall be determined as of the time of the final plat without improvements in accordance
with the following:
A. The Park and Recreation Commission and owners or developers may
" recommend to the City Council the market value. The City Council after
" / reviewing the Park and Recreation Commission's recommendation, may
agree with the owner or the developer as to market value. (lOBB, 8-4-98)
B. The owner or the developer may select from a list, one of three accredited
appraisers that has been approved by the City to establish ~e market
value. The appraisal shall be at the expense of the owner or the developer.
Such appraisal shall be accepted by the City Council and the owner or
developer as being an accurate appraisal of "market value".
(lOBB, 8-4-98)
9.07.7 Density and Open Space Requirements. Land area so conveyed or dedicated
for park, open space and playground purposes may not be use by an owner or developer
as an allowance for development as set out in the City Zoning ordinance. The land shall
be in addition to, (except for 9.07.8), and not in lieu of, open space requirements for
Planned Unit Developments pursuant to the City Zoning Ordinance.
9.07.8 Credit for Private Open Space. Where private open space for park and
recreation purposes is provided in a proposed development and such space is to be
privately owned and maintained by the owner of that development, such areas may be
used for credit at the discretion of the City Council against the requirement of dedication
, for park and recreation purposes, provided the City Council finds it is in the public
"-) interest to do so and that the following standards are met: (10Z, 9-16-97)
-t;-
@
CITY OF ANDOVER
, -' 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100
,_/
FAX (763) 755-8923. WWW.cl.ANDOVER.MN.US
TO: Mayor and Council Members
CC: John Erar, City Administrator:t/ .
David D. Berkowitz, City Eng neer "DOE
FROM: Todd J. Haas, Asst. City Engineer
SUBJECT: Approve No Parking ResolutionlWoodland Estates 4th Addition - Engineering
DATE: April 15, 2003
INTRODUCTION
This item is in regards to approving a resolution designating No Parking on both sides on certain
streets located in the Woodland Estates 4th Addition development.
DISCUSSION
As part of the approval of the preliminary plat, certain streets were widened to accommodate an on-
, \. street bike route. By restricting the parking on both sides it will result in providing a safe route for
'_J bicycles, which is recommended by AASHTO. This restriction is consistent with other streets that
have bike routes within Woodland Estates and Woodland Estates 2nd Addition. The streets that will
require No Parking are as follows:
1. 152nd Lane NW between Verdin Street NW (west side of plat) and Nightingale Street NW.
2. Uplander Street NW between the south property line of Woodland Estates 4th Addition and
the end of the cul-de-sac near Lots 13 & 24, Block 3.
BUDGET IMPACT
The cost of the signs and the installation of the No Parking signs will be the responsibility of the
developer.
ACTION REQUIRED
The City Council is requested to approve the attached resolution designating No Parking on certain
streets.
Respectfully submitted,
Tt:1(~
\
./
CITY OF ANDOVER
'. / COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
A RESOLUTION DESIGNATING NO PARKING ON BOTH SIDES ON CERTAIN
STREETS LOCATED IN WOODLAND ESTATES 4TH ADDITION
DEVELOPMENT.
WHEREAS, the City Council approved the bikeway route as part of the
preliminary plat at their December 17, 2002 regular meeting.
WHEREAS, the City Council believes restricting the parking will provide a
safe route for bicycles, which is recommended by AASHTO.
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover
that there be no parking located on both sides on the following streets:
1. 152nd Lane NW between Verdin Street NW (west side of plat) and
Nightingale Street NW.
2. U~lander Street NW between the south property line of Woodland Estates
. , 4t Addition and the end of the cul-de-sac near Lots 13 & 24, Block 3.
,
'. / Adopted by the City Council of the City of Andover this 15th day of April,
2003.
CITY OF ANDOVER
ATTEST:
Michael R. Gamache - Mayor
Victoria Volk - City Clerk_
,
'. ,
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C0
'0 CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD NW. . ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923 . WWW.CLANDOVER.MN.US
TO: Mayor and Council Members
CC: John Erar, City Administrato(.\~
David D. Berkowitz, City Enginee;DDD
FROM: Todd J. Haas, Asst. City Engineer
SUBJECT: App'rove Plans & Specs/Order Advertisement for Bids/03-2/Woodland Creek
Golf Villas - Engineering
DATE: April 15, 2003
INTRODUCTION
The City Council is requested to approve final plans and specifications and order the
advertisement of bids for Project 03-2, Woodland Creek Golf Villas.
/ \ DISCUSSION
\..~ The Woodland Creek Golf Villas development is located east of Round Lake Boulevard on
South Coon Creek Drive adjacent to Woodland Creek Golf Course. The plans and specifications
for the construction of the municipal streets and utilities were previously ordered by the City
Council and have been completed. A copy of the plans and specifications are available in the
Engineering Department for review.
ACTION REQUIRED
The City Council is requested to approve the resolution approving final plans and specifications
and ordering the advertisement of bids for Project 03-2, Woodland Creek Golf Villas.
Respectfully submitted,
:Z<<ai~
\
\.J cc: Olvan Properties LLC, PO Box 67, Forest Lake, MN 55025
CITY OF ANDOVER
\ COUNTY OF ANOKA
J STATE OF MINNESOTA
RES. NO.
MOTION by Couneil member to adopt the following:
A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND
ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 03-2, Woodland
Creek Golf Villas.
WHEREAS, pursuant to Resolution No. 040-03, adopted by the City
Council on the 4th day of March , 2003, the City Enqineer has
prepared final plans and specifieations for Project 03-2 for Woodland Creek Golf
Villas.
WHEREAS, such final plans and specifieations were presented to the City
Council for their review on the 15th day of April , 2003 .
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby approve the Final Plans and Specifications.
BE IT FURTHER RESOLVED by the City Council of the City of Andover to
\ hereby direct the City Clerk to seek public bids as required by law, with such bids to
'----.) be opened at 10:00 AM , Mav 13 ,2003 at the Andover City Hall.
MOTION seeonded by Council member and adopted by the
City Couneil at a reqular meeting this 15th day of April , 2003 , with
Council members voting in
favor of the resolution, and Council members voting against, whereupon
said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Michael R. Gamache - Mayor
Victoria Volk - City Clerk
.~~
(!!)
City of Andover
, \ 1685 Crosstown Boulevard N.W. . Andover. Minnesota 55304. (763) 755-5100
,-j Fax (763) 755-8923 . www.ci.andover.mn.us
TO: Mayor and Council Members
CC: John Erar, City Administratorft/
David D. Berkowitz, City Eng eei15!:>}$
FROM: Todd Haas, Asst. City Engineer
SUBJECT: Accept Petition/Order Feasibility Report/03-17/14027 Crosstown Boulevard
NW /WM - Engineering
DATE: April 15, 2003
INTRODUCTION
The City has received a petition from the property owner of 14027 Crosstown Boulevard NW
requesting the improvement of watermain (see attached petition), Project 03-17.
\:
'--~ DISCUSSION
Watermain was installed along the west side of this property which is Crosstown Boulevard NW
under Project 87-38. Due to that, the watermain that was installed was considered trunk.
Property owners adjacent and/or those that benefited from the trunk were not assessed until the
property owner requests to hook up.
BUDGET IMP ACT
The cost of the improvement would be assessed to the property owner over a 5 year period.
ACTION REQUIRED
The City Council is requested to approve the resolution declaring adequacy of petition and
ordering preparation of a feasibility report for the improvement of watermain for Project 03-17,
in the area of 14027 Crosstown Boulevard NW.
Respectfully submitted,
~L"~
cc: Barbara Chapotan, 14027 Crosstown Boulevard NW, Andover
, ,
,~
CITY OF ANDOVER
\ COUNTY OF ANOKA
'.) STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember to adopt the following:
A RESOLUTION DECLARING ADEQUACY OF PETITION AND ORDERING
PREPARATION OF A FEASIBILITY REPORT FOR THE IMPROVEMENT OF
WATERMAIN , PROJECT NO. 03-17, IN THE AREA OF 14027
CROSSTOWN BOULEVARD NW.
WHEREAS, the City Council has received a petition, dated April 3. 2003
requesting the construction of improvements; and
WHEREAS, such petition has been validated to represent the signatures of
100% of the affected property owners requesting such improvement.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover that:
1. The petition is hereby declared to be 100% of owners of property affeeted,
thereby making the petition unanimous.
2. Escrow amount for feasibility report is 0
, ; 3. The proposed improvement is hereby referred to the City EnQineer and he is
instructed to provide the City Council with a feasibility report.
MOTION seconded by Councilmember and adopted by the
City Council at a reQular meeting this 15th day of April , 2003, with
Councilmembers voting in
favor of the resolution, and Councilmembers voting
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Michael R. Gamache - Mayor
Victoria Volk - City Clerk
, I
uS-Ii
Fr-(' P' D
"';'" 1_ ,I l-
tL-\JS....1 "J' l-
A{- '3 . ()3 l APR - 3~!ll j
Date ---~-_.~---
C rr\: C~:: {:J',,,; ER
- ~---._.
Andover City Engineer
1685 Crosstown Boulevard NW
Andover, MN 55304
Re: Municipal Improvements
Dear City Engineer:
We do hereby petition for improvements of~sanitary sewer, storm
sewer and streets (circle one or more) with the costs of the improvement to be
assessed against my benefitting property.
Said petition is unanimous and the public hearing may be waived. We would like
to be assessed over a 5 year feriod.
/1
\ I ;k _~
Property ~er . . ~LLJ{). W.w.
Address \ q 0'] 1- C. (Qj)SCS TOW n
5s-:socf
City, State, Zip . . f0
Phone (Home) ~ VlcY 0 \) 9-UL vY\
(Work)
C -::rG 3 ')'1S 4- V d <{ is
C"'t'.fo1-t:>f'l
G:\DA T A\ST AFF\RHONDAA\FORMS\PETITION .DOC
''1
'J
:fjioRTH Wi)ODSWi.s7' ~ ~ g !g 14052
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.-
~~~~: N ..
,\ City of Andover Departments: + .-
.' .-J Engineering;
'- Planning; ...
Public Works;
GIS ...
_ M ~
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a.,.,....... A.d*................ H_ben.... caIJecUd,.,. Gte... ....
AMb c,..tJ -'-WI 0....... ....II1II1'" 0IIIdII Addr.. Map far Aadcrftr. ~ . , 100 .!II _ 2!lt JCIO _ .-.
l.etstln.: H:\CISDAT A\COD\PROJlcnu.urOMA.P..APR
..
@
0
CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923. WWW.cJ.ANDOVER.MN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administrator!)~J ~
Will Neumeister, Community Development Director
FROM: Courtney Bednarz, City Planne~
SUBJECT: Approve Final PlatIFoxburgh Crossings- Planning
DATE: April 15, 2003
INTRODUCTION
The City Council is asked to approve the final plat of the project to be known as "Foxburgh
Crossings".
\ DISCUSSION
\._)
The final plat is found to be in compliance with the preliminary plat and applicable ordinances.
The attached resolution itemizes the remaining steps before the final plat can be released to be
recorded at Anoka County.
ACTION REOUESTED
Please adopt the attached resolution approving the final plat.
Attachment
Resolution
Location map
Final Plat (full size plan in packet)
Cc: Steve Boone, 6712 Bryant Avenue North Brooklyn Center, MN 55430
,
,-.J
CITY OF ANDOVER
COUNTY OF ANOKA
'1 STATE OF MINNESOTA
'"j
RES. NO
A RESOLUTION APPROVING THE FINAL PLAT OF "FOXBURGH CROSSINGS" AS
PROPOSED BY GRAND TETON DEVELOPMENT, LLC LOCATED IN THE SOUTHEAST
QUARTER OF THE NORTH HALF OF SECTION 27, TOWNSHIP 32, RANGE 24, ANOKA
COUNTY, MINNESOTA, LEGALLY DESCRIBED AS FOLLOWS:
THE SOUTH 495.00 FEET OF THE EAST HALF OF THE NORTHEAST QUARTER OF
SECTION 27, TOWNSHIP 32, RANGE 24 WEST, ANOKA COUNTY, MINNESOTA LYING
EAST OF THE WEST 660.00 FEET; TOGETHER WITH THAT PART OF SAID EAST HALF
OF THE NORTHEAST QUARTER DESCRIBED AS FOLLOWS; COMMENCING AT THE
SOUTHWEST CORNER OF SAID EAST HALF; THENCE EAST ALONG THE SOUTH
LINE OF SAID EAST HALF, 528.00 FEET TO THE POINT OF BEGINNING OF THE LAND
TO BE DESCRIBED; THENCE NORTH, PARALLEL WITH THE WEST LINE OF SAID
EAST HALF A DISTANCE OF 325.00 FEET; THENCE EAST, PARALLEL WITH THE
SOUTH LINE OF SAID EAST HALF A DISTANCE OF 132.00 FEET; THENCE SOUTH,
PARALLEL WITH SAID WEST LINE A DISTANCE OF 325.00 FEET TO SAID SOUTH
LINE; THENCE WEST, ALONG SAID SOUTH LINE A DISTANCE OF 132.00 FEET TO
THE POINT OF BEGINNING.
, WHEREAS, the City Council has approved the preliminary plat of the project to be known as
\~ ,/
"Foxburgh Crossings"; and
WHEREAS, the Developer has presented the final plat of Foxburgh Crossings; and
WHEREAS; the City Engineer has reviewed such final plat for conformance with the
preliminary plat.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to
hereby approve the final plat of Foxburgh Crossings contingent upon receipt of the following:
1. The City Attorney presenting a favorable opinion.
2. Security to cover legal and engineering costs as determined by the City Engineer.
3. The developer shall provide an escrow for the uncompleted grading of the site which
is to be determined by the City Engineer or if the site grading is completed, a letter
from the developer's engineer that lots are graded according to the approved grading
plan.
4. The final plat shall not be signed by the Mayor and Clerk until there is an executed
Development Contract & all associated fees, escrows and bonds have been paid.
5. Developer is responsible for obtaining all permits from U.S. Army Corps of
Engineers, DNR, LGU, Coon Creek Watershed District, MPCA and any other agency
that may be interested in the site.
\ 6. Park dedication fees in the amount of$22,100.
I 7. Trail fees shall be paid in the amount of$5,356.
'J
-2-
" / Adopted by the City Council ofthe City of Andover this _ day of ,2003.
CITY OF ANDOVER
ATTEST:
Victoria V olk, City Clerk Michael R. Gamache, Mayor
"
, /
,
,
". ~
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City of Andover
-5'- Planning Department
-
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0 CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N,W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923. WWW.CLANDOVER.MN,US
TO: Mayor and Council Members
CC: John Erar, City Administrator ~'fV
David D. Berkowitz, City Engi eervP..:E
FROM: Todd J. Haas, Asst. City Engineer
SUBJECT: Approve Plans & Specs/Order Advertisement for Bids/02-47/Foxburgh
Crossing - Engineering
DATE: April 15, 2003
INTRODUCTION
The City Council is requested to approve final plans and specifications and order the
advertisement of bids for Project 02-47, Foxburgh Crossing.
DISCUSSION
~) The Foxburgh Crossing development is located in the northwest comer of the intersection of
Hanson Boulevard and Andover Boulevard. The plans and specifications for the construction of
the municipal streets and utilities were previously ordered by the City Council and have been
completed. A copy of the plans and specifications are available in the Engineering Department
for review.
ACTION REOUIRED
The City Council is requested to approve the resolution approving final plans and specifications
and ordering the advertisement of bids for Project 02-47, Foxburgh Crossing.
Respectfully submitted,
T~i4-
cc: Bill Gleason, Grand Teton Development, 8525 Edinbrook Crossing, Suite 101, Brooklyn
/ \ Park, MN 55443
\J
CITY OF ANDOVER
. \ COUNTY OF ANOKA
'--) STATE OF MINNESOTA
RES. NO.
MOTION by Council member to adopt the following:
A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND
ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 02-47 ,
FOXBURGH CROSSING .
WHEREAS, pursuant to Resolution No. 040-03, adopted by the City
Council on the 4th day of March , 2003, the City Enqineer has
prepared final plans and specifications for Project 02-47 for Foxburqh Crossinq.
WHEREAS, such final plans and specifications were presented to the City
Council for their review on the 15th day of April , 2003 .
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Andover to hereby approve the Final Plans and Specifications.
BE IT FURTHER RESOLVED by the City Council of the City of Andover to
hereby direet the City Clerk to seek public bids as required by law, with such bids to
be opened at 1 :30 PM , Mav 13 ,2003 at the Andover City Hall.
" \
0' MOTION seconded by Council member and adopted by the
City Council at a reqular meeting this 15th day of April , 2003 , with
Council members voting in
favor of the resolution, and Couneil members voting against, whereupon
said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Michael R. Gamache - Mayor
Vietoria Volk - City Clerk
'.
'../
@)
, , City of Andover
,j 1685 Crosstown Boulevard N.W.' Andover, Minnesota 55304. (763) 755-5100
Fax (763) 755-8923 . www.ci.andoveLmn.us
TO: Mayor and Council Members
CC: John Erar, City Administrat01~
FROM: David D. Berkowitz, City Engineer
SUBJECT: Approve NPDES Phase II Permit/02-31 - Engineering
DATE: April 15, 2003
INTRODUCTION
The National Pollutant Discharge Elimination System (NPDES) Phase II permit is an unfunded
federal mandate required for all Municipal Separate Storm Sewer Systems (MS4's). As part of
the permit, cities must include a Storm Water Pollution Prevention Program (SWPPP), which
includes several Best Management Practices (BMP's). A general permit application form is also
, required.
, /
The purpose of this permit is to educate the public on the effects that pollutants have on the water
system and reduce the amount of pollutants that are discharged into the water system by
implementing the BMP's.
DISCUSSION
The original deadline for the permit application was March 10, 2003. At that time the city
submitted the application, but the MPCA extended the deadline for the SWPPP and BMP's to
May 9, 2003. Attached for your review is a copy of the SWPPP and BMP's that the City of
Andover will submit as part of the permit.
ACTION REQUIRED
The City Council is requested to approve the SWPPP and BMP's for the NPDES Phase II permit.
Respectfully sUbm~
(f)~CJ. \
\ David D. Berkowitz ~
,_ I
:' .'- fP)mJ#J~r
'.. -- -,'
CITY OF ANDOVER
Storm Water Pollution Prevention Program
(SWPPP)
. )
,_/
,
. ,
'_J
Notice of intent to obtain coverage
General Storm Water Permit Application (MN R
i for Small Municipal Separate Storm Sewer Systems (MS4s)
, (Noticed as MN R 580000)
Minnesota Pollution Control Agency
520 Lafayette Road North, 51. Paul, MN 55155-4194
Application deadline: March 10, 2003
Please read the instructions carefully and use the "tab" key to move through the fields of this form. Enter
responses using drop down menus, check boxes and text as indicated. Use the "save as" feature in MS Word to
save this template as a document.
I. MS4 Information
A. Application Type
Application type: Single site or administrative area If multiple sites, number of attached application forms:
MS4s with multiple sites such as campuses, dispersed facilities. or state agency regions/districts. must a/lach a completed application for each site or
administrative area. An authorized person with overall responsibility or an officially delegated representative must sign each application form.
B. MS4 Owner
City of Andover
Community, municipality, agency or other party having ownership or operational control of the MS4.
1685 Crosstown Blvd.
Mailing Address
,
'- ~- 'Andover MN 55304
City State Zip Code
Anoka Rum River and Mississippi
County Major Watershed (see enclosed map)
41-0983248 6138823
Federal Tax ID State Tax ID
C. General Contact
Berkowitz David City Engineer
Last Name First Name Title
General contact (official, staff member, consultant or other) for permit compliance issues.
1685 Crosstown Blvd.
Mailing Address
Andover MN 55304
City State Zip Code
763-755-5100 dberkowitz@ci.andover.mn.us
Telephone (include area code) E-Mail Address
II. Certification of the Storm Water Pollution Prevention Program (SWPPP)
A. Have you developed a Storm Water Pollution Prevention Program for your MS4? [8JYes DNo
" Municipalities must demonstrate how their Storm Water Pollution Prevention Program will be implemented and
, enforced over the term of the five-year permit. SWPPPs must incorporate appropriate educational components,
-. BMPs and measurable goals.
Provide a brief description of the plan to complete the SWPPP if "No" is marked above.
MPCA MS4 Stonn Water Permit Application lof8 02/06/03
B. Summary of the six minimum control measures. Complete items B. 1. through Jtl)[ffjfJJfPf
/ '\ Storm Water Pollution Prevention Programs must address the specific requirements contained in Part V. G. of the permit. SWPPPs must
0 outline how the six minimum control measures will be addressed. the contact person. department in charge. time frame and measures that
will be implemented to meet the schedules required by the permit.
1. Public education and outreach measures
Berkowitz David Engineering
Contact Last Name First Name Department
1685 Crosstown Blvd.
Mailing Address
Andover MN 55304
City State Zip Code
763-755-5100 dberkowitz@cLandover.mn.us
Telephone (include area code) E-Mail Address
a) Have Best Management Practices (BMPs) that will be implemented for this minimum [8JYes DNo
control measure been planned or developed?
b) Have measurable goals for each BMP for this minimum control measure been planned or [8JYes DNo
developed?
c) Has an estimated timeline for implementing each BMP for this minimum control [8JYes DNo
measure been planned or developed? Timelines should include, in narrative or numerical
form, the months and years required actions will occur, interim milestones, and
frequency of action, as appropriate.
,- 1) Have the educational components for this minimum control measure been planned or [8JYes DNo
U developed?
e) Provide a brief description of the plan to complete any requirements marked "No" above.
2. Public participation and involvement measures
Berkowitz David Engineering
Contact Last Name First Name Department
1685 Crosstown Blvd.
Mailing Address
Andover MN 55304
City State Zip Code
763-755-5100 dberkowitz@cLandover.rnn.us
Telephone (include area code) E-Mail Address
a) Have Best Management Practices (BMPs) that will be implemented for this minimum [8JYes DNo
control measure been planned or developed?
b) Have measurable goals for each BMP for this minimum control measure been planned or [8JYes DNo
developed?
c) Has an estimated timeline for implementing each BMP for this minimum control [8JYes DNo
measure been planned or developed? Timelines should include, in narrative or numerical
form, the months and years required actions will occur, interim milestones, and
'\ frequency of action, as appropriate.
,~d) Have the educational components for this minimum control measure been planned or [8JYes DNo
developed?
e) Provide a brief description of the plan to complete any requirements marked "No" above.
MPCA MS4 Storm Water Permit Application 20f8 02/06/03
3. Illicit discharge detection and elimination
Berkowitz David
:;ontact Last Name First Name Department
"J
- 1685 Crosstown Blvd.
Mailing Address
Andover MN 55304
City State Zip Code
763-755-5100 dberkowitz@ci.andover.rnn.us
Telephone (include area code) E-Mail Address
a) Have Best Management Practices (BMPs) that will be implemented for this minimum ~Yes DNo
control measure been planned or developed?
b) Have measurable goals for each BMP for this minimum control measure been planned or ~Yes DNo
developed?
c) Has an estimated timeline for implementing each BMP for this minimum control ~Yes DNo
measure been planned or developed? Timelines should include, in narrative or numerical
form, the months and years required actions will occur, interim milestones, and
frequency of action, as appropriate.
d) Have the educational components for this minimum control measure been planned or ~Yes DNo
developed?
e) Provide a brief description ofthe plan to complete any requirements marked "No" above.
4. Construction site storm water runoff control measures
" "Berkowitz David Engineering
"--' Contact Last Name First Name Department
1685 Crosstown Blvd.
Mailing Address
Andover MN 55304
City State Zip Code
763-755-5100 dberkowitz@ci.andover.rnn.us
Telephone (include area code) E-Mail Address
a) Have Best Management Practices (BMPs) that will be implemented for this minimum ~Yes DNo
control measure been planned or developed?
b) Have measurable goals for each BMP for this minimum control measure been planned or ~Yes DNo
developed?
c) Has an estimated timeline for implementing each BMP for this minimum control ~Yes DNo
measure been planned or developed? Timelines should include, in narrative or numerical
form, the months and years required actions will occur, interim milestones, and
frequency of action, as appropriate.
d) Have the educational components for this minimum control measure been planned or ~Yes DNo
developed?
e) Provide a brief description of the plan to complete any requirements marked "No" above.
\5. Post-construction storm water management measures
'J Berkowitz David Engineering
Contact Last Name First Name Department
1685 Crosstown Blvd.
MPCA MS4 Storm Water Permit Application 30f8 02/06/03
Mailing Address
Andover MN 55304 !O)rm!J~U
City State Zip Code
'763-755-5100 dberkowitz@ci.andover.mn.us
'----' Telephone (include area code) E-Mail Address
a) Have Best Management Practices (BMPs) that will be implemented for this minimum [8JYes DNo
control measure been planned or developed?
b) Have measurable goals for each BMP for this minimum control measure been planned or [8JYes DNo
developed?
c) Has an estimated timeline for implementing each BMP for this minimum control [8JYes DNo
measure been planned or developed? Timelines should include, in narrative or numerical
form, the months and years required actions will occur, interim milestones, and
frequency of action, as appropriate.
d) Have the educational components for this minimum control measure been planned or [8JYes DNo
developed?
e) Provide a brief description of the plan to complete any requirements marked "No" above.
6. Pollution prevention and good housekeeping measures
Berkowitz David Engineering
Contact Last Name First Name Department
1685 Crosstown Blvd.
Mailing Address
Andover MN 55304
/ ~ity State Zip Code
'-_.../763-755-5100 dberkowitz@ci.andover.rnn.us
Telephone (include area code) E-Mail Address
a) Have Best Management Practices (BMPs) that will be implemented for this minimum [8JYes DNo
control measure been planned or developed?
b) Have measurable goals for each BMP for this minimum control measure been planned or [8JYes DNo
developed?
c) Has an estimated timeline for implementing each BMP for this minimum control [8JYes DNo
measure been planned or developed? Timelines should include, in narrative or numerical
form, the months and years required actions will occur, interim milestones, and
frequency of action, as appropriate.
d) Have the educational components for this minimum control measure been planned or [8JYes DNo
developed?
e) Provide a brief description of the plan to complete any requirements marked "No" above.
c. Reporting and record keeping requirements.
Have reporting and record keeping requirements for implementation of the Storm Water [8JYes DNo
Pollution Prevention Program been planned or developed?
Provide a brief description of the plan to complete the reporting and record keeping requirements if "No" is
marked above.
'J
MPCA MS4 Stonn Water Permit Application 40f8 02/06/03
Required Application Attachments
Complete a one page SWPPP Summary Sheet and a BMP Description Sheet for each type ofBMP that will
,~Je implemented. (See last two pages of the application form.)
A. Is the SWPPP Summary Sheet attached? [8JVes DNo
B. Is one BMP Description Sheet attached for each BMP? [8JVes DNo
C. How many BMP Description Sheets are attached? 48
IV. Limitations of Coverage
A. Part II Limitations on Coverage and Appendix C
I have read Part II Limitations on Coverage and Appendix C of the MS4 general permit and [8JVes
certify that we intend to comply with the applicable requirements of those sections.
B. Special Waters
Please refer to the Guidance Manual for Small Municipal Separate Storm Sewer Systems (MS4s) and the
enclosed map to complete this section.
1. Does the MS4 discharge into Prohibited Waters as defined in Minn. R. 7050.0180, DVes [8JNo
subp. 3, 4, and 5? See Attachment Four of the Guidance Manualfor Small Municipal
Separate Storm Sewer Systems (MS4s) for further information. If yes, please list below
and contact Lou Flynn at (651) 296-6575 or 10uis.f1ynn@state.mn.us. Be advised that
you will be required to obtain an individual permit versus a general permit.
,
, /
j
2. Does the MS4 discharge into waters with a Restricted Discharge as defined in Minn. R. [8JVes DNo
7050.0180, subp. 6, 6a, and 6b? If yes, please list below and comply with Part IX,
Appendix C, Item B. See Attachment Four of the Guidance Manualfor Small Municipal
Separate Storm Sewer Systems (MS4s) for further information.
Rum River
3. Does the MS4 discharge into Trout Waters as defined in Minn. R. 6264.0050 subp. 2 & DVes [8JNo
4? If yes, please list below and comply with Part IX, Appendix C, Item C. See
Attachments Two and Three of the Guidance Manual for Small Municipal Separate
Storm Sewer Systems (MS4s) for further information.
4. Does the MS4 discharge into Wetlands as defined in Minn. R. 7050.0130, subp. F? See [8JVes DNo
Attachment Four of the Guidance Manualfor Small Municipal Separate Storm Sewer
Systems (MS4s) for further information.
5. Does the MS4 have a process to evaluate discharges that require applicable [8JVes DNo
Environmental Review as required by State or federal laws? See Part IX of the
Guidance Manual for Small Municipal Separate Storm Sewer Systems (MS4s) for further
information.
/ '6. Does the MS4 have a process to evaluate discharges whose direct, indirect, interrelated, [8JVes DNo
,..j interconnected, or independent impacts may jeopardize a listed Endangered or
Threatened Species or adversely modify a designated critical habitat? See Part IX ofthe
Guidance Manualfor Small Municipal Separate Storm Sewer Systems (MS4s) for further
MPCA MS4 Storm Water Permit Application 50f8 02/06/03
information. @f?JfiJF7f
7. Does the MS4 have a process to evaluate discharges which may adversely affect [gIYes DNa
,
) properties listed or eligible for listing in the National Register of Historic Places or
affecting known or discovered archeological sites? See Part IX ofthe Guidance Manual
for Small Municipal Separate Storm Sewer Systems (MS4s) for further information.
If you answered "No" to Item 5, 6, or 7, briefly explain how the MS4 will come into compliance with the
requirements of Appendix C.
v. Owner or Operator Certification
The person with overall, site or administrative area SWPPP implementation responsibility must sign the
application. This person must be duly authorized to sign the application (mayor, designated public works
director, president of the university, etc.).
I certify under penalty oflaw that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gathered and
evaluated the information submitted. Based on my inquiry of the person or persons, who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete (Minn. R. 7001.0070).
I also certify under penalty oflaw that I have read, understood, and accepted all terms and conditions of the
. National Pollutant Discharge Elimination System (NPDES) General Storm Water Permit for MS4s that
'- ./authorizes storm water discharges identified in this application form.
I understand that as a permittee, I am legally accountable under the Clean Water Act to ensure compliance with
the terms and conditions of the NPDES General Storm Water Permit for MS4s.
I also understand that MPCA enforcement actions (pursuant to Minn. Stat. ~115.07, 116.072, and Section 309
of the Clean Water Act) may be taken against me or the MS4 ifthe terms and conditions of the NPDES General
Storm Water Permit for MS4s are not met.
Authorized Signature Date
Berkowitz David City Engineer
Last Name First Name Title
Official notices will be sent to person indicated here.
1685 Crosstown Blvd.
Mailing Address
Andover MN 55304
City State Zip Code
763-755-5100 dberkowitz@ci.andover.mn.us
Telephone (include area code) E-Mail Address
.._-~/
MPCA MS4 Storm Water Permit Application 60f8 02/06/03
City of Andover SWPPP @~!Jfr
/- \ Minimum Control Measure (MCM) Summary
0
The following is a summary of the BMP's chosen by the City of Andover. Each BMP is
categorized into one or more Minimum Control Measures to meet the Maximum Extent
Practicable standard set forth in the permit requirements. Where a BMP addresses more
than one MCM, it is listed under every appropriate MCM.
Public Education and Outreach
1.A 2003-04 Education Activity Implementation Program
l.A.1 Storm Water Update Newsletter Articles
l.A.2 Storm Water Survey Utility Bill Insert
1.A.3 Storm Water Information Website
1.AA Meeting with Lawn care Professionals
1.A.5 Meeting with Educational Professionals
1.A.6 Presentation to City Council
1. A. 7 Presentation to City Staff
1.B 2004-08 Education Activity Implementation Program
2.A Follow Applicable Public Notice Requirements
2.B Annual Public Meeting
2.C Community Documentation Procedures
2.D Adopt-A-Street
\ 2.G Watershed Organization
'---)
6.A.1 Park and Open Space Training Program
6.A.2 Fleet Building Maintenance Training Program
6.A.3 Storm Water System Maintenance Training Program
\
0
Public Participation and Involvement [Q)rm~fr
l.A 2003-04 Education Activity Implementation Program
, I.A.2 Storm Water Survey Utility Bill Insert
,
'-../ l.A.4 Meeting with Lawn care Professionals
l.A.5 Meeting with Educational Professionals
l.A.6 Presentation to City Council
1.A.7 Presentation to City Staff
l.B 2004-08 Education Activity Implementation Program
2.A Follow Applicable Public Notice Requirements
2.B Annual Public Meeting
2.C Community Documentation Procedures
2.D Adopt-A-Street
2.G Watershed Organization
4.E Public Non-Compliance Complaints and Reports
4.E.2 Construction Site Erosion and Sediment Control Complaint Reports
Illicit Dischan!e Detection and Elimination
l.A.I Storm Water Update Newsletter Articles
1.A.2 Storm Water Survey Utility Bill Insert
1.A.3 Storm Water Information Website
1.A.4 Meeting with Lawn care Professionals
1.A.5 Meeting with Educational Professionals
1.A.6 Presentation to City Council
0 l.A.7 Presentation to City Staff
2.C Communitv Documentation Procedures
2.D Adopt-A-Street .
2.G Watershed Organization
3.A Storm Water System Map
3.B Illicit Discharge, Detection and Enforcement Ordinance
3.B.1a Property Transfer Septic System Inspection
3.C.1a Post-Construction Septic System Maintenance
3.C.2e Conducting Camera Tests
3.C.4a Sanitary Sewer Maintenance
3.C.4d Sanitary Sewer Record Keeping
4.F.6 Inspections of Construction Site Erosion Control Measures
6.A.1 Park and Open Space Training Program
6.A.2 Fleet Building Maintenance Training Program
6.A.3 Storm Water System Maintenance Training Program
6.B.l.a(1 ) Automobile Maintenance Program
6.B.l.a(3) Parking Lot and Street Cleaning
6.B.l.a( 5) Storm Drain System Cleaning
6.B.l.a( 6) Road Salt Materials Management Program
6.B.3 Storm Sewer Inspection Program
,
0
Construction Site Storm Water Runoff Control [Q)~~?r
1.A.l Storm Water Update Newsletter Articles
/ \ 1.A.2 Storm Water Survey Utility Bill Insert
0
1.A.3 Storm Water Information Website
2.C Community Documentation Procedures
2.G Watershed Organization
4.A Construction Site Erosion Control Ordinance
4.A.1 Floodplain Regulation
4.A.2 Shoreland Protection
4.B Construction Site Plan Review
4.C.l Construction Site Entrance Criteria
4.C.2 Construction Site Debris Storage and Maintenance
4.C.3 Construction Site Waste Disposal Criteria and Definitions
4.C.9 Inspection Program of Construction Site Waste
4.D.1 & Site Plan Review Process
4.D.3
4.E Public Non-Compliance Complaints and Reports
4.E.2 Construction Site Erosion and Sediment Control Comolaint Reports
4.F.6 Inspections of Construction Site Erosion Control Measures
5.A Develooment and Re-Development Plan Review Program
5.A.1a,b,d Storm Water Ponds
5.A.6 Outlet Structure Stabilization
5.C.1a Buffer Strip Ordinance .
, \ 5.D.1, Stabilization Sodding or Seeding
'--j 5.D.ld
Post-Construction Storm Water Management
1.A.1 Storm Water Update Newsletter Articles
2.C Community Documentation Procedures
3.C.1a Post-Construction Septic System Maintenance
4.A.1 Floodplain Regulation
4.A.2 Shoreland Protection
5.A Development and Re-Development Plan Review Program
5.A.1a,b,d Storm Water Ponds
5.A.6 Outlet Structure Stabilization
5.C Water Resources Management Plan
5.C.la Buffer Strio Ordinance
5.D.1, Stabilization Sodding or Seeding
5.D.1d
5.F.1 Storm Water Control Post-Construction Ordinance
~
[Q)~j'J?r
Municipal Pollution Prevention/Good Housekeeping
6.A.l Park and Open Space Training Program
,__.J 6.A.2 Fleet Building Maintenance Training Program
6.A.3 Storm Water System Maintenance Training Program
6.B.l.a(1 ) Automobile Maintenance Program
6.B.1.a(3) Parking Lot and Street Cleaning
6.B.l.a( 5) Storm Drain System Cleaning
6.B.l.a(6) Road Salt Materials Management Program
6.B.3 Storm Sewer Inspection Program
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BMP Description Sheet
MS4 Name: City of Andover [Q)mJ~fr
UniQue Identifvinq Number: 1.A
'VIinimum Control Measures Addressed bv This BMP
",~
l!l P'b1~ 0"","00 & 0'"'''' ~ Co""ru,"oo ,.. "ooff oootro"
X Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
2003-2004 Education Activity Implementation Program
BMP Description:
The City of Andover will establish a basic 2003-2004 Edueation Activity Implementation Program
during the first year of the reporting cycle to determine public awareness, attitudes and behaviors
on environmental issues related to storm water using the specific components below.
Measurable Goals: Timeline I Implementation Schedule:
. Completed 2003-2004 Education Activity . Year 1 - Completed meetings and
Implementation Program presentations; newsletter articles, utility bill
inserts designed and distributed
Specific Components & Notes (optional):
. Storm Water Update Newsletter Articles (1.A.1)
, ~ Storm Water Survey Utility Bill Insert (1.A.2)
\'- ). Storm Water Information Website (1.A.3)
. Meetings with Lawn Care Professionals (1.A.4)
. Meetings with Educational Professionals (1.A.5)
. Presentations to City Council (1.A.6)
. Presentation to City Staff (1.A.7)
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Dept. or OrQ.: EnQineerinQ
Title: City EnQineer Dept. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitziWci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: City staff, developers, builders, residents, businesses, students,
etc.
. Education aoals for each audience in terms of increased awareness. increased understandina. acauired
skills. and/or desired chanaes in behavior: See "Description"
. Activities used to reach educational aoals for each audience: See "Specific Components"
. Activitv implementation plans. includina responsible department in charae. entities responsible for aiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachina education aoals:
See "Measurable Goals"
\
, - I
BMP Description Sheet
MS4 Name: City of Andover @rPJ#'Jf7r
Unique IdentifyinQ Number: 1.A.1 '~inimum Control Measures Addressed bv This BMP
'~~J/
W P,bll, ed,oatio" & o""ea'" ~ Co",,,"ctloo "ie ruooff 000001,
Public participation & involvement X Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Storm Water Update Newsletter Articles
BMP Description:
The City of Andover will include articles in the City newsletter to update private residents and
businesses on a quarterly basis. It will explain storm water related issues including, but not limited
to, those listed within the specific components below.
Measurable Goals: Timeline I Implementation Schedule:
. Number of newsletter articles . June 2003 - Completed format, design of
. Number of households reached article and first quarterly article sent out with
City Newsletter.
Specific Components & Notes (optional):
. 2003-2004 Education Activity Implementation Program (1.A)
, Environmentally friendly lawn care practices
.
, .' ,
. Public meetings and presentations
. Public awareness and changes to the SWPPP
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Dept. or Oro.: Enoineerina
Title: City EnQineer Dept. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz(cl)ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education ooals for each audience in terms of increased awareness. increased understandina. acauired
skills. and/or desired chanQes in behavior: See "Description"
. Activities used to reach educational aoals for each audience: See "Specific Components"
. Activitv implementation plans. includina responsible department in charoe. entities responsible for oiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachina education ooals:
See "Measurable Goals"
1
'.- /
BMP Description Sheet
MS4 Name: City of Andover @~#Jff(
Unique Identifying Number: 1.A.2 Minimum Control Measures Addressed bv This BMP
I
1II P,b11c ed,c"lo" & o,trea'" ~ Oo"'tructiO" ,lie ru"off co"lrol,
X Public participation & involvement Post-construction storm water management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Storm Water Survey Utility 8iUlnsert
BMP Description:
The City of Andover will develop a survey to be distributed to private residents and businesses
asking questions regarding storm water awareness, attitudes and behaviors. The City will review
the returned eomments and adjust the 2004-2008 Education Activity Implementation Program (1.8)
accordingly. The survey will help in determining the educational programs developed for each
Minimum Control Measure for the Permit.
Measurable Goals: Timeline I Implementation Schedule:
. Number of returned surveys . August 2003 - Completed survey handout
. Completed analysis of returned surveys and approved questions
. Oetober 2003 - Surveys distributed into
billing invoices
. March 2004 - Evaluation of surveys and
submittal of revised Education Activity
\ ./ Implementation Program (1.8)
Specific Components & Notes (optional):
. 2003-2004 Education Activity Implementation Program (1.A)
. Private lawn care praetices
. Storm water runoff awareness
. Environmental attitudes
. Storm water related behaviors
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Dep!. or Org.:
Title: City Enaineer Dep!. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitzlalcLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education qoals for each audience in terms of increased awareness. increased understandinq. acquired
skills. and/or desired chanqes in behavior: See "Description"
. Activities used to reach educational qoals for each audience: See "Specific Components"
. Activitv implementation plans. includinq responsible department in charqe. entities responsible for qiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachinq education qoals:
, See "Measurable Goals"
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BMP Description Sheet
MS4 Name: City of Andover
UniQue Identifying Number: 1.A.3 fE5JrPJ#JrPtr
, 'lIinimum Control Measures Addressed bv This BMP
\..J
W P,bl. "''''''00 & 0'"'"'' ~ CO",'Nct"m "to Nooff oootrol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Storm Water Information Website
BMP Description:
The City of Andover will develop a Website within the current City Web location to discuss the
specific components listed below. The Website will provide citizens with an understanding of the
NPDES regulations and how the City is meeting those regulations, as well as posting the SWPPP
for downloading.
Measurable Goals: Timeline I Implementation Schedule:
. Website developed and posted for public . Oetober 2003 - Developed website layout
access and coordinate updating schedule
. Feebaek from website users . March 2004 - Implemented Website and
links to specifie components
Specific Components & Notes (optional):
, ' 2003-2005 Education Activity Implementation Program (1.A)
. ,
, )
'-- . Storm Water Update Utility Bill Insert (1.A.1)
. Storm Water Pollution Prevention Plan Link
. Storm water goals
. Current public meetings and presentations
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Dept. or Orq.:
Title: City Enqineer Dept. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz{Q)ci.andover.mn. us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education Qoals for each audience in terms of increased awareness, increased understandinQ, acquired
skills, and/or desired chanaes in behavior: See "Description"
. Activities used to reach educational aoals for each audience: See "Specific Components"
. Activitv implementation plans. includina responsible department in charae. entities responsible for Qiven
activities, and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachina education Qoals:
See "Measurable Goals"
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BMP Description Sheet
MS4 Name: City of Andover @~~fr
Unique IdentifvinQ Number: 1.AA ,/ 'lIJIinimum Control Measures Addressed bv This BMP
\..J
~ p"~;, "'"OO"on & outre.", ~ Co",""ct;O" ,;Ie N"off co"lrol,
X Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Meeting with Lawn Care Professionals
BMP Description:
The City of Andover will conduct a meeting with eurrent lawn care professionals which eonduct
business within the City's jurisdiction. The purpose of the meeting will be to inform the lawn care
professionals of storm water related issues and possible solutions and listen to concerns
associated with current practiees.
Measurable Goals: Timeline I Implementation Schedule:
. Meeting held . February 2004 - Completed meeting
. Number of attendees agenda, attendees list and first meeting
Specific Components & Notes (optional):
. 2003-2004 Education Activity Implementation Program (1.A)
'9 Fertilizer applieation rates
\.... ). General storm water runoff impaets from lawn eare - ereate awareness
.
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: Enaineerina
Title: Citv Enaineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education aoals for each audience in terms of increased awareness. increased understandina. acauired
skills. and/or desired chances in behavior: See "Description"
. Activities used to reach educational aoals for each audience: See "Specific Components"
. Activitv implementation plans. includina responsible department in charae. entities responsible for aiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachina education aoals:
See "Measurable Goals"
~~
BMP Description Sheet
MS4 Name: City of Andover [Q)~~?r
UniQue IdentifvinQ Number: 1.A.5 ,.. 'l\IIinimum Control Measures Addressed bv This BMP
'-../
~ p,b1~ .""'000 & o"."h ~ Co",lruct;oo ,.., "moff ",olml,
X Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Meeting with Educational Professionals
BMP Description:
The City of Andover will conduct a meeting with educational professionals within the school district
loeated in the City's jurisdictional boundaries. The purpose of the meeting will be to inform the
educational professionals of storm water related issues, review current programs, understand
educational challenges unique to Andover and introduee new material listed in the speeific
components below.
Measurable Goals: Timeline I Implementation Schedule:
. Meeting held . February 2004 - Completed meeting
. Number of attendees agenda, attendees list and first meeting
, \
\... Specific Components & Notes (optional):
. 2003-2004 Education Activity Implementation Program (1.A)
. Metro WaterShed Partners of Minnesota
. Multimedia CD-ROMS and videos
.
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Dept. or Ora.: Enaineerina
Title: City Enaineer Dept. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education ooals for each audience in terms of increased awareness. increased understandina, acouired
skills. and/or desired chanaes in behavior: See "Description"
. Activities used to reach educational aoals for each audience: See "Specific Components"
. Activitv implementation plans. includina responsible department in charoe. entities responsible for oiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachina education aoals:
See "Measurable Goals"
0
BMP Description Sheet
MS4 Name: City of Andover @~!J?f
Unique IdentifvinQ Number: 1.A.6 ''VIinimum Control Measures Addressed bv This BMP
'--./.
00 P'bt;, eO",,,,," & 0'"'''' ~ Co",Iru"'m ,fte '"""" roo.ol'
X Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Presentation to City Council
BMP Description:
The City of Andover will prepare a presentation to the City Council on a yearly basis to explain the
specific components listed below. This presentation will increase Council awareness of storm
water runoff issues and justify the importance of implementing the SWPPP provisions.
Measurable Goals: Timeline I Implementation Schedule:
. Completed presentation . Deeember 2003 - First annual presentation
given to the City Council
. Annual presentation each year of Permit
Specific Components & Notes (optional):
. NPDES regulations
. Urban storm water impacts to water bodies
'_J SWPPP provisions
.
. Current SWPPP status and challenges
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Dept. or OrQ.: EnoineerinQ
Title: cTIV EnQineer Dept. Head: .
Phone: (763)755-5100 Phone:
E-mail: dberkowitzC1i2cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education aoals for each audience in terms of increased awareness. increased understandina. acauired
skills. and/or desired chanaes in behavior: See "Description"
. Activities used to reach educational aoals for each audience: See "Specific Components"
. Activitv implementation plans. includina responsible department in charoe, entities responsible for oiven
activities, and schedules: See "Responsible Person", Responsible Department" and "Time line"
. Available performance measures that can be used to determine success in reachina education Qoals:
See "Measurable Goals"
,
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BMP Description Sheet fQJfFJJJf7r
MS4 Name: City of Andover
Unique IdentifvinQ Number: 1.A.7
Minimum Control Measures Addressed bv This BMP
, ' .
~ P"~I, ed"",tioo & mrtreaoh ~ 00"""''''00 "ie ",ooff ooolrol,
X Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Presentation to City Staff
BMP Description:
The City of Andover will prepare a presentation to the City Staff on a yearly basis to explain the
specific components listed below. This presentation will increase Staff awareness of storm water
runoff issues and justify the importance of implementing the SWPPP provisions.
Measurable Goals: Timeline I Implementation Schedule:
. Completed presentations . December 2003 - First annual presentation
given to the City Staff
. Annual presentation each year of Permit
Specific Components & Notes (optional):
. NPDES regulations
, J Urban storm water impacts to water bodies
~ ..
. SWPPP provisions
. Current SWPPP status and challenges
. Responsible departments for BMPs
.
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: Enaineering
Title: Citv Enaineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education ooals for each audience in terms of increased awareness. increased understandinq. acquired
skills. and/or desired chanqes in behavior: See "Description"
. Activities used to reach educational qoats for each audience: See "Specific Components"
. Activitv implementation plans. includinq responsible department in charoe. entities responsible for qiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachinq education ooals:
See "Measurable Goals"
"
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BMP Description Sheet
MS4 Name: City of Andover fRlfO) ~ (E''lP
Unique IdentifyinQ Number: 1.B t!J;l.nl;;:JU U
: -V1inimum Control Measures Addressed bv This BMP
'J
~ Public education & outreach B Construction site runoff controls
X Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
2004-2008 Education Activity Implementation Program
BMP Description:
The City of Andover will establish a 2004-2008 Edueation Activity Implementation Program during
the first year of the reporting cycle. Decisions on the program will be determined by examining the
basic 2003-2004 Edueation Activity Implementation Program (1.A) and evaluating the specific
components listed below. Specific input from the meetings with educational professionals and the
Storm Water Survey Utility Bill Insert (1.A.1) will be used to evaluate additional programs for this
program.
Measurable Goals: Timeline J Implementation Schedule:
. Completion of the 2004-2008 Education . Year 1 - Conduct the 2003-2004 Education
Activity Implementation Program Activity Implementation Program (1.A) and
evaluate components
. Year 2 - Completed outline of 2004-2008
, Education Activity Implementation Program
\. J and implementation schedule
Specific Components & Notes (optional): ;
. 2003-2004 Education Activity Implementation Program (1.A)
. Storm Water Update Newsletter Articles (1.A.1)
. Storm Water Survey Utility Bill Insert (1.A.2)
. Meeting with Educational Professionals (1.A.5)
. Presentation to City Couneil (1.A.6)
. Presentation to City Staff (1.A. 7)
ResDonsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz DeDt. or Ora.: Enqineerinq
Title: City Enaineer DeDt. Head:
Phone: 1763\755-5100 Phone:
E-mail: dberkowitzl1i)cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: City staff, developers, builders, residents, businesses, students,
etc.
. Education Qoals for each audience in terms of increased awareness. increased understandinQ. acquired
skills. and/or desired chanoes in behavior: See "Description"
. Activities used to reach educational Qoals for each audience: See "Specific Components"
. Activitv implementation plans. includino responsible department in charQe. entities responsible for qiven
',_ ) activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachinq education ooals:
See "Measurable Goals"
BMP Description Sheet
MS4 Name: City of Andover @~#Jpr
UniQue IdentifvinQ Number: 2.A Minimum Control Measures Addressed bv This BMP
I!J P"blle od"e,'o" & mrt.."h ~ Co",lruetio",1te "moff eo"lrol,
X Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Follow Applicable Public Notice Requirements
BMP Description:
The City of Andover eurrently provides a notice of public informational meeting at least 30 days
prior to the meeting. The City will continue the practice for the annual storm water meeting or any
subsequent meetings to disuss the provisions of the SWPPP, it's effectiveness, or amendments
there to. Include all eomponents listed below and distribute public notiees in areas to best notify a
diverse group of citizens within the Andover jurisdiction.
Measurable Goals: Timeline I Implementation Schedule:
. Completed public notice . The first 3D-day public notice will be for the
2003 annual public meeting and continued
on an annual interval. If periodic meetings
beeome necessary, additional 3D-day publie
notices will be implemented
'- ,Specific Components & Notes (optional):
. Date
. Time
. Location
. Deseription of how the meeting will be conducted
. Location of the SWPPP for review prior to the meeting
. Location of notice
0 City Bulletin Board
0 City Newsletter
0 Local Newspaper
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Dept. or Ora.: Enaineerina
Title: Citv Enaineer Dept. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitzlalci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education qoals for each audience in terms of increased awareness. increased understandinq, acquired
skills, and/or desired chanqes in behavior: See "Description"
. Activities used to reach educational qoals for each audience: See "Specific Components"
. Activitv implementation plans, includinq responsible department in charqe. entities responsible for qiven
, , activities, and schedules: See "Responsible Person", Responsible Department" and "Timeline"
, ' Available performance measures that can be used to determine success in reachinq education qoals:
'I. See "Measurable Goals"
BMP Description Sheet
MS4 Name: City of Andover fP)~IlJ~r
Unique Identifying Number: 2.B
, V1inimum Control Measures Addressed bV This BMP
"-./
~ P,b1;c ed,,,,,,"" & 0'.'''0" B Co",""""" ,;te ""off oo"'m',
X Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Annual Public Meeting
BMP Description:
Conduct an annual public meeting to receive public opinion on the adequacy and effectiveness of
the SWPPP program eomponents.
Measurable Goals: Timeline I Implementation Schedule:
. Completed public meeting and attendance . March 2004 - First annual meeting. The
specific components listed below will be
considered when developing and
implementing the meeting agendas.
. Annual meeting in each year of the Permit
cycle
Specific Components & Notes (optional):
" , Establish meeting procedures and processes for speakers and written material.
\.- / .
. Consider timely, relevant written materials submitted by the public.
. Allow interested persons time to make oral statements on SWPPP.
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: Enaineerina
Title: CltVEnaineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education ooals for each audience in terms of increased awareness, increased understandino, acquired
skills. and/or desired chanqes in behavior: See "Description"
. Activities used to reach educational qoals for each audience: See "Specific Components"
. Activitv implementation plans, includinq responsible department in charqe. entities responsible for oiven
activities, and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachinq education qoals:
See "Measurable Goals"
~.J
BMP Description Sheet
MS4 Name: City of Andover @~!lJ!Pr
Unique IdentitvinQ Number: 2.C /' 'Minimum Control Measures Addressed bv This BMP
'-./
~ P"bU, ed""";OO & 0""03'" ~ Co",Im";o",;te ,"ooff ooo'm',
X Public participation & involvement X Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Community Documentation Procedures
BMP Description:
The City presently has personnel available on a normal working day basis and voice mail for
residents to report illicit discharge, provide comments to the SWPPP and report construetion site
sedimentation and erosion violations. Also, the City will incorporate their existing eomplaint
procedures and filing system to doeument calls.
Measurable Goals: Timeline I Implementation Schedule:
. Number of calls from the community . March 2004 - Documenting procedure will
. Number of city staff aetions initiated based be completed
on calls received . March 2004 - Make public aware of reporting
procedure
/ ,
\. )
Specific Components & Notes (optional):
. Increase public participation
. Allows citizen reports on illicit diseharge detection
. Allows citizen reports on construetion site erosion violations
. City complaint reeeipt program
.
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Dep!. or OrQ.: EnQineerinQ
Title: Citv Enqineer Dep!. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education Qoals for each audience in terms of increased awareness. increased understandina, acquired
skills. and/or desired chanqes in behavior: See "Description"
. Activities used to reach educational aoals for each audience: See "Specific Components"
. Activity implementation plans. includina responsible department in charae. entities responsible for qiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachinQ education aoals:
See "Measurable Goals"
'\
'J
BMP Description Sheet
MS4 Name: City of Andover [t5)~fjJ[Sr
Unique IdentifvinQ Number: 2.0 / 'Minimum Control Measures Addressed bv This BMP
,-/
~ ?,blie e',cat;oo & Me,eh El Co",'met;oo ,;Ie mooff eootro"
X Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Adopt-A-Street
BMP Description:
The City presently has and will continue to implement an Adopt-A-Street program to assist in
keeping the streets and boulevards free of debris. This program will be expanded and promoted to
the residents of Andover.
Measurable Goals: Timeline I Implementation Schedule:
. Number of streets adopted . Mareh 2004-Program will be implemented
Specific Components & Notes (optional):
'\ . Inerease public participation
\ - i
Responsible Person for this BMP Responsible Department or Organization
Name: Frank Stone Dept. or Org.: Public Works
Title: Public Works Suoerintendent Dept. Head:
Phone: (763)755-8118 Phone:
E-mail: fstone@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education ooals for each audience in terms of increased awareness, increased understandinq, acquired
skills, and/or desired chanoes in behavior: See "Description"
. Activities used to reach educational ooals for each audience: See "Specific Components"
. Activitv implementation plans. includinq responsible department in charoe. entities responsible for qiven
activities, and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachino education ooals:
See "Measurable Goals"
~J
BMP Description Sheet
MS4 Name: City of Andover @[9J#Jflf'
Uniaue IdentifvinQ Number: 2.G 'IIinimum Control Measures Addressed bv This BMP
'"_/'
~ p,b1< ",,",""" & 0"""" ~ c"",truotioo "ie Nooff "'0"01,
X Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Watershed Organization
BMP Description:
Participate in Lower Rum River Watershed Organization. Coordinate with Coon Creek Watershed
District.
Measurable Goals: Timeline I Implementation Schedule:
. Meetings attended . On-Going
Specific Components & Notes (optional):
. Watershed Management Plans
Responsible Person for this BMP Responsible Department or Organization
'''Jame: David D. Berkowitz Deot. or Ora.: Enqineerinq
\. 'Title: Citv Enaineer Deot. Head:
Phone: 1763\755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education aoals for each audience in terms of increased awareness. increased understandina. acauired
skills. and/or desired chanaes in behavior: See "Description"
. Activities used to reach educational aoals for each audience: See "Specific Components"
. Activitv implementation plans. includina responsible department in charae. entities responsible for aiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachina education aoals:
See "Measurable Goals"
/
',-~/
BMP Description Sheet @mJ#J~r
MS4 Name: City of Andover
UniQue Identifvina Number: 3.A
r .Minimum Control Measures Addressed bv This BMP
)
bd P,'lie ed,catl" & mrtffiaeh ~ Co",tr,ctl" ,"e "moff oo"trol,
Public participation & involvement Post-construction storm water management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Storm Water System Map
BMP Description:
Much of the piping system, inlets, ditches, wetland and detention/retention pond information is
available on existing maps, as built drawings and subdivision plans. The City will complete an
inventory and system map including components listed below.
Measurable Goals: Timeline /Implementation Schedule:
. Storm Water System map . Year 1 - Sequester all existing maps and
plans
. Year 2 - Synthesize existing maps and plans
. Year 3 - Identify and add new information
. Year 4 - Verify aceuracy and standardize
map nomenclature
. Year 5 - Completed MS4 map
.
""Specific Components & Notes (optional):
. Ponds, streams, lakes and wetlands
. Structural pollution control deviees
. All pipes 24 inches in diameter and over
. All outfalls
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot or Ora.: Enqineering
Title: City Enqineer Deot Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
,
BMP Description Sheet
MS4 Name: City of Andover @~jij?r
Unique IdentifyinQ Number: 3.B / lIJIinimum Control Measures Addressed bv This BMP
'-./
bd p,hle """,l;on & o,"..,h ~ Co",",,"on ,n. nmoff oonlco',
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Illicit Discharge, Detection and Enforcement Ordinance
BMP Description:
The State presently has regulations prohibiting non-storm water diseharge into the storm sewer
system. The City has adopted an ordinance for septic system monitoring. The City will review
existing information and adopt an Illicit Discharge, Detection and Enforcement Ordinance.
Measurable Goals: Timeline I Implementation Schedule:
. Review of existing regulations and . Year 1 - Review existing regulations and
eomparison with other eommunities and eompare with other communities and
regulatory bodies regulatory bodies
. Complete draft of revised ordinance . Year 2 - Produce draft of revised ordinanee
. Completed ordinance according to year 1 assessments
. Year 3 - Completed illicit discharge detection
and elimination ordinance
/- \
\.... 'Specific Components & Notes (optional):
. Meeting with City Attorney
. Septic system control
. Illicit connections control
. Illegal dumping control
. Right of Entry provision
ResDonsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: Engineerina
Title: Citv Enaineer Deot. Head:
Phone: 1763\755-5100 Phone:
E-mail: dberkowitzlalcLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
,~
BMP Description Sheet
MS4 Name: City of Andover @~!Jfr
Unique IdentifvinQ Number: 3.8.1a /' ~lIinimum Control Measures Addressed bv This BMP
\..../
W p,,,,, ,d,,,,'," & 0''''''''' ~ Co",lruotio",'to nmoff control,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Property Transfer Septic System Inspection
BMP Description:
Many lending institutions require septic system inspeetions prior to mortgage approval.
Measurable Goals: Timeline I Implementation Schedule:
. Number of houses sold . Mareh 1 yearly
. Number of inspections
. Number of enforeement aetions
Specific Components & Notes (optional):
. Septic System Control
/' ~esponsible Person for this BMP Responsible Department or Organization
'-- -Name: David D. Berkowitz Dept. or Orq.: Encineerinc
Title: City Encineer Dept. Head:
Phone: (763)755-5100 Phone: .
E-mail: dberkowitzCcv.cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
~-.J
BMP Description Sheet
MS4 Name: City of Andover
UniQue IdentifvinQ Number: 3.C.1 a @mJjJ?F
/ ,Minimum Control Measures Addressed bv This BMP
\......1
W P,bl', ed,",'oo & 00''''''" ~ Coo,"',lIoo ,lte nmoff oontrol,
Public participation & involvement X Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Post Construction Septic System Maintenance
BMP Description:
City Ordinance #221 requires bi-annual filing with the City of a maintenanee report on his on-site
sewage disposal system and pumping on a three year frequency. The ordinance also makes
provisions for inspection and abatement of system failure.
Measurable Goals: Timeline I Implementation Schedule:
. Reports submitted . On-Going
~ecific Components & Notes (optional):
. Bi-Annual Report
. Capacity Requirement
/ '. Individual Sewage Treatment System Professional Lieensing Inspection
\... ). Enforcement
Responsible Person for this BMP Responsible Department or Organization
Name: David Almaren Deot. or Ora.: Buildina
Title: BuildinQ Official Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dalmoren@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
, '\
\J
BMP Description Sheet
MS4 Name: City of Andover
Unique IdentifvinQ Number: 3.C.2e @t9J!Jf7f
. "VIinimum Control Measures Addressed bv This BMP
.'--../
bd P,bU, ed,,,,,,,,' ""trea'" ~ Com"",""" "Ie "'OO" ,""lml'
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Conducting Camera Tests
.
BMP Description:
The City will develop a program to televise storm sewer system to identify structural problems and eliminate
illegal and/or the improper connections to the storm drainage systems and receiving waters. Specific illicit
discharge connections will be identified using the specific component listed below. The City of Andover will
evaluate proper enforcement procedures and enforce regulations pertaining to illegal discharges into the storm
sewer system.
Measurable Goals: Timeline I Implementation Schedule:
. Length of storm sewer televised . Year 1 - Develop on-going program to
televise system
. Year 2 - Begin televising of sewer system
lines
\
'- 'Specific Components & Notes (optional):
. Televising
Responsible Person for this BMP Responsible Department or Organization
Name: Frank Stone Dept or Orq.: Public Works
Title: Public Works Superintendent Dept Head:
Phone: (763)755-8118 Phone:
E-mail: fstone/1i)ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
, ,
\J
BMP Description Sheet
MS4 Name: City of Andover @~IiJ?r
Uniaue IdentifvinQ Number: 3.C.4a 'VIinimum Control Measures Addressed bv This BMP
'-..J
W PoW;, "'o",tioo & ootr..,h ~ Co",'mot;"" ';!e moo' 00","'"
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Sanitary Sewer Maintenance
BMP Description:
The City has an on-going program of inspeeting and cleaning the sanitary sewer system.
Approximately % of the system is cleaned each year. Televising is done if inspection indicates a
potential problem.
Measurable Goals: Timeline I Implementation Schedule:
. Miles of sanitary sewer cleaned . On-Going
Specific Components & Notes (optional):
. Cleaning Schedule.
Responsible Person for this BMP Responsible Department or Organization
'Name: Frank Stone Deot. or Ora.: Public Works
"'_ /Title: Public Works Suoerintendent Deot. Head:
Phone: (763)755-8118 Phone:
E-mail: fstonelalcLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
,
'-)
BMP Description Sheet
MS4 Name: City of Andover @mJ!J~r
UniQue IdentifvinQ Number: 3.C.4d
/ -'\IIinimum Control Measures Addressed bv This BMP
'-..../
W ?",n, 00""'000 & o"_h ~ Coo","",oo "ie ,"ooff "mtrol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Sanitary Sewer Cleaning Record Keeping
BMP Description:
A reeord is kept of sewer cleaned, problem areas and lines televised.
Measurable Goals: Timeline I Implementation Schedule:
. Miles of lines cleaned . On-Going
Specific Components & Notes (optional):
ResDonsible Person for this BMP Responsible Department or Organization
Name: Frank Stone OeD!. or Ora.: Public Works
Title: Public Works Superintendent OeD!. Head:
.Phone: 1763\755-8118 .. Phone: .
r
\ .E-mail: fstone@cLandover.mn.us E-mail: .
Educational components related to this BMP (description or number - optional):
/ \
'--)
BMP Description Sheet
MS4 Name: City of Andover fP)~!J~r
Unique IdentifyinQ Number: 4.A ,Minimum Control Measures Addressed bv This BMP
" . J
~ P,bU, ed",";'" & o,tre,," ~ 00",,,""0",'" nmoff oonlrol,
Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Construction Site Erosion Control Ordinance
BMP Description:
Currently, the City has Construction Site Erosion and Sedimentation Control Regulations and
Policies. The City will evaluate present policies in relation to the permitting authority minimum
standards and develop and enact an ordinance in the first year and implement applicable
enforcement procedures in the seeond.
Measurable Goals: Timeline I Implementation Schedule:
. Evaluation of existing policies . Year 1 - Evaluate policies by comparing to
. Completed draft ordinanee MPCA minimum standards and adopt a new
. Implement new ordinance, documentation ordinance
and enforeement procedures . Year 2 - Implement new construetion site
erosion and sedimentation ordinance and
documentation and enforcement procedures
\
\. ,
Specific Components & Notes (optional):
. Right of entry provision
. Site erosion eontrol time lines for complianee
. Penalties for non-eomplianee
. Inspeetion program
. Entrance eriteria
. Debris storage
. Waste disposal
Responsible Person for this BMP ResponSible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: Enaineerina
Title: City EnQineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitzlalcLandover. mn. us E-mail:
Educational components related to this BMP (description or number - optional):
,
\.~)
BMP Description Sheet
MS4 Name: City of Andover
Uniaue Identifyina Number: 4.A.1 @~!J?r
. V1inimum Control Measures Addressed bv This BMP
- ,
~ P,Wi, "'''''''00 & o,tre,," I!J Co",bu""" ,ile "moff OO"tro"
Public participation & involvement X Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Floodplain Regulation
BMP Description:
The City presently has a Floodplain Ordinance regulating land uses, structures, barriers and
erosion control.
Measurable Goals: Timeline I Implementation Schedule:
. Permits issued . On-Going
Specific Components & Notes (optional):
. Floodplain Ordinance
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deet. or Ora.: Engineerina
" /Title: Citv Enoineer Dee!. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional): .
, - -'
BMP Description Sheet
MS4 Name: City of Andover @mJ#J?1f
UniQue Identifying Number: 4.A.2
'Minimum Control Measures Addressed bv This BMP
'---./
~ P,bl~ ed,,,,,,,, & 0""'''" ~ Oo",bu"'oo ,'m omoff 00,"01,
Public participation & involvement X Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Shoreland Protection
BMP Description:
The City presently has a Shoreland Ordinanee regulating development, waste treatment systems,
grading and filling and cutting of vegetation on shoreland abutting public waters as defined by State
Regulations.
Measurable Goals: Timeline I Implementation Schedule:
. Shoreland developments . On-Going
Specific Components & Notes (optional):
. Shoreland Ordinance
Responsible Person for this BMP . Responsible Department or Organization
-- 'Name: David D. Berkowitz Deot.orOro.:Enaineenna
'-"Title: City Enaineer Deot. Head:
Phone:- (763)755-5100 Phone:
E-mail: dberkowitz(Q)cLandover.mn.us E-mail: '.
Educational components related to this BMP (description or number - optional):
',-.J
BMP Description Sheet
MS4 Name: City of Andover @mJjJ~r
Unique IdentifvinQ Number: 4.8 -Minimum Control Measures Addressed bv This BMP
'--.1
~ P,bl;c ."",tic" & 0",,,,"'" B Co"'""ctiO" ,;Ie "moff control,
Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Construction Site Plan Review
BMP Description:
The City of Andover has a procedure for eonstruction site plan review within the Development and
Redevelopment Plan Review Program (5.A). The City will incorporate mandatory provisions and
adopted guidelines in a Construction Site Erosion and Sedimentation Ordinance (4.A).
Measurable Goals: Timeline [Implementation Schedule:
. Plans reviewed . On-Going
Specific Components & Notes (optional):
. Define communication link between planning, engineering and zoning
. Timeline for a site plan review process
. Site plan review fees and City permit application,
;- 'e BMP requirements
'-- ). Construction Site Erosion Control Ordinance (4.A)
Responsible Person for this BMP . . Responsible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: Enaineerinq
Title: Citv Enaineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
(-.J
BMP Description Sheet
MS4 Name: City of Andover
Uniaue Identifvina Number: 4.C.1 @!fJ!JIS7!
"Minimum Control Measures Addressed bv This BMP
,--/
~ P"bli, "~"",boo & ootreaoh B Co",,,","o",'!e ,"ooff ,,"trol,
Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Construction Site Entrance Criteria
BMP Description:
As a part of the proposed Construction Site Erosion Control Ordinanee, the City will include
entrance eontrol criteria.
Measurable Goals: Timeline I Implementation Schedule:
. Ordinance adoption . Year 1 - Evaluate present policies
. Year 2 - Implement new eonstruetion site
criteria under new ordinance
Specific Components & Notes (optional):
Responsible Person for this BMP Responsible Department or Organization
,Name: David D. Berkowitz Depl. or OrQ.: EnQineerina
\. /Title: City EnQineer Deal. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
\
'. )
BMP Description Sheet
MS4 Name: City of Andover @!mtiJ?r
Unique IdentifvinQ Number: 4.C.2 V1inimum Control Measures Addressed bv This BMP
'-..../
~ P,blle .',,,,,Iloo & o,be"" ~ Co",'m,,"oo ,;t. "ooff ",o'ro',
Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Construction Site Debris Storage and Maintenance
BMP Description:
The City requires on-site eonstruction site debris enclosures. Sites are periodieally inspected to
insure effectiveness. Policy will be reviewed and included in proposed Construction Erosion
Control Ordinanee.
Measurable Goals: Timeline I Implementation Schedule:
. Number of construction sites . On-Going
Specific Components & Notes (optional):
. Subdivision Control Ordinance
. Developer Contract
. Water ResoureeManagement Plan
\
, )
Responsible Person for this BMP Responsible Department or Organization
Name: David Almaren DeDt. Dr Ora.: Buildina
Title: Buildina Official Deat. Head:
Phone: (763)755-5100 Phone:
E-mail: dalmaren@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
~)
BMP Description Sheet
MS4 Name: City of Andover @fRj!lJlflf
Unique IdentifyinQ Number: 4.C.9 ./'VIinimum Control Measures Addressed bv This BMP
'-../
B P"bl~ e'""""oo & 0",","" ~ Co",tructloo "ie Nooff ,"olml,
Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Inspection Program of Construction Site Waste
BMP Description:
The City, as a part of Building Inspections, inspects eonstruction site waste eontrol measures.
Measurable Goals: Timeline I Implementation Schedule:
. Building Inspections . On-Going
Specific Components & Notes (optional):
. Building Inspeetion Program
. Construction Site Erosion Control Ordinance
Responsible Person for this BMP Responsible Department or Organization
r "lame: David Almaren Dept. or Ora.: Buildina
"'-- / ritle: Buildina Official Deot. Head:
Phone: 1763\755-5100 Phone:
E-mail: dalmarer1(cfcLandover.mn.us E-mail:
Educational components related to this BMP (description or number optional):
,J
BMP Description Sheet
MS4 Name: City of Andover @!RJjjJ~r
Uniaue Identifyina Number: 4.C.3 , 'Minimum Control Measures Addressed bv This BMP
'-./
~ p"b1~ ed""al'" & o",m"" ~ Co",,,"o'O" ,lie ru"off ","1m;'
Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Construction Site Waste Disposal Criteria and Definitions
BMP Description:
As a part of the proposed Construction Site Erosion Control Ordinance, the City will include waste
disposal eriteria.
Measurable Goals: Timeline I Implementation Schedule:
. Ordinanee adoption . Year 1 - Evaluate present policies and adopt
ordinanee
. Year 2 - Implement new eonstruction site
eriteria and sedimentation under new
ordinance
Specific Components & Notes (ootional):
'. Construction site waste disposal eriteria and definitions
\. )
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Dept. or Org.: Engineerina
Title: City Enaineer Dept. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
\
0
BMP Description Sheet
MS4 Name: City of Andover
Unique IdentifvinQ Number: 4.D.1 & 4.D.3 @!RJJiJ?7f'
"l\IIinimum Control Measures Addressed bv This BMP
\..../
~ Poblle o'o"'tic" . outre"h ~ Co",lruclio" ,.. "moff co"lrol,
Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Site Plan Review Process
BMP Description:
The City of Andover has an adopted commercial site plan review process including timetables for
review and eomment.
Measurable Goals: Timeline I Implementation Schedule:
. Number of site plan reviews . On-Going
Specific Components & Notes (optional):
Responsible Person for this BMP Responsible Department or Organization
'Name: Dept. or Orq.: Planninq
\._ / ntle: City Planner Dept. Head:
Phone: (763)755-5100 Phone:
E-mail: E-mail:
Educational components related to this BMP (description or number optional):
\_)
BMP Description Sheet
MS4 Name: City of Andover
Unique IdentifvinQ Number: 4.E @ftJjj~r
''JIinimum Control Measures Addressed bv This BMP
\~/
~ P,.Uo ."",tioo & 0",,""0" ~ Co",buotioo ,,. ,,"". ",otrol,
X Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Public Non-Compliance Complaints and Reports
BMP Description:
The City of Andover will develop a receipt log for taking information regarding construction site
issues and complaints. The City Engineer will be responsible for construction site issues regarding
erosion and sediment eontrol.
Measurable Goals: Timeline J Implementation Schedule:
. Number of eomplaints . Year 1 - Develop log
Specific Components & Notes (optional):
. Complaint and response log
\
\..... 'Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Orq.: Enqineerina
Title: Citv Enaineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
,-)
BMP Description Sheet
MS4 Name: City of Andover @~!J?Tt
Unique IdentifvinQ Number: 4.E.2
V1inimum Control Measures Addressed bv This BMP
\...../
~ Pobl. edooal;"" & outroaoh ~ Co",tru";",, ,;!e "moff "",tn>"
X Public participation & involvement Post-construction stormwater management
Illicit discharge detection & elimination Pollution preventionlGood housekeeping
BMP Title:
Construction Site Erosion and Sediment Control Complaint Reports
BMP Description:
The City Engineer is responsible to investigate and to respond to construction site erosion and
sediment control complaints.
Measurable Goals: Timeline I Implementation Schedule:
. Number of complaints . On-Going
Specific Components & Notes (optional):
. Construction Site Erosion Control Plan
. Buffer Strip Ordinance
. Tree Protection Plan
,
'--- )
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz DeDt. or Ora.: Enaineerina
Title: CItVEnaineer DeDt. Head:
Phone:(763)755-5100 Phone:
E-mail: dberkowitzlalcLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
,
,--)
BMP Description Sheet
MS4 Name: City of Andover
UniQue IdentifvinQ Number: 4.F.6 ft5JfR]!J!?r
/ 'Minimum Control Measures Addressed bv This BMP
\. /
W P,"', "',ootion & ,""ea'" ~ Co",,,",'o",lle "moff ooolcol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Inspections of Construction Site Erosion Control Measures
BMP Description:
Staff is responsible for performing routine inspeetions of eonstruction sites to verify that proper
erosion eontrol measures are being taken and to provide neeessary enforcement to violations.
Measurable Goals: Timeline {Implementation Schedule:
. Number of inspections . On-Going
. Number of violations
'Specific Components & Notes (optional):
'- ) . Construction Site Erosion Control Plan
. Buffer Strip Ordinanee
. Tree Protection Plan
. Tree and silt fenee inspeetions records
. Complaint and response log
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: Enaineerina
Title: City Engineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
\
\..J
BMP Description Sheet
MS4 Name: City of Andover @!RJIiJIF7r
UniQue Identifvin!:l Number: 5.A
"'Minimum Control Measures Addressed bv This BMP
\. /
~ p"",,,,",,,OO & 0"'.'" l!I """''''''00 ,ft. ",ooff oootrol,
Public participation & involvement X Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Development and Re-Development Plan Review Program
BMP Description:
The City of Andover has established procedures, guidelines and policies for a Development and
Re-Development Plan Review. The specific components listed below are current practiees
condueted by the City. The City Planning Department will be responsible for implementing proper
procedures for the program.
Measurable Goals: Timeline I Implementation Schedule:
. Number of plan reviews performed . Continue plan review
Specific Components & Notes (optional):
. Storm Water Wetland Detention (5.A.1)
'. Stabilization Seeding (5.A.5)
\.~). Outlet Stabilization Structure (5.A.6)
. Slope Rip-Rap Stabilization (5.A.?)
. Water Resources Management Plan (5.C)
. Timeline for a site plan review process
. Wetland Buffer Strips
. Scenic River Ordinance
. Shoreland Ordinanee
Responsible Person for this BMP Responsible Department or Organization
Name:CourtneyBedna~ Dept. or Org.: Planning
Title: City Planner Dept. Head:
Phone: (763)755-5100 Phone:
E-mail: cbedna~@ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
\~
BMP Description Sheet
MS4 Name: City of Andover (QJ~jjJ~r
Unique Identifvin~ Number: 5.A.1 a, b, d 'Minimum Control Measures Addressed bv This BMP
'-- /
~ P,.'I, ed,,,,,,," & 00''''"'" ~ Co",'n"OOn ,lie ",noff ,ontrol,
Public participation & involvement X Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Storm Water Ponds
BMP Description:
The City and/or Watershed District requires wet ponds, dry ponds, sedimentation basin, detention
or retention basins and/or storm water wetland as appropriate for storm water management volume
and treatment.
Measurable Goals: Timeline /Implementation Schedule:
. Subdivision reviews . On-Going
. Number of storm water detention ponds
Specific Components & Notes (optional):
. Water Resource Management Plan
'. Subdivision Contract Ordinance
. ) Surface Water Management Plan (5.D)
'--' .
. Development and Re-Development Post-Construction Ordinance (5.B)
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: Enaineerina
Title: City Enaineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. \
\~~
BMP Description Sheet
MS4 Name: City of Andover
Unique Identifyinq Number: 5.A.6 {f))
\.j 'JIinimum Control Measures Addressed bv This BMP !!J)!JfJ!iJ~r
~ Public education & outreach ~ Construction site runoff controls
Public participation & involvement X Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Outlet Structure Stabilization
BMP Description:
Currently, the City requires outlet structure stabilization within the standard specifications for
construction including but not limited to tie-rods, silt fence, stabilization sodding or seeding (5.A.5)
and Class II or III rip-rap or other measures as appropriate. The City will continue to include this
BMP during construction to reduce slope erosion and outlet failure.
Measurable Goals: Timeline I Implementation Schedule:
. Number of structures stabilized . Effective immediately
~. 'Specific Components & Notes (optional):
\. ' .
. Class II or III np-rap
. Tie-rods
. Stabilization Seeding (5.A.5)
. Silt fence
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: Enaineerina
Title: City Enaineer DePt. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz~ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
~J
BMP Description Sheet
MS4 Name: City of Andover [Q)~~?r
Unique IdentifyinQ Number: 5.C 'lIinimum Control Measures Addressed bv This BMP
\.j
~ Pobl. edo""oo & 001re'0I; ~ Coo'tructloo ,', ,"ooff ""otrol,
Public participation & involvement X Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Water Resources Management Plan
BMP Description:
The City of Andover has a Water Resource Management Plan (WRMP) to comply with State and
Watershed District requirements which identifies the specific components listed below. The WRMP
is scheduled for revision at the end of 2005. The City of Andover will review the existing WRMP
and make revisions.
Measurable Goals: Timeline I Implementation Schedule:
. Completed WRMP for Andover . Effective immediately
. December 2005 - Submit revised WRMP to
State and Watershed District
.
Specific Components & Notes (optional):
\. " Geology and soil types
.
. Water resources
. Land use
. Sensitive Resources
. Wetland inventory
. Water quality goals
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or OrQ.: EnQineerino
Title: City EnQineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz~ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
\J
BMP Description Sheet
MS4 Name: City of Andover @!RJ#J~r
Unique IdentifvinQ Number: 5.C.1 a
/ '\/Jinimum Control Measures Addressed by This BMP
,
.~
~ Po"< .'o",tico & ootreoo" ~ Co",truotioo ". ,"ooff ""otrol,
Public participation & involvement X Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Buffer Strip Ordinance
BMP Description:
The City of Andover currently operates under a Buffer Strip Ordinance requiring a 16% foot
vegetated buffer for wetland protection.
Measurable Goals: Timeline 'Implementation Schedule:
. Number of developments reviewed . Continued ordinance enforcement
Specific Components & Notes (optional):
. Buffer Strip Ordinance
\
\. /
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Ora.: EnQineerina
Title: City Enaineer Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dberkowitz~ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
;-)
BMP Description Sheet
MS4 Name: City of Andover @!RJ#J~r
Unique Identifyinq Number: 5.D.1, 5.D.1 d / .Minimum Control Measures Addressed by This BMP
, J
~ Pob'" edo"'''oo & oo"ea," ~ Coo,',","oo ". ,"ooff ""otrol,
Public participation & involvement X Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Stabilization Sodding or Seeding
BMP Description:
Currently the City of Andover requires proper sodding or seeding consistent with the provisions
within the Subdivision and Lawn Requirement Ordinances. The City will continue to enforce this
requirement to ensure timely vegetative cover after soil disturbance to stabilize the surfaces.
Measurable Goals: Timeline 'Implementation Schedule:
. Number of violations to sodding or seeding . Effective immediately
provision
. Number and types of enforcement actions
Specific Components & Notes (optional):
. Seed mix design consistent with State Department of Transportation Standard Specifications
, . Growing season determination for proper seeding schedules
I
\. ;. Seed Certification requirements
. Installation requirement
Responsible Person for this BMP Responsible Department or Organization
Name: David Almaren Deot. or Ora.: Buildina
Title: BuildinQ Official Deot. Head:
Phone: (763)755-5100 Phone:
E-mail: dalmQren~ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
\
" J
-'
BMP Description Sheet
MS4 Name: City of Andover /w!RJjjJ~r
Unique Identifyinq Number: 5.F.1
\ V1inimum Control Measures Addressed by This BMP
~ Po". "0""'00 & 001",00" ~ Coo,,'"'"''" ... ,"ooff ",,"trol,
Public participation & involvement X Post-construction stormwater management
Illicit discharge detection & elimination Pollution prevention/Good housekeeping
BMP Title:
Storm Water Control Post-Construction Ordinance
BMP Description:
The City of Andover currently operates under a Subdivision Ordinance. The City will review the
ordinance and the Water Resource Management Plan during year 1 of the permit cycle and
develop a Post-Construction Storm Water Control Ordinance.
Measurable Goals: Timeline 'Implementation Schedule:
. Complete ordinance review . Year 1 - Completion of ordinance review and
. Completed ordinance) developed draft
. . Implement ordinance . Year 2 - Completed and approved revised
ordinance
Specific Components & Notes (optional): ;
, , Water Resources Management Plan
.
'- ' Long term maintenance
.
Responsible Person for this BMP Responsible Department or Organization
Name: David D. Berkowitz Deot. or Org.: Enaineerina
Title: City Engineer Deot. Head:
Phone:(763)755-5100 Phone:
E-mail: dberkowitz@cLandover.mn.us . E-mail:
Educational components related to this BMP (description or number - optional):
,
\ I
BMP Description Sheet
MS4 Name: City of Andover fP)!RJ#J~r
Unique Identifvinq Number: 6.A.1
, V1inimum Control Measures Addressed by This BMP
\
'-
W Pob", edo","oo & 00'"""" ~ Coo",","oo "ie ,"ooff ""olrol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination X Pollution prevention/Good housekeeping
BMP Title:
Park and Open Space Training Program
BMP Description:
The City of Andover controls fertilizer and pesticide/herbicide applications. The City will ensure
contracted employees are licensed.
Measurable Goals: Timeline 'Implementation Schedule:
. Number of contracts let that include licensing . Include licensing requirements in contracts
requirements
Specific Components & Notes (optional):
. Fertilizer application training
. Pesticide/herbicide application training
/ "
\ Responsible Person for this BMP Responsible Department or Organization
Name: Frank Stone -c Deot. or Ora.: Public Works
Title: Public Works Superintendent Dept. Head:
Phone: 1763\755-8118 Phone:
E-mail: fstone@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education aoals for each audience in terms of increased awareness. increased understandina. acauired
skills. and/or desired chanaes in behavior: See "Description"
. Activities used to reach educational aoals for each audience: See "Specific Components"
. Activitv implementation plans. inciudina responsible department in charae. entities responsible for aiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachina education aoals:
See "Measurable Goals"
,
\. i
-- /
BMP Description Sheet
MS4 Name: City of Andover [Q)~#J?r
Unique IdentifyinQ Number: 6.A.2
/ lIJIinimum Control Measures Addressed by This BMP
'- /
W Pobll, edo,,'oo & ootreoo" ~ C",tlo,"o",', '"OO" oo"tlol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination X Pollution prevention/Good housekeeping
BMP Title:
Fleet Building Maintenance Training Program
BMP Description:
The City of Andover presently provides Fleet Maintenance Training, building maintenance is
contracted. Hazardous materials are handled by State Hazmat team. The City will continue fleet
maintenance training employees.
Measurable Goals: Timeline 'Implementation Schedule:
. Number of employees trained per year . Continuation of training program
Specific Components & Notes (optional):
. Automobile Maintenance Program (6. B.1)
Cl Vehicle inspection training
Cl Vehicle washing training
/ ~. Spill clean-up training
\....)
Responsible Person for this BMP Responsible Department or Organization
Name: Frank Stone Deot. or Ora.: Public Works
Title: Public Works Superintendent Dept. Head:
Phone: (763)755-8118 Phone:
E-mail: fstone@ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
The audience or audiences involved: See "Description"
Education qoals for each audience in terms of increased awareness. increased understandinQ. acquired
skills. and/or desired chanqes in behavior: See "Description"
Activities used to reach educational Qoals for each audience: See "Specific Components"
Activitv implementation plans. includinq responsible department in charoe. entities responsible for qiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
Available performance measures that can be used to determine success in reachinQ education Qoals:
See "Measurable Goals"
~J
BMP Description Sheet
MS4 Name: City of Andover fP)!RJ#J~r
Unique IdentifyinQ Number: 6.A.3 ! 'VIinimum Control Measures Addressed by This BMP
\... /
W Pob",,'"'''''' & 001",,01; ~ C""'"",, ,It. ,"ooff ""otrol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination X Pollution prevention/Good housekeeping
BMP Title:
Storm Water System Maintenance Training Program
BMP Description:
The City of Andover presently provides Storm Water System Maintenance Training. The program
focuses on the components listed below. The City will continue to train employees on proper
maintenance of the storm sewer system and source management.
Measurable Goals: Timeline 'Implementation Schedule:
. Number of employees trained per year . Effective immediately
Specific Components & Notes (optional):
. Parking Lot and Street Cleaning (6.B.2)
. Storm Drain System Cleaning (6.B.3)
( -~esponsible Person for this BMP Responsible Department or Organization
\.. -Name: Frank Stone Dept. or Orq.: Public Works
Title: Public Works Suoerintendent Dept. Head:
Phone: 1763\755-8118 Phone:
E-mail: fstone@ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
. The audience or audiences involved: See "Description"
. Education Qoals for each audience in terms of increased awareness. increased understandinQ. acquired
skills. and/or desired chanQes in behavior: See "Description"
. Activities used to reach educational Qoals for each audience: See "Specific Components"
. Activitv implementation plans. includinQ responsible department in charQe. entities responsible for Qiven
activities. and schedules: See "Responsible Person", Responsible Department" and "Timeline"
. Available performance measures that can be used to determine success in reachino education Qoals:
See "Measurable Goals"
, \
<-)
BMP Description Sheet
MS4 Name: City of Andover fP)!RJ#J~r
Unique IdentifvinQ Number: 6.B.1.a(1) , . Minimum Control Measures Addressed by This BMP
,--/
~ Pob",,'o""'" & ool",ooh ~ c",tru"o",'1e ,""off ""01,"1,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination X Pollution prevention/Good housekeeping
BMP Title:
Automobile Maintenance Program
BMP Description:
The City of Andover currently operates an Automobile Maintenance Program which requires
inspection, corrective actions, and employee training. The City plans to continue with the program
and report the percentage of vehicles inspected and the number of employees trained in proper
procedures.
Measurable Goals: Timeline 'Implementation Schedule:
. Number of vehicles in fleet inspected each . Implemented immediately
year
. Number of employees trained per year in
vehicle maintenance and reporting
procedures within the Fleet Maintenance
Training Program
\
\_ /Specific Components & Notes (optional):
. Vehicle washing procedures
. Maintenance intervals
. Inspection requirements and checklists
. Documenting and reporting procedures
. Fleet and Building Maintenance Training Program (6.A.2)
Responsible Person for this BMP Responsible Department or Organization
Name: Frank Stone Dept. or Ora.: Public Works
Title: Public Works Superintendent Dept. Head:
Phone: (763)755-8118 Phone:
E-mail: fstone@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
~~
BMP Description Sheet
MS4 Name: City of Andover @~!iJ~r
Unique IdentifyinQ Number: 6.B.1.a(3) - Minimum Control Measures Addressed by This BMP
'--- )
~ Pob", edo""'oo & 00'"'00" ~ Cao,tru,"ao ". '"OO" oo"trol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination X Pollution prevention/Good housekeeping
BMP Title:
Parking Lot and Street Cleaning
BMP Description:
The City of Andover currently uses three City owned mechanical street sweeping sweepers to
remove sediment and debris from the road surface within the jurisdiction and minimize the amount
received by the storm sewer system. The City plans to continue to use the current system of street
and City parking lot sweeping which involves training, storage, disposal and sweeping schedules.
Measurable Goals: Timeline 'Implementation Schedule:
. Number of employees trained per year . BMP to be implemented immediately
. Number of lane miles swept
Specific Components & Notes (optional): --
. Sweeping schedule
. Location of disposal pile
. Sweeper maintenance schedule
\. )
Responsible Person for this BMP Responsible Department or Organization
Name: Frank Stone Deot or Ora.: Public Works
Title: Public Works Superintendent Dept. Head:
Phone: (763)755-8118 Phone:
E-mail: fstone~ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
)
, /
BMP Description Sheet
MS4 Name: City of Andover @!RJ#J~r
Unique IdentifvinQ Number: 6.B.1.a(5) ;' 'Minimum Control Measures Addressed by This BMP
.J
- ~ Pob", edo",'oo & ootread; ~ Coo,',","oo ,It. '"OO" ""otrol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination X Pollution prevention/Good housekeeping
BMP Title:
Storm Drain System Cleaning
BMP Description:
The City of Andover currently operates a sewer cleaning truck to clean out catch basin sumps and
remove debris from the storm sewer line as needed. 20% will be cleaned out each year.
Measurable Goals: Timeline 'Implementation Schedule:
. Number of sumps cleaned each year . Implemented immediately
. Year 3 - Re-evaluate the cleaning schedule
according to the Storm Sewer Inspection
Program (6.8.5)
Specific Components & Notes (optional):
'. Storm Sewer System Maintenance Training Program (6.A.3)
\.. - ..... Storm sewer and sump cleaning schedule
. Storm sewer system map (3.A)
. Sewer cleaning truck maintenance schedule
. Storm sewer inspection program (6.B.5)
Responsible Person for this BMP Responsible Department or Organization
Name: Frank Stone Deot. or Ora.: Public Works
Title: Public Works Suoerintendent Deot. Head:
Phone: (763)755-8118 Phone:
E-mail: fstonelalcLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
.' \
\- j
BMP Description Sheet
MS4 Name: City of Andover fP)!RJ#J~r
Unique IdentifyinQ Number: 6.B.1.a(6) ,-- ~ Minimum Control Measures Addressed by This BMP
,
~ Pob", edooo'co & ootread; ~ Cco,tru"co ,,. ,"ooff oo"trol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination X Pollution prevention/Good housekeeping
BMP Title:
Road Salt Materials Management Program
BMP Description:
The City of Andover will develop a program to track the amount of road salt applied during an
annual reporting cycle. After reviewing the first two years, the City will evaluate the application
rates and compare them to industry standards and adjust the application accordingly.
Measurable Goals: Timeline 'Implementation Schedule:
. Amount of road salt applied each year . Year 1 - Document the amount of road salt
. Number of employees trained per year in applied
road salt management and application rates . Year 2 - Document the amount of road salt
applied and compare application to industry
standard
. Year 3 - Make adjustments to the application
rate according to years 1 and 2
\. .
Specific Components & Notes (optional):
. Storm Sewer System Maintenance Training Program (6.A.3)
. Documenting the amount of road salt applied at the end of each day
Responsible Person for this BMP Responsible Department or Organization
Name: Frank Stone Deot. or Ora.: Public Works
Title: Public Works Superintendent Deot. Head:
Phone: (763)755-8118 Phone:
E-mail: fstone@ci.andover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
.- "-
I
- ,
BMP Description Sheet
MS4 Name: City of Andover
Unique Identifying Number: 6.B.3 fP)!RJ#J~r
; '~inimum Control Measures Addressed by This BMP
,_/
~ Pobl. ed"",'" & ootre,d; ~ Co",tru,",," ,lie ,"ooff oontrol,
Public participation & involvement Post-construction stormwater management
X Illicit discharge detection & elimination X Pollution prevention/Good housekeeping
BMP Title:
Storm Sewer Inspection Program
BMP Description:
The City of Andover will inspect 20% of the outfalls, sediment basins and ponds pollution control
devices such as trap manholes, grit chambers, sumps, floatable skimmers, traps and separators
each year. The City will re-evaluate the inspection intervals in Year 2 according to the results of the
first two reporting years.
Measurable Goals: Timeline 'Implementation Schedule:
. 20% of MS4 outfalls, sediment basins, ponds . Implement immediately
and pollution control devices each year . Year 1 - Re-evaluate the cleaning schedule
and incorporate into the storm drain system
cleaning schedule
. Year 2 - Re-evaluate the inspection intervals
and increase inspection rate if both year 1
\ and year 2 warrant cleaning, or reduce
\~ / ;
inspection rate if neither year 1 or year 2
required cleaning
Specific Components & Notes (optional):
. Outfall, sediment basins and pond inspection form
. Pollution control device inspection form
. Storm sewer system map (3.A)
. Storm Water System Maintenance Training Program
. Documented photos of inspections
Responsible Person for this BMP Responsible Department or Organization
Name: Frank Stone Deot. or Ora.: Public Works
Title: Public Works Superintendent Deot. Head:
Phone: (763)755-8118 Phone:
E-mail: fstone@cLandover.mn.us E-mail:
Educational components related to this BMP (description or number - optional):
\
'-- ;
@
, "- CITY OF ANDOVER
0
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW.CLANDOVER,MN.US
TO: Mayor and Council Members
CC: John Erar, City Administratorl1'G .
David D. Berkowitz, City Engineer D"DB
FROM: Todd Haas, Asst. City Engineer
SUBJECT: Accept Feasibility ReportlWaive Public Hearing/03-14/13752 Round Lake
Boulevard NW IWM - Engineering
DATE: April 15, 2003
INTRODUCTION
This item is in regards to approving the resolution accepting the feasibility report and waiving
public hearing for Project 03-14, 13752 Round Lake Boulevard NW for watermain.
0 DISCUSSION
The property owner recently petitioned for these improvements. The services for water along
this parcel was installed under Project 91-22, but not assessed to the adjacent property. Past
practice was not to assess existing properties until the property owners petitioned to hook up.
FEASIBILITY REPORT
The proposed assessment for this parcel is determined as follows:
Watemain
Watermain Area Charge (2003 Rates)
0.56 acres x $1,967 per acre = $1.101.52
Connection Charge $2.146.00
Lateral Charge 107.5 Ft. x $33 F.F. (2003 Rate)
= $3.547.50
TOTAL $6.795.02
':~
Mayor and Council Members
April 15, 2003
~ Page 2 of2
Total proposed estimated cost = $6,795.02
BUDGET IMP ACT
The $6,795.02 per unit would be assessed to 13752 Round Lake Boulevard NW.
ACTION REQUIRED
It is recommended to approve the resolution accepting the feasibility report and waiving the
public hearing for Project 03-14, 13752 Round Lake Boulevard NW.
Respectfully submitted,
~/~
Todd Haas
cc: Steve Boie, 15288 Tulip Street NW, Andover
, '\
0
\
\J
~ CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember to adopt the following:
A RESOLUTION ACCEPTING FEASIBILITY STUDY AND WAIVING PUBLIC
HEARING FOR THE IMPROVEMENT OF PROJECT NO. 03-14 FOR
WATERMAIN IN THE FOLLOWING AREA OF 13752 ROUND LAKE
BOULEVARD NW.
WHEREAS, the City Council did on the 1 st day of April , 2003, order
the preparation of a feasibility study for the improvement; and
WHEREAS, such feasibility study was prepared by the Citv Enqineer
and presented to the Council on the 15th day of April ,2003; and
WHEREAS, the property owners have waived the right to a Public Hearing;
and
WHEREAS, the City Council has reviewed the feasibility study and declares
the improvement feasible, for an estimated cost of $ 6.795.02 .
.. \ NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
'-) Andover to hereby receive the feasibility report with an estimated total cost of
improvements of $ 6.795.02 and waive the Public Hearing.
MOTION seconded by Councilmember and adopted by the
City Council at a reqular meeting this 15th day of April , 2003 , with
Council members
voting in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Michael R. Gamache - Mayor
" \ Victoria Volk - City Clerk
,_J
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"-' "I' oS,.,."
@
\ CITY OF ANDOVER
'-.j
1685 CROSSTOWN BOULEVARD N.W, . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923. WWW.cJ.ANDOVER.MN.US
TO: Mayor and Council Members
,
CC: John Erar, City Administratorl11/
David D. Berkowitz, City EngineervJ;;i.B
FROM: Todd Haas, Asst. City Engineer
SUBJECT: Accept Feasibility ReportlWaive Public Hearing/03-16/16060 Crosstown
Boulevard NW/SS & WM - Engineering
DATE: April 15, 2003
INTRODUCTION
This item is in regards to approving the resolution accepting the feasibility report and waiving
public hearing for Project 03-16, 16060 Crosstown Boulevard NW for sanitary sewer and
watermain.
, , I
DISCUSSION
The property owner recently petitioned for these improvements. The services for sanitary sewer
and watermain would be installed with Constance Comers. The developer of Constance Comers,
Project 02-45, and the church have made arrangements regarding the extension of sanitary sewer
and watermain that is required to the property line. As previously indicated the church is willing
to pay for the laterals that are being provided.
FEASIBILITY REPORT
So, therefore, based on this agreement, the proposed assessment for lateral benefit was
determined under Constance Comers, Project 02-45, the proposed assessment would be as
follows:
Sanitarv Sewer
Sanitary Sewer Area Charge - to be assessed at a later date when the church wants to hook up to
the system.
Connection Charge - to be assessed at a later date when the church wants to hook up to
the system.
Lateral Charge(as determined under Project 02-45) $7,094.45
,~)
Mayor and Council Members
\ April 15, 2003
....,J Page 2 of2
Watermain
Watermain Area Charge- to be assessed at a later date when the church wants to hook up to
the system.
Connection Charge - to be assessed at a later date when the church wants to hook up to
the system.
Lateral Charge as determined under Project 02-45 $5,555.55
Total = $12,650.00
Note: In addition to the area charges and connection charges, there will be other charges to
the time of hook-up including lift station charges and the underground crossing of the
railroad tracks for the sanitary sewer and watermain.
BUDGET IMPACT
The $12,650.00 would be assessed to the property.
,
, ) ACTION REQUIRED
It is recommended to approve the resolution accepting the feasibility report and waiving the
public hearing for Project 03-16, 16060 Crosstown Boulevard NW.
Respectfully submitted,
~ai~
cc: Ron Thompson, World of Pentecost Church, 16060 Crosstown Blvd. NW, Andover
/ 1
'-_/
CITY OF ANDOVER
, COUNTY OF ANOKA
'-~/
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember to adopt the following:
A RESOLUTION ACCEPTING FEASIBILITY STUDY AND WAIVING PUBLIC
HEARING FOR THE IMPROVEMENT OF PROJECT NO. 03-16 FOR
SANITARY SEWER & WATERMAIN IN THE FOLLOWING AREA OF
16060 CROSSTOWN BOULEVARD NW.
WHEREAS, the City Council did on the 1st day of April , 2003, order
the preparation of a feasibility study for the improvement; and
WHEREAS, such feasibility study was prepared by the Citv Enqineer
and presented to the Council on the 15th day of April ,2003; and
WHEREAS, the property owners have waived the right to a Public Hearing;
and
WHEREAS, the City Council has reviewed the feasibility study and declares
the improvement feasible, for an estimated cost of $ 12.650.00 .
" NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
\,_" Andover to hereby receive the feasibility report with an estimated total cost of
improvements of $ 12.650.00 and waive the Public Hearing.
MOTION seconded by Councilmember and adopted by the
City Council at a reQular meeting this 15th day of April , 2003 , with
Councilmembers
voting in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Michael R. Gamache - Mayor
-' 1 Victoria Volk - City Clerk
~'-_/
@
~ CITY OF ANDOVER
'.,~i
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW.CLANDOVER.MN.US
TO: Mayor and Council Members
CC: John Erar, City Administraton}
.,.......
J
FROM: David D. Berkowitz, City Engineer
SUBJECT: Award Bid/99-8A1Well #8 Pumping System - Engineering
DATE: April 15, 2003
INTRODUCTION
The City Council is requested to receive bids and award the contract for Project 99-8A, Well #8
Pumping System.
DISCUSSION
On April 8, 2003 bids were received for the installation of the pumping unit (motor, pump,
\ controls, etc.) and site restoration for Well #8. The well was drilled in 2002. With the installation
, -' J of the pumping unit, Well #8 will be ready to produce water by the time the Water treatment Plant
is on line.
Bids received are as follows:
Contractor Bid Amount
Mark J. Traut Wells Inc. $148,615.00
Municipal Builders, Inc. $158,121.00
BUDGET IMP ACT
The funding for this work will be from the 2002 Water Revenue Borrds that have already been
issued.
ACTION REOUlRED
The City Council is requested to approve the resolution accepting bids and awarding the contract
to Traut in the amount of$148,615.00 for Project 99-8A, Well #8 Pumping System
Respectfully submitted,
) ~C;}~
,
-' David D. Berkowitz
04/10/03 12:29 FAX 50~ 625 4177 BOLTON & MENK 1lJ002
,
'. .
, ~ .SC>L.TC>N& MEN k:,-I NC
.. '. ..' , . "COr'!sulting.Engj~rS :~;$u~~yors ' ' .',.. '. '
. . . . 1960PrerhlerDrl)te.~t,JIcinkat~.N.lN~.l-5900. ,
. :. 'f'hone(507)6~1.71 ~',fAX(507).625-41n." "'. .
.. . " . . .., . .. . . '~.' , ~:.' :.: .._',::;~ .:. " ::
BID EVALUATION FOR THE FURNISlllNG AND INSTALLING
THE SUBMERSIBLE WELL PUMP - WELL #8
CITY OF ANDOVER, MINNNESOTA I
Two (2) bids were received for furnishing and installing the Submersible Well Pump for Well
#8. The low Total Project Bid Price was $148,615.00, submitted by Mark J. Traut Wells, Inc.
Attached is the Bid Tabulation for this project.
The bid documents did not contain any wording or ambiguities so as to force the Contractors to
build in additional contingencies. i
I
Since the bid received from Municipal Builders, Inc.: was within 6 percent of the low bidder, we
feel the specifications were not restrictive to force a non-competitive bid situation.
I
,
We feel that the bids received were competitive and responsive and re-bidding of the project
would not provide any cost savings. i
Attached is a list ofrecent similar projects provided by Mark J. Traut Wells, Inc.
, \ ,
,
\....j In our opinion, Mark J. Traut Wells, Inc. is experienced in the type of work required for this
project, and have fulfilled the bidding and contract requirements.
,
We recommend that the Submersible Well Pump - Well #8 project be awarded to Mark J. Traut
Wells, Inc. in the amount of$148,615.00. :
I
,
,
Respectfully submitted, ,
,
.
BOLTON &:MENK. INC. :
,
fJ;pq~ I
I
!
i
Project Manager
JDP:jp
\
'-_/ I
APR 10 2003 12:32 507 625 4177 PAGE. 02
CITY OF ANDOVER
,.] COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Council member to adopt the following:
A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE
IMPROVEMENT OF PROJECT NO. 99-8A , Well #8 Pumpinq System.
WHEREAS, pursuant to advertisement for bids as set out in Council Resolution No.
006-03 ,dated Januarv 21 ,2003, bids were received, opened and tabulated
according to law with results as follows:
Mark J. Traut Wells Inc. $148,615.00
Municipal Builders, Inc. $158,121.00
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover
to hereby accept the bids as shown to indicate Mark J. Traut Wells Inc. as being
the apparent low bidder.
BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk toenter
into a contract with Mark J. Traut Wells Inc. in the amount of $148.615.00 for
, \ construction of the improvements; and direct the City Clerk to return to all bidders the
\...~ deposits made with their bids, except that the deposit of the successful bidder and the next
lowest bidder shall be retained until the contract has been executed and bond
requirements met.
MOTION seconded by Council member and adopted by the
City Council at a reqular meeting this 15th day of April , 2003 , with
Council members voting in favor
of the resolution, and Council members voting
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Michael R. Gamache - Mayor
Victoria Volk - City Clerk
/ \
I.J
@
...J CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW.CLANDOVER.MN.US
TO: Mayor and Council Members
CC: John Erar, City Administratof,v
FROM: David D. Berkowitz, City Engineer
SUBJECT: Award Bid/Streets & Utilities/OO-42/Aztec Estates - Engineering
DATE: April 15, 2003
INTRODUCTION
The City Council is requested to receive bids and award the contract for Project 00-42, Aztec
Estates.
DISCUSSION
\ The bid opening was held on Wednesday, April 9, 2003.
'_J
Bids received are as follows:
Contractor Bid Amount
Ryan Contracting $570,657.39
N orthdale Construction $576,566.34
Three Rivers Construction $590,079.93
La Tour Construction $598,749.35
Burschville Construction $636,700.50
Friedges Contracting $638,369.36
Barbarossa & Sons $638,683.50
Richard Knutson $654,196.35
SJ Louis Construction $668,169.00
Kuechle Underground $692,489.66
Engineer's Estimate $739,710.30
BUDGET IMP ACT
The project will be funded by both developer assessments and City Trunk Funds as identified in
the feasibility report.
\
'-J
Mayor and Council Members
April 15, 2003
, Page 20f2
)
'--./
ACTION REQUIRED
The City Council is requested to approve the resolution accepting bids and awarding the contract
to Ryan Contracting in the amount of$570,657.39 for Project 00-42, Aztec Estates.
Respectfully submitted,
Q~{J.~
David D. Berkowitz d--'
cc: Marty Harstad, Harstad Hills, Inc., 2195 Silver Lake Rd., New Brighton, MN 55112
\,
'---'
\
,_J
CITY OF ANDOVER
... , COUNTY OF ANOKA
,_/ STATE OF MINNESOTA
RES. NO.
MOTION by Council member to adopt the following:
A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE
IMPROVEMENT OF PROJECT NO. 00-42 ,AZTEC ESTATES.
WHEREAS, pursuant to advertisement for bids as set out in Council Resolution No.
043-03 ,dated March 4, 2003, bids were received, opened and tabulated
according to law with results as follows:
Ryan Contracting $570,657.39
Northdale Construction $576,566.34
Three Rivers Construction $590,079.93
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover
to hereby accept the bids as shown to indicate Ryan Contractino as being the
apparent low bidder.
BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter
, '\ into a contract with Rvan Contractinq in the amount of $570.657.39 for
'--) construction of the improvements; and direct the City Clerk to return to all bidders the
deposits made with their bids, except that the deposit of the successful bidder and the next
lowest bidder shall be retained until the contract has been executed and bond
requirements met.
MOTION seconded by Council member and adopted by the
City Council at a reoular meeting this 15th day of April , 2003 , with
Council members voting in favor
of the resolution, and Council members voting
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Michael R. Gamache - Mayor
Victoria Volk - City Clerk
~~
.. .04/10/2003?8:46 FAX..... ..._ ~OO2l002
':. ':..." .............: ...:~ ":' ::'0" ..,'. .....;.~ :', 'H~'_'" .~~ ',,' ,~.' ", . , : ..:... _ .. n ~ .. .;. ~.. ," _ ..,."~ .. '. __. .. ~. , . ,:,,'. . " ;'w' :,:' '";'. .
.'
. ..
. ..~ _w . '. .. .. '. e": ...... ,,", ,.. . , . ... -.. -., ..."...........__.:_~-
-
\ ~SeJ 3535 Vadnais Center Drive. st Paul. MN 55110-5196 651.490.2000 6S1.490.215{) FAX
'_J archileclurr . tngirr.ttTing . n:viranml'fua.l . trtz7ltporlalion
April 9, 2003 RE: City of Andover, Minnesota
Aztec Estates Street & Utility Improvements
City Project No. 00-42
SEH Project No. A-ANDOVOl 0 1.0 1
City of Andover
1685 Crosstown Blvd NW
AndoverMN 55304-2612
On April 9, 2003, at 10:00 a.m. ten '(10) bids were received for the above-referenced project. The bids
ranged from a low of $570,657.39 to a high of $692,489.66. The low bid was submitted by Ryan
Contracting Co. A bid tabulation showing unit prices for all the received bids is attached for your
review.
In reliance on the materials and information provided by Ryan Contracting Co., we have determined that
.F \ they have (1) have a sufficient understanding of the project and equipment to.perform the construction
, for which it bid; and (2) according to their bonding agent they presently have the financial ability to
\, -- /
complete the project bid.
Accordingly, we recommend the project be awarded to Ryan Contracting Co. in the amount of
$570,657.39.
Sincerely,
~e~~~~~
Chad E. Setterholm, PE
Project'Manager
nm
Attachment
c: Marty Harstad
x:\:oe\'\Ildovcr\O I 01 Ollrtpolt.'&sp<:"'\slsndo~ 1 0 1 Olltecaww Irr.doc
/ )
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APR 10 2003 08:54 PAGE. 02
@
City of Andover
\
,~.' 1685 Crosstown Boulevard NW. . Andover, Minnesota 55304. (763) 755-5100
Fax (763) 755-8923 . www.ci.andover.mn.us
TO: Mayor and Council Members
CC: John Erar, City Administrator1/L/
FROM: David D. Berkowitz, City Engineer
SUBJECT: Award Bid/Streets & Utilities/Shady Oak Cove (Supplemental) - Engineering
DATE: April 15, 2003
INTRODUCTION
The bid opening for this project is scheduled for Friday, April 11 tho The item will be presented to
the Council at the meeting.
Respectfully submitted,
, " ~Q.'\)?
,-j
David D. Berkowitz
/ \ cc: Mike Quigley, Emmerich Development Corp., 1875 Station Parkway NW, Andover
'-- ~ )
@
, City of Andover
1
----' 1685 Crosstown Boulevard N.W. . Andover, Minnesota 55304. (763) 755-5100
Fax (763) 755-8923 . www.cLandoveLmn,us
TO: Mayor and Council Members
CC: John Erar, City Administrato1!:
David D. Berkowitz, City En ineerI:JDt::>
FROM: Todd Haas, Asst. City Engineer
SUBJECT: Award Bid/Streets & Utilities/02-S0IMaple Hollow - Engineering
DATE: April 15, 2003
INTRODUCTION
This item is regarding a bid opening for streets and utilities that is scheduled for Friday, April 11,
2003 for Maple Hollow, Project 02-50.
\ DISCUSSION
J
"_/ This project was included with Shady Oak Cove, but due to the items that need to be completed
by the developer (recording of final plat, paying park dedication and trail fees and signing of the
development contract) the award for this portion of the contract will be considered on May 6,
2003 for approval.
ACTION REOUIRED
The City Council is requested to table this item until the May 6, 2003 City Council meeting for
consideration.
Respectfully submitted,
~/~
Todd Haas
, cc: Mark Tibbetts, 1444 - 161 st Avenue NW, Andover
\--" ) Ty Caswell, Tyson Homes, LLC, 13360 - 2nd A venue South, Zimmerman, MN 55398
@
CITY of ANDOVER
I
.,-~J 1685 CROSSTOWN BOULEVARD N.W. 0 ANDOVER, MINNESOTA 553040 (763) 755-5100
FAX (763) 755-89230 WWW.CLANDOVERMN,US
TO: Mayor and Councilmembers
CC: John Erar, City Administrator~rflI
FROM: Captain Dave Jenkins - Sheriff /Patrol Division
SUBJECT: Receive Anoka County Sheriffs Department Monthly Report
DATE: April 15, 2003
INTRODUCTION
Attached is a copy of the March monthly report. Captain Dave Jenkins from the Anoka County
Sheriff s Office will be present to provide the Council and the citizens of Andover with an update on
law enforcement activities within the City.
\ DISCUSSION
\.. "
To be verbally presented.
ACTION REQUIRED
For Council information.
Respectfully submitted,
j?~~
Captain Dave Jenkins
Anoka County Sheriffs Office
,
, )
" ,
(J.E)
. '. CITY OF ANDOVER
,
/
- 1685 CROSSTOWN BOULEVARD N.W.' ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923' WWW.C1.ANDOVER.MN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administrator';.rtl--
FROM: Jim Dickinson, Finance Director
SUBJECT: Call for the Sale of Bonds/Ehlers & Associates
DATE: April 15, 2003
INTRODUCTION
The Andover City Council is requested to call for the sale 0 f $ 4,580,000 General 0 bligation
Permanent Improvement Revolving Fund Bonds to provide financing for the construction of
various public improvement projects and $1,555,000 General Obligation Tax Increment
Refunding Bonds to refund outstanding maturities of the $2,055,00 General Obligation Tax
Increment Bonds of 1996.
/ DISCUSSION
'-'_ _0. The Andover City Council has recently approved the advertisement for bids for various
construction projects listed on the attached "Pre-Sale Reports" and the Finance Department in
conjunction with Ehlers and Associates have conducted an analysis of outstanding debt and are
recommending a refinancing of some outstanding bonds. Mark Ruff of Ehlers & Associates and
myself will be present at the meeting to answer any questions the Council may have related to the
proposed sales.
BUDGET IMPACT
The issuance of bonds will provide funding for various 2003 public improvement projects and
provide significant interest expense savings to the TIP fund.
ACTION REQUESTED
The City Council is requested to approve the attached resolutions providing for the sale of
$4,580,000 General Obligation Permanent Improvement Revolving Fund Bonds and $1,555,000
General Obligation Tax Increment Refunding Bonds.
I
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6)
'\ City of Andover, Minnesota
\.J
Pre-Sale Report: PIR Bonds
April 15, 2003
Proposed Issue: $4,580,000 General Obligation Permanent Improvement Revolving Fund Bonds, Series
2003
Purpose: To fund a portion of the following projects related to public improvements in the City.
See below:
Proiect Proiect # Estimated Cost
Foxburgh Crossing #02-47 291,000
Shady Oak Cove #02-48 384,000
Woodland Est 4th Addition #02-49 2,101,000
Constance Corners #02-45 1,815,000
Maple Hollow #02-50 160,600
Woodland Creek Golf Course Villas #03-02 377,060
Cityview Farms #03-05 122.372
Totals 5,251,032
PIR Fund Financed 751 032
Bond Financed 4,500,000
~)
Term/Call Feature: The total term of the Bonds will be 7 years. The Bonds can be callable on February 1,
2007.
Rating: The Bonds are expected to be rated by Standard and Poor's at an "A+"level.
Funding Sources: It is expected that special assessment revenues will pay for 100% of the debt service for
the bonds.
Bank Qualification: The City will not be issuing more than $10,000,000 in direct debt or any 501([:1(3) conduit
financing, therefore the bonds will be bank qualified.
Discussion Issues: Two pending bills at the legislature may affect cities' ability to issue bonds for any
purpose and to continue paying debt as a special levy. HF 751 and SF 330 each have
different dates regarding projects which are currently underway. At the current time, the
projects involved in this bond issue would meet both legislative deadlines because
engineering and/or construction contracts will be in place by May I, 2003 and the bonds
will have been sold by May 31, 2003. Passage of these bills could seriously affect this
bond issue on the secondary market and future city issues.
Schedule:
Pre-Sale Review: April 15, 2003
Distribute Official Statement: Week of May 5, 2003
Conference with Rating Agency: Week of May 5, 2003
'\
'---/ Bond Sale: May 20, 2003
Estimated Closing Date: Week of June 23, 2003
@
.:.J Attachments:
Sources and Uses of Funds
Proposed Debt Service Schedule
Resolution authorizing Ehlers to proceed with bond sale
Ehlers Contacts:
Financial Advisor: Mark Ruff (65 I) 697-8505
Bond Analysts: Diana Lockard (651) 697-8534
Debbie Holmes (651) 697-8536
Bond Sale Coordinator: Connie Kuck (651) 697-8527
The Official Statement for this financing will be mailed to the Council Members at their home address for review
prior to the sale date.
~J
/ \
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Resolution No.
0 Council Member introduced the foIlowing resolution and moved its adoption:
Resolution Providing for the Sale of
$4,580,000 G.O. Permanent Improvement Revolving Fund Bonds Series 2003
A. WHEREAS, the City Council of the City of Andover, Minnesota, has heretofore determined that it is
necessary and expedient to issue the City's $4,145,000 General Obligation Permanent Improvement
Revolving Fund Bonds, Series 2003 (the "Bonds"), to finance public improvement projects in the
City; and
B. WHEREAS, the City has retained Ehlers & Associates, Inc., in RoseviIIe, Minnesota ("Ehlers"), as its
independent financial advisor for the Bonds and is therefore authorized to solicit proposals in
accordance with Minnesota Statutes, Section 475.60, Subdivision 2(9);
NOW, THEREFORE, BE IT RESOLVED by the City Council of Andover, Minnesota, as foIlows:
1. Authorization; Findings. The City Council hereby authorizes Ehlers to solicit proposals for the sale
of the Bonds.
2. Meeting; Proposal Opening. The City Council shaIl meet at 7:00 p.m. on May 20, 2003, for the
0 purpose of considering sealed proposals for and awarding the sale of the Bonds.
3. Official Statement. In connection with said sale, the officers or employees of the City are hereby
authorized to cooperate with Ehlers and participate in the preparation of an official statement for the
Bonds and to execute and deliver it on behalf of the City upon its completion.
The motion for the adoption of the foregoing resolution was duly seconded by Council Member
and, after fuIl discussion thereof and upon a vote being taken thereon, the
foIlowing Council Members voted in favor thereof:
and the foIlowing voted against the same:
Whereupon said resolution was declared duly passed and adopted.
Dated this _ day of ,2003.
City Clerk
,.J
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" \ City of Andover, Minnesota
\,~)
Pre-Sale Report: Tax Increment Refunding Bonds
April 15, 2003
Proposed Issue: $1,555,000 General Obligation Tax Increment Refunding Bonds, Series 2003
Purpose: To refund the $1,515,000 in outstanding maturities of the $2,055,000 G.O. Tax Increment
Bonds of 1996.
Term/Call Feature: The total term of the Refunding Bonds will be two years less than the 1996 Bonds,
through August I, 2010. The Refunding Bonds will be non-callable.
Rating: The Refunding Bonds are expected to be rated by Standard and Poor's at a "A+" level.
Funding Sources: It is expected that tax increment revenues will pay for I 00% of the debt service for the
Refunding Bonds.
Bank Qualification: The original bonds were bank qualified and the City will not be issuing more than
$10,000,000 in direct debt or any 501~(3) conduit financing, therefore the bonds will be
bank qualified.
Discussion Issues: The present value savings of the refunding is expected to be more than $109,000, after all
'\ fees and expenses. This savings is over 7% of refunded principal. A minimum threshold
\......./ for savings is typically 3% to 4% of refunded principal.
Two pending bills at the legislature may affect cities' ability to issue bonds for any
purpose. HF 751 and SF 330 each have different dates regarding projects which are
currently underway. At the current time, the issuance of refunding bonds is not affected
by the legislation. Passage of these bills could seriously affect this bond issue on the
secondary market and future city issues.
Schedule:
Pre-Sale Review: April 15, 2003
Distribute Official Statement: Week of May 5,2003
Conference with Rating Agency: Week of May 5,2003
Bond Sale: May 20, 2003
Estimated Closing Date: Week of June 23, 2003
Attachments:
Sources and Uses of Funds
Proposed Debt Service Schedule
Resolution authorizing Ehlers to proceed with bond sale
\
\..J
Ehlers Contacts:
0J
Financial Advisor: Mark Ruff (65 I) 697-8505
\
'\...J Bond Analysts: Diana Lockard (651) 697-8534
Debbie Holmes (651) 697-8536
Bond Sale Coordinator: Connie Kuck (651) 697-8527
The Official Statement for this financing will be mailed to the Council Members at their home address for review
prior to the sale date.
, ,
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0
'. Resolution No.
J
'---./ Council Member introduced the following resolution and moved its adoption:
Resolution Providing for the Sale of
$1,555,000 G.O. Tax Increment Refunding Bonds Series 2003
A. WHEREAS, the City Council of the City of Andover, Minnesota, has heretofore determined that it is
necessary and expedient to issue the City's $1,555,000 General Obligation Tax Increment Refunding
Bonds, Series 2003 (the "Bonds"), to finance public improvement projects in the City; and
B. WHEREAS, the City has retained Ehlers & Associates, Inc., in Roseville, Minnesota ("Ehlers"), as its
independent financial advisor for the Bonds and is therefore authorized to solicit proposals in
accordance with Minnesota Statutes, Section 475.60, Subdivision 2(9);
NOW, THEREFORE, BE IT RESOLVED by the City Council of Andover, Minnesota, as follows:
1. Authorization: Findings. The City Council hereby authorizes Ehlers to solicit proposals for the sale
of the Bonds.
2. Meeting: Proposal Opening. The City Council shall meet at 7:00 p.m. on May 20, 2003, for the
, . purpose of considering sealed proposals for and awarding the sale of the Bonds.
)
" ~
3. Official Statement. In connection with said sale, the officers or employees of the City are hereby
authorized to cooperate with Ehlers and participate in the preparation of an official statement for the
Bonds and to execute and deliver it on behalf of the City upon its completion.
The motion for the adoption of the foregoing resolution was duly seconded by Council Member
and, after full discussion thereof and upon a vote being taken thereon, the
following Council Members voted in favor thereof:
and the following voted against the same:
Whereupon said resolution was declared duly passed and adopted.
Dated this _ day of ,2003.
City Clerk
I
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\ City of Andover, MN
'''J
Proposed Current Refunding of
$2,055,000 G.O. Tax Increment Bonds, Series 1996
Final Maturity 2010
TABLE OF CONTENTS
REPORT PAGE
SOURCES & USES..................onon...................,on,...................onon.....................,....................... 1
DEBT SERVICE SCHEDULE........................,........................................,..................................... 2
PRIOR ORIGINAL DEBT SERVICE........................................on.................,............................... 3
DEBT SERVICE COMPARISON................................................................................................. 4
CURRENT REFUNDING ESCROW............................................................................................ 5
- \
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Ehlers & Associates, Inc. File = ANDOVER.SF.03 xaver of Ser 96 $2,055K GO Tax Incr 2010 final- SINGLE PURPOSE
Leaders in Public Finance since 1855 4/1O/200312:12PM
,
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'..J City of Andover, MN
Proposed Current Refunding of
$2,055,000 G.O. Tax Increment Bonds, Series 1996
Final Maturity 2010
SOURCES & USES
Dated 06/01/2003 Delivered 06/01/2003
SOURCES OF FUNDS
Par Amount of Bonds..............,........................................................................... $1,555,000.00
TOTAL SOt:RCES........................................................................................'........ $1,555,000.00
USES OF FUNDS
Total Underwriter's Discount (1.100%)......................,................................... 17,105.00
Costs of Issuance.................................................................................................. 25,000.00
Deposit to Current Refundins Fund.................................................................. 1,512,126.97
Roundins Amounl.....................................................................,.................,....... 768.03
TOT AL USES......................................................................................................... $1,555,000.00
Ehlers & Associates, Inc. File = ANDOVER.SF-03 xover of Ser 96 $2,055K GO Tax Incr 2010 final- SINGLE PURPOSE
,. '\ leaders in Public Finance since 1955 4/10/200312:12 PM
, - ,
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City of Andover, MN
Proposed Current Refunding of
$2,055,000 G.o. Tax Increment Bonds, Series 1996
Final Maturity 2010
DEBT SERVICE SCHEDULE
Date Principal Coupon Interest Total P+I nSCAL TOTAL
6/01/2003 - - - - -
2/01/2004 - - 27,650,00 27,650.00 -
8/01/2004 185,000,00 1.300% 20,737.50 205,737.50 233,387.50
2/01/2005 - - 19,535.00 19,535,00 -
8/01/2005 200,000.00 1.800% 19,535.00 219,535.00 239,070.00
2/01/2006 - - 17,735,00 17,735,00 -
8/01/2006 210,000,00 2.200% 17,735.00 227,735.00 245,470.00
2/01/2007 - - 15,425.00 15,425,00 -
8/01/2007 220,000.00 2.600% 15,425,00 235,425.00 250,850.00
2/01/2008 - - 12,565.00 12,565.00 -
8/01/2008 235,000,00 3,000% 12,565.00 247,565.00 260,130,00
2/01/2009 - - 9,040,00 9,040,00 -
8/01/2009 245,000,00 3.400% 9,040.00 254,040.00 263,080,00
2/01/2010 - - 4,875.00 4,875.00 -
8/01/2010 260,000,00 3.750% 4,875.00 264,875,00 269,750,00
Total 1,555,000.00 - 206,737.50 1,761,737.50 -
YIELD STATISTICS
Bond Year Dollar'..................................................................,...................................................................... $6,819.17
" Average Life........,..............................................,...................... ..................................,.................................. 4.385 Year,
'--/ Average Coupon.............................................................................. ..............,...................,........................... 3,0317121%
Net lntere,t Co,t (NIC) .........................................,..........................................................................'..,......... 3.2825492%
True Intere,t Co,t (TIC) ......,......................................................................................................................... 3.2872871%
Bond Yield for Arbitrage Purpose,.................................................................,............................................ 3.0137061%
All Inclu,ive Co,t (AIC) ,............................................................................................................................... 3.6946973%
IRS FORM 8038
Net Interest Cost.............................................. .............................................................................................. 3.0317121%
Weighted A verage Maturity..........................,........................................,.................................................... 4.385 Year,
Ehlers & Associates, Inc. DIe = ANDOVEKSF-03 xover of Ser 96 $2,055K GO Tax Incr 2010 final- SINGLE PURPOSE
Leaders in Public Finance since 1955 4/10/200312:12 PM
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0 City of Andover, MN
$2,055,000 G.O. Tax Increment Bonds, Series 1996
PRIOR ORIGINAL DEBT SERVICE
Date Principal Coupon Interest Total F+I fiSCAL TOTAL
8/01/2003 - - - - -
2/01/2004 - - 39,300.00 39,300.00 -
8/01/2004 I I 5,000.00 4.800% 39,300.00 154,300.00 193,600.00
2/01/2005 - - 36,540.00 36,540,00 -
8/01/2005 125,000.00 4.900% 36,540,00 161,540.00 198,080.00
2/01/2006 - - 33,477.50 33,477.50 -
8/01/2006 140,000,00 5.000% 33,477.50 173,477.50 206,955.00
2/01/2007 - - 29,977.50 29,977.50 -
8/01/2007 150,000.00 5.100% 29,977.50 179,977.50 209,955.00
2/01/2008 - - 26,152.50 26,152.50 -
8/01/2008 165,000.00 5,200% 26,152.50 191,152.50 217,305.00
2/01/2009 - - 21,862.50 21,862.50 -
8/01/2009 180,000,00 5.200% 21,862.50 201,862.50 223,725.00
2/01/2010 - - 17,182,50 17,182.50 -
8/01/2010 195,000.00 5.300% 17,182.50 212,182.50 229,365.00
2/01/2011 - - 12,015.00 12,015.00 -
8/01/2011 215,000.00 5.400% 12,015.00 227,015,00 239,030,00
2/01/2012 - - 6,210,00 6,210.00 -
8/01/2012 230,000,00 5.400% 6,210.00 236,210.00 242,420,00
Total 1,515,000.00 - 445,435.00 1,960,435.00 -
\,
U YIELD STATISTICS
AveraseLife................................................................................................................................................... 5.741 Years
Weighted Average Maturity {Far Basis)...........................................................................................,......... 5.741 Years
Average Coupon.................................................. .......................................................................................... 5.1214142%
REFUNDING BOND INFORMATION
Refunding Dated Date..................................................................................,......................'........................ 6/01/2003
Refunding Delivery Date............................................................................,................................................. 6/01/2003
Ehlers &- Associates, Inc. File = ANDOVER.SF-Ser 96 $2,055K GO Tax Incr-SINGLE PURPOSE
Leaders in Public Finance since 1955 4/10/200312:12 PM
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:.J City of Andover, MN
Proposed Current Refunding of
$~055,000 G.o. Tax Increment Bonds, Series 1996
Final Maturity 2010
DEBT SERVICE COMPARISON
Date Total P+l Net New D/S Old Net D/S Savings nsCAL TOTAL
6/01/2003 - - - - -
2/01/2004 27,650.00 27,650.00 39,300.00 11,650.00 -
8/01/2004 205,737.50 205,737.50 154,300.00 (51,437.50) (39,787.50)
2/01/2005 19,535.00 19,535.00 36,540.00 17,005.00 -
8/01/2005 219,535.00 219,535.00 161,540.00 (57,995,00) (40,990.00)
2/01/2006 17,735,00 17,735.00 33,477.50 15,742.50 -
8/01/2006 227,735,00 227,735.00 173,477.50 (54,257.50) (38,515.00)
2/01/2007 15,425.00 15,425.00 29,977.50 14,552.50 -
8/01/2007 235,425,00 235,425.00 179,977.50 (55,447.50) (40,895.00)
2/01/2008 12,565.00 12,565.00 26,152.50 13,587.50 -
8/01/2008 247,565,00 247,565.00 191,152.50 (56,412.50) (42,825.00)
2/01/2009 9,040.00 9,040.00 21,862.50 12,822.50 -
8/01/2009 254,040.00 254,040,00 201,862.50 (52,177.50) (39,355.00)
2/01/2010 4,875,00 4,875.00 17,182.50 12,307.50 -
8/01/2010 264,875.00 264,875,00 212,182.50 (52,692.50) (40,385.00)
2/01/2011 - - 12,015.00 12,015.00 -
8/01/2011 - - 227,015.00 227,015.00 239,030.00
2/01/2012 - - 6,210.00 6,210.00 -
8/01/2012 - - 236,210.00 236,210.00 242,420.00
Total 1,761,737.50 1,761,737,50 1,960,435.00 198,697.50 -
\
,--j PRESENT VALUE ANALYSIS SUMMARY (NET TO NET)
Gross PV Debt Service Savings................................................................,.................................................... 109,064.83
Net PV Cashflow Savings @ 3,695%(AlC)..,...............................................,........................................'..... 109,064.83
Contingency or Rounding Amount.............................................................................................................. 768,03
NET PRESENT V ALUE BENEFIT.....................................,....................,.......................................................... $109,832.86
NET PV BENEFIT / $1,515,000 REFUNDED PRINCIPAL........................................................................... 7.250%
NET PV BENEFIT / $1,555,000 REFUNDING PRINCIPAL...........................................................,............. 7.063%
REFUNDING BOND INFORMATION
Refunding Dated Date................................................................................................................................... 6/0112003
Refunding Delivery Date............................................................................................................................... 6/01/2003
Ehlers &- Associates, Inc. File = ANDOVER.SF-03 xover of Ser 96 $2,055K GO Tax 1ncr 2010 final- SlNGLE PUKPOSE
Leaders in Public Finance since 1955 4/10/200312:12 PM
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'\ City of Andover, MN
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Proposed Current Refunding of
$2,055,000 G.O. Tax Increment Bonds, Series 1996
Final Matun'ty 2010
CURRENT REFUNDING ESCROW
Date Principal Rate Interest Receipts Disbursements Cash Balance
6/0112003 . . - 0.97 - 0.97
8/0112003 1,512,126.00 1.140% 2,873.03 1,514,999.03 1,515,000.00 .
Total 1,512,126,00 . 2,873,03 1,515,000.00 1,515,000.00 -
INVESfMENr PARAMITERS
Investment Model IPV, GtC, or Securities]....................,.............................................................................. Securities
Defaultinvestment yield targeL................................................................................................................... User Defined
Cash DeposiL.........................,..,..............................................,... ...................'..........................................'... 0,97
Cost of Investments Purchased with Bond Proceeds................................................................................... 1,512,126.00
Total Cost of Investments............................................................................................................................... $1,512,126.97
Target Cost of Investments at bond yield.............................,...........................................,........................... $1,507,465.95
Actual positive or (negative) arbitrage.........................................................,............................................... (4,661.02)
Yield to ReceipL........................,..........................................................,..,...........................................'.....,.... 1.1421636%
Yield for Arbitrage Purposes.....................................,..............................................,.......................,............. 3.0137061%
\ State and Local Government Series (SLGS) rates for................................................................................... 2/19/2003
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Ehlers & Associates, Inc. File = ANDOVER.SF-03 xover of Ser 96 $2,055K GO Tax Incr 2010 final- SINGLE PURPOSE
Leaders jn Public Finance since 1955 4/10/200312:12 PM
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CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N, W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923. WWW.CLANDOVER.MN,US
TO: Mayor and Councilmembers
CC: JOM Erar, City Administrato-llft..
FROM: Dan Winkel, Fire Chief
SUBJECT: Accept and Approve Fire Station Location Study Update
DATE: April 15, 2003
INTRODUCTION
In 1988, a fire service study was conducted and approved by the City Council that evaluated fire
protection for the City of Andover. The study reviewed items and issues regarding the existing
and future fire service needs for Andover. Some of the topics reviewed included: staffing-
/' - current and future needs, response times, equipment/vehicle needs, 1.S.0. ratings, population
U growth potential, and appropriate fire station location(s).
DISCUSSION
The City Council in 1988 accepted the study and immediately took steps to improve the fire
service in Andover. Two new stations were built in the appropriate locations, new fire trucks
were purchased, and needed additional staffing was added. In addition, land was purchased to
build a new fire station three that is currently housed in the city public works facility. As part of
the 2002-2003 goals process with City Council and staff, the planning and building of a new fire
station three was identified as a top priority that should be done as a fire department goal. As a
result 0 f t he approved goals, a Request for Proposals to update the Fire Station Location and
Equipment Study was approved by the City Council in November 2002. The proposals were
received and evaluated by staff. Interviews were conducted and a recommendation to hire Short,
Elliot, and Hendrickson (S.E.H.) to conduct the study update was approved by the City Council
in January 2003. Representatives from S.E.H. will be at the April 15, 2003 City Council meeting
to review their findings regarding the needs and location for a new fire station three.
BUDGET IMP ACT
The 2003 Capital Improvement Budget includes funding for the study update and also for hiring
an architectural firm to draft working plans to use for advertising and building a new fire station
/J in 2004. The 2004 Capital Improvement Budget will identify the appropriate financing
'. mechanism for the site work and new fire station three building.
~)
RECOMMENDA nON
Staff recommends the following City Council action items. Staff recommends the City Council
accept and approve the updated Fire Station Location Study.
With City Council approval of the study update, staff is also requesting City Council
authorization to prepare a Request for Proposal to hire an architectural firm to work with staff
and develop plans and specifications for a new fire station. The R.F.P. should require plans to be
complete no later than February 1, 2004.
RO:llU):JI
Dan Winkel, Fire Chief
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CITY OF ANDOVER
,
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'"--" 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923. WWW.C1.ANDOVER,MN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administrato~
FROM: Will Neumeister, Director of Community Development{{/'~
SUBJECT: Approve Designation of Rural Reserve Area (continued)-Planning
DATE: April 15, 2003
DISCUSSION
The City Staff has been keeping the property owners informed of the progress and were invited to
attend the meeting of the Council on April IS, 2003. This also included the owners of property in the
area along South Coon Creek Drive. As Council will recall on January 21, 2003 various questions
were raised, the staff sought the answers to them and on March 18, 2003 the answers were presented
to Council. The questions that Metropolitan Council responded to that evening included:ls the Rural
Reserve Area to be 1,000 buildable acres or just 1,000 gross acres?
1. Will the property owners in the Rural Reserve Area be able to petition the City for urban
\ development and submit plans prior to adoption of a 2040 Comprehensive Plan and/or prior to
" ./
2020?
2. What is the position of Metropolitan Council regarding property in Agricultural Preserve that is in
the Rural Reserve Area?
Attached is a letter from Metropolitan Council responding to those questions, the answers to
those questions were:
1. Yes, density is based on the gross acreage less wetlands, major highways, parks, and lands
protected by City ordinances. This calculation results in the net buildable acres.
2. Yes, the Metropolitan Council will review comprehensive plan amendments for deve'opment
plans within the rural reserve area prior to a 2040 P'an and/or prior to 2020 at the City's
request. As long as the infrastructure is available to develop and the development does not
create a departure fro"J.egional system plans, there should be no problems.
3. The City told property owners that statutorily the Agricultura' Preserve requirements need to
run their course. The Metropolitan Council's position is that, according to state law, the land
should remain in preserve until the time has 'apsed.
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Rural Reserve Area
Page 2
/ . The balance of this report summarizes what has occurred over the past thirteen months. There were
,~) neighborhood open house meetings that were held during various times. At those meetings, City staff
presented information to the interested property owners regarding the differences between the various
alternatives including the following information:
. Costs ofInstalling Trunk Sanitary Sewer - Alternatives Were Presented
. Transportation Plan Traffic Forecast (effect of various options)
. Land currently in Agricultural Preserve
. Describe Potential Zoning Regulations (needed to preserve the "Rural Reserve" land for
development into urban density lots)
During those meetings, staff was interested in obtaining comments and/or feedback from affected
property owners. A summary of what was expressed at those open house meetings by the affected
property owners was provided to the Council on August 5, 2002, that included the following
information:
Three " open house " meetings were held during May and early June with property owners. City
staff explained to the property owners what the purpose of the study was. Input was gathered
regarding the property owners desires for the future development potential of their land into
either urban or rural lots. This summary highlights staff's impressions regarding what was said
by the various groups of property owners. About sixty notices were sent to property owners in
, both the blue and green areas. Over eighty notices were sent to the owners in the grey area,
\ those in attendance included the following people:
'--j
Mav 22 (Blue Area) Mav 30 (Green Area) June 5 (Grev Area)
Byron Westlund Jim Barber Lea Willford
Mike Quigley Jim and Kay Aasness Mike Kulseth
Roberth Hatch Rick Aasness Daryl Slegh
Mary Harrell Eric Schaffer Ester Haas
Jim Kuiken John and Alice Ganter Joel & Lila Hollohan
Ken and Mary Slyzuk John and Heidi Swisher Bill Bradish
Jim and Jan Knoll James W Selmer Deb & Shirley Packer
Karen Jones Wes & Lois Spadgenske
Blue Area (Area #1)
This 1,000 acre area is generally located east of Round Lake Boulevard and north of Coon
Creek. The majority of the property owners in the blue area indicated that they would like their
land to be developed at urban densities with City services. They also were very vocal (unhappy)
regarding being outside the MUSA. They wanted to develop right away and did not want to wait
until after the year 2020 to develop. Their preference would be to move up the timing to be
included inside the MUSA and receive City services (i.e. sewer and water) as soon as possible.
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Rural Reserve Area
Page 3
Green Area (Area #2)
, ,
- This 1,000 acre area is generally located North of 161'1 Avenue and east of Hanson Boulevard
The people in attendance were about evenly split between those that were interested in
developing at urban density (once again, sooner than 2020) and those that just wanted to keep
their options open for afuture time when they may want to develop at an urban density.
Grev Area (this area was not in the Rural Reserve Studv area)
The area was 820 acres in size and was generally located north of 161s1 Avenue, west of Hanson
Boulevard The people in attendance were generally not interested in developing at urban
density but were potentially interested infuture large lot rural subdivision of their land
At the workshop on October 9, 2002 planning and engineering staff along with the sewer consultants
discussed with Council the various alternatives. The City Council discussion of the alternatives was
very thorough. As a result of comments made by Council that night, slight adjustments were made in
the sewer analysis report before it was accepted on November 19,2002. The adjustment was in
regard to doing additional study to determine what area(s) north of 16151 Avenue could be served by
existing sewer lines without extending a new sewer interceptor pipe from Bunker Lake Boulevard to
serve that area. That information was provided in the final report that was adopted that evening.
The additional study asked for by Council, which has become known as Alternative lA, projected
\ there is capacity for an additional 268 units of new housing in the area north of 16151 Avenue
'-j (provided the Chesterton Commons lift station is upgraded). If Council approves a MUSA boundary
adjustment and extends sewer to Constance Church, it is estimated that the church would use 82 units
of the capacity, thus leaving 186 units of capacity for future housing development in that area.
The Alternative 1A option, with a slight adjustment to the area included in Area 1 (adding the 50
acres shown along South Coon Creek Drive) would provide the necessary 1,000 buildable acres to
meet the criteria set forth by Metropolitan Council for the "Rural Reserve". A number of property
owners on South Coon Creek Drive have submitted letters objecting to being included in the Rural
Reserve Area. If the Council chooses not to include the acres shown on South Coon Creek Drive
there would only be 964 acres, not the 1,000 buildable acres required by the Metropolitan Council.
Then Council would need to decide whether to add additional area somewhere else to achieve the
minimum 1,000 buildable acres that are required, or submit the Rural Reserve Area to Metropolitan
Council with less than that required and see ifthey will accept it. These people seem to be reluctant
to be included in the Rural Reserve Area, because of what the potential assessments could be. Staff
has been keeping these people informed about the progress of the Rural Reserve Area discussions and
they were informed of the April 15, 2003 meeting so that ifthey would like to submit something in
writing or attend the meeting, they could do so.
Area North of 16ls1 Avenue
Once again, the City's Consulting engineer (WSB Associates) will be present at the Council meeting
.- . to answer any questions and/or discuss details regarding what areas north of 16151 Avenue may be
'. able to be served with the sewer that exists south of 16151 A venue. Specific details regarding which
/ .
Rural Reserve Area
Page 4
Recommendation of Alternative lA
, After seeing and studying the various alternatives, City staff would like to put forth a recommendation
- to Council to select the lands shown in Alternative lA as the "Rural Reserve Area".
Provided Council agrees with that recommendation, staff would forward it to the Metropolitan
Council. In order to complete the process outlined in the "Rural Reserve Study" work plan, approval
of the Rural Reserve designation is necessary. Provided the Metropolitan Council agrees, Staff would
then bring forward appropriate zoning controls for the Rural Reserve Area to prevent development
without full utilities.
ACTION REOUESTED
Staff requests the Council designate the areas shown in the "Rural Reserve Sewer Study" as
Alternative lA as those areas that will be designated as "Rural Reserve Area". This is in keeping
with the terms of the agreement with Metropolitan Council regarding designation of a minimum of
1,000 buildable acres of "Rural Reserve". Staff would then proceed with submission of this choice to
the Metropolitan Council. Again, upon acceptance by the Metropolitan Council, staff would
designate these areas as "Rural Reserve" and propose and establish appropriate zoning controls for
the areas to prevent premature development without full utilities. Areas not included in the final
Rural Reserve Area would be allowed to submit rural subdivisions.
Respe<;tfully submitted,
~~~__u__
Will Neumeister
, \
',-- .: Attachments
. Resolution #177-01
. Frequently Asked Questions - Background Information for Rural Reserve Study
. Rural Reserve Work Plan
. Map of Rural Reserve Study Areas
. Letter from Carl Ganter (17130 Ward Lake Dr.)
. Letter from Constance Free Church (16150 Crosstown Blvd.)
. Letter from Richard and Kay Meide (17350 Ward Lake Dr.)
. Letter from Wesley and Lois Spadgenske (2934 So. Coon Creek Dr.)
. E-mail from Stacy and Ron Erickson (3065 So. Coon Creek Dr.)
. Letter from Keith Rischer (16157 Hanson Blvd.)
. Letter from Thomas and DiAnn Bollig (3060 So. Coon Creek Dr.)
. Letter from Richard and Teresa Valois (3150 So. Coon Creek Dr.)
. Letter from Lisa C. Freitag (3096 So. Coon Creek Dr.)
. Letter from Richard and Rosalie Krusemark (2990 So. Coon Creek Dr.)
. Letter from Michael and Lily Beaupre (3018 So. Coon Creek Dr.)
. Letter from Dan and LuAnne Carlson (3021 So. Coon Creek Dr.)
. Letter from Joel and Lila Killoran (own property located north of Constance Church)
. Letter from Larry and Karen Emmerich (1341 161" Ave.)
. Letter from Prairie Oak Community Church (1657 161't Ave.)
. Letter from the Boyum Family
. Letter from Metropolitan Council (Response to questions)
, \ . Executive Summary from Rural Reserve Sewer Analysis
'---' , . Engineering Report / Summary of Alternatives 1 and lA from Rural Reserve Sewer Analysis
. 11" x 17" Maps of Alternatives lA, 1,2,3,4,5
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CITY OF' ANDOVeR
COUNTY or: ANOKA
STATe .OF' MINNeSOTA '.
RESOLUTI'ON NO. 1.71-.01
.
A RESOLUTION coMMITTING THE. CITY OF ANDOVER TO CERTAIN LAND USE
CONTROL ACTIONS TO BRING ITS 2-020 COMPREHENSIVE PLAN lNTO
CONFORMANCE WITH METRQPOLITAN SYSTEM PLANS .
WHEREAS, the City of Andover pUTSl,lll!lt to Mi?neso'ta Statutes 473.864, Subd. 2 and 473.175
his submitted for review and adoption its 2020 Comprehensive Plan to the Metropolitan Council
to ensure conformance with metropolitan. system plans and Regio~ Growth Strategy policies;
wHEREAs, the Metropolitan Council staff review record of the City's 2020 Comprehen4ve
Plan identified land uSe elements that are deemed inconsistent.with M~tropolitan Council
Regional Growth Strategies policies for rural 8;I1d urban reserve areas within the City of Andover
and represents a substantial departure from the regional Wastewater System plan;
~) WHEREAS, specific land use control issues iden~ed in the review record dated October 10,-
2001 would require the City of'Andover to take additional measures and ac;.tions to eIlS1.lIe
conformance with metropolitan system plans and consistency with Regionai Growth 'Strategy
I Plan through its 2020 Comprehensive Plan; ~d .
WHEREAS, the City'of Andover has re'~1ewed tlie re~mniended land use and .~te ,>irater
system recommendations identified' by the Metropoli~ Council staff and indicated their
willingness to commit in concept and principle to take appropriate legiSlative actions to erisure
municipal compliance v.rith metr:opolitan system plans.
NOW TBEREFORE BE IT RESOLVED that the Andover City Council commits to the
follovving land use control actions to ensurecomormance with metropolitan system plans and
consi~cy with regional policies in the fOUov'ling manner: .
1. The City of Andover commits to restricting lot splits of less than 20 acres ,,,ithin the 2020
urban reserve area and shall incorppfate said restrictions within its 2020 Comprehensive
Plan for designated and/or futur~designated urban reserve areas.
2. The City of Andover shill corrimit to identifying and protecting tbrough appropriate land
use controls envi.rofu-nentalIy sensitive resources, agricultural lands and buffer areas in '
the 'rural area in cooper~tion with metropolitan and state agencies; protection cif
environmentally sensitive areas shall be limited to land use controls as approved by tbe
( ') governing body. ,
\.J 3. Tbe 'City of Andover, in order to preserve and protect agricultural land uses, promote
orderly grovvth and maintain importac'lt quality of life factors, 'Will:
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~eFa/~ l/:.:_:'.~
" - ")
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0 a. identify and designate ~tbin ~ 8 months from the date of its :2020 Co~prehens~ve (
Plan adoption no less than 1,000 acres of~ reserve. area. During this 18 month . .
revie"'V and .designation process, re?1ricti.oIis on lot splits of less than 1 per 20
acres and subdivision of less than 1 per 40 acres sqall apply to all land areas
. referenced in Scenario'} and 2 (hereto a1tached) beyond the City's adopted 2020
metropolitan urban service area.. . .
b: restrict the' subdivision of igrlcultura1 preserve anQ non-agricultural rural property
in the designaied ~ re~erve area to no less than } per 40 acres until the City has
an adopted 2040 Co;nprehensive Plan; ,
c. restrict lot splits of no less than 20 acres in the designated rural reserve area until
the City has' an adopted 2040 Comprehensive PIan
4. The City of ~dover seeks to reserve its rights to future' CAB sewer flows and agrees to
perform necessary and timely sewer. studles at the Metropolitan Council's request in
determining .ultimate CAB sewer. flow design capacity requirements when planning for
City 2040 development needs.
BE IT FURTHER RESOLVED that the Metropolitan Council, will.Ui exchange for these
additional municipal land use control commitments be willing to recommend adoption of the
City's 2020 Compr~hensive Plan and ~ow the City to put its plan into e17ect, conditional on the
herein described land use actions being incorporated into the final, adopted 2020 Comprehensive
Plan. -
\
, ) . . '
'--- BE IT FtJRTHER RESOLVED that upon adoption of this resolution and COI1'espoD~g adoption
of the City's 2020 Comprehensive Plan by the Metropolitan Council, City staff is authorized to
incorporate appropriate langUage in its 2020 CompreheI'\Sive' Plan to ensure internal consistency
, .
with the actionS prescribed 'by this resolution. .
,
Ado~ted by the City Council of th~ City of Andover' this 6tl\ day of ,December, 2001.
ATTEST: CITY OF ANDOVER
U~ tf~ .~~~
City Clerk 11aYor' .
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- {,.-
, ) "Frequently ~ked Questions"
\.J Information for Rural Reserve Study "Open House"
, (Background, Purpose, and Process)
. '
. What prompted the rural reserve study?
As a part of the approval process for the Comprehensive Plan, the City and Metropolitan Council reached an
agreement to study and consider preserving a rural reserve area of at least 1000 buildable acres in the City of
Andover for urban development A study of the rural areas of the City is being undertaken and expected to take 18
months to complete. This study would determine whether a given rural area would be established for preservation
until it is ready to be urbanized. and allow the area to be subdivided.
. What role does Metropolitan Council play in the rural reserve study?
In the fall of 2001, the Metropolitan Council indicated that they would approve the City of Andover Comprehensive
plan if the City agreed to study a rural reserve area of at least 1000 buildable acres in the City of Andover. The City
is now undertaking the required study.
. What is tbe purpose of the "Open House"?
City staffwill attempt to explain the benefits/detriments of being included in the study area. The staffwill attempt to
explain the growth management policies that have been put into effect within the community and the agreement with
, ) Metropolitan Council to study these rural areas. There will also be an opportunity to gather feedback from property
U owners and to answer questions.
. What is the City Staff's role in this?
City staff are the facilitators and will explain the process, carry out the administrative planning and infrastructure
analysis work involved in the rural reserve study. In the event changes in the Comprehensive Plan are needed, then
staff will prepare and process (based on direction from City Council) the amendments for City Council and
Metropolitan Council approval.
. What is the purpose of establishing a rural resen'e area?
The Metropolitan Council has required the City to designate at least 1000 buildable acres for future residential
growth beyond the 2020 Metropolitan Urban Service Boundary.
. Are there benefits to implementing a growth management strategy such as a rural reserve area?
Areas for current residential growth have been identified within the 2020 MUSA Boundary. Development will
continue to be focused within the MUSA boundary and guided by the five-year growth stages that have already been
defmed. Defming a rural reserve area and restricting development within this area will preserve the full range of
development options for future residential growth during this period.
. Whatare the impacts if my property is located in a rural reserve area?
~ The immediate impact is to reserve parcels of sufficient size so as to preserve the land in its current state. While
providing flexibility for potential future provision of City sewer and water services or alternative land use options.
Properties within a rural reserve area cannot be platted into rural residential lots.
-7'--
. How were the rural resen'e areas defmed?
o Due to the fact that the rural reserve needs to be at Jeast 1,000 buildable acres in size, identifying large areas ofland
that are contiguous to the MUSA Boundary was the first selection criteria. Two areas of approximately 1,000 I
\
buildab]e acres were identified to allow flexibility in determining the final boundaries of the rural reserve.
Parts of these areas contain development constraints, such as wetlands, flood plain areas and organic soils, that limit
their development potential. The areas with development constraints would be unlikely to develop under the current
rural residential standards due to the difficulty in locating Individual Sewage Treatment Systems.
. What are the impacts if my property is not loca~ in a rural resen'e area?
Properties outside the 2020 MUSA Boundary and not included in a rural reserve area may be platted into rural
residential Jots with a minimum Jot size of 2.5 acres provided the Jot has 300 feet of frontage on a public street and
can be demonstrated to meet the buildable requirements.
. HI don't want to be included in the rural resen'e area, how can I do that?
The property owner can submit a letter to the Andover Community Deve]opment Department and objections will be
considered in the final decision on the rural reserve areas. However, this does not preclude your property from being
considered during the course of the study, or ultimate]y designated as rural reserve. The City must designate a
minimum of 1,000 acres as rural reserve in keeping with Metropolitan Council requirements.
. Can the acreage designated in the rural reserve area be included for development prior to 2020?
,',\ Ifa property owner petitions for J.ltilities, the City Council based on a 4/5's majority vote of the Council can make
o that decision. If the property owner petitions to bring utilities into the area, the steps involve:
1. Approval by the Metropolitan Council.
2. Land Use Plan amendment for changes in the phasing/timing of the area.
3. Rezoning of the property.
4. Determining whether sewer/water can feasibly be brought into the area.
. What is the timing ohbis study?
The process that has been outlined and approved by the City Council is expected to take eighteen months to
complete. Right now, we are at Step 5 in the work program and we are expecting to be done by May, 2003.
. How does this affect my property values and taxes?
According to the Anoka County Assessor's Office, until property is actually included in a MUSA designated area,
appraised land values will not increase due to the availability of City utility services. Property values are established
by the Anoka County Assessor based on market value comparisons. Market values are determined by comparable
property sales in the County.
Uyou should have further questions, please caU:
. Will Neumeister (Community Development Director) (763) 767-5140; or
. John Erar (City Administrator) (763) 767-5100
(~
,.n
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1000 Acre Rural Reserve Work Plan
'\ 2002 2003
\.J MAMJJ ASONDJFMAMJJ
1. Initial public informational "Open House" meeting(s) to
gather input from property owners............ ......... ........... ........... ...... ..... ..x x
The "Open House" meetings would be base data dissemination of the following:
. Implications of not being included in the rural reserve study area
(i.e. utilities will not be extended in the foreseeable future).
. Existing physical constraints, resources to be preserved, such as wetlands,
flood plain areas, areas with organic soils. Maps of these constraints
will be available for viewing.
. Estimated net buildable acres of the study areas.
. Timing of the rural reserve study.
. Current Phasing Plan for extension of public utilities (from current
Comprehensive Plan).
. Sewer line location and planned capacity analysis for the areas.
. Explain the Green Acres Program
. Explain the Agricultural Preserves Program.
. Explain the current zoning classification system.
Desired outcome of the meetings:
. Staff will describe the potential implications of the study on the rural reserve areas.
. The property owner would have a better idea of how a decision
\ (by the City Council) will be reached regarding the designation of
\.j rural reserve areas.
. The property owner/resident gets a chance to express their opinion
regarding the rural reserve designation process.
2. Series of strategy/sounding board sessions scheduled with Council
and staff to consider the best approach to studying/presenting
various options....................................................... ...... ...... .... ..x..... .....x x......x x
3. Evaluate sewer capacity expansion (Council authorize hire, staffwill I t
work with consultant to prepare analysis)......................... .................... x x x x x x f
I ,~
4. Transportation plan will include potential traffic , ~
,
from the Rural Reserve Study areas............................... ....................... x x x x x x , ~
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5. Scenario development - During this time, staff will: ~ ~
. Study growth rate implications to public infrastructure f. j;
;;: ~..
(Le. roadway, utility improvements, etc.) ~
1\
. Prepare staging scenarios /Iogical alternatives.................................... ...x x x x x . "
(AI/i) 1"l()fJ~ . ,
..
~ 6.
Adoption of desired "Rural Resen'e Area" alternative by City Council...( H. Z I, 5::88J).........x 1;'-
t;
7. Submission of Rural Reserve Designation (Finalizing Compo Plan) ~
to Metropolitan Council (potentially 120 day review)..........................................................x ------x 1
/ \ 8. City Council (Comp. Plan allowed to be placed in effect by Metropolitan
\J Council).................................... ....... ......................................................................... .....x
-7-
IFii:\ Oty of Andover .
~ Incorporated 1974 Comprehensive Plan
'\ Figure 4.9 Rural Reserve Study Areas
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tl 4\ ~ Q 2020 MUSA Boundary
Sewer Staging
, 2000-2005 0.5 0 0.5 Miles
D 2005-2010 I I
D 2010-2015
,,' " D 2015-2020
\.-.J III Scenario One (1,020 Acres) I . :
. . Andover Panning
_ Scenano Two (1,293 Acres) Andover GIS
11i';7:(i\1 Gray Area (820 Acres) Anoka County GIS
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[ MAR'21 am I
. '\ March 20, 2002
,
\.,j CITY OF ANDOVER
Dear Mr. Erickson:
This letter is in regards to the City of Andover 2020 Comprehensive Plan
and its potential impact to our family's property. It is our understanding that
during the next 18 months, until possibly the year 2040, 160 acres of our land
has been rendered useless due to the restrictions placed by the City of
Andover. Our family is strongly opposed to being included in this Rural
Reserve Designation process.
Only 18 months ago we were involved with Independent School District
# 11 as they chose a 40 acre parcel of land for a new elementary school. We
were fortunate that another site was chosen, however, what rights do we have
as property owners, to the future development of our property?
We have just completed extensive estate planning that will be rendered
useless if our property is included in the Rural Reserve Designation process.
How will our family be compensated for this and future loss of value to these
sections ofland?
r \ After surveying the properties proposed for the Rural Reserve
\._) Designation, it appears that much of the area is not able to be developed
without the benefits of a sanitary sewer system and city water. All of our /
property can potentially be developed with on-site water and sewer, as well _/
as provide spacious lots for people to enjoy nature. We have no immediate
plans to sell or develop our land, but we feel this decision should be left up to
us, the property owners. We do not feel it should be under the discretion of
the City of Andover or the Metropolitan Council.
I do plan on attending all of the meetings regarding Rural Reserve
Designation in the City of Andover until this inatter is resolved. If you have
any questions regarding our property please let me know.
Respectfully,
QJh-q/.
!:,t. v1i.-t:.
Carl Ganter
17130 Ward Lake Drive NW
Andover, .MN. 55304
H# 763-434-7031
~J W#763-755-9305
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'f' Free Church ,~~~,,' ..
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,(763}~;~: ~~' Fa:'(7~) 43:-~~:& " :61 ~~ c:osst~w~;.~ Andover, MN 55304 . www.constancefree.org (
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RECEIVED
December 6,1002 , ~. :-. ,~.
\ " "
L,.'i.'.
Will Neumeister
Community Development Director . CITY OF ANDOVER
City of Andover
1685 Crosstown Blvd. NW
,A.ndover, MN 55304
-
Dear Will:
Thank you for your time this morning to discuss our continued interest in having city sewer
and water at Constance Free Church. We. know that the RUral Reserve study is a significant
project for the city and we appreciate the way you have been communicating not only.with us
but with the entire community.
I understand that on December 17,2002 the city council will be hearing the staff report on
the Trunk Sanitary Sewer study' performed for you by WSB & Associates, Inc. As Constance is a
prominent part o,f the executive summary of that report, I would like to provide you with our
, , input prior to the~council meeti..-ig.
~~j Constance Supports the Alternative lA recommendation of the WSB study
-
It is very important to Constance Free Church that we are conSidered for city sewer and water
access. We are interested in sewer access as earlv as the spring of 2003 when we expect to break
ground on our Phase 3 construction. Without city sewer, we will be,required to reposition' our
. '
drain fields in 2003, ,and over the long term, we will have several acres of land tied up in drain
, .
fields. This is not a productive use of our financial resources or our land.
We do not currently believe we will need city water for our fire sprinkler system or other
purposes for another 3-5 years. However, we will eventually want water access as well.
As stated on the last page of the WSB executive summary, "Alternative IA does allow the
City to provide inmlediate sanitary sewer service to the Constance Church". We understand that
these changes would also require an amended Comprehensive Plan through the Met Council for
a MUSA boundary change as. well as a phasing change. We would seek tlus from the Met
Council in cooperation with and at the direction of the city.
. ,
. Why aHowin!! Constance city sewer and water access benefits Andover residents
There are a number of reasons why allowing us access and facilitating' our gn;>wth is in the
best interest of Andover. Although our facility would use up a certain amount of the R:ed Pine
" Fields sewer trunk line, capacity that could support other more taxable residential development,
'---) we believe that the city should carefully consider these other factors in their decision making: .1
~~ty
-Il- -
, \
'-~/ > Constance has been providing a stabilizing influence in the c.ommunitv since its
inception in 1880. Qur purpose and vision as.a church will continue to meet the needs
of the growing community, Access will allow us to more effectively accomplish our
purpose as a church to provide healthy programming for all of the families. in the
Andover and surrounding community.
, > Approximately 200 families from Andover regularly attend the church. along with
250 families from other suburbs. These Andover residents who attend Constance
would be immediately served by access. And, as Andover fll1d Constance grow, the
base offamilies served will likewise grow.
,
> While the growth of the church and providing access. does not broaden the city's
taxable property base,. one rationale for our tax-exempt status is to avoid the situation
where the 200 families mentioned above are taxed rnit:e because df their religious
affiliation. Stated another way, these 200 families should not be penalized for having
religious affiliation. To deny access based on tax base alone would in our opinion be
a very narrow view of the situation., and would unintentionally and inadvertently
penalize these families.
> Constance currently rents space to the Andover Middle School, for a nominal fee,
, several times a year for large group classes for respect and values education. In
. '. addition, we recently hosted the Mayor's prayer breakfast and a District 11 teachers
\. ./ training conference. We expect to continue to be a resource to the public school
system and city. This relationsrup'with the city office and public school system serves
all of the families of AndOVer.
> . While we are not part of the entire taxable base of the city, the cost of our building
permit on our third phase of construction alone will be the equivalent of as much as
the building permits on 25 rel?idential units. In addition, we will be required to pay
SAC and WAC charges annually if we are given access.
Thank you for considering this input. I wili plan to attend the city council meeting on
the 17th. If you would like to discuss this further prior to that meeting, please contact me.
Sincerely,
~ (;(,'
/ -- ,/ -
'/.:-_ liv'~ tX;"~~
,/ 11m Barber
( S/ Associate Pastor
.-.~.,
Cc.: Randy Discher Senior Pastor
Jerry Hibma Church Chairman
.T eff Wellman Rochon Corporation
~) Brent Visser Miller-Dunwiddie Architects
-/3--
Richard and Kay Meide
17350 Ward Lake Drive NW
Andover, MN 55304
763-434-5790
,
,~) RECEIVED
12-31-2002
JAN 7 2003
CITY OF ANDOVER
Dear Will Neumeister:
In regards to the "Rural Reserve" Study Area. We are not infavor for our land to
be part of the "Rural Reserve", as I mentioned to you some time back in our phone
conservation. I have not been able to attend any of your meetings. We don't have any
plans to change the status of our land now, but in the long term future we might. We
would like the rights that were inplace when we purchased our land. Please keep us
informed of any new progress. I hope this letter is eficient for your further study and the
city of Andover. Please call me if you have any questions. We apreciate all your efforts.
/ \
\._J Sincerly,
Richard and Kay Meide
p~
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'-,' RECEiVED
JAN 1 4 ZOO3 Southern Section of Area IA
2934 South Coon Creek Drive, NW
Andover, Minnesota 55304
CITY OF ANDOVER January 14, 2003
Andover City Council
1685 Crosstown Boulevard, NW
Andover, Minnesota 55304
Attention: Will Neumeister, Director ofConnnunity Development
Dear Council:
After reviewing the memo and maps we received from Mr. Neumeister, we do not see any current
benefit to us from an assessment for the proposed sewer line rnnnine; along Coon Creek. In fact,
it would be a hardship.
/ \
'-_/ Unlike the 40-acre parcels in Area I which developers would like to clear and build, we have only
our 90-year-old house in the middle of a six-acre (presently undividable) lot with limited road
frontage. We are recently retired, and we plan to remain in this house as long as we are able.
Building higher-denSity housing along South Coon Creek Drive would also be dangerous. The
road has many curves and is used as an emergency vehicle route. Surely there are other areas
where there are not already homes on relatively small acreage that would better meet the
Metropolitan Council's requirement.
Thank you for considering our viewpoint in your dehberations.
Sincerely,
z[4Y&r:l,^--/~
- . '~, /'
Wesley W. Spadgenske
6<~ ~ < .
~ ~ / ~ -~,.."...c:.:J-"'~~Z<-
Lois 1. Spadgenske
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--/:;---
Will Neumeister
From: EriPHC@aol.com
Sent: Wednesday, January 15, 20034:46 PM
"'0: wneumeister@ci.andover.mn.us
_ ).Ibject: "Rural Reserve" Study Area
Honorable Andover City Council
Our understanding is that an additional 50 acres of land must be included to satisfy your
Alternate IA 1000-acre minimum requirement for the Metropolitan Council.
We are a property owner with a large acreage parcel in this area on South Coon Creek
Drive. We understand the possibility this will be included in the lA plan. Our concern is
the potential for assessment for future sewer connection.
It is unlikely that the existing residential lots (including our 10 acres)on South Coon
Creek Drive would be redeveloped any time soon. Our first hope would be this area not be
included in your submission. Possibly this area could be removed from the plan and your
submission could be less than the 1000 acres.
If this area is included in the rural reserve plan you submit, we strongly encourage you
to refrain from assessing the property owners on South Coon Creek Drive any sewer access
charges.
If the properties are developed it would make the most economic sense for the developer(s)
to absorb the costs of bringing sewer to their developments. For us to be assessed now for
a sewer line We would not be connecting to would be undue hardship and most likely a legal
battle that surely could be avoided.
Thank you for taking the time to consider our concern.
/ ~acy and Ron Erickson
\. ,065 South Coon Creek Drive
/ .
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January 17,2003
.~ Andover City Council members,
Thank you for taking the time to consider our feelings
regarding rural reserve. We are homeowners who have 6 1/4
acres right on the NE corner of Hanson Boulevard and 161st
Avenue. We appreciate our wooded lot and the space we
have, yet proximal to activities and schools in Andover. Our
property is affected by the decision to develop approximately
88 acres across 161st Avenue by the existing lift station
across on Vale Street.
We are going on record to state that at this time we do
not want our property to be included in this area across
161st Avenue that is being considered for assessment of city
sewer and water. We want to enjoy the space we have and
allow our 5 children to make the most of the land we have.
We would support the decision to make the sewer pipe
.' 'i extension off of Round Lake Boulevard the largest size
possible so that in the future years it could support
\..J
development of this Hanson Boulevard corrider. We would
be willing to consider assessment of sewer and water in 8-10
years when our children have left our home.
Thank you for your consideration of our request. May
God give you all wisdom to make the wisest choices for our
city that will determine the future of our city for years to
come.
Sinceel~
til j'
.....-- i/ .it ~r' ,
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~ Ci'\-(;- i (,,1::' ~h,,_
,
Keith Rischer
Rhonda Rischer
16157 Hanson Blvd. NW
~J Andover, MN 55304
-/7-
WiII Neumeister
From: tdbollig@juno.com
Sent: Friday, January 17, 2003 1:29 PM
\'0: WNeumeister@cLandover.mn.us
~jubject: Request exclusion of S Coon Creek Dr homeowners from the Rural Reserve
recommendation
January 17, 2003
Dear Mr. Neumeister and Andover City Council Members,
Thank you for your recent mailing regarding the recommendation of
including Alternative IA area into the Rural Reserve to satisfy the
Metropolitan Council requirement. We greatly appreciate the
notification.
We request that the South Coon Creek Drive NW homeowner properties be
excluded from this proposal. Our understanding is that the intent of a
Rural Reserve area is for future conversion to an urban housing
development and subsequent sewer service. We feel this area does not fit
the intended purpose.
Based on the information or lack of information, we have been able to
obtain, we feel that at no time in the foreseeable future will this be of
benefit to us. Our private well and septic are functioning great. We
have no need or desire for city sewer and water and the costs associated
with such. Nor do we have any intention of selling our home and property
to a developer.
We purchased our home about 4 years ago with the intent of staying here
for at least 20 years. Our home, as I suspect many of the others are as
. \~ell, is less than 20 years old, and situated on our property in such a
\.~manner as to not allow for the development of the property into urbanized
housing without the purchase of adjoining properties and demolition of
the existing homes. At least, two other homes in this affected area have
changed ownership since we have been here. I doubt they were purchased
with the intent of demolition and urban development.
When people learn that we live on South Coon Creek Drive, their usual
response is similar to, "What a beautiful area! The trees are lovely.
It's like a drive in the country but in the city." That is exactly why
we chose to live here!
Please find another solution.
Sincerely,
Thomas & DiAnn Bollig
3060 South Coon Creek Drive NW
Andover, MN 55304
Sign Up for Juno Platinum Internet Access Today
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January 16, 2003
, '\ Mr. Will Neumeister
\.J Director of Community Development
City of Andover
Andover,~ 55304
Dear Mr. Neumeister:
It was with considerable alarm and dismay that we learned that the designation of our
area as a Rural Reserve would have the opposite effect of what we want for our area,
which is to retain some of its rural character.
We own one of the parcels of land along S Coon Creek Dr NW designated low density.
Our property has approximately 2.75 acres of wooded land. At the time we bought our
home, its great attractiveness was breathing space it put around us. It is not our intention,
and I know it is not the intention of any of our neighbors, to convert the character of our
area from low, to high density. I would encourage you to contact the people who reside
in this low-density area, and ask them if they own the property with the intention of
splitting the parcels into buildable lots. I would also ask you to review a topographic
map of the area; you will find that a considerable amount of the land is designated a flood
zone, especially north of S Coon Creek Dr NW, and is therefore unsuitable for heavy
urban development.
\
,--.J With all of these facts and our feelings in mind, we respectfully request that you and the
City Council exclude our properties from the area to be recommended to the
Metropolitan Council as part of the 1000 acre Rural Reserve. Please acknowledge the
low-density character of our neighborhood, and help us maintain its character.
Although I cannot attend the City Council meeting on Tuesday - I will be out of town on
business - my wife will be there to add any clarifications that might be necessary.
Thank you for your consideration and attention.
Sincerely,
Richard and Teresa Valois
3150 S Coon Creek Drive NW
Andover, MN 55304
763-862-9847
rvaloisO 1 @hotmail.com
0
-1';--
WiII Neumeister
From: Ifreitag@visLcom
Sent: Sunday, January 19, 2003 8:21 PM
To: wneumeister@cLandover.mn.us
/ ....Cc: dream@dreamhavenbooks.com
\'~Subject: Rural Reserve Area homeowner
Dear Mr. Neumeister,
I have just spoken to my neighbor DiAnn Bollig, and learned that both of our
properties are among the fifteen properties along South Coon Creek Drive to be
included in a so-called "Rural Reserve Area". I had not been terribly
concerned about this since I assumed "reserve" meant that the area would not be
developed.
Instead, I understand that this area is slated for immediate development,
including the installation of a sewer trunk line nearby, for which I can expect
to be assessed. Looking at the map of the intended line, there is no way that
my property can be connected to this without a great deal of unnecessary
expense. You would have to put in at least a half mile of pipes to reach
fifteen homes.
Nor would this line be likely to be needed by more houses in the future. None
of these properties are, realistically, developable land. All fifteen of the
properties currently consist of a single home set more-or-Iess in the center of
2 to 5 irregularly shaped acres. No more houses could be added without
combining several properties and destroying the existing homes.
My property, for example, is indeed 2 1/2 acres. By your formula (one acre
equals about three lot units), this could be developed for six or seven houses.
'But since most of the property is set back from the road, most of those
'theoretical houses would be unreachable. Plus, my house is at the exact center
~-~of this. I have no intention of destroying my own house in order to build more,
or selling to a developer who would do so.
Nor do I have any problems with my well and septic system. There is no way I
could expect to benefit from the proposed sanitary sewer line.
I agree with Tom and DiAnn Bollig that the properties along South Coon Creek
Drive should not be included in the Rural Reserve Area, since none of them, in
fact, are developable land.
If you need further, information from me, please call at (763) 757-7562. I will
probably not be checking my email before Tuesday's meeting. Thank you.
Lisa C. Freitag
3096 S. Coo
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Page 1 of 1
Will Neumeister
From: Richard Krusemark
/ \ Sent: Thursday, April 10, 200312:11 PM
\J To: wneumeister@ci.andover.mn.us
Subject: Rural Reserve Response
Dear Mr. Neumeister,
This letter is in response to the proposed Rural Reserve area. We reside at 2990 South Coon Creek Drive
and are in the lA area. After careful consideration, we have decided to go on record as being willing to
have our land being included in the Rural Reserve area. We have no plans to develop our land in the
near future, but we may change our plans over the next 20 years. We do not want our property to be
permanently removed from the sewer accessability. Thanks for your time in meeting with me.
Sincerely,
Richard & Rosalie Krusemark
2990 South Coon Creek Drive
Andover, MN 55304
763-757-8181
Do you Yahoo!?
Yahoo! Tax Center - File online, calculators, forms, and more
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4/1 0/2003
-u-
f \ RECEIVED
~/
JAN 2 1 2C03
TO: Mr. Will Neumeister
FROM: Michael & Lily Beaupre CITY OF ANDOVER
3018 S Coon Creek DR NW
SUBJECT: Rural Reserve
DATE: January 16, 2003
Mr. Neumeister,
Thank you for sending us the information about the City Council's recommendation to
the Metropolitan Council regarding establishing a Rural Reserve in Area 1.
Our understanding ofthe impact ofthis recommendation is that our property will be
assessed fees in order to pay for the sanitary sewer line.
. '\ Since we neither need nor want city water/sewer, I urge the Andover City Council to
,_J reject the recommendation.
Please attach this letter to the staff report 1b that our opinion is known.
So
Thank you.
Sincerely,
r); ,j/1 cf ;tJ (3e/~
. .L(iV I V' '/
,/ . .(;::'/-'
v
Michael & Lily Beaupre
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Page 1 of 1
Will Neumeister
From: LuAnne. Carlson@mpls.frb.org
Sent: Tuesday, January 21, 200312:58 PM
"_/ To: wneumeister@ci.andover.mn.us
Subject: Objection to Proposed Rural Reserve
Dear Mr. Neumeister,
We are writing you to express our opposition to the proposal that the properties on South Coon Creek Drive be
included in the Rural Reserve Area. These properties are already developed and one would expect the Rural
Reserve Area would consist of undeveloped property. We felt very lucky seven years ago when we found our
current home and the property that went along with it. We have no intention of selling our land to a developer and
we are not in need of city sewer and water. One of neighbors shared the estimates of the assessments that
would be added to our taxes and we believe these amounts are unfair to the South Coon Creek Drive property
owners.
We support looking in another area of Andover for the approximately 36 acres that the South Coon Creek Drive
properties contribute to the 1000 acre goal, or submit a 964 acre proposal to the Metropolitan Council.
Thank you for the opportunity to express our position.
Dan and LuAnne Carlson
3021 South Coon Creek Drive
Andover, MN 55304
(763) 754-5693
\ LuAnne. Carlson@mpls.frb.org
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1/21/2003
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Page 1 of 1
Will Neumeister
From: JoeIDKilloran@aol.com
/ ...., Sent: Tuesday, January 21, 2003 2:55 PM
,
,_/ To: wneumeister@CI.ANDOVER.MN.US
Subject: KILLORAN property (North of Constance Church); January 21 Council
Dear Will:
Since your letter of December 30, 2002 regarding subject meeting was not sent to us, we have not had time to
formally respond and communicate our desires regarding utilities at the above property. We are thus sending you
this E-mail to ensure you are aware of our position.
Based on our planning for the property and our financial requirements to meet life goals and objectives, we are
adamantly in support of having subject property designated to receive water and sewer as soon as possible. We
object to the area being designated rural reserve if such designation will prevent our property from receiving
utilities until after 2020. At this time we project we will need water and sewer no later than June 2005.
Sincerely,
Joel D. and Lila M. Killoran
3703 Wood croft Drive
Minnetonka, MN 55345-1147
Ph: 952-476-1730
480-443-1268
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1/21/2003
-ztf -
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Jan. 8,2003
Will Neumeister
Director of Community Development
City of Andover
1685 Crosstown Boulevard
Andover11n.55304
Dear 11r. Neumeister,
It is my understanding the City Council will meet on Tuesday, January 21,2003 to
discuss and decide on the expansion of the urban service area. The Boyum family owns
approximately 80 acres of undeveloped land adjacent to and directly north of Co. Rd.20
And west of the Burlington Northern Railroad. The family members inherited this parcel
, via en undivided interest after the death of their mother. It was decided that it was in the
\'-~ best interest of the family to sell the land. A number of builders and developers have been
contacted in an effort to market the property.
Based on the information I received from city staff, our property is located in Alternative
No.1A of the Rural Reserve Study Area. Unfortunately this area has limited sewer
capacity do to pipe constraints downstream. Several concept plans have been prepared
for our 80 acres indicating about 120 single family lots for a density of 1.5 units per acre.
Do to the nature of the ownership of this land, the Boyum family is requesting that the
entire parcel be placed in the urban service area. Thank you for your anticipated help in
this matter.
Respectfully,
The Boyum Family
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RECEIVED
.~ January 25,2003 JAN 2 9 2003
To the City of Andover CITY OF ANDOVER
The Mayor: Mike Gamache
The Council: Ken Orttel, Don Jacobson, Julie Trude, and Mike Knight
Community Development Director: Will Neumeister
From Larry & Karen Emmerich
1341-161st AVE NW
Andover MN
We would like to make our intentions clear to develop our property in the
near future to this governing body and further ask that this statement of
intention be considered in this process.
We ask that that use of both sewer trunks that stop at Crane -161 st and
Vale-161st be used to there shared capacity.
U We own approximately 50 acres ofland in the city of Andover with only
one residence on the property at present. With over 1200 feet attached on
the north side of 161st Ave and commencing at the SW corner with being 50
feet laterally east of Crane St. and the SE corner is west of the train tracks
and all property is east of Hanson Blvd.. 35 acres is high, desirable and
buildable land attached and continues from 161 st to over 1300 ft. to the
north property line with increasing elevation as it extends to the north.
With that stated as per option 1 of the MUSA planning: With 88 acres of
sewer available north of 161st Ave and west of the tracks and east of
Hanson.
We would further ask that the Mayor and council to consider using that
end of the trunk at Crane St. & 161st to full capacity. 44 acres or whatever
it's engineered capacity be designated for that trunk that extends from the
south of 161 st and Crane St.. Therefore extended across 161 st to our
property for the purpose of a sewer and water housing development.
If we can be of flrt ler help or rovide Aditional information
Please call L '0 Karen mme h at 763-434-7826
Q Sincerely, 'F~.~~ ~ ,
/rtauU ~
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PRAiRiE OAk RECEIVED
COMMUNITY CHURCH
() March 3, 2003
Mt.R 4 rrr.....
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To: Will Neumeister
The City Of Andover CITY OF ANDOVER
Zoning & Planning
Dear Will:
I am writing to officially state that Prairie Oak Community Church would like to be included in the possible
extension of city water and sewer services north of 161 st. Ave. To be included in this expansion would help us be
better stewards ofthe land resources so that we can better serve our Andover community.
i Thank you for your consideration.
I
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1657161"' Ave. NW. Andover, !\..1)J 55304. Phone: (763) 43-1.-8191. Fax: (763) 43443411. E-mail: ora;rie'O'orairieollk.ofl!. Web Site: www.prairieoak.org
-27-
08:10 FAX 651 602 1674 ldETRO COUNCIL IgJ 0021002
03/14/03
~ Metropolitan Council
Building communities that worle
.' '\
\..J
March 13, 2003
Mr. Will Neumeister
Director of Community Development
City of Andover
1685 Crosstown Boulevard NW
Andover, MN 55304
HE: City of Andover Rural Reserve Issues
Dear Mr. Neumeister:
Thank you for the opportunity 10 meet with the City staff today. The meeting led to clarification of the
issues that were initiaDy raised in your letter of January 28, 2003, requesting elaboration of the
Metropolitan Council's position with respect to the "rural reserve" areas identified in the City's Plan, City
Council Resolution No. l77-Ol,IUId the Metropolitan Council's Review. The following recaps the
questions asked by the City and the answeIS provided by Metropolitan Council Staff and Metropolitan
Council Member, Natalie Haas Steffen
1. Are the 1,000 acres ohural reserve considered "buildable"? Yes, density is based on the gross
aueage less wetlands, major highways, parks, and lands protected by City ordinances. This
calculation results in net buildable acres.
~J 2. Will property owners in the rural reserve be able 10 petition the City CoUDcil to submit a development
plan prior 10 a 2040 Plan and/or prior to 2020 to the Metropolitan Council? Yes, the Metropolitan
Council will review comprehensive plan amendments for development plans within the rural
reserve area prior to a 2040 Plan and/or prior to 2020 at the City's request. As long as the
infrastructure is available to develop and the development does not create a departure from
regional system plans, there should be no problems.
3. What is the status of Agricultural Preserves in relation to the Rural Reserve? The City told property
owners that statutorily the Agricultural Preserve requirements need to run their course. What is
the Metropolitan Council's position? The Metropolitan Council's position is that, accordlng to
state law, the land should remain in preserve until the time required has lapsed.
I trust these answers will help to clarify the intent of the Metropolitan Council's Review and the City
Council's Resolution No. 177-01. If you are in need of further assistance or if you have additional
questions, please feel free to contact Viclci Spragg, at (651) 602-1478 or vicki.spraQQlalmetc.slate,mn.us.
?i~erely,
\{}L . /( . .
-- ~~;va-~'--
Phylli anson, Manager
Planning and Technical Assistance
Cc: Natalie Haas Steffen, Metropolitan Council Member, District 9
Viclci Spragg, Anoka County Sector Representative
V:\Rer..,.aIsICommullitieslAndovcr\Lellers\ Rural Reserve Response to Will 2.doc
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,
www.mclrocouncU.org Metro Info Une 602-1888
. 230EaslFifthStreel' SI.Paul.MlnnesolaSSI01.1626' (651)602.)000' Fax602.1SS0' TJY291-0904
An EqUAl OpportlUlUy ~
-2$- 651 602 1674 PAGE,02
MAR 14 2003 08:13
1- EXECUTIVE SUMMARY
./ '\ The Metropolitan Council has requested that the City of Andover identify a minimum of 1,000
\.J
buildable acres for potential development outside of the existing Metropolitan Urban Service
Area (MUSA Boundary). The requirement is a condition of approval of the City's
Comprehensive Plan. In line with the Metropolitan Council of Environmental Services (MCES)
conditions, two areas have been identified for potential development in the Rural Reserve Area
consisting of approximately 1,020 and 1,293 gross acres, respectively. This study was ordered to
detennine thepotential for providing sanitary sewer to the Rural Reserve Areas that will allow
connection to the MCES trunk system.
The detennination of the City's capability to provide sanitary sewer included an analysis of 5
separate improvement alternatives. The analysis indicated that a new trunk can be extended to
serve both study areas with a gravity based sanitary sewer system. The new trunk system is the
recommended alternative and is included herein as Alternative No.1. The proposed trunk sewer
wi~ be extended northerly from the Coon Rapids Interceptor at the intersection of Bunker Lake
Boulevard and Crooked Lake Boulevard The Opinion of Cost of the proposed improvements as
described herein is estimated to be $5,438,350. Alternative No. lA should be considered as a
component of the overall implementation of Alternative No.1.
Funding for the proposed interceptors is anticipated to come from a combination of development
fees. It is estimated that trunk sewer fees would need to increase to $517/unit in addition to
$1 ,8lO/acre to pay for the proposed improvements. As these areas are outside of the existing
" 2020 MUSA, the City of Andover would need to establish a separate trunk sanitary rate for the
\/' study areas.
The proposed improvements contained in this report are feasible, and cost effective from an
engineering standpoint. There is available capacity in the Coon Rapids Interceptorfor the City
of Andover. As that capacity is readily available, the extension of the sanitary sewer from the
Coon Rapids Interceptor could open up the Rural Reserve Areas to urban density development.
The final program d~veloped for the implementation of the Rural Reserve Areas into the
Comprehensive Plan will take careful consideration on the part of the City Council. Combined
projected flows from the study areas are close to available capacities as dictated by the
Metropolitan Council. However, some areas of development may be lost to wetlands, floodplains
and stormwater ponds. In which case, the Council will need to review the recommendations in
this report if they determine that a combination of the study areas or addition of other peripheral
areas is warranted for inclusion into the study. The Council will also need to review the phasing
plan for the current 2020 MUSA as a final schedule is established for the potential development
of the Rural Reserve Areas. Based on Council decisions and direction, recommendations and
information contained in this report may need to be modified accordingly.
. \
'J
Feasibility Report
Trunk Sanitary Sewer Anal)'sis for
Designated Rural Reserve .4..reas "C;~
City Project No. 02-]]
A.ndover, Minnesota
1-\'SB Project ?';o. 1463-00 P.::lge 1
5. ALTERNATIVE ANALYSIS AND RECOMMENDED OPTIONS
~
, I Several alternatives have been analyzed to provide sanitary sewer service, as described below
~
and shown on Figures 1-4 in the Appendix.
5.1 Alternative No. 1- New Gravity Trunk (Figure 1) - Recommended Alternative
The proposed improvements for Alternative No. 1 are shown on Figure 1 in the Appendix.
Alternative No. 1 is the construction of a new gravity sanitary sewer trunk ranging in pipe sizes
between 21-inch and 27-inch to provide sewer service to both study Area 1 and study Area 2.
This alternative would utilize the Coon Rapids Interceptor as the main outlet for the increased
flows from the study areas.
As shown on the drawing, a new 27-inch trunk line would be extended northwesterly from the
Crooked Lake Trunk. The alignment as shown would require crossing through a developed
neighborhood at depths of approximately 20 feet. It would also cross Woodland Creek Golf
course adjacent to Coon Creek. Depths across the golf course would be in the range of 10 feet to
15 feet deep. The area north of Coon Creek is undeveloped property up to 161 st Avenue NW.
The pipe would then extend east along 161 st Ave. NW to a point within Area 2 where it could
turn and extend north as shown on Figure 1. Depths along 161 st Ave. NW will vary from 35 to
40 feet deep, which is similar to current trunk sewer depths in the City. These depths are
necessary to maintain gravity flow through the system.. Pipe grades in this alternative as well as
in subsequent alternatives are set at minimum recommended grades in accordance with the Great
Lakes-Upper Mississippi River Board of State and Provincial Public Health and Environmental
. , Managers (Ten States) standards.
\.J
The demand for this trunk sewer will depend on proposed development of the study area.
Subsequently, the final design of the proposed facility should be conducted at the time of platting
to assure that adequate easernents are included with the plats for the area. It should be noted here
that costs for easement acquisition have been included in the estimates. However, final design of
the sewer at the time of development may result in the dedication of some of the necessary
easements through the platting process. It should also be noted here that the alignment as shown
on Figure 1 is understood to be schematic in nature and the final alignment of this trunk line will
depend, on final development conditions.
Alternative No.1 offers several benefits to the City. It utilizes gravity flow for both areas and
does not require a lift station as part of the trunk: system.. As the majority of the alignment will
go through undeveloped property, easement acquisition costs can potentially be minimized
through dedication as part of any developer's agreement for the property. It also offers the most
economy with the least amount of disruption to existing developed areas. In addition, it connects
to the Coon Rapids Interceptor, which is immediately available to receive additional flow from
the City of Andover with no capital expenses to the MCES. Finally, this route offers greater
flexibility to the City in how the area develops. The delineation of wetlands and floodplain in
study Areas 1 and 2 may determine that some of the floodplain is not developable which would
free up additional acreage for development of other areas. In this event, the presence of a
. '\
\._/ Feasibility Report
Tnmk StmitJlry St!Wer Analysis for
Designated Rural Reserve Areas
City Project No. 02-22
Andover, Minnesota
WSB Project No. 1463~0 Page 10
-3C!-
sanitary sewer trunk could allow development of properties located between study Areas 1 and 2
, , adjacent to the north side of l6lst Avenue NW.
~)
The improvements proposed as Alternative No. 1 include the extension of a trunk sanitary sewer
facility through Study Area 1 to Study Area 2. It is anticipated that development related projects
will occur initially in Study Area 1. Likewise, the extension of any trunk sewer through Area 1
should be staged accordingly. The extension of the trunk to Study Area 2 can then occur as
development demand in that area occurs.
A potential decision by the Council not to extend the trunk to Study Area 2 could decrease the
size of the trunk line required for Study Area 1. In this case, the pipe size could be decreased
from the proposed 27-inch pipe to an l8-inch pipe. The cost of extending an l8-inch pipe to
Study Area 1 is estimated to be $2,853,550 versus $3,024,350 to construct the 27-inch pipe.
Based on the overall cost of the project, the cost difference is minimal compared to the flexibility
provided by a larger size pipe. It is our recommendation that the City construct the 27-inch trunk
sewer to the north end of Study Area 1 along with the staged development in the area. This will
still provide greater flexibility in any future development that may occur beyond Study Area 1.
The estimated cost for Alternative No.1 is $5,438,350. Of this amount, the cost for Area 1 only
is $3,024,350 and Area 2 adds $2,414,000 to those costs.
5.IA Alternative No. IA - Serve Constance Church Through Existing Connection
The proposed improvements for this alternative are shown on Figure lA in the Appendix.
r , Basically, this option consists of Area 1 only, with adding only those areas of Area 2 that can be
, \.-.1 served by the existing sewer system. The intent of this alternative was to determine the
feasibility of extending a gravity sewer from the existing system to the Constance Church north
of 161 st Avenue NW and east of Hanson Boulevard. The approximate location of the church
property is identified in Figure lA. The analysis was also to identify any additional areas within
Study Area 2 beyond the church property that could be served by an extension of the existing
sanitary sewer system.
There is an existing 8-inch sanitary sewer currently stubbed out to 161 st Avenue NW just west of
Hanson Boulevard that was installed as part of the Chesterton Commons development. The
location of this stub is shown on Figure lA. The areajust south of l61st Avenue NW is within
the 2020 MUSA and is planned to be serviced by the existing lift station. The overall service
area for the lift station is referenced in a memo included in Appendix C. The memo'indicates
that the existing station has a capacity for about 530 residential units within the MUSA. An
upgrade of the pumps in the station will allow the City to provide service to an additional 268
residential units outside of the MUSA. City staff will need to monitor development in regards to
the total number of connections to ensure that the lift station is upgraded at the proper time.
The existing density within service area for the Chesterton Commons lift station is 2.1 units per
acre, which is less than the 3.5 unit per acre density used in the planning of the Rural Reserve
study areas. However, it is anticipated that this area will develop as single family residential at
comparable density levels to existing development. In the event that development containing
~) Feasibility Report
TraM SImi/JU] Sewer Analysis for
Designated Rllrfll Reserve Anas
City Projea No. 01-22
Andlwer, Armne50tJI
WSB Projea No. 1463-00 -3/- Page 11
higher densities is proposed within the lift station service area, City staff will need to review the
'\ total number of units proposed to be connected to the lift station to prevent the lift station from
,
,,_J being overloaded.
The Constance Church site is approximately 17 acres in size. Typical wastewater flows from
institutional and church type land uses are estimated at 1,000 gallons per day or roughly 4.8
residential equivalent connections per acre. Based on these figures, the 17-acre church site
would use up approximately 82 of the available residential connections outside of the MUSA.
This would leave capacity in the upgraded station for approximately 88 acres oflow density
residential development The additional acreage available for development is identified on
Figure 1A. Potentially all of these acres could be connected to the existing Chesterton Commons
lift station depending on final development densities allowed to occur in this area. At some time
in the future, the City Council will need to modify the MUSA boundary for the area north of
161 sl A venue and at that time decide exactly where they would like to allocate the 88 acres of
sewer capacity. The Figure 1A shows generally where the capacity is capable of being allocated.
An 8-inch gravity sewer can be extended easterly along 161sl Avenue NW from the existing stub
described previously to provide service to the Constance Church. The new pipe would provide a
depth of 12 to 15 feet at the south property line of the church site. The existing system
downstream of this point to the Chesterton Commons lift station also has the necessary capacity
for the additional flow.
Alternative 1A does allow the City to provide immediate sanitary sewer service to the Constance
Church. In addition, it would eliminate the need to extend a trunk sewer through Study Area 1 to
, Study Area 2 reducing City costs. However, the combination of the additional 105 acres
\.._j proposed in this alternative in combination with Study Area 1 represents a total of 964 buildable
acres. (Area 1 has 859 net buildable acres.) Subsequently, additional areas outside of the
existing MUSA just south of Study Area 1 have been designated for inclusion into Study Area 1.
This additional area includes 50 buildable acres. This, in combination with the area north of
161 sl Avenue NW provides 155 additional developable acres to the 859 acres in Study Area 1.
The areas listed here provide 1,014 buildable acres which satisfies the 1,000-acre minimum
requirement from MCES.
The total estimated cost for this Alternative is $3,164,400. This includes an estimated cost of
$139,650 for the extension of the 8-inch sanitary sewer to the church site. The remaining cost of
$3,024,350 is for the trunk sewer extension to Area 1. It should be noted that costs to upgrade
the Chesterton Commons lift station are not represented in this total.
By eliminating the sewer extension to Study Area 2, the pipe sizes for just Area 1 can be reduced
from a 27-inch to an 18-inch pipe at a savings of approximately $165,000. However, should
Alternative No. lA be selected, it is not recommended to reduce the pipe sizes for Area 1
because the cost savings on a project of this magnitude is minimal, and the flexibility to add
other areas in the future is eliminated.
\
I
\--'" Fe/lSibiJity Report
Tn"l SanitJu'] Sewer AmUysis for
DesignatEd RIUIll Reserve Are/lS
City Project No. 02-22
Andover, JrUlnesotJJ
WSB Proj<<l No. 1463-60 -32-- Page 11
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~i)
- '\ CITY OF ANDOVER
V 1685 CROSSTOWN BOULEY ARD N.W.. ANDOYER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW,CLANDOYER.MN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administratort"
Will Neumeister, Community Development Directortd'd'^--"
FROM: Courtney Bednarz, City Plann~
SUBJECT: Consider Lot Split with variance to lot depth/14l5 Andover Blvd.-P/anning
DATE: April 15, 2003
INTRODUCTION
This item was reviewed by the City Council at the March 18th City Council meeting and referred
to the City Attorney for his opinion. Please find attached the attorney's opinion. The City
Council is asked to approve or deny the proposed lot split. Resolutions for either action are
attached. The applicant requested that this item not be reviewed at the April 15t Council meeting
to allow time to prepare to address the Council on this matter.
\
I
'-../ DISCUSSION
The applicant is seeking to re-establish a property line between two previously combined urban
residential lots (Lots 5 and 6, Block 4 of Hartfiel's Estates). A house exists toward the south end
of the lot. The proposed lot split would allow a second home to be constructed on the northerly
portion ofthe lot. A variance to lot depth is necessary to allow the lot split to occur.
There is a considerable amount of history concerning the subject property and surrounding land.
The following time line is intended to provide an overview of significant events:
. Circa 1948 -The existing houses and accessory buildings on the subject property and the
property to the west were constructed as a part ofthe Heil Farmstead. See attached aerial
photograph from 1969.
. October 12, 1971 - Grow Township Board approves final plat of Hartfiel's Estates
(containing subject property). The plat is approved contingent upon home construction
on every other lot until utilities become available. The issue of detached accessory
buildings encroaching on Lots 5 and 6, Block 4 is not addressed. At this time Ken Heil
owns Lots 1-6, Block 4 and the 5 acres immediately to the west. See attached aerial
photograph overlaid with Hartfiel's Estates plat drawing.
. January-February 1978 - Mr. Heil wishes to sell lots 5 and 6, Block 4, yet also wishes to
'-_/ retain use of the accessory buildings located on these lots. Instead of moving the
buildings, Mr. Heil requests that the west 50 feet oflots 5 and 6, Block 4 be severed and
added to the property to the west. Moving the buildings was presented as a hardship.
\ After much discussion (reflected in the attached minutes) the request was granted with the
, condition that lots 5 and 6 be combined and conveyed as a single lot in the future.
\.J
. 1994 - City installs sewer and water connections for both lots 5 and 6 as a part of the
public improvement project that brings utilities into the neighborhood. The property was
assessed for one sewer and water service.
Summary
The removal of 50 feet from the west side of the subject property reduced the lot depth from 167
feet to 117 feet. The minimum lot depth of the Single Family Urban Residential (R-4) Zoning
District is 130 feet. A variance to the minimum lot depth for each lot is needed to allow the lot
split to occur.
R-4 Subject Lot 5 Lot 6
Requirements Property (proposed) (proposed)
(existing)
Lot 80 feet 117 feet 100 feet 100 feet
Width
Lot 130 feet 200 feet 117 feet 117 feet
Depth
Lot Area 11,400 feet 23,400 s.f. 11,700 s.f 11,700 s.f.
, \
,J Findings
The following findings are provided to substantiate the variance to lot depth:
1. The existing detached accessory buildings were allowed to encroach onto the property
without being addressed at the time the plat was approved.
2. This situation was not corrected when the City Council approved a variance to remove a
portion of the platted properties and cause them to be combined into one lot.
3. A variance was approved to accommodate a request and alleviate a situation created by
the then property owner at the expense of the buildable status of Lot 5, Block 4 Hartfiel
Estates.
4. A sewer and water connection are present and capable of providing municipal utilities to
Lot 5, Block 4 Hartfiel's Estates.
OTHER CONSIDERATIONS
Easements
If the lot split is approved the City should require the standard drainage and utility easements for
urban properties to be dedicated with a separate easement document for both lots (ten feet wide
\ along front and rear property line and five feet wide along side property lines.
'-)
-2.-
Park Dedication
'\ Park dedication was satisfied through the dedication ofland as a part of the plat. Ordinance 40,
'---./
Section 5.B. (Lot Split Ordinance) prohibits park dedication from being collected for a lot split
once land was dedicated as a part of the plat.
Trail Fee
A Trail fee in the amount of $523 will be required if the lot split is approved. The City Council
established a trail fee requirement with Resolution 270-99 for all lot splits, regardless of what has
been collected in the past.
Utilities
If the lot split is approved the new house will be required to connect to municipal water and
sewer and pay the assessment as calculated by the City Clerk.
Existing Structure
There is an existing detached garage that straddles the proposed property line. The structure
would be required to be moved before a building pennit will be issued for the new lot.
Access
Access to the new lot will be provided from Bluebird Street NW. The applicant would also be
willing to relocate the access to the existing house from Andover Boulevard to Bluebird Street
NW.
'\
\.J Planning Commission Recommendation
The Planning Commission recommended approval of the proposed lot split with a 6-1 vote.
ACTION REOUESTED
The City Council is asked to approve or deny the proposed lot split.
Attachments
Resolution
Location Map
Applicants Letter
1969 Aerial photograph
Plat! Aerial Photograph
Minutes from Variance 78-2
Resolution from Variance 78-2
Site Photographs
Planning Commission Minutes
Attorney's Opinion
\
,~
Cc: Wade Petersen, 1415 Andover Boulevard NW
-;3-
CITY OF ANDOVER
. \ COUNTY OF ANOKA
,--)
STATE OF MINNESOTA
RES. NO.
A RESOLUTION APPROVING THE LOT SPLIT REQUEST FOR WADE PETERSEN TO
SUBDIVIDE INTO TWO PARCELS PROPERTY LOCATED AT 1415 ANDOVER
BOULEVARD NW (26-32-24-23-0058) LEGALLY AND DESCRIBED AS:
Lot 5 and 6, Block 4 Hartfiel's Estates except the west 50 feet thereof, Anoka County, Minnesota.
To be divided into properties to be described as;
Lot 5, Block 4 Hartfiel's Estates except the west 50 feet thereof, Anoka County, Minnesota.
Lot 6, Block 4 Hartfiel's Estates except the west 50 feet thereof, Anoka County, Minnesota.
WHEREAS, Wade Petersen has requested approval of a lot split to subdivide property pursuant
to Ordinance No. 40, located at 1415 Andover Boulevard NW, and;
WHEREAS, Wade Peterson has requested approval of variances to the minimum lot depth
\ requirement of Ordinance 8, Section 6.02 to allow two lots with a lot depth of 117 feet, and;
,--J
WHEREAS, the Planning and Zoning Commission finds that the special circumstances for the
subject property include the following:
1. The existing detached accessory buildings were allowed to encroach onto the property
without being addressed at the time the plat was approved.
2. This situation was not corrected when the City Council approved a variance to remove a
portion ofthe platted properties and cause them to be combined into one lot.
3. A variance was approved to accommodate a request and alleviate a situation created by
the then property owner at the expense of the buildable status of Lot 5, Block 4 Hartfiel
Estates.
4. A sewer and water connection are present and capable of providing municipal utilities to
Lot 5, Block 4 Hartfiel's Estates.
WHEREAS, the Planning and Zoning Commission finds the request would not have a
detrimental effect upon the health, safety, morals and general welfare of the City of Andover,
and;
\ WHEREAS, a public hearing was held pursuant to state statutes, and;
0
WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of
the lot split as requested, and;
-4-
\ WHEREAS, The Council finds the proposed use will not be detrimental to the health, safety,
I morals and general welfare of the occupants of the surrounding land, and;
\.J
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 lot
split on said property with the following conditions:
1. The applicant shall provide a drainage and utility easements in favor of the City of
Andover for both lots 5 and 6, Block 4 Hartfiel's Estates to be consistent with the City's
easement requirements for urban lots.
2. The applicant shall be required to pay a trail fee in the amount of $523.
3. A new house on lot 5 shall be required to connect to municipal water and sewer and pay
the assessment as calculated by the City Clerk.
4. The existing driveway on Andover Boulevard shall be required to be relocated to
Bluebird Street NW.
5. The existing detached accessory building located across the proposed property line shall
be moved in compliance with Ordinance 8, Section 4.05 prior to a building permit being
issued for Lot 5, Block 4 Hartfiel's Estates.
'\ 6. The new deeds for the property shall contain the legal descriptions included in this
, I
resolution.
7. That the lot split be subject to a sunset clause as defined in Ordinance No. 40, Section
III(E).
Adopted by the City Council of the City of Andover on this day of ,2003.
- -
CITY OF ANDOVER
ATTEST: Mike Gamache, Mayor
Victoria V olk, City Clerk
,
'J
-s-
CITY OF ANDOVER
\ COUNTY OF ANOKA
0
STATE OF MINNESOTA
RES. NO.
A RESOLUTION DENYING THE LOT SPLIT REQUEST FOR WADE PETERSEN TO
SUBDIVIDE INTO TWO PARCELS PROPERTY LOCATED AT 1415 ANDOVER
BOULEVARD NW (26-32-24-23-0058) LEGALLY AND DESCRIBED AS:
Lot 5 and 6, Block 4 Hartfiel's Estates except the west 50 feet thereof, Anoka County, Minnesota
WHEREAS, Wade Petersen has requested approval of a lot split to subdivide property pursuant
to Ordinance No. 40, located at 1415 Andover Boulevard NW, and;
WHEREAS, Wade Peterson has requested approval of variances to the minimum lot depth
requirement of Ordinance 8, Section 6.02 to allow two lots with a lot depth of 117 feet, and;
WHEREAS, the Planning and Zoning Commission held a public hearing pursuant to state
statutes, and;
WHEREAS, the City Council finds the request does not demonstrate undue hardship as defined
\ by state statute, and;
j
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby
denies the lot split on said property based on the following finding:
1. The proposed lot split application does not demonstrate undue hardship is caused through
strict application of the Zoning Ordinance.
Adopted by the City Council of the City of Andover on this _ day of _,2003.
CITY OF ANDOVER
ATTEST: Mike Gamache, Mayor
Victoria V olk, City Clerk
\
" /)
--G-
Lot Split
1415 Andover Boulevard
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" .
, ) 'W~E
/ Project Location Map
s
Andover Planning
-7-
Feb 20 03 08:29p Arnold Petersen 763 434 1229 p.2
, Andover City Hall
,
,--/ 1685 Crosstown Blvd. NW
Andover, MN 55304
Andover City Council,
The reason ofthe request for the lot split and variance on the Jots depth are as follows:
First, the city has allowed and put in hookups for city sewer and water on lot 5 of the Heartfiel's
Estates. Second, when I purchased the property (Lots 5 and 6 of the Heartfiel's Estates), I was
led to believe that the two lots were splitable which would allow me to build on the new lot. That
was my reasoning for purchasing this property and my plan was to build in two years on Lot 5. I
believe that this would benefit the city because of the existing water and sewer stubs and besides
that, it would benefit me. While talking with the city on trying to split the lots, history in regard
to this property was found as to why the west 50 feet of Lots 5 and 6 were not included in the
original plat of the development. It was found that the land was not plotted properly due to the
existing outbuildings. After reviewing the Council Meeting on the variance, you can see that it
was questioned as to whether combining the two lots was the best move at the present time and
also in the future when the city sewer and water were made available. This is a very unique
situation. So, with this unique situation, I believe that it would be in the best interests of the city
to go forward and allow the splitting and variance of the lots because of the city spending time
, and money to put in these hookups. A house on this property would complete the development of
\..j ) the neighborhood and allow more taxable property for the city.
Thank you for your consideration in this matter.
Wade Petersen
1415 Andover Blvd. NW
Andover, MN 55304
, \
'--/'
-0-
FEB 20 2003 20:13 763 434 1229 PAGE. 02
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~ 01 ANDOVER
, , MEMORANDUM
'- )
TO: Andover Mayor and City Council
COPIES TO: Attorney
FROM: planning and Zoning Commission
DATE: January 24, 1978
REFERENCE: Ken Heil Variance (Comm. #1-78-9)
THE FOLLOWING IS SUBMITTED FOR YOUR CONSIDERATION:
(Planning and Zoning Commission Meeting - January 24, 1978)
Motion by Commissioner Kishel, seconded by commissioner
Elling, that the Planning and Zoning Commission recommend
to the Andover City Council approval of the Ken Heil Variance
for the request of conveyance of lots 5 and 6 of block 4,
Hartfiel's Estates excepting the West 50' thereof. Approval
under Section 14.02, hardship, of Ordinance 10 for the following
reason: denial of such variance would create a hardship'
,--j due to Mr. Heil's having to relocate the two outbuildings
on to Tract B (parcel 4040) which would be economically
unfeasible. Approval contingent on Lot 5 and Lot 6, Block
4, Hartfiel's Estates being combined into one lot with the
exception of the West 50' thereof and that 50' being combined
with the legal description of Tract B (parcel 4040).
Motion carried unanimously.
tf)9 PbLAb ~Ji~
Deloris J. Ran n
Commission Clerk
\
\. J
-/2..-
) )
- , Planning and Zoning Commission Meeting
.,--- ) Minutes - January 24. 1978
Page 6
Fox Meadows Sketch Plan (COIIIIIl. 1f1-78-7)
Lawrence Carlson presented plans for development of a l14~acre parcel
with 35 lots in Section 18. All of the lots are 2?z acres or more and
they all have 300' frontage or more.
Discussion: corner lots should be 15' wider than the interior lots;
none of the lots will front on either County Road 20 or 58; the streets
would be Class 5; the Park Commission will review the plat relative
to location and approval of the proposed park land.
Esther Olson Sketch Plan (COIIIIIl. #1-78-8)
Mrs. Olson presented a 40-acre sketch plan with 11 lots in Section
22 off l54th Lane. Her primary reason for this is to give her daughter.
and possibly her son. 5-acre parcels on which to build a home.
Her sketch plan shows a lot of feet of.roads compared to the number
of lots. some of the lots are law and peat although there is also woods
, i and high. buildable ground in the 40 acres. The Commission advised
) her that there would be a lot of work and money involved in constructing
the roads and making some of these proposed lots buildable and also.
the park dedication must be considered.
Mrs. Olson will perhaps break off. by metes and bounds. a 5-acre parcel
touching l54th Lane to give to her daughter. She was advised to divide
the property so as to provide for possible future development.
Ken Heil Variance (COIIIIIl. #1-78-9)
Mr. Heil owns Tract A (parcel 3600). Tract B (parcel 4040) and lots
1-6 of Hartfiel's Estates. He is selling lots 5 and 6 but needs a
variance to sell as he has planned. There is an old . small. Z-bedroom
house. the original homestead. on Lot 6. Only every other lot can be
built on in Hartfiel's Estates until City sewer comes in. Therefore
Lot 5 is currently unbuildable. There are 2 outbuildings" a wood-
framed. concrete slab. ZO.x 26 shop add the barn which he uses as a
storage building, on the West side of lots 5 and 6.. The outbuildings
on the West 50' belong to Mr. Heil and he wants to keep them and. also.
it wouldn't be feasible to move them. Because of the way that the
buildings are sitting. they don't go with the old house that is on
lot 6. The house on lot 6 faceS Andover Boulevard. the driveway is
off of Andover Boulevard and the address is 1415 Andover Boulevard.
He wishes to combine lots 5 and 6 and sell as one lot. with the house.
that is 117' wide (frontage on Andover Boulevard) and 200 I deep and
, would be legally described as lots 5 and 6; Block 4, Hartfiel's Estates
J
" /
less the West 50' thereof. There will be no more building done on the
property. It would just be ch.anging the boundaries of the land on paper.
-13-
, Planning and Zoning Commission Meeting
'-) Minutes - January 24, 1978
Page 7
Discussion: Ordinance 10, Sections 8.02E and 14.02; replatting; which
portion of the ordinance to use for approving the variance; he has a
purchase agreement on the lot and house; Ordinance 10 Section 17.02;
creating a bigger lot than lot 6 with the house because of the combination
of lots 5 and 6.
Motion by Commissioner Kishel, seconded by Commissioner Elling, that
the Planning and Zoning Commission recommend to the Andover City Council
the approval of the Ken Heil Variance for the request of conveyance of
lots 5 and 6 of Block 4, Hartfiel's Estates excepting the West 50'
thereof. Approval under Section 14.02, hardship, of Ordinance 10 for
the following reason: denial of such variance would create a hardship
due to Mr. Heils having to relocate the two outbuildings on to Tract
B (parcel 4040) which would be economically unfeasible. Approval
contingent on Lot 5 and Lot 6, Block 4 Hartfiel's Estates being combined
into one lot with the exception of the West 50' thereof and that 50'
being combined with the legal description of Tract B (parcel 4040).
Motion carried unanimously. Mr. Heil will ask to be on the February
, \ 7, 1978 City Council Agenda because of the time problem in selling the
~_/ house.
Ad;ournment
Motion by Commissioner Kishel, seconded by Commissioner Elling, to adjourn.
Motion carried unanimously.
Meeting adjourned at 10:30 P.M.
ItMfhA~ #.Ij:,,~
Deloris.J. on
Commission lerk
, )
-)<f-
P.~ul~r ~itv ~nnnctl Meettn~
"~i.nlltes - "'er...rua:ry ", IO?/l
Da.lT,e c:;
..,
~)
(Variance - St:reich, (:ontinlled)
V0'l'B rlN tl\lTInN: YES-TAchinsld, McClure,. Orttel, Winds chi tl; NO-VanderLaan
Motion carried. l:..; ,i'"
,r. ~-'~i:: '.
COllncilperson VanderLaan _ Indicating no significant difference in the outcome of a platting
procedure w01l1d be incorrect in dealing with any Variance in that platting addresses and
. - :..-..j....-
exnlores many areas of the property that simply metes ancf;;conveyances do not.
Variance - Heil
Mr. Petzlaff stated the Plannin~ and Zoning Commission recommended approval of the Varianm
Penuest of Mr. Heil in Hartfiel Estates Addition. The intent of the Variance is to
_salvap-;e two structures that are currently on two different parcels of land so that Mr.
Heil: can retain ownership of Tract E, a 2],-acre parcel, and the structures'. He wants
annroximately 7rl feet of lots 5 and h added to his 2~ acres and the combine lots 5 and 6
1.nto one lot.
T{en Hetl stated the address on the piece of pro"perty he is trying to sell (the combination
of lots ~ and ~) is 1470 Andover' Boulevard and the driveway is off Andover Boulevard. When
the lots were nlatted, they took no care in positioning the property lines. Right now
the west nronerty line of lots ? and 6 are closer than the minimum allowed to the buildings
he is tryinp-; to retain. With this relocation of the property into one lot, the structures
will be over 10 feet away from the lot line. In the discussion with the Council on the
fact that combinin~ lots <; and 6 would be creating an illegal lot per our Ordinance, Mr.
, '\ Heil stated at the present time there are 6 lots along there which are 100 feet wide and
\.- ) 11)7 feet deep. By combining lots 5 and 6, there is more front footage, 117 feet on
Andover Boulevard; and it would be 200 feet deep. So this one lot would be bigger than
any of the individual ones.
Uiscussion was on whether or not the County will accept the recording that combines two'
platted lots. It is Mr. Heil's intent that there wotiH be no more buildings built on this
parcel as there is already a house on lot 6. Mr. Babcock stated a possibility would be to
~rant a Variance conditioned on the landowner filing a convenant that will run with the
land that will state that the east 117 feet of lots 5 and 6 will always be conveyed as
one narcel and that they cannot be divided and that the other two 50-foot strips will be
conveyed with Tract B and that they will never be conveyed separately. Mr. Heil stated
he would voluntarily put a convenant on that will run with the land. He has scheduled a
closing on the sale of lots 5 and 6 for March 1, and the VA will not act on their loan
annltcation until the correct legal description is obtained. Mr. Heil also stated there
would be only one abstract for Tract B.
Discussion continued on the fact that this solution still leaves the situation existing
of giving sanction to a creation of an illegal lot and on the legality of splitting off
the 7rl-1'00t stri.p from Iota <; and 6 to be joined with Tract B. It was agreed to postpone
action on this to allow the attorney time to investigate this further.
M0TIrlN by Vanderlaan, Seconded by Lachinski, that the City Council request of the City
Attorney to provide additional comment on the Variance for Ken Heil. Discussion:
Councilperson McClure objected to the fact that no date was requested by which the Attorney
should respond. Mr. Babcock stated he would have this for the next Council meeting.
-'TOT~ 01f M!1TI0N: YES-Lachinski, VanderLaan, Windschitl;NO-McClure, Orttel
" Motion carried.
-~ )
-IS--
Pe~nlar ~ity Conncil Meetin~
l1'enrllarv 21, lq.,FI - 1~inlltes
Pa~e 2
/0
(Va~iance - Ken ~eil, Continued)
separately conveyed, With respect to the west 70 feet of lots 5 and 6, the same will
anplv __ that they will be attached to Tract B and the new narcel number will be given by
the COllnty Auditor's office with respect to that whole parcel. Mr. BabCock had talked
with the 4uditor's'office; and upon request, they would be willing to do that. Tnis is
a Variance from the Lot Split Ordinance, and it would be the Council's discretion whether
or not the lot s~lit fee would be collected from Mr. Reil. He felt it could properly
be charp-;ed. Le~ally , this would be granting a Variance under three Ordinances -- Zoning,
Subdivisi'ln, and Lot Split rlrdinances.
Mr. Babcock felt the real issue is whether or not the existing building site on Lots 5 and 6
is reasonable in light of sanitary sewer standards. Should this Resolution be adopted,
.when sanitary sewer is available in the area, it would take Council action to split
T,ots 7 and 11 a"ain. Mr. Heil stated no additional buildings will be placed on that
buildine; site. Councilperson rlrttel felt that regardless of who that 50-foot strip belonged
to, it will have the same absorption capa bili ties as the pres en t legal lot. Discussion
was on whether the decision on the Variance to join Lots 5 and 6 would affect the build-
ability of the remaining Lots I, 2, 3, and 4. Mayor Windschitl thought the original plat
was approved on the basis that every other lot was buildable. With the combination of
Lots ~ and 11 into one lot; Lots 3 and 1 would then be the buildable lots. Mr. Reil was
a~eeable to that. But Mr. Babcock's opinion was that action taken tonight would not
affect the buildability of the remaining lots.
Councilnerson VanderLaan was of the opinion that since the. entire parcel of land (Tracts
-- " \ 4 and B, Lots 1 through 6) was owned by Mr. Heil, this action is less than a superior way
0 of dealing with this problem. She felt that this re~uest comes under the definition of
Subdivision within the Ordinance; and in lookin~ at the language in the Ordinance, 14.02
with respect to allowance of a hardship and 9.06, minimum lot size, it gets back to the
fact .that we are allowing the establishing of a substandard lot in an R-l area. Also,
we are still dealing with the possibility of setting some kind of precedent regarding this
type of conveyance. She felt there might be a better way of doing this with respect to
lookin~ at the entire parcel of land or leaving it as it is and leasing those buildings.
The intent of the Comprehensive Plan in the City is to maintain and retain as large a lot
as possible. Here we are creating a small lot in this area, substandard as to Ordinance 8.
Mr. Heil noted the combining of Lots 5 and 6 is larger than the other lots generally in
tha t area. Mayor Windschitl stated that Mr. Heil could accomplish everything he wishes to
accomplish with a simple lease on that property.
Discussion was then on assessing the lots for sanitary Sewer from the City standpoint. Mr.
Stockwell explained if Lots 5 and 6 were combined, when sanitary sewer is made available,
it would be a decrease of 33 feet that could be assessed versus assessing the lots
individually. Mr. Babcock stated we are not actually creating a new lot here but are
granting a Variance. When sanitary sewer is made available, he felt legally Lots 5 and 6
could still be assessed individually. He felt this is the kind of situation where the
hardship ~auses in our three Ordinances properly apply, and he also thought that Council
action should not be based on a prior Town Board conceivably making an error in granting
the Plat where the setback requirements had not been met.
M0TTON by Lachinski, Seconded by McClure, proposing a Resolution to grant the Kenneth Heil
Variance, a Variance from Section 14.01 of Ordinance No. 10 so as to allow conveyance of
Lots 7 and h, Block 4, Hartfiel's Estates, except the west 50 feet thereof... and the west
~ 70 feet of Lots 5 and h, Block 4, of Hartfiel's Estates shall be joined to the following
narcel. . . (See Resolution RI7-8)
VnTE NT MOTTON: YES-Lachinski, McClure, Orttel; NO_VanderLaan;.PRESE~~-Windsc~ctl
Motion carried.
-IG-
Pe~ular City Cou~cil Meetin~
February 21, 1978 - Minutes
Pai!;e :'>
"1
0 (Variance - Ken Heil, Continued)
Councilperson VanderLaan: My no vote reflects that I feel this particular Variance does
not meet the purpose of C1rdinance 10 and that Section 2 requests that all land subdivision
within the City shall equal or exceed the minimum standards set forth by the Ordinance as
required by 9.06, Section a, requires that in this area lot size shall be 2~ acres and 330
feet in width. While I recognize a hardship situation, I do not feel that the offered
Resolution is the best solution to the existing problem.
Special Use Permit - United Power Association
Mr. Larry Retzlaff noted they have a lot split request of the UPA pending on February 27.
In rev~ewin~ the application for the Special Use Permit, the P ~ Z recommended approval.
At that time they did not discover that a lot split was in order. The two parcels of land
would be apprOXimately 7 and 3 acres; and the UPA is looking to acquire the 7 acres of la~
which is a lar~er parcel than the l~st area they applied for for the substation. It is
also set back from the main arterial road; it is not detrimental to the health, safety,
morals, and welfare of. the community; there was no public opposition at the Public Hearing
of this site comnared to the previous a-pplication where there was a great deal of opposition;
and it would be in com-pliance with the Com-prehensive Plan~ A letter was received from the
cllrrent property owner that he would be willing to sell to the UPA. In looking at the
Comprehensive Plan, the Commission looked at future potential growth in the area, what
that area is going to look like, and the intent of the development in that region.
J. p. Cairns, UPA representative, noted the approximate evaluation of the substation would
be between $75,000 and $100,000; the site will utilize approximately over one acre so there
/ \ is a substantial buffer area around the station itself; the area is completely wooded so
'-~ they will be able to take advantage of the natural screening; and the noise factor would
be within the allowable limits. Mr. Retzlaff also stated the substation is substantially
offset from a residential area; the Commission reviewed the distance from Heather and l73rd
Lane NW and found it to be a substantial distrance from them; they reviewed the screening
with regards to the fencing around the substation itself and there will be a 7-foot cyclone
fence with one-inch of barbed wire on top; but the Commission did not study the health
factor of the substation. Also, the Commission received the impression that the residen~
in the northwest area were adamantly opposed; whereas there was no public opposition to
this site; and this area is wooded; whereas the -previous area was sparsely wooded.
There was a lengthy. discussion on the fact that the lot split for the acreage to be
purchased by UPA should be acted upon before the Special Use Permit; on whether or not the
lot split is legally possible; and on whether or not notices regarding the lot split
reouest should be sent to property owners within 350 feet of the parcel. Mr. Babcock
recommended that the property owners affected should be sent notices of the lot split
renuest as this intent is different from the Special Use Permit. It was also determined the
re~ultant parcel from the'lot split request abuts on a public roadway and seems to be
within the Ordinance reouirements.
MOTION by LachinslCl, Seconded by VanderLaan, to continue the United Power Association's
Special Use Permit to the March 7 meeting. Discussion: Councilperson McClure noted th~
granting the Special Use Permit tonight would have to be contingent upon receiVing approval
for the lot split request; therefore, UPA would still not be receiving absolute approval
this evening. I t is in UPA's interest to.have both the lot split and Special Use
Permit dealt with at the March 7 meeting. Motion carried unanimously.
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o Recess at 8:55 p.m.; reconvene at 9:08 p,m.
-/7-
. :-- CITY OF ANDOV ER
COUNTY OF ANOKA
STATE OF MINNESOTA
'\ NO. R17-8
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A RESOLUTION APPROVING A VARIANCE REQUEST FROM
K. HElL TO CONVEY A PARCEL OF LAND NOT IN CONFORMANCE
WITH THE REQUIREMENTS OF ORDINANCE NO. 8 AND ORDINANCE
NO. 10 OF THE CITY OF ANDOVER, MINNESOTA
BE IT RESOLVED by the City CO'.lncil of the City of Andover:
A Variance from Section 14.01 of Ordinance No. 10 be granted to
Kenneth J. Heil and Callie L. Heil so as to allow conveyance of
Lots 5 and 6, Block 4, Hartfiel's Estates EXCEPT th West 50 feet
thereof, on the basis of hardship as defined in Section 14. 02 of the
said Ordinance, PROVIDED:
a) The West 50 feet of Lots 5 and 6, Block 4, Hartfiel's Estates
shall be joined to the following parcel: The South 330 feet of
the West 330 feet of the East 530 feet of the Southwest Quarter
of the Northwest Quarter of Section 26, Township 32, Range 24,
, '\ Anoka County, Minnesota, said distances being measured
\...~ parallel with the South and East lines of said Southwest Quarter
of the Northwest Quarter, and the said parcels shall not be
conveyed separately hereafter.
b) That Lot 5, except the West 50 feet thereof and.that Lot 6,
except the West 50 feet thereof, Block 4, Hartfiel's Estates,
Anoka County, Minnesota, shall be joined as one parcel and
the said parcels shall not hereafter be conveyed. separately.
c) That the owner slall cause the Auditor of Anoka County to
combine the parcels described in paragraph (a) above into one
parcel and the parcel described in paragraph. (b) above into one
parcel for taxing purposes and to obtain new parcel numbers
for them from the said Auditor.
d) That a copy of this Variance shall be recorded with the Anoka
County Recorder.
BE IT FURTHER RESOLVED by the City Council of the City of Andover,
that.a variance from Section 7.01 of Section R-3, as amended, of
Ordinance No.8 and from the effect of Ordinance No. 40, as amended,
~J be allowed on the basis of hardship, so as to permit use of Lots 5 and
6, Block 4, Hartfiel's Estates, except the West 50 feet thereof, as
a separate site for one existing residential building.
21st day of February , 1978
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Je y W' schitl - Mayor
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Site Photographs
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View from Southeast looking Northwest. Existing house and detached garage visible at far left.
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~J View from east looking west at proposed lot on a sunny day. Detached accessory buildings
severed from subject property visible behind fence.
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PLANNING AND ZONING COMMISSION MEETING - FEBRUARY 25,2003
e Regular Bi-Monthly Meeting of the Andover Planning and Zoning Commission was
ca to order by Chairperson Daninger on February 25, 2003, 7:00 p.m., at the Andover
City 1685 Crosstown Boulevard NW, Andover, Minnesota.
Chairperson Daninger, Commissioners Tim Kirchoff,
Douglas Falk, Tony Gamache, Rex Greenwald, Dean Vatne
and Jonathan Jasper (arrived at 7:04 p.m.).
Commissioners absent:
Also present: er, Courtney Bednarz
APPROVAL OF MINUTES.
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\._j~ February 11,2002
Commissioner Vatne indicated in the minutes on page 3, sixth para aph down, he
recalled saying "Commissioner Vatne stated re uested clarification fro Mr. Bednarz
that staff would prefer to review not only the size of the sign, but the
quality of the sign. Mr. Bednarz concurred.
Motion by Kirchoff, seconded by Greenwald, to approve the minutes as amended.
Motion carried on a 3-ayes, O-nays, 3-present (Daninger, Falk, Gamache), I-absent
(Jasper) vote.
.. PUBLIC HEARING: LOT SPLIT (03-01) TO CREATE TWO URBAN
RESIDENTIAL PROPER TIES AS PREVIOUSLY PLATTED WITH VARIANCE TO
LOT DEPTH AT 1415 ANDOVER BOULEVARD NW.
Mr. Bednarz explained that the applicant is seeking to re-establish a property line
between two previously combined urban residential lots (Lots 5 and 6, Block 4 of
Hartfiel's Estates). A house exists toward the south end of the lot. The proposed lot split
would allow a second home to be constructed on the northerly portion of the lot. A
variance to lot depth is necessary to allow the lot split to occur.
"
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Regular Andover Planning and Zoning Commission Meeting
Minutes - February 25, 2003
Page 2
, Mr. Bednarz discussed the history and staff report with the Commission.
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Commissioner Gamache asked if they were considering the stubbing oflots 5 and 6 being
a mistake. Mr. Bednarz stated he did not, but a decision was made that the potential for a
future split existed.
Commissioner Jasper stated there is a question in the applicant's letter in regards to
buildability. He asked iflot five could be built on, as it exists. Mr. Bednarz stated lot
five does not have the ability to be built on because it has been combined with lot 6
which has already been built on.
Commissioner Kirchoff stated the 117 feet was created when they took the fifty feet in
1978. Mr. Bednarz stated it was correct.
Commissioner Jasper stated in 1978, was the resolution filed with the County recorder.
Mr. Bednarz stated it was.
Commissioner Vatne noted the development on the other side of the street the lot size
looked comparable. Commissioner Greenwald stated in width they would but not in
depth. Commissioner Vatne stated he asked this question for clarification in the relative
lot size of the homes in the neighborhood.
, Motion by Greenwald, seconded by Gamache, to open the public hearing at 7:12 p.m.
"
, ~__..i Motion carried on a 7-ayes, O-nays, O-absent vote.
Mr. Wade Petersen, owner of the property stated when he purchased the property a year
and a half ago; he was led to believe the lots were split-able which encouraged him to
buy the property. He stated with the City going forward with the variance, it would
benefit the City because they already have the hook up there.
Commissioner Gamache questioned who owned the acreage to the west and if the person
who owned the land still used the buildings. He asked if they could purchase the fifty
feet back to make the land split-able. Commissioner Greenwald stated they would need a
variance for this because the building is probably too close to the property line.
Commissioner Jasper asked Mr. Peterson if the fifty feet is acquirable. Mr. Petersen
stated the owner uses the buildings and has a driveway on the fifty feet to access the
buildings. He stated the neighbor had an easement to access the building. Mr. Peterson
stated he believed the property owner would not want to sell because he is still using the
buildings frequently.
Chairperson Daninger stated in the letter Mr. Petersen wrote, who led him to believe the
lots were split-able. Mr. Petersen stated the realtor said they could be split and they went
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Regular Andover Planning and Zoning Commission Meeting
Minutes - February 25, 2003
Page 3
to the City to find more information and did not find out about it not being split-able until
they wanted to split the land.
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Mrs. Diana Petersen, 331 15ih Avenue NW stated before the property was purchased,
the land was platted out and they thought they could split the land and if they knew the
property was not able to be split, her son would not have purchased the land.
Commissioner Gamache asked if the land were split, would the access need to be moved
from Andover Boulevard to Bluebird Street. Mr. Bednarz stated he talked to Mr.
Petersen in regards to this and it was agreed this would happen.
Motion by Kirchoff, seconded by Gamache, to close the public hearing at 7:23 p.m.
Motion carried on a 7-ayes, O-nays, O-absent vote.
Commissioner Kirchoff stated there were a combination of things that were done over the
years which contributed to the situation and he would like to finally correct the situation
and move forward with this. Commissioner Jasper stated he disagreed because he
believed the problems were fixed in 1978. He stated in the County records, it indicates
the land is not split-able. Commissioner Kirchoff stated in 1994, the City put in the
additional stub and he would like to see the City recoup the costs.
Commissioner Vatne stated he thought the minutes in 1978 were inconsistent with each
other and opens the door for a potential split. Commissioner Greenwald agreed and in his
opinion, part of the hardship was the fact that utilities were roughed in allowing a
\._ .J possibility of a split.
Commissioner Gamache stated he believed the City created a hardship by creating this in
1978.
Commissioner Falk stated conditions change and he would be in favor of this.
Commissioner Greenwald stated this would look similar to the other plats in the area.
Chairperson Daninger stated there are other things to take into consideration. He stated
the City continues to change as it grows and sometimes situations are created over time
that need to be corrected. He stated there is a benefit to public safety by moving the
existing access onto Bluebird Street. There is also the issue ofrecouping the investment
in utilities.
Commissioner Jasper stated the minutes from February 1978 were not reviewed by
anyone before the decision to buy the property. He stated the only hardship he could see
was monetary which did not seem appropriate. Commissioner Greenwald stated the City
may not have read the minutes from 1978 either before roughing this in.
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Regular Andover Planning and Zoning Commission Meeting
Minutes - February 25, 2003
Page 4
Motion by Greenwald, seconded by Kirchoff, to recommend to the City Council approval
, ) of Resolution No. _, approving the lot split. Motion carried on a 6-ayes, I-nays
,- (Jasper), O-absent vote.
Mr. Bednarz stated that this item would be at the March 18, 2003 City Council meeting.
PUBLIC HEARING: VARIANCE (03-03) TO ORDINANCE 8, SECTION 6.02 TO
VARY FROM THE 50 FOOT BUILDING SETBACK FROM COUNTY ROADWAYS
FOR NORTHERN NATURAL GAS AT 4517 VALLEY DRIVE NW (CSAH 58).
Mr. Bednarz explained that the applicant is requesting a variance to the setback from
County Road 58 (Valley Drive) to locate a building within an existing easement on the
subject property. The structure would contain an above ground tank used to odorize a
branch of the natural gas pipeline that originates on the property. This project is intended
to achieve compliance with recently changed federal regulations that require branch lines
off of the natural gas system to be odorized.
Mr. Bednarz discussed the staff report with the Commission.
Commissioner Gamache asked if the building size was comparable to the building at the
other site. Mr. Leland Mann, Northern Natural Gas, stated it would be considerably
smaller.
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,) Commissioner Vatne requested on page nine, he would like clarification of the landscape
plant material. He asked if this was something that staff would get involved with or was
it part of the proposal itself. Mr. Bednarz stated in the easement agreement, the
landscaping language is by mutual consent between the property owner and Northern
Natural Gas.
Motion by Greenwald, seconded by Gamache, to recommend to the City Council
approval of Resolution No. _, approving the variance to the County Road setback
requirements and the fencing requirements based on the proposed findings by staff.
Commissioner Gamache stated they would need to be careful in locating landscaping
because of the busy comer and they would not want anything blocking the view.
Commissioner Vatne asked with the addition of the building, would this fit into the area.
Commissioner Gamache stated it would.
Commissioner Falk asked who would do the upkeep on the area. Mr. Mann stated it
would be Northern Natural Gas responsibility. Mr. Bednarz stated the County would
continue to mow the right-of-way.
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03/24/2009 13: 12 LRW CFFlCE 2140 4TH RUE ~ 7558923 NO. 966 Gl01
, "- William G. Hawkins
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'-.J and Associates
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Memo I
To: Will Neumeister
From: Bill Hawkins
Date: March 24, 2003
Re: Variance Criteria for Lot Depth at 1415 Andover Boulevard I
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At the request of the City Council I have 'revlewed the application for a variance to the
lot depth which will be needed as a result of the split of the combined lots of Lot 5 and
Lot 6, Block 4, Hartfiel's Estates.
I would lilee to quote the State law that the City Council must consider in determining
, 'i whether or not there is a hardship which would justify the granting of a variance.
"J
uUndue Hardship. as used in connection with the granting of
a variance means the property in Question cannot be put to
a reasonable use if used under conditions allowed by the I
official controls, the plight of the landowner is due to !
circumstances uniQue to the property not created by the
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landowner, and the variance, if granted, will not alter the ,
essential character of the locality. Economic considerations I
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alone shall not constitute an undue hardship jf reasonable
use for the property exists under the terms of the ordinance.
The question the City Council asked 18 whether or not the property in Question can be
put to a reasonable use without the variance. A recent court decision in Minnesota
indicated that reliance by a landowner on an erroneous interpretation or mistake by a
city official is not a justification for granting a variance. Therefore the mere fact that
an individual may claim that there was a mistake by a citY staff member, in and of
itself. is not a sufficient basis for granting a variance.
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: Also. I do not believe that the actions of the City Council in dealing with these
properties in the past can be used to justify the Council's consideration of the
procedure of the application today.
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MCl!;l ?,1 ?""', 1 ,:?Ol 71:.3 421 4213 PRGE.01
. 03/24/2009 13: 12 L~W OFFICE 2140 4TH ~VE ~ 7558823 NO. 966 Gl02
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') It appears at the present time that the only purpose for the lot split is an economic
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consideration in order to allow the creation of an additional lot and sale. Accordingly, I
do not believe that there is a sufficient basis for granting the variance as authorized by
State law.
William G. Hawkins
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~I CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N. W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923. WWW.C1.ANDOVER.MN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administratov'lt-- .
Will Neumeister, Community'Development Director t~
FROM: Courtney Bednarz, City Plann~
SUBJECT: PUBLIC HEARING: Ordinance Amendment (03-03) Consider Amendment to
Ordinance 8, the Zoning Ordinance, Section 7.03 Special Uses to allow service
station and car wash uses in the Shopping Center Zoning District before 25,000
square feet of retail floor space is constructed as part of an approved Planned Unit
Development.
DATE: April 15, 2003
INTRODUCTION
, \ The applicant is requesting an amendment to the Zoning Ordinance to facilitate the development
'- J
of Hamilton Square, a commercial plat located at the northeast comer of Hanson and Crosstown
Boulevards.
Staff has discussed the potential development of the property with the owners of the property,
their marketing firms and potential developers over the past two years. A recurring theme of the
discussions are that the initial retail floor space requirement is too large for the first stage of
development. Consider the fact that 25,000 square feet of retail is all that exists in Andover
Marketplace which is anchored by a 50,000 square foot Festival Foods
Service stations often anchor small retail developments by creating traffic patterns that draw
customers into the area and make it more palatable for retailers. The proceeds from the first
stage of the development can also be invested to prepare commercial pads and/or build to suit
other businesses.
Applicable Ordinances
Ordinance 8, Section 7.03 Special Uses:
SC Shopping Center:
Car Wash after a minimum 25,000 sq. ft. of retail floor space is constructed.
\ Service station after minimum 25,000 sq. ft. of retail floor space is constructed.
)
DISCUSSION
\ As the excerpt from the Zoning Ordinance illustrates, car washes and service stations require a
'-, /
special use permit in the Shopping Center Zoning District (SC) and are not permitted until
25,000 square feet of retail floor space is constructed.
The purpose of these provisions is to ensure that the Shopping Center Zoning district will
provide a mix of retail goods and services for surrounding neighborhoods. The applicant presents
a method of achieving this goal without interfering with the order in which a site develops.
Proposed Ordinance Amendment
The proposed amendment would allow a service station and/or car wash to be constructed in the
Shopping Center Zoning District before 25,000 square feet of retail floor space provided a
planned unit development (PUD) is approved for the entire development. The PUD would be a
contract between the developer and City that would provide for the following:
. Limit the uses to ensure the development will be compatible with surrounding residential
and public uses
. Restrict the location of service station and car wash uses to prevent impact on
surrounding residential properties
. Prescribe design elements and building materials to integrate the overall site design and
enhance the character of the intersection
. Utilize shared parking to reduce the amount of unused impervious surface
. Create a landscaping theme that presents the center to the intersection and protects
, \ surrounding neighborhoods
, / . Create amenities that will help give an identity to the site
. Create an association to uniformly maintain the site
The applicants letter provides additional information regarding the proposed ordinance
amendment.
Other Shopping Center Districts
The only other site carrying the Shopping Center (SC) Zoning designation is the Andover
Downtown Center located at the northeast comer of Bunker and Round Lake Boulevards. This
development contains approximately 170,000 square feet of retail floor space including a service
station and car wash as well as the County Market grocery store. There are two vacant
commercial properties in this development. The SC District may also be used in the future as
new areas are opened for urban development.
Staff Recommendation
Staff recommends in favor of the proposed ordinance amendment to allow flexibility in the
staging of developments within the SC District provided a PUD is approved to ensure the centers
will achieve the intent of the SC District as they mature.
Planning Commission Recommendation
\ The Planning Commission Unanimously recommended approval of the proposed ordiance
'-) amendment. Please refer to the attached minutes for more information.
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Attachments
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'---, ) Proposed Ordinance Amendment
Applicant's Letter
Planning Commission Minutes
Concept Plan for Hamilton Square (included in packet)
Cc: Landfonn c/o Darren Lazan 650 Butler North Building 510 First Avenue North Minneapolis, MN 55403
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CITY OF ANDOVER
,
.J COUNTY OF ANOKA
-' STATE OF MINNESOTA
ORDINANCE NO.8
AN ORDINANCE AMENDING ORDINANCE 8, SECTION 7.03 SPECIAL USES TO
ALLOW SERVICE STATION AND CAR WASH USES IN THE SHOPPING CENTER
ZONING DISTRICT BEFORE 25,000 SQUARE FEET OF RETAIL FLOOR SPACE IS
CONSTRUCTED AS PART OF AN APPROVED PLANNED UNIT DEVELOPMENT.
THE CITY COUNCIL OF THE CITY OF ANDOVER DOES HEREBY ORDAIN AS
FOLLOWS:
7.03 Special Uses
SC Shopping Center
Car Wash after a minimum of25,000 sq. ft. ofretail floor space is constructed except as
otherwise approved as part of a Planned Unit Development
Service Station after a minimum of25,000 sq. ft. of retail floor space is constructed except as
, '\ otherwise approved as part of a Planned Unit Development
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Adopted by the City Council of the City of Andover on this _ day of ,2003.
CITY OF ANDOVER
Michael R. Gamache, Mayor
ATTEST:
Vicki V olk, City Clerk
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~~et~
ma
, LANDFORM
'- .." MINNEAPOLlS.PHOENIX
March 19, 2003 RECEIVED
Courtney Bednarz MAR 1 9 2003
City of Andover
1685 Crosstown Boulevard NW
Andover, MN 55304 CITY OF ANDOVER
RE: Zoning Ordinance Text Amendment
Dear Mr. Bednarz,
On March 10, 2003, Landform submitted an application for a Zoning Ordinance text
amendment related to service stations and car washes in the Shopping Center (SC) Zoning
District. The SC zoning district currently allows service stations and car washes as a Special
Use only after 25,000 square feet of retail floor space is constructed. While we understand that
the intent of this requirement was to prohibit the construction of strictly auto-oriented uses at the
key intersections of the City, we believe that there are other equally effective methods of
ensuring a mix of quality development in the SC zoning districts. Specifically, we are
requesting that the ordinance text be amended to allow flexibility as part of a Planned Unit
( ~ Development (PUD). We are requesting that Section 7.03 (Special Uses) of the Zoning
\...} Ordinance be amended to read as follows:
Car Wash after minimum 25,000 sq. ft. of retail floor space is constructed.
except as otherwise approved as part of a PUD
Service station after minimum 25,000 sq. ft. of retail floor space is constructed.
except as otherwise approved as part of a PUD
The Zoning Ordinance text amendment is requested in order to allow development of
"Andover's Clocktower Commons", a mixed commercial development at the northeast quadrant
of Crosstown Boulevard and Hanson Boulevard. It is our intent to develop the property as a
Planned Unit Development (PUD) with a high level of amenities and a mix of retail and office
uses. The concept plan includes a clocktower entry feature at the corner of the Hanson and
Crosstown Boulevards, which would be a landmark for this development and the Andover
community. The c1ocktower feature would be integrated with the public trail system and the
private sidewalks within the development to allow convenient pedestrian access. The
development would include integrated landscaping with water features and patios to be enjoyed
by patrons.
The property would be developed by a master developer and maintained under an association.
The association would maintain the common elements, such as the shared parking, c1ocktower
and landscaping. As part of the PUD, the developer would also establish design standards to
ensure quality building design. The buildings would be constructed of high-quality materials
F -, and would be designed to ensure compatibility within the development.
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650 BUTlER NORTH BUILDING 510 FIRST AVENUE NORTH MINNEAPOLIS, MN 55403
OFFICE: 612.252.9070 FAX: 612.252.9077 www.landform.net
-5-
Courtney Bednarz Re: Zoning Ordinance Text Amendment
Page 2 March 19, 2003
Our concept plan shows a gas/convenience store with car wash, sit-down restaurant and a mix
r,\ of office and retail uses such as coffee shops, bakeries and other service retail stores. The
'0 specific tenants have not yet been finalized, but we would anticipate a mix of uses as allowed in
the SC zoning district.
The PUD allows the developer some design flexibility in exchange for a higher level of design,
but the existing ordinance does not allow us the flexibility to respond to the market demands.
Given the size of this particular site, we anticipate 25,000-35,000 square feet of retail can be
constructed on site. The current ordinance would require the entire project to be built before
the gas/convenience store is allowed to begin construction. The PUD process would ensure
that the entire project would be built in a timely manner as approved by the City Council;
therefore, prohibiting construction of the gas/convenience store in early stages of construction
serves no meaningful purpose. The PUD approvals would specifically state which uses would
be permitted where and could prohibit construction of an auto-dominated development.
Therefore, the restrictions on timing of construction serve only to unduly burden the landowner.
If the Zoning Ordinance text amendment is approved as requested, the City would have the
flexibility to allow the developer to begin construction of the gas/convenience store prior to
completion of the other retail. This is critical in order to allow the developer the flexibility to
respond to the market demand. The City would still have a high level of discretion when
reviewing the PUD request and approval of the PUD would approve specific uses and would
ensure that the development would not be strictly auto-oriented.
Approval of the Zoning Ordinance text amendment would allow the development team to
proceed with preliminary plans and applications for approval of "Andover's Clocktower
0 Commons". The requested text amendment would continue to allow the City a great deal of
discretion when reviewing PUD applications, but would allow the developer the necessary
design flexibility to develop this property. Therefore, we respectfully request approval of the
Zoning Ordinance text amendment.
If you have any questions, please call me at 612.252.9070.
'Landform Engineering Company doing business as Landform
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650 BUTLER NORTH BUILDING 510 FIRST AVENUE NORTH MINNEAPOLIS, MN 55403
OFFICE: 612.252.9070 FAX: 612.252.9077 www.landform.net
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Regular Andover Planning and Zoning Commission Meeting
Minutes - March 25, 2003
Page 3
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~ PUBLIC HEARING: ORDINANCE AMENDMENT (03-03) CONSIDER
AMENDMENT TO ORDINANCE 8, THE ZONING ORDINANCE, SECTION 7.03
SPECIAL USES TO ALLOW SERVICE STATION AND CAR WASH USES IN THE
SHOPPING CENTER ZONING DISTRICT BEFORE 25,000 SQUARE FEET OF
RETAIL FLOOR SPACE IS CONSTRUCTED AS PART OF AN APPROVED
PLANNED UNIT DEVELOPMENT.
Mr. Bednarz explained that the applicant is requesting an amendment to the Zoning
Ordinance to facilitate the development of Hamilton Square, a commercial plat located at
the northeast comer of Hanson and Crosstown Boulevards.
Staff has discussed the potential development of the property with the owners of the
property, their marketing firms and potential developers over the past two years. A
recurring theme of the discussions is that the initial retail floor space requirement is too
large for the first stage of development.
Mr. Bednarz discussed the staff report with the Commission.
Commissioner Greenwald explained he thought the idea is the applicants would like the
Commission to consider a small area so a car wash and service area could be constructed
"\
\._~ before any other retail space. He stated he liked this.
Commissioner Kirchoff asked if this would be an amendment to the Ordinance for
PUD's. Mr. Bednarz stated it would be an amendment for the Shopping Center District
so that the car wash and service station uses for that district would be changed.
Commissioner Jasper asked ifthere was something in the process to ensure they would
complete the rest of the shopping center after the service center went in. Mr. Bednarz
stated with the PUD there is a contract between the developer and the City and the
various aspects of the contract can be negotiated. However, it is difficult to place a
timeframe or some other requirement but they could ask the developer to place a bond or
performance guarantee.
Commissioner Jasper wondered how the City would make sure after the car wash and
service center was in, they could make sure the rest of the shopping center was
developed. He asked if there was anything written into the PUD Ordinances that would
address that issue. Mr. Bednarz stated the PUD Ordinance is more general in nature and
talks about what they are trying to achieve and not necessarily the specific methods of
getting there. The specific development standards are established with the contract.
Commissioner Greenwald if the people who are planning the center will also be the
owners of the service center.
, ')
"J
-7-
Regular Andover Planning and Zoning Commission Meeting
Minutes - March 25, 2003
Page 4
:J Motion by Jasper, seconded by Kirchoff, to open the public hearing at 7:18 p.m. Motion
carried on a 6-ayes, O-nays, I-absent vote.
Ms. Kendra Lindahl, Planner for Landform, stated they are requesting the zoning
ordinance text amendment but they are not yet prepared to request the PUD. They did
include in the packets a concept plan on how the site may develop. She stated when they
come in with the PUD application, they will have tenants lined up for many of the sites
and they will not speculate on tenants. As part of the PUD, the City requires a little
higher design and amenities. She stated they request this amendment as part of the PUD
to be flexible.
Commissioner Kirchoff asked what the square footage would be. Ms. Lindahl stated they
estimated 40,000 square feet with a mix of office and retail.
Commissioner Vatne asked how soon they would begin with some of the patios and
fountains. Ms. Lindahl stated all of this is part of the discussion as they move forward
and part of the negotiation that will happen. She explained it will be very appealing to
people and they would like to get an anchor store in as soon as possible.
Motion by Jasper, seconded by Kirchoff, to close the public hearing at 7:23 p.m. Motion
carried on a 6-ayes, O-nays, I-absent vote.
. \.
,J Commissioner Jasper asked if it was appropriate to add language to the end of the
amendment or are they shackling the amendment too much to allow a PUD process.
Commissioner Kirchoff stated he thought with the PUD process this would be handled.
Commissioner Greenwald stated he like the concept of giving some flexibility without
putting too much language into it and it is a benefit to the community. He stated he was
in favor of recommending this.
Mr. Kirchoff asked if a performance bond would be held as a part of the approval.
Mr. Bednarz stated in terms of performance bonds, this is geared more towards site
improvements and not the establishment of specific uses. Commissioner Jasper stated
what he understood Mr. Bednarz to say is that normally a PUD would not include
performance guarantees that if they let the developer to do a gas station first, they will be
sure to do the rest. He stated his gut feeling is that he would be more comfortable
including that language because they will be doing an exception to the general rule and
they want some way to enforce it.
Commissioner Kirchoff stated this was not an exception but a change to the Ordinance.
Commissioner Greenwald stated he thought they needed to give them some flexibility
because he did not think they would start building without a thorough plan. Chairperson
Daninger stated a PUD does have a higher level of standards.
~_J
-,f-
Regular Andover Planning and Zoning Commission Meeting
Minutes - March 25, 2003
Page 5
~~ Ms. Kendra Lindahl stated that much ofthe uncertainty will be resolved through the PUD
process in terms of how the center will look and because they will likely have other users
lined up by that time.
Mr. Darren Lazan with Landform stated their intent is to create some flexibility to
assemble the users because there is no doubt that the gas user will be the most likely one
to step forward first. That use will take on a significant part of the infrastructure to kick
the development off and make the other ones fall into place. He stated he thought this
property has been empty for a number of years because it was tied to this requirement.
He stated their goal is to go out and assemble the largest number of users.
Commissioner Jasper asked what Mr. Lazan's reaction would be to the idea ofrequiring
performance guarantees or performance bonds that guarantee the rest of the development
would be built after the gas station. Mr. Lazan stated he thought it was redundant and
inherent in the PUD process. He stated the flexibility they gain by sequencing this in a
different order could be easily removed if there is a financing requirement or bonding
requirement and it would cancel that flexibility out. He stated the gas user will likely be
ready sooner and will pay more per foot for this land. He added that he is a resident of
Andover who lives in this neighborhood and is just as interested in creating a quality
development.
\ Commissioner Vatne asked why they would not approve a variance on this property
J instead of an amendment to the Ordinance. Mr. Bednarz stated typically they do not
approve a variance to uses; they approve variances to a standard that, due to a
characteristic of the land, causes undue hardship.
Chairperson Daninger stated this is going to be a PUD and when they get PUD in front of
them they do set high standards.
Motion by Greenwald, seconded by Vatne, to recommend to the City Council approval of
the proposed ordinance amendment to allow flexibility in. the staging of developments
within the SC District provided a PUD is approved to ensure the centers will achieve the
intent of the SC District as they mature. Motion carried on a 6-ayes, O-nays, I-absent
vote.
Mr. Bednarz stated that this item would be before the Council at the April 15, 2003 City
Council meeting.
/
PU G: ENVIRONMENTAL ASSESSMENT WORKSHEET (EA W)
FOR ANDOVER STAT CONCERNING THE ANDOVER EDA'S 100
ACRE SITE LOCATED NORTH OF BUN ULEVARD AND JAY
STREET.
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'-.J CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW.Cl.ANDOVER.MN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administrator~./
Will Neumeister, Community Development Director (JAL
FROM: Courtney Bednarz, City Plann~
SUBJECT: Consider Comprehensive Plan Amendment/Expand MUSAlConstance Church/16150
Crosstown Blvd. NW-Planning
DATE: April 15, 2003
INTRODUCTION
The applicant is requesting a Comprehensive Plan Amendment to extend the Municipal Urban
Service Boundary (MUSA) to include the subject property. The existing MUSA boundary runs
along 161s1 Avenue NW (CSAR 20) as illustrated in the attachments. The purpose of the
amendment would be to allow municipal utilities to be extended to the subject property.
, \
~j DISCUSSION
As discussed at the March 4, 2003 City Council Meeting, the applicant will be expanding the size
of the existing church. It will be most cost effective for this project to include municipal sewer
and water. Municipal utilities will become available as the Bluebird Sanitary Sewer Trunk will
be extended to serve the Constance Comers development on the south side of 161 sl Avenue NW
(CSAR 20). If approved, this land use change will be forwarded to the Metropolitan Council for
their review. This would be considered a minor Comprehensive Plan Amendment,
Planning Commission Recommendation
The Planning Commission unanimously recommended approval of the proposed Comprehensive
Plan Amendment.
Attachments
Resolution
Location Map
Planning Commission Minutes
ACTION REOUESTED
:J i-~d to appmyo th, pmpo,oo Comprehen,'ve PI,," Amendm,nt
Cc: Jim Barber, Constance Evangelical Free Church, 16150 Crosstown Blvd NW
CITY OF ANDOVER
, COUNTY OF ANOKA
0
STATE OF MINNESOTA
RES. NO. R -03
A RESOLUTION AMENDING THE COMPREHENSIVE LAND USE PLAN OF THE CITY
OF ANDOVER TO EXPAND THE METROPOLITAN URBAN SERVICE BOUNDARY
TO INCLUDE THE CONSTANCE FREE CHURCH PROPERTIES LOCATED AT 16150
CROSSTOWN BOULEVARD NW (P.I.D.14-32-24-14-0001,0003,0004,0005 and 0006)
LEGALLY DESCRIBED ON EXHIBIT A;
WHEREAS, The Constance Free Church has petitioned the City of Andover to extend municipal
sewer and water to the subject property, and;
WHEREAS, The 2020 Metropolitan Urban Service Boundary (MUSA) does not include the
subject property, and;
WHEREAS, analysis of the Bluebird Sanitary Sewer Trunk has determined that sufficient
capacity exists to serve the subject property, and;
WHEREAS, a public hearing was held pursuant to state statutes, and;
.' \
\._J WHEREAS, the Planning and Zoning Commission recommends to the City Council approval of
the amendment as requested, and;
WHEREAS, The Council finds the proposed use will not be detrimental to the health, safety,
morals and general welfare of the occupants of the surrounding land, and;
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 adopts the
following amendment to the Comprehensive Plan, subject to review by the Metropolitan
Council:
1) Extend the 2020 Metropolitan Urban Service Boundary (MUSA) to include the
Constance Free Church properties, legally described in Exhibit A.
2) Subject to review and approval by the Metropolitan Council.
Adopted by the City Council of the City of Andover on this _ day of ,2003.
CITY OF ANDOVER
ATTEST: Michael R. Gamache, Mayor
\
" /
Victoria V olk, City Clerk
-2.-
1 . ) Exhibit A
I
J . "'4zj~~J?eid ~tp-~^-~
-
, PARCEl. ONE . .
i The east 198 feet of the north 330 feet of the south 495 feet of the Southeast Quarter of
'J the North~st Quarter, Section 14, Township 32. Range 24, Anoka County, M"lMesota.
except Parcel 53. ANOKA COUNTY HIGHWAY RIGHT -OF-WAY PLAT NO. 20, filed as
Anoka County recorder document No. 655265.
P ARea TWO
That part of the east 971.35 feet of the Southeast Quarter of the Northeast Quarter.
Section 14. Township 32. Range 24. Anoka County. Minnesota. lying southerly of the
north 103.00 feet thereof, except the following four described parcels:. .
1. The east 330 ~t of the south 660.20 feet of the nCll1h 16320 feet of the
Southeast Quarter of the NortheaSt Quarter, Section 14, Township 32.
Range 24, AtlOka County, MiMesota.
'z. . The east 198 feet of the north 330 feet of the south 495 feet of the
.' Southeast Quarter of the Northeast Quarter, Section 14. Township 32.
Range 24. Anoka County. M"lnnesota. .
3. The east 396 feet of the south 165 feet of the Southeast QUarter of the
Northeast Quarter. Section 14. Township 32. Range 24. Anoka County,
Minnesota.
4. Parcel 51, ANOKA COUNTY HIGHwAY RJGHT .oF-WAY PLAT NO. 20,
filed as.Anoka County recorder document No. 655265.
. .
'\ PARCEl. THREE .
" ) The east 1 ~ teet of the south 165 feet of th& Southeast auarter of the Northeast
. Quarter, SedIon 14, Township 32. Range 24, Anoka County, MInnesOta. except parcel
53, ~OKA COUNTY I::IIGHWAV RIGHT -OF-WAY PLAT NO. 20, filed as Anota County
recorder doc:ument No. 655265. . .
.
. All that part of the Southeast QaBrter of th= Northeast QwI1't=' of Sec:tioD 14, TDWDShip 32, Range
24, ADoka County, V.....~. described as folloWs:
BegiDning It a point on 1hc East line of said Southeast Quart=r of the Northeast Qaart=' distmt.1 03
feet Sou1h of the Nor1beaSt com::r 1bCreot; theocc South I1cmg 1be East line of said Southeast Quartet
of tho Northeast Quarter fOr' a distaDee of 660.20 &eti tbcDco West mdpara1l=1 with thcNorth line of
. said ~st Quart<< of the Northeast Quarter for a distance of 330 ~ theDco north pmllel with
the East liu= of said South=ast Quarter of the Northeast Quarter for a distance of 660.20 feet; thCDCC
. EaslIDd PariJ1el with ~ North line of said Soutb=ast Qaart=r of die Northeast Qaar1=r to the poiDt
ofbePnnillg. Anob Coanty, MiDDesotL
A~ Plopeny
16234 ~ Boulevard NW, A,ndtm:t, MiJmeso11
. Parcel 4
Torrens Property Certificate ofTrtle No. 67102
-
)' That part of the Southeast Quarter of the Northeast Quarter of Section 14, Township 32,
'.....----' Range 24, described as follows: Beginning at a point on the south line Qf said Southeast
Quarter of the Northeast Quarter distaDt 132 feet west from the southeast comer of said
Southeast Quarter of the Northeast Quarter; thence west, along said south line, a distance
. of 264 feet; thence north, at a right angle, a distance of 165 feet; thence east, at a right
angle, a distance of~ feet; thence south, at a right angle, a distance of 165 feet to the
ooint ofbesrinmnll. -3-'
Constance Free Church
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-41- Andover Planning
. )
,---.
PLANNING AND ZONING COMMISSION MEETING -APRIL 8, 2003
. PUBLIC HEARING: COMPREHENSIVE PLAN AMENDMENT (03-02) TO
EXPAND THE METROPOLITAN URBAN SERVICE BOUNDARY (MUSA) TO
INCLUDE PROPERTY LOCATED AT 16150 CROSSTOWN BOULEVARD NW.
Mr. Bednarz explained that the applicant is requesting a Comprehensive Plan
Amendment to extend the Municipal Urban Service Boundary (MUSA) to include the
subject property. The existing MUSA boundary runs along 16151 Avenue NW (CSAH
20) as illustrated in the attachments. The purpose of the amendment would be to allow
municipal utilities to be extended to the subject property.
Mr. Bednarz explained the applicant would be expanding the size of the existing church.
It would be most cost effective for this project to include municipal sewer and water.
" Municipal utilities will become available as the Bluebird Sanitary Sewer Trunk will be
'-, - / extended to serve the Constance Comers development on the south side of 16151 Avenue
NW (SCAH 20). If approved, this land use change will be forwarded to the Metropolitan
Council for their review. This would be considered a minor Comprehensive Plan
Amendment.
Mr. Bednarz discussed the item with the Commission.
Motion by Greenwald, seconded by Jasper, to open the public hearing at 7:02 p.m.
Motion carried on a 6-aye, O-nays, I-absent vote.
There was no public input.
Motion by Greenwald, seconded by Casey, to close the public hearing at 7:02 p.m.
Motion carried on a 6-aye, O-nays, I-absent vote.
Commissioner Vatne asked if the timing of the City sewer and water coincides with the
planned church expansion. Mr. Bednarz stated there is a public improvement project for
residential development on the south side of County Road 20 which would provide a link
across to serve the property. He stated the applicant and staff has been working on
feasibility numbers for that improvement.
)
'~.J
Regular Andover Planning and Zoning Commission Meeting
Minutes -April 8, 2003
Page 2
,
, ) Commissioner Vatne asked ifthere would be any additional requests to the modification
-
to the comprehensive plan based upon the potential improvement. He asked if there was
anything else pending. Mr. Bednarz stated at the upcoming City Council meeting, the
Council will be looking at designating the Rural Reserve area, which would encompass
the surrounding properties. Mr. Neumeister stated this parcel was in the area planned for
the Rural Reserve but it does not preclude anyone from petitioning for sewer or moving
up in terms of timing when they get the sewer and they will be pursuing this with this
step and the City will favor this. He stated staff sees this as an opportunity to help them
get the sewer they would like.
Commissioner Jasper stated he understood the change from R-l to R-4 with the
introduction of urban utility services but he wondered why a church/school was classified
as single family urban instead of commercial zoning designation. Mr. Bednarz stated in
the general zoning practice itself, they find churches are conditional or special uses in
residential districts. He stated in most communities they do not have any specialized
districts for churches although they may have some limitations on where they can be
located, so in this case, the change is from rural to urban residential because that is one of
the districts that allows municipal utilities.
Mr. Brent Viser, Miller, Dunwoody Architects representing the church, stated in
reference to the schedule, the project is slated to begin construction as soon as they can
" clear the City review process and obtain the permits. He stated they will need to move
...... ,- I the existing septic system, which is where the new sanctuary will be located and they
reported to the City in a letter their contingency plan to either pump the existing septic
tanks until the City service is available or if that process is not completed or ifthey are
not permitted to do this, they will install a new septic system where it was shown on the
site plan. He stated in the interim, the church is prepared to pump their tanks as needed
until connected to the sewer system.
Motion by Kirchoff, seconded by Greenwald, to recommend to the City Council approval
of Resolution No. _, approving the proposed Comprehensive Plan Amendment.
Motion carried on a 6-aye, O-nays, I-absent vote.
Mr. Bednarz stated that this item would be before the Council at the April 15, 2003 City
Council meeting.
PURL 'ARlNG: REZONING (03-03) TO CHANGE THE ZONING
DESIGNATIO M SINGLE FAMILY RURAL RESIDENTIAL (R-l) TO
SINGLE FAMILY UR SIDENTIAL (R-4) FOR PROPERTY LOCATED AT
16150 CROSSTOWN RO ULE V, W.
Mr. Bednarz explained that the Planning Commissio ked to review the proposed
rezoning to change the zoning of the subject property from rur idential to urban
" residential to reflect the availability of urban services (municipal sewer ~.
)
'-/
@
, )
-- CITY OF ANDOVER
1685 CROSSTOWN BOULEY ARD N.W. . ANDOYER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755-8923. WWW.C1.ANDOYER.MN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administrato~
Will Neumeister, Community evelopment Director wI..-.
FROM: Courtney Bednarz, City Plann~
SUBJECT: Consider Rezoning from (R-l) to (R-4)/Constance Church/16150 Crosstown Blvd.NW.-
Planning
DATE: April 15, 2003
INTRODUCTION
The City Council is asked to review the proposed rezoning to change the zoning of the subject
property from rural residentialto urban residential for the subject property to reflect the
availability of urban services (municipal sewer and water).
\
" j DISCUSSION
As with all rezonings, the City must meet one of the two following findings that are provided by
state statute:
1. The original zoning was in error.
2. The character ofthe area or times and conditions have changed to such an extent to
warrant the rezoning.
If the proposed Comprehensive Plan Amendment is approved, the subject property will be
included within the 2020 Metropolitan Urban Service Area (MUSA). At this point times and
conditions will have changed and it will be appropriate to change the zoning district to Single
Family Urban Residential (R-4), a district that allows municipal utilities.
Planning Commission Recommendation
The Planning Commission unanimously recommended approval of the proposed rezoning.
Attachments
Ordinance Amendment
Location Map
Planning Commission Minutes
,
I
'", - /
ACTION REQUESTED
; ) The City Council is asked to approve the rezoning request based on the fact that times and
\ I
-~ conditions have changed.
Respectfully submitted,
c~
Cc: Jim Barber, Constance Evangelical Free Church, 16150 Crosstown Blvd NW
\
....~~)
,
/
-2.-
CITY OF ANDOVER
/~ 1 COUNTY OF ANOKA
-- STATE OF MINNESOTA
ORDINANCE NO.8
AN ORDINANCE AMENDING ORDINANCE NO.8, SECTION 6.03, ZONING DISTRICT
MAP OF THE CITY OF ANDOVER.
THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS:
Ordinance 8, Section 6.03, The Zoning District Map ofthe City of Andover is hereby amended as
follows:
I) Rezone land from R-I, Single Family Rural Residential to R-4, Single Family Urban
Residential on approximately 25 acres legally described on Exhibit A.
2) All other sections of the Zoning Ordinance Shall remain as written and adopted by the
City Council of the City of Andover.
Adopted by the City Council of the City of Andover on this _ day of 2003.
.' \
\_~/ CITY OF ANDOVER
ATTEST: Michael R. Gamache, Mayor
Victoria V olk, City Clerk
"'-)
-3-
~ , ) Exhibit A
'I
J . "'4z1~J?e.rd ;..t'r^-~
-
"I PARCEL ONE . .
\.J The east 198 feet of the north 330 feet of the south 495 feet ot the Southeast Quarter of
the N~ Quarter, Section 14. Township 32. Range 24, Anoka County, M"mnesota.
except Parcel 53. ANOKA COUN1Y HIGHWAY RIGHT ~F-WAY PLAT NO. 20, filed as
Anoka County recorder document No. 655265.
PARCe. lWO
-
That part of the east 971.35 feet of the Southeast Quarter of the Northeast Quarter,
Section 14. Township 32. Range 24. Anoka County. Mimesota.lying southerly of the
north 103.00 feet thereof, except the following tour described parcels: .
1. The east 330 feet of the south 660.20 feet of the nor1tl 76320 feet ot the
Southeast Quarter of the NortheaSt Quarter, Section 14, Township 32.
Range 24, Anoka County, MlMesota.
'z. . The east 198 feet of the north 330 feet of the south 495 feet of the
.' Southeast Quarter of the Northeast Quarter, Section 14. Township 32.
Range 24. Anoka County. ....rnnesola.
3. The east 396 feet of the "SOUth 165 feet of the Southeast QUarter of the
Northeast Quarter, Section 14. Township 32. Range 24. Anolca COunty,
Minnesota.
4. Parcel 51, ANOKA COUNTY HIGHwAY RJGHT~F-WAV PLAT NO. 20,
filed ~oka County recorder document No. 655265.
, .
~J PARCS. THREE .
.
The east 132 feet of the south 165 feet of the Southeast o.Wter of the Horlheast
. Quarter, SedIon 14. Township 32. Range 24, Anoka County, MinneSOta. except parcel
53. Af'IOKA COUNTY I::IIGHWAY RIGHT ~F-WAY PLAT NO. 20. filed as Anota County
recorder doaJment No. 655265. . .
.
. All 1hat part of the Southeast Qaarter of th= Northeast QuatW of Sectioo 14. Township 32, Range
24, Anob County.1>l'.....~. described as folloWs:
Beoginning at a point on ~ East line of said Southeast Quarter of tho ~ortheast. Quart=' distant. 1 03
feet Sou1h of the Northeast eom:r thereo~ theocc South a10Dg 1he East line of wd Southeast Qu8I1et
of tho Northeast Quarter fOr a distance of 660.20 fed; tbeDco West mdpera1l=1 with the North line of
. said Somheast Quarter of the Northeast Quart<< for a distaD~ of 330 foet; dleuco north parUlel with
the East Iin= of said Soutb-~ Quarter of tho Nortb=ast Quarter for . distmco of 660.20 feet; 1hCllCO
. East a:d PIt8J1el with ~ North line of said Southeast Quarter of the Northeast Qomt:r to the point
ofbePnnmg, Anob County. }d',--nta.
Abstrd p,operty
16234 a:~Ml Boulevmd NW. ~, MirmesotI.
. .
. parcel 4
Torrens Property Certificate ofTrtle No. 67102
-
\. That partoftbe Southeast Quarter of the Northeast Quarter of Section 14, Township 32,
'-~ Range 24, described as follows: Beginning at a point on the south line qf said Southeast
Quarter oftbe Northeast Quarter distant 132 feet west from the southeast comer of said
Southeast Quarter of the Northeast Quarter; thence west, along said south line, a distance
. of 264 feet; thence north, at a right angle, a distance of 165 feet; thence east, at a right
angle, a distance of264 feet; the:nce south, at a right angle, a distance of 165 feet to the
ooint ofbesrinninll'. -'/-
Constance Free Church
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.
Project Location Map Andover Planning
- 5..
Regular Andover Planning and Zoning Commission Meeting
Minutes -April 8, 2003
Page 2
0 ommissioner Vatne asked if there would be any additional requests to the modification
to e comprehensive plan based upon the potential improvement. He asked if there was
an . g else pending. Mr. Bednarz stated at the upcoming City Council meeting, the
Counci '11 be looking at designating the Rural Reserve area, which would encompass
the surro ing properties. Mr. Neumeister stated this parcel was in the area planned for
the Rural Re rve but it does not preclude anyone from petitioning for sewer or moving
up in terms of . ing when they get the sewer and they will be pursuing this with this
step and the City ill favor this. He stated staff sees this as an opportunity to help them
get the sewer they uld like.
Commissioner Jasper sta d he understood the change from R-I to R-4 with the
introduction of urban utility ervices but he wondered why a church/school was classified
as single family urban instead f commercial zoning designation. Mr. Bednarz stated in
the general zoning practice itsel, hey find churches are conditional or special uses in
residential districts. He stated in m t communities they do not have any specialized
districts for churches although they m have some limitations on where they can be
located, so in this case, the change is fro rural to urban residential because that is one of
the districts that allows municipal utilities.
Mr. Brent Viser, Miller, Dunwoody Architects resenting the church, stated in
reference to the schedule, the project is slated to b in construction as soon as they can
" "- clear the City review process and obtain the permits. e stated they will need to move
,
'--) the existing septic system, which is where the new sanc ary will be located and they
reported to the City in a letter their contingency plan to ei er pump the existing septic
tanks until the City service is available or if that process is n completed or if they are
not permitted to do this, they will install a new septic system were it was shown on the
site plan. He stated in the interim, the church is prepared to pum eir tanks as needed
until connected to the sewer system.
Motion by Kirchoff, seconded by Greenwald, to recommend to the City uncil approval
of Resolution No. _' approving the proposed Comprehensive Plan Arne
Motion carried on a 6-aye, O-nays, I-absent vote.
Mr. Bednarz stated that this item would be before the Council at the April 15, 200
Council meeting.
~ PUBLIC HEARING: REZONING (03-03) TO CHANGE THE ZONING
DESIGNATION FROM SINGLE FAMILY RURAL RESIDENTIAL (R-l) TO
SINGLE FAMILY URBAN RESIDENTIAL (R-4) FOR PROPERTY LOCATED AT
16150 CROSSTOWN BOULEVARD NW.
Mr. Bednarz explained that the Planning Commission is asked to review the proposed
\ rezoning to change the zoning of the subject property from rural residential to urban
,,~ residential to reflect the availability of urban services (municipal sewer and water).
Regular Andover Planning and Zoning Commission Meeting
Minutes -April 8, 2003
Page 3
'1
'-_/
Mr. Bednarz stated the City must meet one of the two findings that are provided by State
Statute. Ifthe proposed Comprehensive Plan Amendment is approved, the subject
property will be included within the 2020 Metropolitan Urban Service Area (MUSA). At
this point, times and conditions will have changed and it will be appropriate to change the
zoning district to Single Family Urban Residential (R-4), a district that allows municipal
utilities.
Mr. Bednarz discussed the infonnation with the Planning Commission.
Motion by Greenwald, seconded by Kirchoff, to open the public hearing at 7:1 I p.m.
Motion carried on a 6-aye, O-nays, I-absent vote.
There was no public input.
Motion by Kirchoff, seconded by Greenwald, to close the public hearing at 7: II p.m.
Motion carried on a 6-aye, O-nays, I-absent vote.
Motion by Greenwald, seconded by Casey, to recommend to the City Council approval
of Resolution No. _, approving the rezoning request based on the fact that times and
conditions have changed. Motion carried on a 6-aye, O-nays, I-absent vote.
\ Mr. Bednarz stated that this item would be before the Council at the April 15, 2003 City
,,-J
Council meeting.
Respectfully Submitted,
Sue Osbeck, Recording Secretary
TimeSaver OjJSite Secretarial, Inc.
\
" )
City of Andover @
, "
,
'J 1685 Crosstown Boulevard NW. . Andover, Minnesota 55304. (763) 755-5100
Fax (763) 755-8923 . www.cLandover.mn.us
TO: Mayor and Council Members
CC: John Erar, City Administrato~~
FROM: David D. Berkowitz, City Engineer
SUBJECT: Receive Information/Constance Free Church Letter - Engineering
DATE: April 15, 2003
INTRODUCTION
Constance Free Church has requested a Comprehensive Plan Amendment and Rezoning change to
allow the church to be served with City sanitary sewer and water. A letter has been received from
Constance Free Church addressing the church's concern about the current rate structure for
Sanitary Sewer Area Charges, Sanitary Sewer Connection Charge, Water Area Charge and Water
Connection Charge.
, \
'-J DISCUSSION
At this time a petition for sanitary sewer and water has not been received from Constance Free
Church. A meeting was held with church representatives to discuss the potential assessments if
the church would request city sewer and water. During that meeting staff discussed the lateral
improvements, area charges and other fees that would be assessed when sewer and water is
extended to the property. Staff explained that the area charges for a church could be assessed as
Non-Residential or Institutional. In the past churches have been assessed similar to the
Institutional rate. The church is requesting exemption from all area and connection charges.
When a petition is received from Constance Free Church a feasibility report will be prepared
identifying the estimated assessment the church could anticipate.
ACTION REQUIRED
No action is required at this time. Staff recommends that when a feasibility report is prepared,
this request regarding their assessment be discussed at that time with the church and the City
Council.
Respectfully submitted,
~c;J.~
David D. Berkowitz
. '\
"-)
cc: Pastor Jim Barber, Sr. Associate Pastor Constance Free Church, 16150 Crosstown Blvd. NW,
Andover, MN 55304
C Free Church w.. . /. ...
. 'onsi ance -
/ '7,63) 434-5995 . Fax (763) 434-8080 16150 Crosstown Blvd. NW . Andover; MN 55304 . www.constancefree.org
\,_/
RECEIVED
.
April 1, 2003
I pDR '- I ?OO3
City Engineer'- David Berkowitz, P.E.
City of Andover CITY QC A~,lnn\lER
1685 Crosstown Boulevard NW I j 1 t..r \.i l I
Andover, MN
55304
References: I: Memo from T. Haas to John Erar dated January 3, 2003 regarding
,2003 Cnarges for Municipal Sanitary Sewer & W~ter
.. 2. Meeting March 14,2003 Constance Free Church, Rochon Corp.,
- .
MilIer-Dunwiddie Architects, City Engineers, City Development Director
Dear David:
. . .
Thanlcyou for our recent meeting referenced above. We have greatly appreciated the cooperation
the city has given us to date on the matter of city sewer and water access. However, we are
concerned that the current rate structure used for access does not adequately address the unique
\ situation of the non-profit church. We have requested the Planning & Zoning Commissiorers to . .
'--' ; consider our rflquest for a Comprehensive Plan Amendment and a Rezoning Change that would
alIow us to have access. However we would also like a review of the rate structure before we_
'would proceed with access.
In summary, we believe the city is overlooking the nature of the church and is not recognizing
that there should be a cost exemption category for religious organizations. Weare willing to pay
for the direct cost of providing us access to city sewer and water. As I understand your rate
. structure, this would be the "laterals" cost and any other direct cost of running the lines to our
. ,.
property.
"
Based ~n the rough estimate you provided in our March '14, 2003 meeting, using the current rate
structure, Constance would be assessed somewhere between $150,000 ami $250,000 to' receive
- access. This would be a significant burden on our church and it does not seem warranted for us
or for any religious organization in Andover. Our concerns fall into two primary areas: The city's
understanding of the nature of religious organizations, and the city;s rate structure categories.
The nature of religious organizations -
1. Tax-exempt status of religious organizations. _
Constance, . like other religious organizations, IS: a federal 501( c)(3) and Minnesota 317(a)
\ tax-exempt organization. . As such we are exempt from County property taxes with the
\.__J exception of the incremental, direct cost of our solid waste recycling.
D<~ lT11 (0) ~ t~t)- (3 [reo ~r'
.
.
,
It is my understanding that the access charges are used to fund the'maintenance of the sewer
and water system. Be,cause Andover is partly in and partly out ofthe MUSA, the cost of the
"\ system is targeted at its users by these access fees. If Andover were fully in the MUSA these
'-...-- / fees would likely be part, of the property tax structure. Religious organizations such as ours
are exempt from taxes. Stated. another way, the current rate structure is an accounting
mechanism that does not address the tax-exempt status 'of religious organizations.
2. Non-profit status of religious organizations.
In 'addition to being tax-exempt, religious organizations are also non-profit corporations.
Accordingly, we have no way of passing these costs on to our "customers". A developer can
raise his or her prices for housing. to cover these costs. A retailer can' build this into their'
market prices. The city or school district can appealfor higher property taxes or state funding
to cover these costs. For the non-profit religious organization, this type of fee becomes an
unrecoverable cost burden wlJ,ich hinders its ability to accomplish its mission.
Rate Stmcture Categories .
The current water connection charge rate structure is tiered fo'r Residential, Non-Residential, and
for Institutional. It is my understanding that the Institutional rate came about when the public
schools were built. The parenthetical description (see the attached) makes it clear that this is
meant for city, county, and state or other governmental projects. Ourconcem with this is as
follows:
.
1. The rate structure does not address churches or other religious' organizations.
\ As I'understand it,..the current rates were initially established for residential and commercial
\..._/ projects. These were later amended when the local schools were built. As such, none of the .
sewer and water access charges have ever been looked at from the perspective of)ax-'exempt,
non-profits. We w~lUld like them to be reviewed at this time. .
2. Charging the church will charge Andover residents twice' for system maintenance.
.' If the church were to be charged any of the rate categories that exist, this will inadvertently
. . , .
. charge every family that attends Const~nce Free Church twice for sewer and water access.
They have already been charged once when they bought their house, through the pass
through of the cost from the developer. It would be unfair to charge them twice. .
I
3. Charging Andover residents twice wilt penalize them for their religious idfiliation.
./
In effect, anything other than the direct cost of access would be placing an inadvertent
penalty on these residents because of their religious affililltion. We are quite sure this is'
inadvertent and something that the city has simply not considered before our request.
Thank you for your ~onsideration of this request. If you have any questionS, please contact me at
your convemence.
A ~.'
, . .,~ "
.. _#,/
-
. .
.
CITY of ANDOVER
\_~/ 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923
MEMORANDUM
TO: John Erar, City Administrator
COPIES TO: Department Heads . /
.'\~
/""
FROM: Todd J. Haas, Asst. City Engineer~"'>>
DATE: January 3, 2003
REFERENCE: 2003 Charges for Municipal Sanitary Sewer & Water
-------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------
SANITARY SEWER
Trunk
Sewer Area Charge $1252/acre
Sewer Connection Fee
(Commercial Connection Fee Rate = 1
, . Connection Fee for Each SAC Unit) $341/unit
'-../ Laterals $33/F.F. (Estimate)
Hookup Permit Fee (Sewer) $40.00 Plus State Surcharge of $0.50
Sewer Availability Charge (Metro) $1275 - January 1, 2003
Plumbing ? (Homeowner contracts for)
WATER
TSS (Trunk, Source and Storage)
Water Area Charge $1967/acre
Water Residential/REC $2146/unit
Non-Residential $1220/unit or $12,204/acre
..-. ..
- whichever is largest
Note: Unit Connection Charge for Institutional $1220/per unit or $6102/acre
(Land owned or operated by mUniCipal, - whichever is largest
school district, county, state or other
governmental uses)
Laterals $33/F.F. (Estimate)
Water Meter %" $150
Service/Connection Fee $50.00 Plus State Surcharge of $0.50
Plumbing ? (Homeowner contracts for)
USER RATES
Water $9.18 minimum $8.05 (Base Rate) + gallonage charge
(Quarterly Rate Structure)
, --" Sewer (Quarterly Rate) $46.00 per quarter
.
. .
'-'
@)
CITY OF ANDOVER
, \ 1685 CROSSTOWN BOULEY ARD N.W. . ANDOYER, MINNESOTA 55304. (763) 755-5100
0 FAX (763) 755-8923. WWW.CLANDOYER.MN.US
TO: Mayor and Council Members
CC: John Erar, City Administratorft'
FROM: David D. Berkowitz, City Engineer
SUBJECT: Accept Feasibility ReportlWaive Public Hearing/Order Plans & Specs!
02-45!Constance Corners - Engineering
DATE: April 15, 2003
INTRODUCTION
A feasibility report has been prepared identifying the improvements and estimated improvement
costs associated with the Constance Comers development project. A copy of the feasibility
report is included in the packet for review.
, ..... DISCUSSION
.....~ The feasibility report provides a cost estimate for the installation of the streets and public utilities
(water, sanitary sewer and storm sewer) for this development. The layout and design of the
streets and public utilities for this project are shown in the feasibility report. The feasibility report
identifies two alternatives for sanitary sewer and water main improvements.
Alternative No.2 is recommended as the preferred alternative. It provides a utility system that
will allow complete development of the site without having to acquire an easement beyond the
limits of the Constance Comers development.
Moore's Estates (development directly to the south) is recommended to be served utilizing a
future trunk along Crosstown Boulevard as designated in the City's Comprehensive Sanitary
Sewer Plan. This is recommended due to the capacity limitations of the Chesterton Commons
lift station. When this area is served with utilities, the water main stub at the end of I 59th Lane in
the Red Pine Fields development should be extended between 15890 and 15850 Sycamore Street
to create an external loop to the development.
For both alternatives the Anoka County Highway Department is requiring county road
improvements at CSAH 20 and County Road 18. The improvement at CSAH 20 will include
widening the existing county road to accommodate a right turn lane and a left turnlbypass lane.
This can be achieved by adding to the existing pavement a restriping the pavement markings.
. \ For County Road 18 the City has recommended to the Anoka Highway Department to have the
.......-J intersection at 159th A venue and County Road 18 improved to a full intersection when
development occurs on the west side of County Road 18. The developer has agreed to be
Mayor and Council Members
April 15, 2003
Page 20f2
\
,-J
assessed at this time for a portion of the improvements at this intersection. The amount is
approximated at $65,446.00. This amount will be determined by actual bid unit prices and
indirect cost from the project.
BUDGET IMP ACT
The total estimated project cost for the proposed public improvements for alternative No.2 is
$ 1,407,812.00. The total estimated amount of the assessment for the Constance Comers
development will be $ 1,146.007.00. The amount estimated to be funded by the City of Andover
is $ 261,805.00
ACTION REQUIRED
The City Council is requested to review the feasibility report and approve the resolution
accepting the feasibility study (alternative No.2), waiving public hearing and directing
preparation of plans and specifications for the Constance Comers development (Project 02-45)
for sanitary sewer, watermain, street and storm sewer.
Respectfully submitted,
~ {J~CJ.~
David D. Berkowitz
cc: Gregory Schlink, Bruggeman Properties, 3564 Rollingview Dr., White Bear Lake, MN
55110
"
-,~
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
'\
'---./ RES. NO.
MOTION by Councilmember to adopt the following:
A RESOLUTION ACCEPTING FEASIBILITY STUDY, WAIVING PUBLIC
HEARING AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS
FOR THE IMPROVEMENT OF PROJECT NO. 02-45 FOR SANITARY SEWER.
WATERMAIN. STREET AND STORM SEWER IN THE FOllOWING AREA
CONSTANCE CORNERS.
WHEREAS, the City Council did on the 1ih day of December , 2002,
order the preparation of a feasibility study for the improvement; and
WHEREAS, such feasibility study was prepared by WSB and
presented to the Council on the 15th day of April , 2003 ; and
WHEREAS, the property owners have waived the right to a Public Hearing;
and
WHEREAS, the City Council has reviewed the feasibility study and declares
the improvement feasible, for an estimated cost of $ 1.407.812.00 (Alternate
No.2)
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
'1 Andover to hereby receive the feasibility report with an estimated total cost of
'---.-/ improvements of $ 1.407.812.00 (Alternate No.2) , waive the Public Hearing
and order improvements.
BE IT FURTHER RESOLVED by the City Council to hereby direct the firm
of WSB to prepare the plans and specifications for such improvement project.
BE IT FURTHER RESOLVED by the City Council to hereby require the
developer to escrow for the sum of $ 55.500.00 with such payments to be made
prior to commencement of work on the plans and specifications
MOTION seconded by Councilmember and adopted by the
City Council at a reQular meeting this 15th day of April ,2003, with
Councilmembers voting
in favor of the resolution, and Councilmembers
voting against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
" Michael R. Gamache - Mayor
',~
Victoria Volk - City Clerk
CITY OF ANDOVER @)
'\ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100
'---./ FAX (763) 755-8923. WWW.CI.ANDOVER.MN.US
TO: Mayor and Council Members
CC: John Erar, City Administrator1Jt-
FROM: David D. Berkowitz, City EngineeiD\)~
SUBJECT: Approve Change Order #1/99-15/Water Treatment Plant/Security-
Engineering
DATE: April 15, 2003
INTRODUCTION
This item is in regards to approving Change Order #1 to Project 99-15, Water Treatment
Plant/Security. Security is an extremely important aspect in this project to protect the water
supply system.
DISCUSSION
This change order includes the following components:
\
,-j Security system
.
. Access control system
. Exterior cameras and recorder
. Intercom system
. Conduits that extend from the control room to door and windows
. Control room which will house the network and controls for the security system
The cost (change order) which includes all the above listed components is $169,675.00. Refer to
the attached change order and letter submitted by the contractor. At this time, staff does not
recommend an extension of the completion date. Staff feels this work can be completed
concurrently with other construction activities.
Due to the sensitive nature of the security system many details are not included in the staff report.
Please contact me if you would like to discuss the details of the security system.
If the Council decides not to approve the change order, the cost to install the security system will
be substantially more in the future to try to retrofit the security system in a completed facility.
BUDGET IMP ACT
The change order/security system is beyond the original construction contract and would be
\ covered by the City's contingency. The Finance department has determined that funds are
\.. ) available from the 2002 Water Revenue Bonds.
Mayor and Council Members
April 15, 2003
Page 2 of2
'\
,
'--../
ACTION REQUIRED
The City Council is requested to approve the resolution approving Change Order #1 for Project
99-15, Water Treatment Plant/Security.
Respectfully submitted,
Q~CJ~
David D. Berkowitz 5
,
I
'--.I
,
\,,___/J
. "
,
'-.J'
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Councilmember to adopt the following:
A RESOLUTION APPROVING CHANGE ORDER #...1... TO PROJECT NO.
99-15. WATER TREATMENT PLANT/SECURITY.
WHEREAS, the City of Andover has a contract for Project No. 99-15 with
Rice Lake Contractinq of Deerwood. MN
NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to
hereby approve the change order to Project No. 99-15.
Adopted by the City Council of the City of Andover this 15th day of
April ,2003.
\ CITY OF ANDOVER
'_/
ATTEST:
Michael R. Gamache - Mayor
Victoria Volk - City Clerk
\
,j
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'APR 10 2003' "i4:33 - . . . 507 625 4177 PAGE. 02
04110/03 14:29 FAX 507 625 4177 BOLTON & MENK ~003
~ CHANGE ORDER
(InslIuctions on reverse side) No.1
PROJECT: M23.33016
DATE OF ISSUANCE: EFFECTIVE DATE:
OWNER: City of Andovet', Minnesota
OWNER's Project No.: 99-15
CONTR.AcrOR: Rice Lake Construction ENGINEER: Jon D. Peterson, P.E.
You are directed to make the following changes in the Contract Docw:nents.
Description:
Addition of centralized security system to Water Treatment Facility. Delete decentralized security system from
original project scope. Conduit requirements are as described in plan sheets 1, 2, 3, of the security system raceway
plaIlS, dated 4/8/03. Security room addition per Proposal Request No.3.
Reason for ChaD.gc Order;
To increase level of security provided at the Water Treatment Facility.
Am.chments: (List documents supporting change)
\ Rice Lal-e Construction Proposal Scope.
'- , "
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:
Original ContnCll'riee Original Connet Times
Substantioi Completion June 18,2003
57 849 400 00 Final Comnlelion AlI~lISl2. 2003
Nel eh:lnges from previous Change Orders No..=. No .: Ntl chunges from previous Challge Orders NO._lO No~
5 0 ...iL.dllY'
Contract Prioe Prior 10 this enonSe Order ContraCl Times prior to !his Chango Order
SubsWltial Completion June IS, 2003
$7 849 400 00 Final Co"'"letion: AUl!USI2,2003
Net Increase (lncrcs.sc!tloereese) of this Change Order Net Increase (lncrcascIDcen:ase) of this enonsc Order
$169.675.00 cby.s
Contr:let Price with aUapprovc<l Chonge Ordm CanneL Timts with Bnapproved Ch:lI\ge Orders
Substantial Completion
SS.01?075.00 Final COTT11>letion :
RECOMMENDED: ""'PROVED: ACCEPTEO:
8y: By: By:
EnEineer (A\lrhorizcd SignAture) Owncr (Authori:cd Sign.I...) Contr3ctor (Authorized SiSllat\lfC)
Date:: Date: DUle.
EJCDCNo.191()-8-B(1990Edition)
Prepsrod by the Engineers Joint Contract Oocumcnls Commiltee nod endorsed by The Associ'led G...leN11 Con11'3etors of Ame,ie,,-
,
,)
G:\Nldov..\M23330 16\WTI'IChange Ordcn\ChangeOrderNo I doc.doc
APR 10 2003 14:33 507 625 4177 PAGE. 03
04/10/03 14:30 FAX 507 625 4177 BOLTON & MENK ~004
.
CHANGE ORDER
, '-
'J INSTRUCITONS
A. GENERAL INFORMATION
This document was developed to provide a uniform format for handling contract changes that affect
Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be
incorporated into a subsequent Change Order if they affect Contract Price or Times.
Changes that affect Contract Price or Contract Times should be promptly covered by a. Change Order.
The practice of accumulating change order items to reduce the administrative burden may lead to
unnecessary disputes.
If Milestones have been listed, any effect of a Change Order thereon should be addressed.
For supplemental instructions and monitor changes not involving a change in the Contract Price or
Contract Times, a Field Order may be used.
B. COMPLETING THE CHANGE ORDER FORM
Engineer initiates the fonn, including a description of the changes involved and attachment based upon
documents and proposals submitted by Contractor, or requests from Owner, or both. ,
'. Once Engineer has completed and signed the fann, all copies should be sent to Contractor for approval.
"-- ./ After approval by Contractor, all copies should be sent to Owner for approval. Engineer should make
distribution of executed copies after approval by Owner.
If a change only applies to Contract Price or to Contract Times, cross out the part of the tabulation that
does not apply_
,
, )
G:\AndovorIM233301IS\WTPIChsngo OrdersIChsngtOrllcrNo I doc.d~
APR 10 2003 14:33 507 625 4177 PAGE. 04
04/10/03 14:30 FAX 507 625 4177 BOLTON & MENK
.' ~005
APR-1O,.03 THU 0 I : 16 PM RICE LAKE CONTRACTING FAX NO. 2 P. 02
,. .
"~~
,,) ~
- R.ICE. LAKE
CONSTRUCTION GROUP
April 9, 2003
Bolton & Menk, Inc.
1960 Premier Drive
Mankato. MN 56001-5900
ATTN: Jon D. Peterson, P.E.
RE~ Water Treatment Faclllties - Andover, MN
RLC Project No. 02~O8
Gentlemen:
We respectfully request a change order in the amount of $169,675.00.
This is for the addition of the Security System per your request dated
March 31. 2003. This sum breaks down as follows;
Electrical Subcontractor $ 31,496.00
Mechanical Subcontractor $ 2,369.00
'. Door Changes $ 1.200.00
, -~ Painting Changes $ 700.00
Room framing Subcontractor $ 1,560.00
Work by RLC $11,610.00
Security System by Pro-Tee $ 67.850.00
Additional Bond Cost $ 2,332.00
MarcIn $ 4.182.00
Sub -Total 5123.089.00 /
Feb. 4 Security Costs $ 46.586.00
Total Security System $169.675.00 ~J: /
PREMIER COlO5TI'\UOTION (;';his ..,,1< "" extend .._ proj_ct4 weeks and require a time _on 00 ~
this duration. . /
SERVIces SINCE 1984 ~
Please note that no margin was added to Pro~Tec's number. only bond.
. Of:NCMhl. CONTJilACS'r1Nd
. HWT CCNSTTUJC'TIOM If you have any questions. or require additional information, do not
. It@usTRtAL CONS1nUOTl~ hesitate to contact us.
. DrilllCNfSVn,D
. CcfllSTFUJC'TION'MANM'.CNENT
Sincerely,
l!ri Com
Craig . Habighorsl
Co. Ro 12. P.O. Box 517 Project Manager
) DEEl'lWOOD. MN 56444-
, / PHONf(21B) 545-5519
F~ [218\516.7016
APR 10 2003 14:34 507 625 4177
PAGE. 05
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\ ~I
CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923 . WWW.C1.ANDOVER-MN.US
TO: Mayor and Councilmembers
;:
CC: John Erar, City Administratoq'V
FROM: Vicki V olk, City Clerk
SUBJECT: Premises Permit! Andover Lions Club, Cont.
DATE: April 15, 2003
INTRODUCTION
This item was tabled at the April 151 meeting so that further information regarding the utility bills
could be obtained.
,~
\.._J DISCUSSION
The Lions Club has provided copies of the January/February 2003 billings for Pov's Sports Bar.
The amounts shown on the premises permit for utilities are below the $750.00 maximum allowed
by ordinance.
ACTION REQUIRED
The City Council is requested to consider approval of the premises permit to allow the Andover
Lions Club to operate a pull-tab operation at Pov's Sports Bar. Attached is a resolution
approving the request.
Respectfully submitted,
{).:.L' 0$
Vicki V olk
City Clerk
\
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.
CITY OF ANDOVER
COUNYTOFANOKA
STATE OF MINNESOTA
RESOLUTION R
A RESOLUTION APPROVING A PREMISES PERMIT FOR THE ANDOVER
LIONS CLUB TO CONDUCT A PULL-TAB OPERATION AT POV'S SPORTS BAR
AND GRILL..
WHEREAS, the Andover Lions Club has submitted an application to the City of
Andover for a premises permit to operate a charitable gambling operation at Pov's Sports
Bar, 1851 Bunker Lake Boulevard NW; and
WHEREAS, per Minnesota Gambling Control Board requirements, a resolution
must be adopted by the City Council within 60 days of receipt of the application.
, ) NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
,- Andover, Anoka County, Minnesota, that a premises permit for charitable gambling is
hereby approved and granted to the Andover Lions Club subject to the terms outlined in
City Ordinance 258.
BE IT FURTHER RESOLVED that approval is subject to approval of the
application by the State Gambling Control Board.
Adopted by the City Council of the City of Andover this 15th day of April. 2003.
CITY OF ANDOVER
Attest:
Michael R. Gamache - Mayor
Victoria V olk - City Clerk
,J
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-" @
<J CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755.8923. WWW.C1.ANDOVER.MN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administrato~
FROM: Dana Peitso, Human Resources Manager
SUBJECT: Accept February Customer Service Update
DATE: AprillSth,2003
INTRODUCTION
As part of the City of Andover's commitment to excellence, the City of Andover has
implemented a Customer Service Program. Attached is the March data.
DISCUSSION
.. '\ The data is very good. As you can see by the data summary, 100% of the responses were in
0 either the Excellent or Good categories, and 84% of the requests were handled within one week
or less.
ACTION REOUESTED
None, informational only.
Respectfully Submitted
4d-nu~
ana Peitso
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0 CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW.cJ.ANDOVER.MN.US
TO: Mayor and Councilmembers
... I
CC: John Erar, City Administratorl1v
FROM: Will Neumeister, Director of Community Development ~
SUBJECT: Consider Request from Woodland Development/MUSA Swap-Planning
DATE: April 15, 2003
INTRODUCTION
Mr. Byron Westlund, Woodland Development Corporation, has submitted a new request to the City
to consider swapping a 40 acre parcel that is currently in the Metropolitan Urban Services Area
(MUSA) with a 40 acre parcel that is not. The parcel is also in the Rural Reserve Study Area. The
letter is attached that explains the request in detail and the 40 acre parcels they would like to swap
are shown on the attached map.
. \,
'-.j DISCUSSION
The City Staff have discussed the letter and found that there are number of issues that need to be
discussed by the Council regarding this request before staff commits additional time:
The first issue that the Council needs to consider is why would the City want to entertain this
request. The land that Mr. Westlund would like to swap is already within the MUSA? The
timing and phasing plan of the current Comprehensive Plan provides for a logical progression
of the growth areas over the next twenty years. This change will require a Comprehensive Plan
Amendment to be processed.
Second issue is that this will take time to conduct a technical study by staff to determine if this
will even be possible from a number of different development perspectives. Staff feels that
considerable time may need to be spent to study this issue and an escrow should be paid by the
developer before this is done.
The other issues that surfaced in a brief discussion on this included the following:
. How can utilities and streets be extended across land that is in the Agricultural Preserve?
(City Attorney will need to be involved in this answer)
. )
'-'
. The land would have only one way in and one way out. The public safety and emergency
personnel would need to be apprised of the request and would likely object to this type of
': single access development plan.
\~J
. Modifications would need to be processed to the Comprehensive Plan and potentially the
Rural Reserve Area. There would need to be final approvals to these planning documents
by the Metropolitan Council.
. The changes to allow the new 40 acre area to be developed would be a rather large
surprise to the residents of Nightingale Estates and Wittington Ridge, since the issue of
developing the area to the west was discussed about 15 months ago when the
Comprehensive Plan was adopted.
. If Council concurs with this request, staff recommends a $2,500 escrow to allow time
spent to be charged against that escrow.
ACTION REQUESTED
The City Council is asked to review the letter and provide direction to staff on Mr. Westlund's
request.
\ Respectfully submitted,
\.j ;J&(~
Will Neumeister
Attachments:
Letter from Mr. Westlund
Location Map
Cc: Byron Westlund, 13632 Van Buren 8t. NE, Ham Lake, MN 55304
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RECEIVED
March 28. 2003 . M~R ., 8 c;<
.., L L\..
Mr. Will Neumeister CITY OF ANDOVER
Director of Community Development
CllY OF ANDOVER
1685 Crosstown Boulevard
Andover, MN 55304
RE: RURAL RESERVE
Dear Mr. Neumeister:
On Tuesday, March 25, 2003, Ken Slyzuk and I met with you and Dave Berkowitz, city engineer. In that
meeting we proposed a change to the rural reserve by way of a land swap. The following is an outline of
our discussion:
Attached is Exhibit B which identifies two 4Q-acre parcels of land.
\"j PARCEL A
This parcel is currently owned by the Slyzuk family and is included in the MUSA boundary and has been
excluded from the rural reserve. This parcel is not in ag preserve. It is our understanding that this 40
acres, which is to be confirmed by Dave Berkowitz, has been included in calculations for sanitary sewer
capacity and flow.
PARCEL B
This parcel is currently included as part of the proposed rural reserve. The property is outside of the MUSA
service area. It is not in ag preserve and would be able to be serviced with sanitary sewer through a small
lift station through the Woodland Estates Fourth Addition, which includes the Pinewood trunk sewer
extension.
It is the proposal of the Slyzuk family and Woodland Development that we exchange Parcel A for Parcel B.
In this exchange Parcel A would be included in the proposed rural reserve as not to affect the 1,000 acres
that has been currently under consideration by the city of Andover. This parcel would also be taken out of
the MUSA boundary line and would be put into the 2020 MUSA expansion.
We would then include Parcel B through a request from Woodland for a Comp Plan amendment requiring
approval by the city council to be included in the MUSA boundary for future development in the year 2004
and beyond. It is our intent to exchange 40 acres for 40 acres so nothing would be added or taken away
from anything that is either currently existing or under proposed consideration.
In our meeting on the 25th, we outlined three areas of concern, which I believe will have no negative impact
to the city for MUSA expansion and/or its consideration of rural reserve. By swapping the two parcels, we
~J are not adding any capacity or flow to the existing sanitary sewer system of the Pinewood trunk. In our
preliminary design and sketch we are looking at approximately 100 lots in Parcel B and the existing five
acre parcel adjacent to the west boundary of Woodland Estates -Fourth. A lift station could be used in this
-3-
13632 Van Buren St. NE Ham Lake, Minnesota 55304 (763) 427-7500 FAX: (763) 427-0192
www.woodlanddevelopmentcorp.com
Mr. Will Neumeister
March 28, 2003
Page 2
f "-
I. ~) area to service those approximately 100 units. If staff and council agree to this type of swap, this parcel of
land could be looked at for possible development in the year 2004.
A second issue that was discussed at our meeting was whether or not there was a legal opinion for
crossing ag preserve land with pipes and roads. The five acre parcel is currently in ag preserve and would
not be removed from that classification until the year 2010. Can we legally cross this ag preserve land with
pipes and roads in order to service this 40 acres known as Parcel B? It is our opinion that we have already
set precedent for this as there was a small strip of ag preserve on the southerly boundary in Woodland
Estates Second Addition which we crossed with streets, sanitary sewer mains, water mains, storm sewer
and utilities (telephone, cable TV, natural gas). This small strip of land was also included as part of the lots
that were along the southern line of Woodland Estates Second Addition. There have been no ramifications
for this from either the county or the state. We believe this issue has been addressed,
The third issue that was discussed in our meeting was whether or not members of the fire and safety
committee would be comfortable in approving a plat that basically has one entrance in and one entrance
out if development were allowed on Parcel B. Please remember that this is a temporary concern. As you
know, property owners to the west of Woodland Estates Second, Third and Fourth Additions have begun
removing their properties from the ag preserve classification. The rural reserve study proposes to bring a
sanitary sewer main line up from Bunker Lake Boulevard through Woodland Creek Golf Course and
continue through one of the proposed -Area Onew rural reserves. The future development will attach or
abut to Parcel B and would extend roadways and access points as development begins in this area. I
would also like you to note that there are other areas in the city of Andover that can be identified as having
only one ingress and egress. One particular area is immediately to the east of the Woodland Creek Golf
Course. There are also areas within the Shadowbrook development on the east side of the city of Andover.
, \ At one point there was an extremely long street from the Chesterton Commons area, which we ended up
\. ) connecting to on the southerly end of Woodland Oaks. This would be a similar situation where Parcel B
would be developed with street accesses for future subdivisions to connect to. This can be worked through
with city staff and city council.
We ask that you present this to city council at your earliest convenience. We thank you for the meeting
that was held on Tuesday, March 25th and for your input and suggestions and look forward to working with
you in the future on projects such as these.
6:'01" D .LL~
ll,mhtlU"d
Execu ve Vice President
bma
Enclosure
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, CITY OF ANDOVER
\ /
-
1685 CROSSTOWN BOULEVARD NW.. ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755-8923. WWW.CI.ANDOVER.MN.US
TO: Mayor and Councilrnembers
FROM: John F. Erar, City Administrator
SUBJECT: Schedule Council Workshop - 2003 Budget Reduction Plan
DATE: April 15, 2003
INTRODUCTION
Staff has prepared a proposed 2003 Budget Reduction Plan to address potential state aid cuts in
2003. While it remains unclear given recent legislative debate regarding the scope of the proposed
state aid cuts, it appears likely that the Governor will sign legislation calling for a significant
reduction in state aid to cities. As the legislature still has approximately 4 weeks left in the regular
session, City administration has taken a cautious approach in developing a budgetary reduction plan
to avoid being either premature or over-reactive to the myriad legislative proposals still being
considered in the state legislature.
\
\...j DISCUSSION
Council is respectfully requested to schedule a Council workshop to review the proposed 2003
Budget Reduction Plan and consider department spending reduction proposals along with certain
revenue enhancement options to help buffer the impact of these state aid reductions.
The following dates are being proposed for Council consideration: Tuesday, April 29th or Thursday,
May 1,2003 at 7:00 p.m. The management team will be in attendance to respond to any questions or
concerns Council may have regarding the effect the proposed spending reductions may have on
department operations and services.
BUDGET IMPACT
Total budgetary spending reductions, reallocations and revenue enhancement proposals are being
calculated to equal anticipated state aid reductions of $590,000. At this point, it remains unclear
whether the legislature will enact preliminary aid reduction figures. Consequently, staff continues to
monitor legislative discussions as they relate to state aid cuts to local government.
ACTION REQUIRED
Schedule a Council workshop for either Tuesday, April 29 or Thursday, May 1,2003 at 7:00 pm.
\
</
Respect.fullY/-Mmitted,
, " ~
. J/~
\ , John . Erar
-
. 'City Administrator
,
'-J
.- ...
,~/ ,
CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N'w.. ANDOVER, MINNESOTA 55304. (763) 755.5100
FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US
,
April 11 , 2003
Council Members
o rtle I ,
Jacobson,
Knight
Trude.
I have had requests from two council members to run the meetings with a stricter eye
towards parliamentary procedures. They feel it will help us move the meetings along
. and I am willing to give it a try. I have not done this in the past because it has not been
done in the past, but with our growing agendas it is probably a good idea to try it and
see how effective it is.
I will begin the new procedures at our April 15th meeting so I am requesting that you ask
to be recognized before speaking. I will do my best to recognize you as soon as the
floor is open and would appreciate your help as we institute this new procedure.
Thanks again,
Z~::~~
.
,
,
, , CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755.5100
FAX (763) 755.8923. WWW.C1.ANDOVER.MN.US
TO: Mayor and Council Membe
FROM: John Erar, City Administrator
SUBJECT: Supplemental Agenda Items for pril 15 2003 Council Meeting
DATE: April 15, 2003
The City Council is requested to review the supplemental material for the following Agenda
Items:
Accept Additional Information under Consent Items
. Item 8. Approve Final Plat/Woodland Estates 4th Addition - Planning
. Item 19. Award Bid/Streets & Utilities/02-48/Shady Oak Cove (Supplemental). Engineering
Accept Additional Information under Discussion Items
. Item 21. Receive Anoka County Sheriffs Department Monthly Report (Supplemental) -
Sheriff
. Item 24. Approve Designation of Rural Reserve Area (continued from January 21,2003) -
Planning
. Item 29. Receive Information/Constance Free Church Letter (Supplemental) - Engineering
Respectfully submitted,
John F. Erar
City Administrator
@
CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755.5100
FAX (763) 755-8923. WWW.cJ.ANDOVER.MN.US
TO: Mayor and Councilmembers
CC: John Enu, City Admini_to, ~
Will Neumeister, Community Develo . nt Director
FROM: Courtney Bednarz, City Plannet!
SUBJECT: Revised Resolution/Approve Final Plat/Woodland Estates 4th Addition - Planning
DATE: April 15, 2003
INTRODUCTION
A revised resolution for this item is attached.
DISCUSSION
A condition of approval has been added to require a trail easement between Uplander Street NW
and the new City Park that was discussed as a part of the preliminary plat but has not yet been
provided.
ACTION REOUESTED
Please adopt the attached resolution approving the final plat.
Attachment
Resolution
Cc: Woodland Development 13632 VanBuren Street NE Ham Lake, MN 55304
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO
A RESOLUTION APPROVING THE FINAL PLAT OF "WOODLAND ESTATES 4TH
ADDITION" AS BEING DEVELOPED BY WOODLAND DEVELOPMENT LOCATED IN
THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF
SECTION 22, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LEGALLY
DESCRIBED AS FOLLOWS:
The north half of the north half of the southwest quarter of Section 22, Township 32,
Range 24, Anoka County, Minnesota.
WHEREAS, the City Council has approved the preliminary plat ofthe project to be known as
"Woodland Estates 4th Addition"; and
WHEREAS, the Developer has presented the final plat of Woodland Estates 4th Addition; and
WHEREAS; the City Engineer has reviewed such final plat for conformance with the
preliminary plat.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to
hereby approve the final plat of Woodland Estates 4th Addition contingent upon receipt of the
following:
L The City Attorney presenting a favorable opinion,
2. Security to cover legal and engineering costs as determined by the City Engineer.
3. The developer shall provide an escrow for the uncompleted grading of the site which
is to be determined by the City Engineer or if the site grading is completed, a letter
from the developer's engineer that lots are graded according to the approved grading
plan.
4. The final plat shall not be signed by the Mayor and Clerk until there is an executed
Development Contract & all associated fees, escrows and bonds have been paid.
5. Developer is responsible for obtaining all permits from U.S. Army Corps of
Engineers, DNR, LGU, Coon Creek Watershed District, MPCA and any other agency
that may be interested in the site.
6. Park dedication shall be paid as determined by the Park and Recreation Commission
under the terms of Ordinance 10.
7. An additional easement shall be dedicated to allow the City access to a manhole and
storm sewer conduit located west of Lot 23, Block 3, outside the plat. This easement
shall be dedicated with a separate document.
8. Temporary road easements shall be provided for the temporary cul-de-sacs to be
located at the end of Quinn Street NW and l52nd Lane NW. These easements shall be
dedicated with a separate document that is structured to expire upon the extension of
these roadways.
9. Outlots A and B shall be eliminated by being combined with property to the west of
the plat.
10. A twenty foot wide trail easement shall be provided between lots 13 and 24, Block 3
to allow a trail to be constructed from the end of the cul-de-sac on Uplander Street
NW through the park to 152nd Lane NW. This easement shall be dedicated with a
separate document.
Adopted by the City Council of the City of Andover this _ day of ,2003.
CITY OF ANDOVER
ATTEST:
Victoria V olk, City Clerk Michael R, Gamache, Mayor
0J
CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD NW. . ANDOVER, MINNESOTA 55304. (763) 755-5100
FAX (763) 755.8923 . WWW.CI.ANDOVER.MN.US
TO: Mayo, ",d Couodl Momb"~
CC: John Erar, City Administrator -'-"
FROM: David D. Berkowitz, City Engineer
SUBJECT: 19. Award Bid/02-48/Shady Oak Cove (Supplemental) - Engineering
DATE: April 15, 2003
INTRODUCTION
The City Council is requested to receive bids and award the contract for Project 02.48, Shady Oak Cove.
DISCUSSION
Bids received are as follows:
Contractor Bid Amount
Redstone Construction Co., Inc. $162,544.52
Dave Perkins Contracting Inc. $165,31300
Friedges Contracting Co. $169,069.85
Burschville Construction, Inc. $181,996.50
Kober Excavating, Inc. $188,740.80
Northdale Construction Co., Inc. $192,894.63
Don Zappa & Sons Excavating, Inc. $202,886.00
C&L Excavating, Inc. $206,848.20
North Pine Aggregate, Inc. $294,560.50
Engineer's Estimate $206,185.00
BUDGET IMP ACT
The project will be funded by developer assessments as identified in the feasibility report.
ACTION REQUIRED
The City Council is requested to approve the resolution accepting bids and awarding the contract to
Redstone Construction Co., Inc. in the amount of $162,544.52 for Project 02-48, Shady Oak Cove.
Respectfully submitted,
~Q.~~~t
David D. Berkowitz Y
cc: Mike Quigley, Emmerich Development Corp., 1875 Station ParkwayNW, Andover
CITY OF ANDOVER
COUNTY OF ANOKA
STATE OF MINNESOTA
RES. NO.
MOTION by Council member to adopt the following:
A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT FOR THE
IMPROVEMENT OF PROJECT NO. 02-48 , SHADY OAK COVE.
WHEREAS, pursuant to advertisement for bids as set out in Council Resolution No.
049-03 ,dated March 18, 2003, bids were received, opened and tabulated according
to law with results as follows:
Redstone Construction Co., Inc. $162,544.52
Dave Perkins Contracting Inc. $165,31300
Friedges Contracting Co. $169,069.85
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover
to hereby accept the bids as shown to indicate Redstone Construction Co.. Inc. as
being the apparent low bidder.
BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter
into a contract with Redstone Construction Co., Inc. in the amount of $162,544.52 for
construction of the improvements; and direct the City Clerk to return to all bidders the
deposits made with their bids, except that the deposit of the successful bidder and the next
lowest bidder shall be retained until the contract has been executed and bond
requirements met.
MOTION seconded by Council member and adopted by the
City Council at a reqular meeting this 15th day of April , 2003 , with
Council members voting in favor
of the resolution, and Council members voting
against, whereupon said resolution was declared passed.
CITY OF ANDOVER
ATTEST:
Michael R. Gamache - Mayor
Victoria Volk - City Clerk
APR-15-2003 08:07 TKDA 651 292 0083 P,02
~
TKDA
ENGINEERS. ARCHITECTS. PLANNERS 1500 P'JIlar JaRray Plaza
444 Cada! struBI
SainI Paul, MN 55101.2140
April 15,2003 (651)292-4400
(651) 29HI083 Fall
www.tkda.com
Honorable Mayor and City Council
City of Andover, Minnesota
Re: Shady Oak Cove Street and Utility Improvements
City Project No. 02-48
Maple Hollow Street and Utility Improvements
City Project No. 02-50
City of Andover, Minnesota
TKDA Commission Nos. 12715-02 and 12714-02
Dear Mayor and City Council:
Bids for the referenced project were received on April 11, 2003, with the following results, A complete
Tabulation of Bids is enclosed for your information.
Contractor Shady Oak Cove Maple Hollow Grand Total Bid
Redstone Construction Co., Inc. $ 162,544.52 S 57,322.97 $ 219,867.49
Dave Perkins Contracting Inc. S 165,313,00 $ 58,133.00 $ 223,446.00
Friedges Contracting Co. S 169,069.85 S 60,760.15 S 229,830.00
Burschville Construction, Inc. $ 181,996.50 $ 63,041.50 $ 245,038.00
Kober Excavating, Inc, $ 188,740,80 S 65,231.65 $ 253,972.45
Northdale Cons~tion Co., Inc. S 192,894.63 $ 74,215,82 $ 267,110.45
Don Zappa & Son Excavating, Inc. $ 202,886.00 $ 68,659.40 $ 271,545.40
C&L Excavating, Inc. S 206,848.20 $ 65,600.59 $ 272,448.79
North Pine Aggregate, Inc. $ 294,560.50 $ 96,618.00 $ 391,178.50
Engineer's Estimate $ 206,185.00 $ 70,304.50 $ 276,489.50
Recommendation
We reconunend that you award the Contract for Shady Oak Cove Street and Utility Improvements to the
low bidder, Redstone Construction Company, Inc. for their bid of $162,544.52.
Please do not hesitate to call me with any questions or comments you may have,
Sincerely,
Paul T, Hornby, P,E.
Project Manager
PTH:art
Enclorure
An EmploytB Owntd Comp~ny PtomoNng Atfirmatflfl/ At;1ion IlId Equal OppoTfUnl1y
TOTAL P.02
^~~ .- ~~~- --.~- c~.. -O~ "'DO"7 OI""'l~C i,;l.,
@
CITY of ANDOVER
1685 CROSSTOWN BOULEVARD N.W. 0 ANDOVER, MINNESOTA 55304 0 (763)755.5100
FAX (763) 755-89230 WWW.C1.ANDOVER.MN.US
TO: Mayor and councilmembers~
CC: John Em. City Admini"'at~
FROM: Captain Dave Jenkins - Sheriff/Patro ivision
SUBJECT: Receive Anoka County Sheriffs Department Monthly Report. Supplemental
DATE: Aprill5,2003
INTRODUCTION
Attached is a copy of the March monthly report.
DISCUSSION
To be verbally presented.
ACTION REOUIRED
For Council information.
Respectfully submitted,
Captain Dave Jenkins
Anoka County Sheriffs Office
B. CITY OF ANDOVER - MARCH, 2003
Current Mo. Last Month YTD LAST YTD
Radio Calls 730 669 2109 2,126
Burglaries 5 2 11 22
Thefts 61 44 150 132
Crim. Sex 0 2 3 1
Condo
Assault 13 4 24 21
Dam to Prop. 29 27 92 57
Harr. Comm. 11 2 18 17
Felony Arrests 6 1 14 28
Gross Mis. 3 2 14 13
Misd. Arrests 28 11 61 98
DUI Arrests 3 2 9 12
Domestic Arr. 3 1 10 18
Warrant Arr. 17 8 42 26
Traffic Arr. 88 86 267 536
Community Service Officer Report
C. CITY OF ANDOVER - MARCH, 2003
Current Month Last Month YTD Last YTD
Radio Calls 173 122 410 302
Incident Report 83 50 202 243
Accident 22 15 52 23
Assists
Medical Assists 0 0 0 4
Aids: Public 83 81 233 173
Aids: Agency 112 125 353 294
Veh. Lock Out 31 34 94 98
Extra Patrol 90 132 370 345
House Checks 32 51 101 0
Bus. Checks 27 21 59 151
Animal Compl. 54 31 118 112
Traffic Assist 4 7 13 9
@
CITY OF ANDOVER
1685 CROSSTOWN BOULEY ARD N.W. . AND OYER, MINNESOTA 55304 . (763) 755-5100
FAX (763) 755.8923. WWW.cl.ANDOYER.MN.US
TO: M.yo, ""d Coundlm,mb,,,, ~
CC: Jim Dickinson, Finance Director
FROM: Will Neumeister, Director of Commumty Development U~
SUBJECT: Approve Designation of Rural Reserve Area (supplemental)--Planning
DATE: April 15, 2003
Attached are a few items that Council may need to make the rural reserve designation:
. Two maps of the owners in Area I and Area 2 showing who was interested in urban density
development and who was not. This was done after the open house meetings last summer.
. An e-mail received today from Mr. and Mrs. Killoran who own land in Area 2. They received a
letter from me about 10 days ago explaining the staff is still recommending Alternative 1 A.
. Minutes of the last Council meeting on March 18,2003, when the Metropolitan Council
representative was present.
Rural Reserve Study
Scenario One
Property Owner Response as of 7.10.02
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Scenario One (1,003 Acres) W~E
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.
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7.10.02
Rural Reserve Study
Scenario Two
Property Owner Response as of 7.10.02
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Regular Andover City Council Meeting
Minutes - March 18, 2003
Page 8
... RECEWE RESPONSE FROM METROPOLITAN COUNCIL ON RURAL RESERVE
QUESTIONS (CARRYOVER FROM JANUARY 21, 2003)
Community Development Director Neumeister stated the Council last discussed the Rural Reserve
Area on January 21, 2003. At that meeting there was discussion and questions that needed a
response from the Metropolitan Council.
Ms. Vicki Sprague responded to the Council's questions. She stated density is based on the gross
acreage of the property minus the wetlands, major highways of two hundred feet of frontage or more,
less the park lands and any other lands they would protect by Ordinance which would leave them
with a net acreage or buildable acreage. She stated when they are dealing with urbanization of an
area, they deal with buildable acres. Whenever they deal with rural areas, they deal with gross acres.
Councilmember Trude stated the reason they did the study was to look at if they were to urbanize and
it was not an assumption. Ms. Natalie Steffen stated the City was asked to engage in the study and it
was to determine one thousand buildable acres. The City was not sure they could do this but they
were trying to get the 2020 plan approved. It was done with the idea that they would come up with
the buildable acres.
Discussion ensued in regard to what is considered buildable acres and what was agreed to in the
contract.
Councilmember Jacobson stated they would need to look at a huge area in order to get buildable
acres. City Administrator Erar stated at the time this was being negotiated, the recollection he had
was that the City needed to recognize a minimum of one thousand acres of rural reserve that was
based on buildable standard. They did discuss the fact that not all of this was buildable because of
the fact that there were wetlands and areas that were designated as part of the flood plain. He stated
they did discuss that in order to establish one thousand acres of rural reserve, the process would take
them through identifying land that was developable versus what was not. The areas they currently
have are very close to the thousand acres of rural reserve. He stated the Council made no stipulation
on density levels. The issue at that point was the rural reserve was related to developable property.
Councilmember Knight stated in that case, one thousand acres does not apply because the acreage
would be much more, if buildable, Mayor Gamache stated he thought they had one thousand acres
already chosen so he did not think they would be short of acreage.
Mr. Neumeister showed a map of the areas in question.
Discussion continued as to what areas were considered buildable,
Mr, Tom Bollig, 3060 South Coon Creek Drive, stated he lives on 2.5 acres that will be included in
the one thousand buildable acres and he believed the costs would outweigh any benefit to getting
sewer and water in. He cannot see how they can put the burden on a certain neighborhood.
Regular Andover City Council Meeting
Minutes - March 18, 2003
Page 9
Councilmember Orttel stated the City has never forced a resident to sell property and being in the
rural reserve, does not mean they have to get sewer and water. They can petition to get it.
Discussion continued in regard to the one thousand buildable acres versus one thousand gross acres.
Ms. Steffen stated in question number two there is nothing in the CIP to enrich the capacity. She
stated one of the restraints is that if they do not have infrastructure, and they come in with a plan
amendment, they do not have infrastructure.
Councilmember Trude stated their study was a good planning document and the engineers spent a lot
of time and they found out that the capacity in the Coon Rapids interceptor could service all of the
areas in their map. She did not know if it made sense for the fifty year plan to oversize the pipe of
the first section ofland. Mr, Erar stated the sewer study does provide for an option of over sizing.
Mr. Jim Knoll, 14817 Round Lake Boulevard, stated they did get an answer from the Met Council
regarding timing and there seems to be a dispute as to whether their interpretation is correct or not.
He thought it might be appropriate for the Council to make a motion to accept this explanation.
Mayor Gamache stated he did not think a motion was necessary because the contract they signed
with the Met Council was adequate.
~
P LIC HEARING/VACATION OF ROADWAY EASEMENT/17473 FLINTWOODSTREET
NW
Community De lopment Director Neumeister explained the property owner has requested that the
existing 33-foot ro ay easement bordering the south end of the property be vacated. A 10- foot
drainage and utility ease nt will be established in its place bordering the south end of the property.
The subject property con . a significant amount of wetlands. The south end of the property
provides the most buildable area ere the property owner wishes to construct a home.
Mayor Gamache left the meeting at 9:25 p. and Councilmember Orttel presided over the rest of the
meeting.
Motion by Trude, Seconded by Jacobson, to open the p lic hearing at 9:30 p.m. Motion carried
unanimously.
No one wished to address the Council.
Motion by Jacobson, Seconded by Knight, to close the public hearing at 9:30
unanimously,
Councilmember Jacobson stated they can delete the paragraph under the second whereas beca
a duplication.
Page 1 of 1
Will Neumeister
From: JoelDKilloran@aol.com
Sent: Tuesday. April 15, 2003 12:25 PM
To: wneumeister@CI.ANDOVER.MN.US
Subject: Rural Reserve Area; City council meeting on April 15,
Mr. Will Neumeister
Community Development Director
City of Andover, MN 55304
Dear Will:
We recently received notice of subject meeting. Since we are out of state, we will not be able to attend the
meeting but desire to convey our thoughts to the Council.
We own property North of Constance Church in Area Two. We attended the Council meeting January 21, 2003.
We are familiar with the Staff recommendation and with the pros and cons of this matter.
We fully support the recommendation of Staff. We believe their recommendation to be most logical considering
existing and potential sewer and water capacity with due consideration to cost. We believe you and your staff
have done a commendable job in researching and submitting this recommendation.
Sincerely,
Joel D. and Lila M. Killoran
Current Ph: 480-443.1268
4/15/2003
0-;)
City of Andover
1685 Crosstown Boulevard N.W.. Andover, Minnesota 55304. (763) 755-5100
Fax (763) 755-8923 . www.ci.andover.mn.us
TO: Mayor and Council Members
CC: John Erar, City Administrator
FROM: David D. Berkowitz, City Engineer
SUBJECT: 29. Receive Information/Constance Free Church Letter (Supplemental) -
Engineering
DATE: April 15, 2003
INTRODUCTION
The City Council is requested to receive the attached additional information regarding the
assessment for Meadow Creek Church to show an example on how the City has assessed church
property in the past.
Respectfully submitted,
0~Jlo.~
David D. Berkowitz
cc: Pastor Jim Barber, Sr. Associate Pastor Constance Free Church, 16150 Crosstown Blvd. NW,
Andover, MN 55304
CITY of ANDOVER
(
MEMORANDUM -
TO: city Staff
COPIES TO:
FROM: James E. Schrantz, City
DATE: January 1991 ./
REFERENCE: .1991 Charqes for Sewer and Water
SANITARY SEWER
Trunk
vSewer Area charge $912/acre
Sewer Connection Fee
(Commercial Connection Fee Rate = 1
Connection Fee for Each SAC Unit) $244.43/unit
Laterals $22/F.F. (Estimate)
Hookup Permit Fee (Sewer) $40.50
Sewer Availability charge (Metro) $650 - January 1, 1991
Plumbing ? (Homeowner contracts for)
WATER JS
TSS (Trunk, Source and storage) Y ufl';vfP ')
~1/(b
P pi
Water Area Charge . J.' $'972/acre ~ :$ r
~/lJJo;: Water Residential/REC {l(Jnne 10,1 ah~lljtt.. $1055/unit '" 2-t,.oQ ~
~.e.-- Non-Residential I $527.50/unit or
(!I)()~h (wee.. )~/(:)S~.~/u,.,,'.j (un; = J.JZ. I?~S:"--I-s $5275/acre - whichever
peG Ac.fJ.L) is largest
IOSS'K 2.,:5 =;Lc..37.S-0 )(C-.o(.t-k. == IS<:J"l'3.;J...:;;"
Laterals SZ-75 3/, CD D $22/F.F. (Estimate)
.---
Water Meter 5/8" -- $120
Water Meter Fee $50.50
Plumbing i ? (Homeowner contracts for)
USER RATES
Water $7.00 minimum $5 + $.94/1000 gal
Sewer A - Area $8.00 per month
B - Area $12.00 per month
ENR December 10, 1990 4799 1991 average of 4920
-' (Estimated)
Mpls. - st. Paul
Construction
Meadow Creek Church
January 25, 1991
Page Two
!
j SAC
, Church = 22,528 S.F.
i . -
1 1 Unit = $650.00 (275 seats)
; 781 = 2.84 (3)
275 $ 1,950.00
Sewer
Sewer Connection Fee
3 SACs x $244.43 733.29
Sewer Area Charge $9l2/acre
$912 x 6.06/acre 5,526.72
Permit and Surcharge 40.50
Water
Water Area Charge PAID
Water Connection Charge (WCC) 15,983.25
$1,055/unit unit=l Residence
1 acre=2~ Residences
$1,055 x 2.5 = $2,637.50 x 6.06 acre = .15,983,25)
Water Permit and Surcharge 50.50
Water Meter to be paid when size is determined ~ . . .
NOTE:
Shortage on front footage for parcel #0005 as follows
Paid for 150.90' at $17.50 L.F. = $2,640.75,',,'
Remaining 2:26.38' @ $22.00 L.F. = $4,980.36
Total $29,264.62
Legal Description for Sewer Area Charge -
Part of 33 32 34 23 0005 .
That part of S.W.~ of N.W.~ of Sec. 33, T 32, R 24 as follows
the South 700' of the West 377.28' of the East 777.28'
If you have any questions, please call.
Sincerely,
Q..:.;J~
David Almgren
Building Official
DA/jp - ---
.
CITY OF ANDOVER
1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755.5100
FAX (763) 755.8923. WWW.CLANDOVERMN.US
TO: Mayor and Councilmembers
CC: John Erar, City Administrator
Jim Dickinson, Finance Director
FROM: Lee Brezinka, Assistant Finance Director
SUBJECT: Payment of Claims
DATE: April 15,2003
INTRODUCTION
Attached are disbursement edit lists for claims related to the on going business of the City of
Andover.
DISCUSSION
Claims totaling $247,321.20 on disbursement edit lists #1-3 from 04/04/03 thru 04/11/03 have
been issued and released.
Claims totaling $783,995.25 on disbursement edit list #4 04/15/03 will be issued and released
upon approval. This includes a debt service payment of$96,348.75.
BUDGET IMP ACT
The edit lists consist of routine payments with expenses being charged to various department
budgets and projects.
ACTION REOUIRED
The Andover City Council is requested to approve total claims in the amount of $1,031,316.45.
Please note that Council Meeting minutes will be used as documented approval rather than a
signature page,
Respectfully submitted,
rL75~
Lee Brezinka
Attachments
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d1~N4L -
W
DATE April 15, 2003 I t
ITEMS GIVEN TO THE CITY COUNCIL ~~
.,
~ Business Journal Article
~ March 2003 Monthly Building Report
~ The Connection
~ Woodland Estates 4th Addition Final Plat
~ Fire Station Study
~ Constance Corners Feasibility Report
PLEASE ADDRESS THESE ITEMS AT THIS MEETING OR PUT THEM ON
THE NEXT AGENDA.
THANK YOU.
G:IDA T AIST AFFIRHONDAA\AGENDAICCLlST.DOC
I i I I i ,f} /
TO: Mayor and City Council I /vfI./ I MARCH
I
FROM:[David Almgren , i Tt7r :
RE: i2003Monthlv Buildinq Rep..2f!j t i I
I T I I
BUILDING PERMITS i I
Permit/Plan Tax Total Valuation
10 Residential 7 S.F. 1 Septic 2 Townh. $ 23.779.66 $ 899.50 . $ 24,679.16 $ 1,799,000.00
2 Additions $ 1,747,02 $ 39.85 $ 1.786.87 $ 79,700.00
3 Garages $ 802.47 $ 12,95 $ 815.42 $ 25,900.00
11 Remodeling/Finishing I $ 550.00 $ 5.50 $ 555.50 $ -
1 Commercial Building $ 728.89 $ 15.00 $ 743.89 $ 30.000.00
o Pole Bldos/Barns $ - $ - $ - $ -
o Sheds I T $ - $ - $ - $ -
4 Swimmina Poolsl $ 785.20 $ 22.15 $ 807.35 $ 44,300,00
o Chimney/Stave/Fireplace $ - $ - $ - $ -
2 Structural Chanqes I $ 639.03 $ 12.35 $ 651.38 $ 24,200.00
2 Porches/Decks/Gazebos $ 423.88 $ 6.85 $ 430.73 $ 13,70000
o Repair Fire Damaae $ - $ - $ - $ -
14 Re-Roof/Sidina 1 $ 700.00 $ 7.00 $ 707.00 $ -
1 Other I 1 $ 2.360.41 $ 88.75 $ 2,449.16 $ 177,500.00
o Commercial Plumbina $ - $ - $ - $ -
o Commercial Heatina $ - $ . $ - $ -
o Commercial Fire Sprinkler $ - $ - $ - $ -
o Commercial Utilities $ - $ - $ - $ -
o Commercial Gradina $ - $ - $ - $ -
1
50 SUBTOTAL $ 32.516.56 $ 1,10990 $ 33,626.46 $ 2,194,300.00
PERMITS FEES COLLECTED
50 Buildina Permits $ 32,516,56 $ 1,109.90 $ 33,626.46
o Aa Buildina $ - $ . $ -
o Curb Cut $ - $ - $ -
o Demolition $ - $ - $ -
1 Footina $ 15.00 $ - $ 15.00
1 Renewal $ 82.38 $ . $ 82.38
o Movina $ - $ - $ -
22 H eatina $ 975.00 $ 11.00 $ 986.00
11 Gas Fireplaces $ 440.00 $ 5,50 $ 445.50
20 i Plumbino $ 1.386,00 $ 10.00 $ 1 ,396.00
451 Pumpina $ 225.00 $ - $ 225.00
2'Septic New $ 150.00 $ 1.00 $ 151.00
1 Septic Repair $ 50.00 $ 0.50 $ 50.50
9 Sewer Hook-Up $ 225,00 $ - $ 225.00
9 Water Meter $ 450.00 $ - $ 450.00
o Sewer Chanoe Over $ - $ - $ -
o Water Chanae Over $ . $ - $ -
9 Sac Retainaae Fee $ 114.75 $ - $ 114.75
9 Sewer Admin. Fee $ 135,00 $ - $ 135.00
10 Certificate of Occuoancy $ 40.00 $ - $ 40.00
10 License Verification Fee $ 50.00 $ - $ 50.00
o Reinspection Fee $ $ - $ -
17 Contractor License $ 510.00 $ - $ 510.00
21 Rental License $ 1,575.00 $ - $ 1,575.00
o Health AuthoritV $ - $ - $ -
247 TOTALS $ 38,939.69 $ 1,137.90 $ 40.077.59
I
Total Number of Homes YTD 2003 20
Total Number of Homes YTD 2002 44
Total Valuation YTD - , 2003 $ 4,757.146.00
Total Valuation YTD . 2002 i$ 8,919,466.96
Total Buildina Department Revenue YTD- 2003 1$ 89,647,02
Total Buildina Department Revenue YTD- 2002 1$ 143,751.70
"
I ~S~tJ
U
3535 Vadnais Center Drive, SI. Paul, MN 55110.5196 651.490.2000 651.490.2150 FAX
J architecture . engineering . environmental . tTanSpoTtatio-n
1. April 10, 2003 RE: Fire Service Study
u City of Andover Fire Service Study
SEH No. A-ANDOY0304.00
r'1
U
1 Chief Dan Winkel
L.J Fire Chief
Andover Fire Department
~ St. I - 13875
LJ Andover, Minnesota 55304
J Dear Chief Winkel:
Outlined herein is a summary of the findings that SEH has gathered concerning the City of Andover's Fire
'1 Service Study. The purpose of this study was to determine how to improve fire and EMS protection for the
citizens of Andover in the near and foreseeable future. SEH, a nationally recognized architectural,
L.J environmental, engineering, and specialty consulting firm has been in existence for over 75 years. Key staff
'1 assigned to this project included Mr. Ed Mishefske, a Fire Operations Specialist with over 23 years of
experience; Ms. Nancy Schutlz AlA, an Architect with over 20 years of experience in Public Facilities; Mr.
1-1' Todd Blank, PE, a Civil Engineer with 16 years experience and resident of Andover; and Mr. David
McKenzie, PE, SEH's Railroad Specialist with 15 years of experience in the railroad industry.
,..,
U Summary of methodology:
J The methodology used for this study included the following:
n Gathered background information on existing response times, location of fire fighters, population growth
J and demographics, railroad and transportation issues, proposed site criteria, space needs, ISO rankings
and cost statistics.
n Conducted a tour of existing conditions.
'1 n Preformed a general Space Needs Assessment for the proposed needs for a new Fire Station.
U
n Determined probable costs of construction and probable project costs.
1 n Documented observations and findings for each critical issue associated with fire and EMS protection.
LJ Provided recommendations as they relate to each critical issue.
n
'1 Summary of the findings and recommendations:
\..J
After gathering background information, touring the site and facilities, and reviewing space needs
1 assessments, we recommend that a new fire station be built in the proposed site for Station #3 or very near
d this site for the following reasons:
n Thirty percent of all responses occur in this area.
,., n More uniform fire and EMS service coverage to all areas of the City is achieved.
I
L.l
1
J
~ Short Elliott Hendrickson Inc. . Your Trusted Resource . Equal Opportunity Employer
.J
...,
LJ
,..,
LJ Chief Dan Winkel
City of Andover Fire Study
r1 Page 2
\
L.o\
r-, n Since EMS is critical to response and calls are increasing in numbers, station location is a very important
J component for effective coverage. The continuing increased EMS responses for the department mandate
a rapid response, particularly to patients having cardiac or respiratory difficulties. A response time of 4
r; minutes or less will ensure that these patients have a good chance at life saving intervention from the fire
J department. With the existing residential development east of the tracks, and the proposed new
subdivision developments, having a station in this area assures the community of present and future fire
,...., and medical response effectiveness.
1,..../ n Growth is projected for Andover in the northeast and eastern portion of the City
n In the event of a train operating on the tracks at the same time as a fire or EMS response, a fire crew
.., could respond and begin fire fighting or emergency medical operations while other station responders are
I
w delayed.
r-, n Placing a station on the east side of the tracks would alleviate the need for complicated response plans to
L.i cover the "just in case" scenario.
n The existing space at Fire Station #3 is not adequate for effective service.
r"'r We also recommend that, based on the needs identified in Section VI, a 10,000 sq. ft. to 10,500 sq.
u ft. fire station be built for the probable cost of construction of $1.3 to $1.68 million (using current
r-, construction costs). An inflation factor of 4% per year should be used to determine likely costs of
construction in year 2004 and 2005. These costs calculate as $1.35 to $1.75 million and $1.4 to $1.82
l.J million, in 2004 and 2005, respectively. A total project budget of $2.0 million should be used to plan for the
completion of this project.
n Supporting data for this recommendation are found in the contents of this report. We have enjoyed working
,
U with the City of Andover and their staff and helping you to make sound decisions regarding fire and EMS
.., protection for your citizens.
U Respectfully submitted,
r.-
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r-, &1 ~Jutf.~
w Nancy G. Schultz, AIA Ed Mishefske,
n Project Manager Fire and EMS Specialist
\..J document!
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lJ Table of Contents
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'....J Executive Summary
r-1 I Response Time.......... ....................................................... 1
u 1.1 - Three Year Summary Graph
.., 1.2 - Supporting Data for Three-Year Summary
J 1.3 - Distance from Fire Station Map
1.4 - Distance from Proposed Fire Station
~ Availability of Fire Fighters ............................................. 7
L:.i II
2.1 - Availability of Fire Fighters Map
....,
I III Population Growth/Demographics ................................. 9
w
3.1 - Community Profile
ro 3.2 - 2000 Demographic Characteristics Profile
w 3.3 - Andover Zoning Map
r"l 3.4 - Population Density Map
, 3.5 - MUSA Map Data
LA
IV Ra i I roa dfTransportatio n Co ns iderati 0 ns... ...................23
n
u V Site Ana lysis....... .................... ................... ..................... 25
...., 5.1 - Site A Concept Plan
I 5.2 - Location Map for Site A, Band C
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VI Space Needs Analysis ...................................................29
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u 6.1 - SEH Space Needs Summary
6.2 - Existing Fire Station
....,
, VII Ladder Truck Analys is............................. ......................33
. ,
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7.1 -ISO Fire Protection Rating System
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VIII Probable Cost of Construction ..................................... 38
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8.1 - Total Project Budget Summary
...., 8.2 - Fire Station Statistics
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@ 2003 Short Elliott Hendrickson Inc.
, \
LJ The information contained in this Report was prepared specifically for you and contains proprietary information. We would appreciate
your discretion in its reproduction and distribution. This information has been tailored to your specific project based on our
~ understanding of your needs. Its aim is to demonstrate our ideas and approach to your project compared to our competition. We
respectfully request that distribution be limited to individuals involved in your selection process.
tl
SEH is a registered trademark of Short Elliott Hendrickson Inc.
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1.0 Response Time
n
"J Description
....., Fire Chief Dan Winkel provided detailed response records given to him by
U the Anoka County Communications Center where Andover Fire Department
receives its alarm announcements. These response reports were from the
/\ calendar years 2000, 2001, and 2002. Included in this section is a statistical
breakdown of each of these years. This breakdown detailed all of Fire Station
u #3 responses and separated the responses into the following categories:
n n County Incident Number
LJ n Time Call Received by Dispatcher
;', n Time Call Transmitted to Fire Department
LJ n Time Fire Department Confirms Response
n Time Fire Department Arrives on Scene
"
n Total Response Time in Minutes
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In addition to the time analysis, responses involving fire responsibilities were
, " printed in BLUE and responses involving medical services were printed in
...1 RED.
Findings:
...., The graphs illustrated in Subsection 1.1 provide a visual representation of the
u response data gathered in 2000, 2001 and 2002. Based on these graphs the
., following information was gathered:
n Graph one shows that in the year 2000, 30.6% of the total response
LJ originated from Station #3.
M n Graph two shows that in the year 2001, 30.8% of the total response
LJ originated from Station #3.
~ n Graph three shows that in the year 2002, 32.5% of the total response
originated from Station #3.
W Annual responses for existing Station #3 are uniform for the three years
n
....., of the data.
W n Average response time for both fire and EMS is well within acceptable
fire response standards.
.. Fire department personnel responding to both fire and EMS is within
n
\..J acceptable fire response standards.
M n Fire responses have been consistent, while EMS responses have
increased in each of the three years.
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n The number of EMS responses has risen in each of the respective years.
....,
I n Additionally, response data indicates the following: Subsection 1.2
'-.} , itemizes supporting data collected for these findings
N
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Response Time, cant.
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\oJ Subsection 1.3, "Distance from all Existing Fire Stations Graph," shows that
r--'l existing Station #3 effectively covers densely populated areas near this
W station, but marginally covers areas east of the tracks and north and east of
the City. Subsection 1.4, "Distance from Proposed Fire Stations Graph"
shows that proposed Station #3 effectively covers both the densely populated
r \ areas and areas east of the railroad tracks.
.J Recommendations:
r'l Based on the findings of the data collected related to "response time," it is
LJ our opinion that station #3 is justified; additionally it should be located in the
general area of the proposed new Fire Station #3 for the following reasons:
'1 n Thirty percent of all responses occur in this area
w n More uniform coverage to all areas of the City
"'1 n Since EMS is critical to responses and EMS calls are increasing in
LJ numbers, station location is a very important component for effective
coverage
. \ As a footnote: whenever a fire station is relocated within a station's response
--J zone the response time to certain areas will increase, while others will
decrease. The goal is to make response time acceptable throughout the zone.
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V 1.1 Three year Summary Graph
1 862 Total Responses from All Stations 2000 Fire/EMS Responses
~)
~
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Station 1/2 Res Station #3 Responses 45,5%
1 69.4% 30,6% Fire Responses
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-'- 54.5%
'-- -
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. 856 Total Rcsponscs from All Fire Stations
~ 2001 Fire/EMS Responses
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EMS Responses
1 60.1%
69.2% 30.8%
~ Fire ReVo'onses
- -- 39.900
J ~ -----
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] . 862 Total Responses from All Fire Stations
2002 Fire/EMS Responscs
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1 I.... '" R"EJ~I~I;:" #3 R"po"" EMS Responses
LJ 60.8%
67.5% 32,5%
J Fire Responses
--- - 39.2%
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\) 1.2 Supporting Data for Three Year Summary
~, A summary of the data is as follows:
i Calendar year 2000
\..J
n 862 total responses within the community
.-" 264 total responses from Station #3
n
'....J n 144 fire responses
n 120 EMS responses
" n The average response time for all calls was 4.62 minutes (cancellations
LJ were not factored in)
n The average number of fire fighters responding to fire responses was
n 10.72
u n The average number of fire fighters responding to EMS responses was
9.23
.--' Calendar year 2001
J 856 total responses within the community
n
r \, n 263 total responses for Fire Station #3
n 105 fire responses
-,) 158 EMS responses
n
~l n The average response time for all calls was 4.31 minutes (cancellations
were not factored in)
'.....J The average number of fire fighters responding to fire responses was
n
10.01
r, The average number of fire fighters responding to EMS responses was
n
~.J 8.3
r, Calendar year 2002
LJ n 862 Total Responses within the Community
n 268 Total Responses for Fire Station #3
" n 102 Fire responses
LJ n 158 EMS responses
n The average response time for all calls was 4.35 minutes (cancellations
.., were not factored in)
u n The average number of fire fighters responding to fire responses was
10.89
n n The average number of fire fighters responding to EMS responses was
8.15
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**It must be noted that the times recorded in the County Incident report of
r, the fire department arriving on the scene were not defined as a working
u engine or truck company arriving on the scene. A district chief, arriving on.
scene in a department command vehicle prior to a engine or truck company,
.., would not have the ability to initiate immediate fire suppression activity,
I, however, he/she may begin EMS treatment functions**
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LJ LEGEND
o RepresentI t Minute -=-=-::II CIlyUmlts
1 DrtviJ From Fire Station -R&lilroldl
3000 DIstance in Feet =:J P....
W Flr. Stations I Parcel
o Fire StaUon #1 . RlJllroad Croulngl
\ . Fire Station #2
o ExIsung Fire SlatIon #3
W o Propoeed Fire Statlon
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2.0 Availability of Fire Fighters
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V Description:
r-, A "Fire Fighters Residence Map" shown in Subsection 2.1 was provided by
.J Chief Winkel for information regarding availability of fire fighters and their
respective fire zones.
,.., Findings:
..... At the present time the "Fire Fighters Residences Map" show only two fire
fighters on the east side of the railroad tracks in Zone #3.
., Recommendations:
.J
If proposed Fire Station #3 is built east of the railroad tracks it is essential
..., that the fire department initiate a membership campaign to enlist fire fighters
who reside east of the railroad tracks. In our discussions with Chief Winkel,
u he stated that if the city council approves this location his priority would be
,.., to start the recruitment process. Given the time required to design and
I construct a fire station, compared to the time it takes to recruit and train
L.J entry-level fire fighters, the chief feels confident that he can have the
required training completed when the station is ready for occupancy. Chief
,..., Winkel concluded in his own study that an additional five more fire fighters
J should be added to the department to fill this need. Our recommendation is to
proceed with Chief Winkel's approach to recruitment.
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J 2.1 Availability of Fire Fighters Map
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3.0 Population Growth/Demographics
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J Description:
~ Resources gathered to help determine the future needs of emergency services
J regarding growth and demographics included the Minnesota Department of
Trade and Economic Development Community Profile for Andover, City of
..., Andover Zoning Map, City of Andover Density Map, Metropolitan Urban
J Service Area (MUSA map), and Site plan of residential area east of the
railroad tracks.
...., Findings:
U n Fifty-seven percent growth in population over the past ten years
n Total projected population for 2010 is estimated to be 33,007.
,.,
I Much of the projected growth is planned for eastern pottion of the City.
L.J n
n Large residential development is in the beginning stages at 155th Street
r1 and Nightingale Street that will ultimately consist of six, 30 unit buildings
,
u and three, 60 unit buildings.
n MUSA indicates the area where higher density growth will occur; the
r, whole southeastern portion of Fire Zone #3 has potential for higher
J density growth.
..., n The location of the Rural Reserve Area will also mean higher
, growth/more density; however, this is a longer range planning growth, ten
U years or more, than the areas presently included the MUSA area.
r, n Four new schools were built in Fire Zone #3 since the 1989 Fire Service
J Study. These schools are Rum River Elementary School, Andover
Elementary School, Oak View Middle School, and Andover High School.
r, Two and a half acre lots represent the minimum size for lots that are not
n
U connected to municipal water and sewer systems. This is primarily what is
planned for the very northeast area of the City. Two and a half acre lots
,.., typically are developed into bigger, more expensive homes than smaller
L.J sites. Homes of this type typically represent a potential increase in
response needs.
'1 n Issues related to needs for Fire Zone #3 are related to projected growth
U and not totally on current status.
..., Recommendations:
LJ Due to the amount of growth projected for Andover in the northeast and
eastern portion of the City, it is our opinion that a station is justified in Fire
..., Zone #3.
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n
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LJ 3.1 Community Profile
II, \litL!lC'SD1~1 Commumty Profile Pa:J:c 1 of l}
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" The MN Department of Trade and Economic Development
u Community Profile for
\&
'I -lr,ldc & ..........
L..i Andover Economic
I A'\ dopment
www.dted.state.mn.us
" Show
i..J OICr\'iew
111t'H'15 a weli kepI secret in ,"'.nob County, a place wnb a rapdly glOwmg populiltH'n, J pla::-.;: ,',hrrt: hu:;:;)':~;ses
" h2\'e room 10 expand. The City of AndovCf is a new and exciting place to lne and do busmess and ,,'ill h,.~ for
, molDY years to come.
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Location
" County: Anoka
d Region: "!\:orthwcst
Dl;;t:.mce from Minnt.:i1poli~' 21
'\ Distance from nearest \15"\ Ole: U ~1tl~s fr(llll MlTJncarn];s~SL Paul \-tS/\
t:S Conr;I'e'Ssj(lnaJ Disrricl h
U \1N Lq:islati\"C' DistrlCt(sl '.OB.
WorjJ Wide Web s!l~:' \n'. h.CL,tnj\l\ tTn:m,us
1\ Last Upd;.l1ed: 12.'20_'01
, Population
1..1
Area :001 E.wmmc loun E.\lInw:t' 19(/9 [srimnte lY9S Esrimarc JOOf} Ccnsll-' 19W; CenS!lS
" C('1TlIlltlnily: :!6,S88 24.358 22.369 26.58S 1 ~,216
C vunry: 297,736 29n.871 24:.tHI
d Nc,:uesl 2,831.134 2.538,776
MSA
" Mmne:;olJ' ~.S3S.39S 4./82.264 4,3;'..099
IJ .i,.'u".( ( S ("oaul, S';-UC {h'''H','::':;:'.!;;:" . _~kl""pi,:';'ar. S:.1I: :tca,' ..1'((1
~ _. -^- -- ---_..----_..._...^~-_. ,~,^_.,._~...,..^
" '\I"jor Employers
{,,:/,lo)'('1 ,Ie PrO(/IlCl.\,Scn'iccs Dn:;'lill'u ('uul1r
I~ K(lUh:\ Bu::, Sen'ice Inl.' 4141 Ch~-tn~f SCfYhC. b~l't'pt Locd 1'.l\J
Ailde\'er Llemen1<n)' S.-:huo1 SC I] Ekn1(~IlJ<:ry and Sfcoml.lry Sche){>!" 140
" fe;;1,',;;:.1 Fj.()d~ 5~ II Gr(I(,.'(T) Shm"s 130
L1 (l,lk Yl:~\'. \1lddk S,,-ho(\] ~:211 1':.lemC'nJ:lry and S"cond;;ary Sch0{Jls lU
:\l1d~il COUll!\' Jl1ghway Dr:l't 9(,21 GO\ ':'lllllH."nt - TransportatiolJ 10D
" IJrngr2.nls
I CnlpkeJ LJkt' ElerncllIJr:' School 8211 ElcrTK:n~J.ry ~md S:::~'(tnd~HY SdlO(lls };)
L..J Ace SolJd \\';\st<:: Managt.'lIJcnt loe 495.1 Rt'h.l~t' Syskm~ ':'(;
And\)\Tr Park Clmi.: gnh2 Gcnc-T<il !V1edi~;;:;1 &. Surgi(;Oll '7(1
" Hu.',r1tah
Fd Fl:::lds & Sons be 51.;P, Fresh fruns &. Vrgl"lJ.blcs (,5
LJ .\1cadow Creek C1il"J.$lJ~n Scbool S:ll EI(,nlG!Hilry Jnd S~'((llld;:tr:- Selln;:l]:" 65
.\1l;~i>\ U. ( Jr.\-' (1j 91~ I Govt'J"nmcllt Off;,,~r."5 55
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U Dnnkmg Plarcs, Akobtllic
PO\".s Sp(lrl~ Bar 5H13 Beverages 55
" Rl\-erway Clime Andover 8062 General \lcdical &. SurgIcal 50
Hospitals
U Plumbing Heating &: Air
Lar~(ln Plumhing & Healing 1711 CondItioning 45
: RKC~U H~ating & Air Cond Inc P11 Plumbmg Heating & Air 43
W CondltlOning
~J~~11 EllJrl~l~(!>
-_.,---~-_._~-^-- _._----_..~ .~_.,,---_.~--_.
'. Workforce
S'-,urcr Mt.,' [ifp.'lnmen! of Economic S;;-<:Iil"",1 :(!iiO
...J Al10ka COllnr)' "noka Cuunty & .Hil1!:c(lpOliS~S{. Pal~I..~1SA
Adjacent C(;lIntic,~
" Toral Employment 174.873 1.402.491 1.658.354
"\':ailabJc Workforce 178.405 1.431.760 1.695,741
'--l Annual Average l.~ncmployment
. Employment By lndustr)'
LJ Anoka County Ano/w COlUlty & J\finr.cilpolis-St. Paul MSA
Adjaccrrr COllnties
Agriculture 816 6.773
'\ Construction 6,i21 54,836 72,026
'....J FUl3ncc, Ins., Real Es.tate 2.294 114.690 127.147
Govl.'nunen1 12.910 176.338 231.278
-, Manufacturing 25,766 279,694 277,026
I t.1il1ing 0 189 535
....J
Ret.,1 Trade 21.438 257.620 ~Q8, I 07
SCf'\"lCes 22,274 430,907 502)11
. Trans.. Camm_. Ctil1ties :'.:.h!:\ 7S,145 93.S50
'...J Wholesale Trad.e 4,2.28 90.898 101.836
,.\',A .,\" {l':;II-fHlIirJ,':,le
....., Ol'cupatiom and ',"ages in T"in Cities R{'gion
..i .Job Talc Wage/fir Job Tale H"lzge/ilr
Accountants & Auditors 518.10 ~-1<:lchjne Feeders & Offbcarers S 10.08
" Assemblers & Fabricators 510.91 ;'v1achjntsts S 15.28
Automotive Body &, Related Repairers 516.37 Maintenance Repairers. Gencra11Jtility S 13.41
..J Book.kt.'epm;, Accounting. & Auditing Clerks 512.11 Offset Lithographic Press
517.45
Combination ~1achjne Tno1 514.35 Sencr'OpcratoT,T cnder
" Sencr !Opcrator.T ender Packaging & Filling Machmt Operators & 59.96
ComputC'r Programmers 512.63 Tenders
Lj
Computer Support Specialists 517,S8 Pb.stic M{'lding &. Casting Machm~ $] 2.~8
(ieneral \1anagers & Top Execut!\'("s $32.55 Sel_'Oper,T end
" Gen::ral Ofiic(" Clerks S IO.S9 Receptionists & InfomDtlOn Ch'rks S9.R4
,
L.J I-land Packc:-s 8.: Parlagc-rs Si.69 SdleS R~rn:~cnla!ivcs S2(U6
Secretaw.'s, Except Ll"!;al & ,\'kdlcal $1 ~_71
" Sy~tC"m<; Analysts, Electronic 11~11<l Pro,:nsing 527.1,
:,_>~,_,_\ ;\.u"L)~''-. nn,I.l.~~.'!J.~:,;!!_lnIJ\\.;J.:'::s':'
I...J _n...._.____" __.__.~~
"
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'l Utilities
~
l'tilit). Type Ctility NatTIc rtility I'hone Conlact Contact Phone
" Electrlcl!}' C ormcxus Energy (7631-323-2650 Conllt:xu~ Energy (763\-323,2650
!\arural Gas Reliant Energy MllmcgaSU) ((ll:!) 372-4727 Cherie C:'ustafson 1612)321.5435
<-.J \\' astcwalcr Metropolitan Council El1\'ironmemal Svc (ell 2) 222-842.~ JeffSymc (612) 22!j-2J1.19
., \\'ater Information \\'astt'watl'r Informatiull
~ WaleT Source: Wells Treatment T)-pe Comrnumty Dram FJeld
Storage Capacity: 1.500.00(1 pd. Capacity of
'--' Pumping CapaCity 7,QOO gaL'minute Plant:
Average De-mand: 2A:.6.000 gal.iday _'\\'l'J"age 226,000,000 gal. day
....J Peak Demand: 8.230.000 gaL-day Demand:
T ota] Water Peak Delllilnd:
..., Hardness: 308 ppm Usage Charge: Base chg. nuounum 530; no chg.fI.OO(J
Industrial Water !lase chg, $7.30. $ 1.03 . $1.65/1.000 gal.
-..J Rate: gal.
__m. ---- _'__._.__u __..,__~'-__,__-,--",---,-~_w._____..______~___._~.,^ . --...--.....
--, Communications
U T(~lt'phone Information .
Local Telephone Company: US West CommUlllcatlOns
..., T ('] ephone !\ umber: (8001244.1 I] I
Contact: Karen JothC'1l
-..J Tck:phone Number: (612) C,G3,5675
Digital C.mral Switch: Yes.
-. Eqnal Access Market" Yes
, EX1C'ndcd Area S~r\"ice: Yes
~
Custom Callinr Feauture5i: Ye~
..., Cuslomi7.cd Local Area Ser."ict"s Yes
Current Technologles: ISDN
....J Internet Scniee
Local Public In!i.'met Access Site': r-..'o
...." .\1ultlple Internet Service PJondC'rs.: 1\0
...J Speed of Service:
DTED Certification as E-Ccurnnerce Ready: ~o
l ~ewspapers Inf(lrmatinn
, ,Y..:'wspapa ,\'a!tlc TdcpilOfH rn'ljltClI('
...J Anoka County UnIon (16314214444 Weekly
!\-fmneapolis StJr Tnbune {6121673-40(l(l D~ll~
...., St. P:lUl Pion.::!."! Press (61212~1.~0l1 Daily
I....J Additional Tclecomlllunicatinn J'nl\'idcrs
7i..oIccommunJi<1tion l)'pc l'ronder Nanu..' PhorTt
...., ~-_.__.__._,.. ... ,--.".----.-.-.----- ~_._--~-_._..__.__.
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Page 4 of9
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Highwa~' Information
" 11l1erstalc Hiles From Communrt,l Load L,mit 11; Tons Seasonal Umit In T011.\
jJ 1.35 12
1-694 13 10
"
IJ Four Lane .Hiles From Community Load Lima in Tons Seasonal Limit In Tons
\1'.65 4
'''''1 \'S. to 4
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OTher Miles From lNrTmWlIr,l Load Lima IN Tom SC(1_\U1JaJ Limit In TOllS
'\ M~-47
; Trutklnformation
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('ruck Lines: 334
" Truck T enrunah: 0
L.J ]\;.a\'i~ablc \\'aler Jnformation
Irma lVame. Depth
Rail Information
" Yes
, Inter-tvhdal Facility:
U lnter-ModaJ Facility DIstance:
II Rail Lme Frequency ReCiprocal Su'itching DiSTance 10 Aiain Line Passenger Scn'icc
I Burlmpon'S(lrthcrn Dally Yes cO ~o
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,.J l11krnarwfw! Local Regional
S<l1ne Mpls,,'SI. Paullnt\. Airport Anoka Co.- Blaine Airport
!jlcatio!! Bloomington Blaine
I, Mill;s 10 20 8
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IJ l.onge"SF RUf1 l1'al , Length 10.000 hel 4,855 Ft.ct
SIlI:knt' Type Pa"f"d Paved
" L!ghit:A Yes. Yes
IJ eus-roms Yes No
Sen'ice Ty{>c Charter. Commercial. Freight, Jet (:haner, Freight. Jet
,"..'(1ngm/(illa! Aids BEACON, DME, ILS. VORDME BEACON. \'OR'DME
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IJ"cmh..:'r Info S.r.Hcms A WOSA'MNWAS. SA WRS A W()SA;~lNWAS. A \\'OSIII.
\J PUBLlCT\" SA WRS
MfJJor A Irlmes Amencan, ContmentaL Delta. !\onhwesL
" T\VA, Cnikd Aulines. L:S Au
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U Dail)' Flights] u MSP-
Minnr_apolisMSt. Paul IntI.:
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L..J Additional Commercial Transportatiun Pro\"idel"S
lransporwfion T)pe Pl'o\'ldcr Same Photic
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HOII..in~ Information
" Single Family Units: 7.876 PerCl'nt:1gt: Owncl O(~cupled 95
LJ MulnplcFamily t;nit~.. 84 \1ed~~m Sal::.-s Pm.e: . ..
Mobile Homes' '\'kd~an AS5C$~ed Value: .. .
~umbcr c.fl~Illts Built SlIlce Lasl Census' 5.(,90 Medl:Jn Rent: 5412
" ~um'xr (If Residtntial Bujldin~ Permits for 2000' 342 VdcJ.m:y l\el1~: 2
t.J Vallie ofRl~5identi<l1 BuilJmg Pt'onm ior lOOO: $46.322,00(1
SoW(.!.... Ciry (~(AntlO\'cr, M\' :000
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! CllmmcrciaI ..\ctinty Information
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'umhcr ofCormn::.o:fClal Buildmg Penruts for 1999~ 14
:, Value ofComrncrcial Building Pennns fm 1999: S 12.672.448
~umbt'r of Public Building Permits for:
U "alu\." ofPubk: Building Pen11its for:
" Retail Sale'!l lnrorrnation
, Ytar Community Sales Cc,unty Sales
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1998 $90.142.473
" 19% $.17.321.538 $2.029,120.382
199;; $37.561.622 S 1 ,732,68S,720
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Suurcc. MX DC'pt ofRc\'t'nu-:::
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tJ Business &: Community Seryices
Finanrialln\titllt.iom Information
" Name Phone Tota! A.\'scts Capiw! as % r~{AsseJ
hrst" llk orM~:\'A SI.229,633,000 8.6t.;i,
L.J \"1\:\>' .\1: Fin:l]k~i;d ]:F;ti;utiun:,
,-, L(.dgin~ & ;\l('rtin~ Facilities Information
d Fa.cihtr /I/umbcr or Faclhric5 Fa('j/I~l' Si::c Tcle(o!!li."'Crtcing rcl('c(J~{~Y(,!lcing
Ivailablc A,'ai!ab1e An/flaMe 10 Pith/h
" HOld 0 .\\~ r-";(l
I !V1o!d Ci '\'0 ~(o
..J COl1fc:\:nu,: C:..'mcr J :\0 1\0
" Addifjon~1 Lodging..'\; 'leering Fi.lcililit'!l
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U r(1~'i,lity 1."1'(' Fauhll' A',7!1Jt Ph'me
C(tni;:'fl~nn' ('elllt:'T Coul1yards of Andover b'tlll O:nkr ;b3-767.3336
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,., r'acihry 7)pc Sbr ut ["(j(llwc.\ "fow!\1u ,~(j;nL' j~':emi!(iI('l!Ic .1t'l!:f,:d'fl
IJ CEmc 2 ~o
Di..'tlns1 2 "So
[)(l~~t{)T 26 ?'0
'l llo"lpital () ?\'O
,.J ~ur5ing Hom~ () !\o
'-' !\<tme of ;\cml-st HosrJta1 {if llPne in community): \kn:y llospiu::l. C(l(m R;jpids
i 1\1iles to :\C~lC;:;t Hospital: ~
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Additional Lund !\'1l'dkal Fudlities
'l radlit) 7)pc r(iClh~l. ,^,'ame ;~h(lnc rclcmcdicili{, .,f,'ol/able
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Local Transit Information
!~ S\TI'ic:c AWlifah}e Sern... e .fh'Jilahlr
I Yes
LJ Inil:I.Commmmy Bus TaxI-Cab Yes
IntrawConum::1lty Bus Yes DlSi:lbi~'d T13nsportJtlon Yes
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Tra.nHt nTc Same Phone
'I l)isJbb:i Tran!'ponatlon Anoka County havder (i b3 )-(145"S8~3
Disabkd Tr.:msf>lgt~tion KI.SJ:.
t.J Intrn-CJlY Bm MCTO
'-' Library Information
L..J ,V,une Phone [menu": An:-u,(
ATl:>b Olunty Lihraf) Yes
'''''1 i\1ehtlro1!tJ.n Rr-ponal Library :\c\
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'Yonhip InfUl"matinn
'-, Il'orshir T,\'{'f' H(,rd71l' ,Valu(' F'ho!!f Mi.'mht'rsilip
AdH'nti,,1 ,A..nokCl Si;'venth D:l}' Adventist 411-4020
L..J ,\f,St'mhlH:s (11' (led Ri\-'trdJIt- Assembly of God ~2] -soso
L\-ang~Jl,,~;d Cou;;.tanc.T Evangelical Fr~.t Church ..t~';.S9\1S
'-' Luth"m Fam]!)' (lfChfl~1 Lmht"Tfl Church 4~c;-;~:~;
L..J Kon-&.:110nllnalilll1ill \1~adm\ C:r~t'k Cburch 427 -~54}
PCI11~'CDst;"lJ World of Pen tee uSia] ~34-:200
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Minnesota Community Profile Page7of9
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I...J Recreation Information
Facilmn
r-, Bunker Hills Acrj\'jty Center. (76~)75i-.i920
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Fcs{nai-A,1s
n Andover Family Fun fesl Hl July.
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LJ Scn'/Ct- Organ!:a[ions
LIOII::. Club, RecreJtional Development Association, VFW, Senior Citizens.
r-, Education
I
d rosl~St."condary Information
;\'L'alT.lt 7t.'c!mlcal College & Spccral(v LocatIon Mih:.~' To
r1 ,,\f]pka..lk1l11':pin Tcchnil.'al Cnlll'~e Anoka 0
U Architcctual Drafting & Deslgn. (:on<;rrucrion Electrician. Draft & Design/CAD, Golf Related. Ltgal
Secretary, Mach Tool-eke. Occupational Therapy Ass\.. Optical Management, Physical TherJpi"t
Assistant. Practical ~ursing. SUfpeal Tech. \Velding
...,
;..j Ncare.vr Community Co!lcgt' & Specialty Location Miles To
Anoka-Ram.;;ey Community' College Coon Rapids 5
..., Ai.:counting, Bookket"pillg & Related, Busmess Administration & Management. ~ursing. General
L../ Xcun;:s! Public College.'University & 5pecialry L('H.'alto" .Hdcs To
UmvccsHy of Mmnesota Miru1capolis 20
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LJ NC..Jrcst Prn'(J!C (":oIJege_'T;'nil>ersity t~ Spcualry Loca lion Miles To
:)\lh-"--l)Urg\. nll('~(' \1inneapolis 20
~,
LJ TekcorrunulllcallOI1S Use A vail3ble at An:a Post-Secondary ]nstllutions: Yes
,...., Local K.t! Information
I School Tr{'<, i',,'b,. qf Schpols EnrollmCfl! G-mdcs Puprl.'Tn.u.:ha Ra!(o
,
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Elcmcntar)' 2 ~.300 J.;,5 25: I
M,ddle Schoo] I 1.250 6., 24:1
~1 J UfilOI High
Ll SemOl H 19b ] 60 9,]2 10:]
, Pri\'ate,'P<lro\.:hlal ] 6S0 J.;,12 19:1
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i Anoka-Hemepm School Distnct Itl 1. !.06-1000
L.J Schon I DiS!Tlc!' St, FranCIS School DistrICt #15 - 753-7040
rtkCOnmlUfllcaticlllS CSt Availar,de al Local K-I~: ~'o
,..., IIi~h School Graduates Attending f'051-Se-C(IIlJilry' (iO'.;u
State \\-'jje Average; (l)';j;
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Eduration Instituli(lns
.., Edu((J!/(1/l Tyre ,\'amc PhO/H-
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lJ Governm('nl
StructurE- Infurmatioll
r-, Or~',;1111Za\)ln: \1J.yonCQuncll
U Htld;?t"! $6.//'.3'76
Comnnullty Bund Rating S&P"A
Compre:lcnS!\':;" Land Lise Pb.n: Ycs
r1 L('cally Controlled Loan l'wgram: No
d Rt'ryclmg: Yt'"5
Fire-lnsuraore Rating: RurCi!.9 Urb~n- ..
r, lnduslTiall'lanf. ,'\pPI'O\'cd By City HuiJdlllg Official, Cily Cnuncll
d
Puhlit. PW1N'tion Servin's
'"l Scn'ICc Jypf Rcgu/tIT Part-Timl j-'oIUT1!i"Cr SCGS()1w!
Lj FIle 2 -- . 52 -- .
Police -- . -- - -- . -- .
Sht'rHT I] b -- . -- .
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Li ...--- - .".-. .....,- ..-",.~,. ----. --_._-~,--- _._~..,..._---- -~._-,-----_._-,._,--~---
Proper!)' Taxes
..., Propl'rly Tax Information Assessed Market Value Information
\1uTIlC'lpal Tax Rate :!2.4S% CommeITIal $32.571,000
LJ CO;Jnty Tax Rate 32.06{;';" ResidentIal $] ,095.982, '700
School Tax Rate 51.90l:;" Other $36.454,500
..., !\11~C, Tax Rate 1.98% Total $1.165.00S.:!OO
:....J T ola] Tax Rate 10839%
] \1mnCS0!:l ::.'ommercial rtal t"stale la';(.'s an: based upon markCl value of taxable property as set by the local asses'ior. To
(OmpUI'" Ih{'12X fi)r {he year 2(101, first (OmpUle the tax ci:lpaclt)' by multipl:ymg all propeMy value up to 51:,OJ,OO
times ,02~, plus any \'alu~ over $150,000 llmes .()~4. Tax capa::-uy times tht t.ax rate equals t<:!xcs o\\-t:d.ln some
localities whnc voters have approvc-d referendums, an addihonal referendum tax mus.t be added, C3lculatcd b)
~l multiplying the referendum 13\ T,,!t:.:- rimes th~ total market \aJue of the com.~cTcjal property.
I ;\(>,1 tax c.araci::' on J $200.000 husinesi;: (S150,(lOO" .024) - ($50,000" .03~) = 53.600 -l-- SI.700 ~ 5-5,?-00
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Source; Leag-ue of Minnesota Cllics basc'd on \-finncf,ota Dcpartmc-tlt of R~v('nuc." tax nhstra::ts
I . Commercial Buildings and Land Sites
, I
LJ Type of lluildin:.: iContact Name ffi;
Totalllldg Sqft fOrcaniz:ttion
Tolar ,.\\"ailahh' !PhfJnc- :\'umhcr '"O~
.....-, I
OffICl' i1t_'_1,dDs:.\J,..t;..';. ffii
'--' 1&':':3 ('oOlITIc-tClal Blvd 4,245 iPremier Cormnt'n::JJl !'wjlf:rties
And\)\ er. \IN 55:t03 4.2-45 )(763, ~:62.:005 ,
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L.\ddre~\ Build Tu Suit !iOrganiz.lfioll .,=~,,:h~IOJ
iCily. State ZouillC ;!PhOIH.' ;'\urnbt"r -
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lJ Economic Dcvelopment Services
Economic Development Authonty; Ye~ Incentives
rl HousIng Rede\'clopmc111 Authont!': No The City
U Count)' [kvelopmcnt Corporahon: No
Chamber of Commerce: :'\(1
r, Pon Authonty: No
L,J Contact InformO!(ion
John EraT Courtney Bednarz Mike Gamache
CIty Administrator City Planner Mayor
..., Andover. en)' of Andover, Cny of Andoverj Cny of
1685 Cmss!O\'", Blvd. 1685 Crosstovm Blvd. 1685 CrosstO\\'l] Blvd.
L..l Andover.!\fN 55?>()4-:!6J2 Andover, ^1N 55304.2612 A.udaler, \IN 55304-2612
(ib3) 755.5] 00 (763) 755.51 (10 (ib3) 7S5.5100
...,
LJ Economic Ilcvelopme-nt Organizations
7)pl' ;Vamc Phone Fax
~1 Disaster & Emergency Services
,
I A.',7.nJC Phonc Numhcr(s}
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Pub)i..:: 531"("1:. c,mt.-r.::;enc-y le-'(.Illlce-S ),8(JO,421.0798 or metro 651.649-5451
J r:>:1~'r;,t.LL_.D1_;~rsrTlI,:y__\1 J l1~gcn!.:J.1.t.....-\ b:V I i~-~ ReglL," V EEMA 312-408-5500
Sma]l Bu:"mt>:ss :\dmini<,tf<lt/llll I)i'iJSlcl Disaster Area Offic.es 404-347-377)
l\.::~o_ur((?-
......--- -- -._.....--..._------~.-..---- .-- ~"~...- - . -....~~ '-._-~_._._....^-~_...
...., 'To update information on this profile. contact J~'n;D1 An;J~11
--........-------'---------
U CODyright C;;' 1999-2001 Mmnesola Department or Trade and Economic Development
All nghts reserved lllformalion in this system is deemed reliable. but is not g'Jaranteed
Read Full Di...cltllmer. COnl?lct U~
Pnn~. This Page
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u 3.2 2000 Demographic Characteristics Profile
rl .----.-.----- - --.--- _._-~--~~._-.
Table DP-l. Profile of General Demographic Characteristics: 2000
U Geogra.phic Area: Andover rjty, Mmnesota
!For informatfon on confidentiality rrolecticJn, nons,lmpllng {'Tror, and deflnltlOm. see text]
r-, Number I Percent I Number I Percenl
Subjoct Suhjed
U Total population. ... . . ... ....,. .......... 26.588 100.0 HISPANIC OR LAT1NO AND RACE
Total population...... ............. ....,.. 26.588 100.0
SEX AND AGE HisparUc or Latino (of any fa1"..€). .... 278 1.0
n Male. .... B.519 50.8 Me:r;ican. . . . . 155 0.6
1 Female..... . ....... ~3.069 49.2 Puerto Rican. . . ".... 'I 30 0.'
LJ Under 5 years 2,442 9.2 Cuban. 3
10.6 Other HI~niC ~ Latino . 90 0.3
5to9years. 2.822 10 4 Not Hrspamc 01 Latino . 26,310 99.0
10to 14 years ... 2.763
15 to 19 years. 2,024 7:6 While alone. ..,. ,! 2~i,477 95.8
rl 20 to 24 years.,.. 985 3.7 RELATIONSH1F'
LJ 25 10 34 years . 3,849 14.5 Total population............,....... 26.588 100.0
35 to 44 years 5,632 21.9Inhovseholds..... ..... 26.576 100.0
4510 54 Y(lars.. 3.489 13.1 Householder. . . . ..... 8,107 30.5
551oS9yean;... 1,082 4.1 Spouse ... ...." 6,485 24,4
r, 60 to &4 years . 541 2.0 Child... .. .....". .........". 10,685 40.2
LJ 65 to 74 years.. 459 1.7 Own child under ~ B years. . 9,080 34.2
75 to 84 years . 214 0.8 Other rr>latrves 566 ~.1
85 years and over. ..... 86 0.3 Under 18 years..... H'j 245 0.9
Median age (years) 31JJ (X) Nonrelalives . .d," ... 733 28
Unmarried partner. 305 1.2
~l 18 years and over. 17.148 6-4.5 In group quarters. . . . ,. 12
Male 8.681 J 32.7 InshtvtlOnalrzed population. . !
d Female. 84671 31.8 NoninstitutionalizEld rJOpulahon , ,.:.
21 years e.nd over. '6,296 61.3 I
62 years and OYer. . '.C20 3.8 HOUSEHOLD BY TYPE
65 years and aver. . 759 29 Total households.. ,." ...................1 S,107 100.0
"'1 Male...... ~. 330 1.2 Familv households (families).......,.. ..J 7,151 B8.2
, Female.. ..... mJ 1.6 With own children under 18 years. . i 4,467 55.1
U 1 Marned-couple falTlity . . .. . . . , 6,485 BO.O
RACE Wim own children under 18 years. . . : 4.027 49.7
One race . . 26.266 i flaB Fcma~ hwseholder, no husband prasent. . 443 5.5
Vl/hrte.. . 25.653 i 96.5 With own cnildren under 18 years. . . . . . . . 304 '"
143 j ..,
~, Black or African American 0.5 tJanfamily households. .. . . , ' . 956 '1.8
American Indian and A1as....a Native. . 94 0.4 Householder jjvlng alone. . . . . . , . 677 8.4
U Asiaf'l 266 1.1 Householder 65 years aoo over. lB81 2.3
Asian Indian. 62 0.2
Chinese 26 0.1 Households with individuals under' 8 years. . 4.6351 572
Filipino 34 0.1 Households with individuals 65 years and over. 573 ' .
~, Japanese. . 17 ;.~ Average hou~ehold size.. 3281 (Xl
LJ Korean, . ' 7B 348 ! (X)
Vietnamese. 20 0.1 Al.'erage family size ..'" .......... I
Other Asian 1 . '9 0.2 HOUSING OCCUPANCY
Native Hawaiian and Other Pacific 1~I;,mder 4 Total housing units....... .... .. ... ....... 8.2051 100.0
....., Native Hawaiian. Occupied housing units. . .... 8,1(17 96.S
Guamanian or Chamorro. . 3 Vacant housing units.....,... < .... . ....... ... 98j ',2
Samoan. Fo' seasonal. recreational, or ,
U Other Pacific Islander l 1 occasional use. 8' 0.1
Some olhf;lr mea 66 0.3 .,..' ,
Two or more ra::es . 322 1 2 Homeowner vacancy rale (percent) ?6! (Xl
....., Rental vacancy rate (percent). "~'I {>:j
U ...,. 25,953 97 - HOUSING TENURE I
o'~ Occupied housing units......,.... ....... 8.107 i 100.0
232 95.7
221 08 Owner-ocClJpred hOUSing umu>. 7,760 I 4.3
1 '4 Renler-occupied housrng unJts 347 ;
377 3.321
....., AVf'rage household si:!:e of owner-occupied uni:s. IX)
...,..., 0.5 Average household size of renter-o{;cupied units. 2.341 (X)
Ll
- Represent!; zero or rounds to zero j Xj Not ElPplicable
1 Other Aslan alone. or tv.'O or morc l\sia'1 eategor.er..
-1 2 Ot!"ler PacifIC Islander alone. 0' t'ND or mer! Native Hawaiian and Qt"er PaCIfIC 15ianjer Cll~A.gone5
:! In c.omb'nfl1ion v.1th one or more of 1..,e other races Irsled. The six numbers may add to morc than the total poputation arId the six perce'l\age~
Olay add 10 more than 100 ~\f"Gent llfi'Cni.i5e In(Jlvid:Ji:lh, Tn1:ly report more than on6" race,
LJ Source: U,S. Census Bureau. Census 2000
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J 3.3 Andover Zoning Map
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~] :~: MAP Ii iij;ll I i'j Ii i Ii j'j i'j II ;,'1;' ij i JI i I i j h l,iilllli j'j ii i Ii j i~i i I i iii i liiili'i i"h i i il ii i i i i Ii i Ii ii i ji ii/Ii i i liih I
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n
J 3.4 Population Density Map
n
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i': '!
-. I ! ; '-r'-h
J '\ 'tr i -lJ 1n ~,,">>~j Non-Residential Zone
: I ~. .1 : i I I c=J 0 - 50 Person/Acre
- - t - \ . --, -- ~- - L -, ' " --'. -- I .
I' . I ' c=J 51-75 Person/Acre
. -1--
" __J....:. ' r' c=J 76-100 Person/Acre
: ') - !
] : l_cLi_._L.!
f-----! ,I ,-I :, c=J 101-125 Person/Acre
~"i-- c=J 126-150 Person/Acre
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-... '-r-l.~. , E::J 151-175 Person/Acre
.~ ! : I : I !
.-) ,--[ -_: : c=J 176-200 Person/Acre
;j 1
,I c:=J 201-225 Person/Acre
.., c=J 226-250 Person/Acre
.J c=J 251-275 Person/Acre
c=J 276 - Person/Acre
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J Population Growth/Demographics, cont.
J 3.5 MUSA Map Data
'.
LI @ City of Andovff
Incorporated 1974 Comprehensive Plan
J Figure 4.9 Rural Reserve Study Areas
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L E G E N D +
') ,'. ,I 2020 MUSA Boundary
J Sewer Staging
_ 2000-2005 05 0 0.5 Miles
02005-2010
n D 2010-2015
J D 2015.2020
_ Scenario One (1,020 Acres)
_ Scenario Two (1,293 Acres) kldov8' P\(Jnring
Andover GIS
"1 _ Gray Area (820 Acres) Anoka COLllty GIS
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4.0 Railroad/Transportation Consideration
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LJ Description:
..~ Our Sr. Professional Transportation Engineer, Dave McKenzie, PE, provided
<oJ railroad information for the project. A Whistle Study, completed by Mr.
McKenzie, for the City of Coon Rapids, provided the following information
,- , related to the Burlington Northern tracks within Fire Zone #3:
'J n Trains on this portion of the Burlington Northern Track have no regular
schedule.
"" The trains travel up to 50 mph and are up to 7,000 feet long.
n
u An average travel time was established to be 40 to 45 mph with an
n
1'"1 average train length of 6,000 feet long.
j n There are 13 to 15 trains per day traveling on this track with a likelihood
of as many as 20 per day in the near future. This is considered to be
."\ medium to heavy track usage.
d n The data collected for this information was gathered over three years in
three different phases, with data collection completed in June of 2002.
...., Recently, fire apparatus could not reach a serious fire when responding from
...j the west side of the railroad tracks and the structure sustained extreme fire
-"1 damage because of the delay.
!.-J Findings:
n Currently there are no systems available to successfully relay a location
'1 of a given train at a given time. GPS systems are currently being tested;
W however, the technology is 10 to 20 years away from being a
marketable/reliable system.
,\ n Unobstructed crossings (bridge or tunnels), remain the best solution to
\...J' manage railroad crossings; however, they are expensive to construct.
r"'\ n Based on the maximum allowable speed and length of the trains traveling
on this track, delays for the fire department if a train obstructs a crossing
~J is estimated to be 2 to 3 minutes.
.., n Actual delays on this track have been 3 to 4 minutes long.
u n A total range of 30 to 60 minutes per day is estimated to be the
obstructed time for one railroad crossing.
..., Mutual aid support from a neighboring community for coverage of areas
n
j~ east of the track would be in excess of the time it took the train to clear
the intersection.
'I
W n A possible option to alert the fire department of a train would be to
install a device that would indicate that the railroad intersection crossing
,.., arms have been lowered or raised. While this would not be a perfect
, solution it appears to have merit and worth exploring further.
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RailroadlTransportation Consideration, cont.
'1
,J The City of Andover's Transportation Plan has taken into consideration
n
,"'\ the emergency response needs as it relates to future planning for
safe/rapid response times. For the purpose of this report, SEH has
lJ assumed that these needs will be effectively resolved through the
''''I transportation planning process and beyond the score of this report.
U Recommendations:
Clearly, no matter if the station is constructed on the east or west side of the
r" tracks, there may be a possible delay of responding to an emergency if a train
, would be crossing one of the four intersections along north/south travel route
L..i
at the same time. This may lead to the opinion that the station should be built
rl west of the railroad tracks. In reality, the potential for delay will be possible
on either side of the railroad tracks.
I..J
Our opinion favors constructing the station on the east side of the railroad
~1 tracks for the following reasons:
d n In the event of a train operating on the tracks at the same time as a fire or
EMS response, a fire crew could respond and begin fire fighting or
-, emergency medical operations while other station responders from the
,) west side of the tracks are delayed.
r, n . Placing a station on the east side of the tracks would alleviate the need
\ for complicated response plans to cover the "just in case" scenario.
L.Ji
n The continuing increased EMS responses for the department mandate a
f'" rapid response, particularly to patients having cardiac or respiratory
I
L) difficulties. A response time of 4 minutes or less will ensure that these
patients have a good chance at life saving intervention from the fire
rl department. With the existing residential development east of the tracks,
and the proposed new subdivision developments, having a station in this
1.... area assures the community of present and future fire and medical
-\ response effectiveness.
,,) n In the event that Fire Station #3 crew is blocked by a train operating on
the tracks during an emergency, the community still has Fire Station #1
'1 and Fire Station #2 responding to fire fighting or EMS operations on the
1...1 west side of the track. Further concerns regarding response time on the
west side of the tracks may be addressed if consistent with the
r'" transportation plan, by planning for an unobstructed intersection at one
I of the major intersections near proposed Fire Station #3.
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5.0 Site Analysis
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l~~ Description:
,") SEH's recommendations thus far conclude that a station in the area of Fire
1.J Zone #3 on the east side of the railroad tracks is needed to provide quality
emergency response. With that conclusion made, the selection of the best site
. 1 is important to optimize affordability, maximum response times, efficiencies,
and citizen support. Chief Winkel provided SEH with two areas and one
I) specific site to consider while evaluating the best location for Fire Station #3.
For ease of discussion we have labeled them Site A, Band C.
r.,
n Site A
L.J This proposed building site for Fire Station #3 is located at 15975
'1 Crosstown Blvd. After speaking with Fire Chief Winkel, it appears that
, the City may propose a trade of this property with one that is located
d, directly south of the City owned site. The address for this site is 15955
Crosstown Blvd. In either case, the properties are similar in size, access
"1 to Crosstown Blvd, and topography to make preferred site discussions
LJ germane to both. See Subsection 5.1 for maps of Site A.
n n SiteB
I.J This site is in the area a half a mile north of site A.
n Site C
-1 This site is in the area a half mile south of site A.
u The project team reviewed and evaluated each site based on the following
.., criteria in order of importance:
n Egress to Main Transportation Arteries
L.) Response Time to Future Growth Potential
n
~j n Availability of Railroad Crossings
n Access to Intersections
.... n Potential for Traffic Congestion
n Size of Site
,..-"~ Availability of Municipal Utilities - Water and Sewer
n
d n Site Topography
n Site Acquisition Costs and Availability
", n Minimum Distance from Major Intersections (150")
uJ n Natural or Artificial Hazards
n Soils Conditions
rl n Hazardous Materials Conditions
~I n Public Support
n Neighborhood Match
r"',
Findings:
;.J Subsection 5.2 illustrates a map indicating the likely locations of Site B & C
,..., and the actual location of site A.
L..)
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Site Analysis, cant.
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1.J Using the criteria listed above, it quickly became evident that sites Band C
/""1 ranked very low on two of the most important site issues, Access to Railroad
Crossings and Main Transportation Arteries. Subsection 5.2 illustrates the
d condition. Additionally they ranked low on "Availability of Municipal
Utilities - Water and Sewer" while all other criteria were equally ranked.
I 1
.j Recommendations:
Site A or a site very close to Site A is the recommended location for the
" proposed Fire Station because it provides the quickest response time for
1..lJ densely populated areas and all other areas of this Fire Zone.
Additional Site A Comments
I"
Possibility of a new residential development in this general area may cause
l..--l two things to occur. First, it could alter the current understanding of entering
and exiting the station by fire apparatus and secondly, it may necessitate the
" city expediting extending water and sewer into this area quicker than long
LJ range plans project. This extension of water and sewer would greatly
enhance the desirability of the site.
.. The City already owns the property, therefore, no capital expenditures or
, n
L) relocation costs are necessary
'1 n The overall topography of the site is relatively flat eliminating the need
'J for extensive site preparation and engineering
n The site provides good access to main response thoroughfares such as
(, Crosstown Blvd., Constance Blvd., and Prairie Road to Andover Blvd.
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Ite na YSIS, cont.
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tJ 5.1 Site A Concept Plan
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6.0 Space Needs Analysis
,~
lJ Description:
" Several discussions were held with Chief Winkel during the course of our
d fact-finding efforts regarding the space needs for Fire Station #3. Our
understanding is that there are three issues regarding space needs to be
'-1 considered: 1) spaces required to establish a new fire station, 2) needs for the
I entire fire department, and 3) the future needs of the entire department as it
1..1 relates to City growth. Chief Winkel provided a space needs study that was
r, developed by the fire department staff that took into account the three issues
mentioned above.
l.J Apparatus Bay (3 drive through, plus 1f2 for turnout gear) 90 x 60
n
" n Offices (2) -12' x 14'
u n Hose Tower - 10' x 12'
r-i n Communications/Squad Room & Kitchen - 20' x 25'
d n Separate Communications Room -12' x 14'
" n Storage Room - 20' x 30'
i S.c.B.A. Room (separate air compression room) - 12' x 14'
L...J n
n Three (2 person) lockable sleeping rooms - 12' x 30'
'1
LJ n Mechanical Room - 12' x 20'
n Bathrooms/Locker Rooms -14' x 30'
.r',
n Janitor Supply Room - 8' x 10'
d
n Repair Shop - 12' x 16'
.' , n Utility Room (washer/dryer, et.) - 12' x 14'
d Fitness/Wellness Room - 16'x 25'
n
'-' n Alinna Paramedic Standby Room -15' x 20'
1) To fully understand the department's current space issues, a tour occurred of
the existing Station #3 on February 20 and 21, 2003. Pictures and floor plans
r-, of this station are shown in subsection 7.2
LJ Findings:
r..., The tour of Station existing Station #3 revealed the following issues:
Lj n This was originally a Public Works Facility that was converted to
'1 provide a temporary fire station.
Lack of administrative space, induding area for Station #3 district chief.
n
lJ
n Lack of space for administrative duties - response reports, records
'1 keeping, and management of personnel issues with a degree of privacy.
L) n Limited equipment storage within the station thereby necessitating using
the hallway areas of the crew entry.
r")
n Poor floor drainage results in maintenance difficulties.
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Space Needs Analysis, cont.
'-'
IJ Poor air quality - no vehicle exhaust systems
n
d n Lack of vehicle and equipment maintenance area
LJ n Lack of apparatus space when performing hose replacement after major
fires, washing fire apparatus, and performing special and regular
" maintenance duties (particularly in winter time)
I-J Parking for Station #3 staff is at a minimum
n
( 1 n Number of deficiencies in Station #3 make it difficult and costly to
..J renovate
n Site size is needs to be two to five acres to meet the needs of the station
'1
n Regulatory deficiencies related to occupancy separation walls
l J
n Subsection 6.1 summarizes the total spaces needed for a new station
., based on the list of spaces identified by Chief Winkel and Staff
J Chief Winkel also reviewed the need for the City to locate an Emergency
--, Operations Center, (EOC). Currently, there is an emergency operations plan
for the City; however there is no safe place to operate/execute the plan. Chief
.....J Winkel feels it is his responsibility to be sure to try to provide an EOC to
adequately protect the public during a time of crisis. This space is best
--, located in an underground condition; a basement in the new fire station could
L.J be a location for the EOC. All public facilities need to provide accessibility
to the entire public, thus an elevator would be required along with two means
.., of stairway egress if this feature is to be included in a new station.
L.J Recommendations:
-~ SEH recommends building a 10,000 sq ft. to 10,500 sq. ft. building on a site
that is three to four acres in size.
u SEH also recommends that, if other economical options are not available to
,..., the City and EOC, an additional 1,500 sq. ft. be added toJhe facility for a
,) lower level EOC area.
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Space Needs Analysis, cont.
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l.J 6.1 SEH Space Needs Summary
r,
lJ Summary of Spaces
rl Estimated Number Total
Room/Functional Area . N.S.F. Areas
LJ 1. Apparatus Area 5,880 1 5,880
r'"( 2, Administration 1,140 1 1,140
3. Crew Facilities 1,480 1 1,480
...)
r'\
LJ . . . Net Square Feet (nsf) . 8,500
....~ Net-to-Gross Conversion Factor .20 1,700
. Gross Square Feet (gsf) 10,200
...)
,-,
LJ Detail of Spaces
. Special Requirements (PJumbinglHVAC,
r, :r ~ ~ "l/I Telephone, Power, lighting, Security,
CIl Acoustical. Security, Equip.,
Room/Functional Area CIl )( c.E 'E Cii ~1O
LJ (Exterior & Interior Areas) .!:!;:l: ... 10 ~ 10" Communication Equip., Goals of Activity,
1I)~ 1.1.:~ ::J ~< Hours of Activity, # of Occupants per Area,
1I) 0 Remarks, Type of Finishes, Multi-purpose,
;', Aesthetic Concerns, Views, Displays).
1-1 1, Apparatus Area
A. Bavs 20x90 1800 3 5,400 Each Drive Throuqh
B. Reoair Shop 12x 16 192 1 192
,-\ C. SCBA 12 x 14 168 1 168
d D. Hose Tower lOx 12 120 1 120
......1 5,880 .
....1 2. Administration
A. Offices 10x 12 120 2 240
-I C. Communications/Quad Rm. 20X25 500 1 500 Includes residential kitchen
D. Separate Communication lOX 10 100 1 100
LJ Rm.
E. Alinna Paramedic Standby 15x20 300 1 300
rJ Rm.
I
V 1140
3. Crew Facilities
n A. Sleepinq Rooms 15x24 360 3 1,080 Two person per room
u' C. Fitness/Wellness 16x25 400 1 400
., 1,480
L4 4. Emergency Operations Center 30 x 50 1500 1 1,500
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r~
f) 6.2 Existing Fire Station
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7.0 Ladder Truck Analysis
('1
d Description:
r-, An Insurance Service Office Rating (ISO) is a tool that is used by insurance
d industries to gauge (among other things) the effectiveness of the
community's fire defenses. The grading schedule is a numeric based system
,"'1 that ranges from one to ten. One is the highest of ratings, while a rating of ten
would indicate that no organized fire defenses exist in the community. When
Lj a community has been evaluated and the ISO ranks it into one of the grading
classes, the future fire insurance premiums within that community will be
r, established based on the ranking. A ranking of number one is extremely
LJ difficult to obtain. The costs involved in attempting to attain the highest
ranking by conforming to all the required ISO rating criteria would be
"' financially very difficult. Additionally, a community's ability to recapture
I
L) these compliance costs in the form of reduced insurance premiums would be
very difficult.
,..~ Subsection 7.1 shows the difference in insurance premiums for residential
\
d and commercial properties throughout the ISO grades. There are areas as
shown where significant savings can be attained, and in others very little
r, savings is achieved.
I
L..J Findings:
"1 The Andover Fire Department has an excellent rating of four.
L.J Within the grading categories, a ladder truck receives relatively little credit
as opposed to grading factors like manpower, water supply, etc. The Andover
r, Fire Department currently has a ladder tower with a pump that serves as an
1..) elevated water discharge device. This ladder truck, however, has no working
platform for fire fighters to use when operating for extended periods of time
~, in aerial fire fighting operations. On today's fire apparatus market, a new
L.J 100' ladder truck with a work platform, high volume water fixed discharge
system, and midship mounted fire pump would cost between $550,000 to
r, $950,000. In looking at the ISO chart, even if the purchase of this specialized
I fire apparatus would provide the level of credit to bring the City of Andover
d into the next lower grade, the cost savings to the community would not be
..., realized in the form of reduced insurance premiums.
d Recommendation:
We do not recommend the purchase of a new ladder truck to meet ISO
r-\ criteria.
l...1 We recommend you purchase a new ladder truck if you wish to enhance the
safety and confidence of the members of the Andover Fire Department and
r, provide for a much higher level of effective control of fires requiring
,
LI overhead firefighting operations.
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r"1
.J 7.1150 Fire Protection Rating System
r-,
...J LMC LMCIT
'1 Risk Management Information
I.J I~u.,"i' or Mi'U1f!'sota Citiet.< 145 University Avenue West, St. Paul, MN 55103-2044
Cit~'6 promv/inp ~f/f!'''Cl! Phone: (651) 281-1200. (800) 925.1122
--, Fax: (651) 281,1298 . TDD (651) 281-1290
1.,J www.lmcit.lmnc.org
~1 THE ISO FIRE PROTECTION RATING SYSTEM
,
L.J
The Insurance Services Office, Inc. (ISO) has' for many years done evaluations and ratings of the
---, fire protection provided in communities. This system is called the ISO Public Protection
I.J Classification program, or ppe. The PPC process grades a community's fire protection on a
scale of I -I 0, based on ISO's Fire Suppression Rating Schedule.
r-, Many insurance companies use ISO's PPC evaluations as a factor in setting the premiums they
I charge for property insurance; the better the community's PPC grade, the lower the premiums
Ll the insurance company would cbarge for property insurance in tbat community. ISO's data on
fire losses indicates that communities with better fire protection as evaluated by the PPC do in
-1 fact tend to have lower losses from fire damage than other connnunities.
LJ
This memo gives an overview of the factors that affect a community's PPC rating. how tbese
-, ratings affect insurance premiums, how the city can have its rating reviewed, and where the city
can get more infonnation on the ISO PPC process.
LI
What factors are the ppe ratings based on?
-,
,
....1 ISO's PPC system has been in use since the early 1900's, and has been continuously modified
and refined over that time. The Fire Suppression Rating Schedule (FSRS) looks at a great deal of
,-I specific infonnation about the fire department, the water supply, and tbe types of property in the
I community, and uses a fairly complex process to evaluate that information. In general though,
d here are the factors the PPC system looks at.
"-l . Water supply is the most important single ISO Fire Rating Factors
d factor, and accounts for 40% of the total
rating. The FSRS compares the water supply
available at representative areas of the Alarm and
rl community with the amount needed to fight a dispatch ---
10%
U fire in the types of buildings there are at that
location. In addition, there are some specific Training _//
minimum requirements for specific classes; 9%
-. to be Class 8 or higher. for example, the city
w must have the water supply and equipment to
deliver at least 250 gallons per minute for at
,-, least two hours.
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rl How do ISO PPC ratings affect insurance premiums?
d
The table to the right shows how the Re resentativc insurance premiums
.~" premiums would vary for some typical Fire $150.000 $1,000.000
structures under a couple of insurance Class residence office buildint'
l.J companies' current rating schedules. I S670 _'__' _~;',9.5Jl..._____
..--- --
~ $670 $2.980
,.., Keep in mind though that every 3 $670 $3.020
insurance company sets its own mtes. 4 $670 $3.040
L.J While these figures are reasonably 5 $670 $3.06D
representative of how much difference 6 $670 $3,120
~, the fire rating can make in an insurance 7 $670 $3,230
d buyer's premiums. the amounts and 8 $777 $3,330
percentages of the premium credits for 9 $972 $3.440
ID $1.072 $3.710
~, the various fire classes will vary among
L} . .
msurance companies.
r\ Here are some points to nole:
I
LI In this schedule, no additional credit is given on residential property for a fire class better
.
~, than 7. The reason has largely to do with the role that water supply plays in the ratings,
Having a better water supply helps in fighting fires in larger commercial structures, and
~} therefor is reflected in a better rating. But for most residential fires a lesser water supply is
actually needed, and having more than that available really doesn't help the fire department
r, fight that particular residential fire any better. There's some variation among insurance
LI companies (e.g., some might allow additional credit for class 6, others might lump classes 7
and 8 together for rating purposes, etc.) but this general pattern is fairly typical for residential
~ premium structures.
I
l.,.l Not all insurance companies use the ISO PPC classifications. This is especially true for
.
n residential coverage. Some companies have their own rating systems based on their own
I historical loss data for the area rather than on an evaluation of the fire protection in the area.
J..J Other insurance companies use their own systems for rating the fire protection for a
-. particular property; a company might classify properties based on the individual property's
distance from a fire station and water supply, for example.
LJr
LMCIT also uses the ISO PPC ratings as a factor in detennining premiums for coverage on the
,...., city's own buildings.
l.J
Improving the city's ISO PPC rating will likely have the biggest impact on citizens' insurance
n costs if your city is in one of two situations:
U The city is currcntly in one of the lowest ISO PPC classes; or
.
r-,
. The city has a significant amount of commercial or industrial property.
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7.0 Ladder Truck Analysis, cont.
r,
d
. Fire equipment accounts for 26% ofthe rating. Again, there are both some specific
r1 minimum equipment requirements, and additional equipment standards based on the numbers
\oj and types of structures in tbe community. Regular testing of tbe equipment is also a factor.
(lncidentally, tbe ISO rating system does not have a maximum age for fire trucks, but instead
1"1 focuses on the equipment's capabilities. Ifthe 1949 pumper is tested regularly and meets
~.J performance requirements, it's as good as a brand new truck as far as ISO is concerned.)
'1 . Personnel accounts for 24% of the rating. 15% of that is based on the numbers of firefighters
, available for the initial response and how quickly the firefighters can respond. The other 9%
LJ reflects the initial and ongoing training the firefighters receive.
r1 The alarm and paging system accounts for tbe remaining 10% of the rating.
, .
1.1
Wben ISO rates a community's fire protection, tbey will prepare a "Classification Detail Report"
r, which shows in detail how much credit the city received in the rating process for each item
d reviewed, compared to the maximum credit possible for that item. ISO will also prepare an
"Improvement Statement" which identifies what changes a city would need to make in order to
r1 move up to a particular grade. To get a copy of these reports, the fire chief needs to request them
I from ISO in writing on official letterhead.
LJ
r1 Re-rating the city's fire protection
d ISO will periodically send the city a "Community Outreach Questionnaire", asking for
r1 information about the city's fire protection system. If the city completes and returns the
questionnaire, ISO will check lor significant changes in the city's fire protection system that
d might merit a review of the city's current classification.
,., Changes in the area served, improvements in the city's water system improvements, additional
I
1...) fire stations constructed, new equipment added, improvements in the city's alarm and paging
system, etc., are some of the items most likely to trigger a review. Ifthe city has made
,....." improvements in any of these areas, it may be worthwhile to contacrISO to request a survey.
\ The city can also download a copy of the Community Outreach Questionnaire from ISO's web
1....1 site, complete tbe survey, and return it to ISO to get the process started.
r-1
Fire protection ratin~s in Minnesota .. ~._----_....._...._.._._-_._-_._._-~
U Fire protection ratings in Minnesota
r, Tbe cbart to tbe rigbt sbows the current 1000
distribution ofISO ppe ratings in Minnesota. 940
L.J 800
600
r,
LJ 400 I
200
'-' 14 I
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LI 1 2 3 4 5 6 7 8 9 10 !
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7.0 Ladder Truck Analysis, cont.
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1...1 For additional information
r- ISO's website www.isomitigation.comlfire1.htrnl offers a great deal of useful and well-organized
information on the Property Protection Classification system and the Fire Suppression Rating
L.' Schedule. You can also download a copy of ISO's eommunity Outreach Questionnaire from this
site.
-,
I..,i You can also contact the ISO office for Minnesota by phone or mail
r, Insurance Services Office
L.l III North Canal Street, Suite 950
ehicago, IL 60606-6214
-1 312-923-0070
, 800-444-4454
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__I 8.0 Probable Cost of Construction
....,
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..J Description:
'l There are several sources that SEH uses to establish probable Costs of
0 Construction for new Fire Safety Facilities.
n Past Projects of Similar Size and Locality
'\ n Second Opinion eost Estimators
L.i Industry Standard Resources namely "Means Cost Estimating" by RS
n
-\ Means Company Inc.
d Findings:
The probable cost of Construction for a fire station approximately 10,000 sq.
....-\ ft. to 10,500 sq. ft will be $130 to $160 per sq. ft. assuming generic site
.
\....1 conditions and 2003 construction cost data. That equates to a $1.3 to $1.68
million using current construction costs. An inflation factor of 4% per year
..--~ should be used to determine likely costs of construction in year 2004 and
LI 2005. These costs calculate to be $1.35 to $1.75 million and $1.4 to $1.82
million respectively.
r\ Recommendations:
,-I When planning for Fire Station #3 we recommend using the following Total
Project Budget as a guide to help you plan funds for your new fire station:
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Probable Cost of Construction, cont.
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L....l 8.1 Total Project Budget Summary
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l..J I. Professional Fees - Pre Design
(Engineers, Architects, Estimators, Planners) Programming,
" Schematic Design, Communication Graphics) $5,000 to $10,500
w II. Professional Fees - thru receipt of Bids
..., (Engineers, Architects, Estimators, Planners) Including
Construction Plans, Specifications & Bidding Services $68,250 to $88,200
u
111. Professional Fees -
.. Construction Administration
L.Ji Services Provided as directed by Owner on an hourly
basis, total cost not to exceed amount shown $23,000 to $29,400
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l...i IV. Legal/Fiscal Fees
(Encumbrance Reports, Legal Opinions, Bond Sales) Varies with Funding Type
,,,",
w V. Testing/ Permitting/Survey
(Soils, Plan Review Fees, Surveying) $10,000 to $15,500
I VI. Fixtures, Furnishings, and Equipment
u' (Equipment, furniture, systems furniture, etc.) $35,000 to $45,000
,..."
VII. Owners Contingency
LJ (There is also a contingency held in the budget for
0" construction costs, this is for other than construction
contingency provisions.) $6,000 to $15,000
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V1II. Communications & Misc. Systems
......., (Telephone, Security, Controls, Sound, Audio Visual) $15,000 to $45,000
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IX. Administration/Misc. Expenses
"""T (Staffing, Advertising, Communications, Printing, Editing,
, Mileage, Photographs,) $8,000 to $15,000
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.,...., X. Construction Budget
k.J Based on needing approximately 10,000 sq. ft to 10,500 sq
. ft. and a range of construction cost between $130.00 per
'" sf. and $160.00 per sf. $1,300,000 to $1,680,000
. I
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r-. TOTAL $1,470,250 - $1,943,600
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""-1 Short Elliott Hendrickson Inc. Page 39
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I April 15, 2003
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J Constance Corners
,....,
J Street and Utility Improvements
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and Appurtenant Work
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J Prepared for:
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1 City of Andover
L.J City Project No. 02-45 1685 Crosstown Boulevard NW
Andover, MN 55304
J
I WSB Project No. 1463-01
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I Prepared by:
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4150 Olson Memorial Highway, Suite 300
....., Minneapolis, MN 55422 (763) 54 I -4800 & Associates, Inc.
,
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LJ FEASIBILITY REPORT
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cJ CONSTANCE CORNERS
..., STREET AND UTILITY IMPROVEMENTS AND
....J APPURTENANT WORK
..., CITY PROJECT NO. 02-45
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.....J FOR THE
..., CITY OF ANDOVER, MINNESOTA
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u Prepared By:
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LJ WSB & Associates, Inc.
4150 Olson Memorial Highway, Suite 300
..., Minneapolis, MN 55422
LA (763) 541-4800
(763) 541-1700 (Fax)
...,
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...,
.....J Feasibility Report
Constance Corners Street and Utility Improvements
..., and Appllrtenalll Work
City Projecl No. 01-45
U Andover, Minnesota
WSB Projecl No. 1463-01
..
. JWSB
J & Associates, Inc. April 15, 2003
.., Honorable Mayor and City Council
J eity of Andover
1685 Crosstown Boulevard NW
Andover, MN 55304-2612
-,
I Re: Feasibility Report
..J
eonstance eorners Street and Utility Improvements
..., City Project No. 02-45
LJ Andover, Minnesota
WSB Project No. 1463-01
....,
L.J Dear Mayor and eity Council Members:
...., WSB & Associates, Inc. is pleased to present the enclosed feasibility report for street and utility
LJ improvements associated with the Constance Comers residential housing development. The
Constance Comers development site is located in the southwest quadrant of the intersection of 161 st
Avenue NW and Crosstown Boulevard.
...,
J The enclosed report presents a discussion of two alternatives to provide sanitary sewer and
watermain to the site. Both alternatives for the sanitary sewer propose the construction of a lift
l station to serve this development as well as undeveloped properties located east of Crosstown
.J Boulevard located within the current 2020 Metropolitan Urban Service Area (MUSA). The
construction of proposed Alternative No. I would require the developer to acquire a permanent
-, utility easement outside the limits of the development. However, the improvements associated
, j with Alternative No.2 are feasible from an engineering standpoint should the developer fail to
acquire the necessary easements.
-1
.J It is the recommendation ofWSB & Associates, Inc. that the City Council proceed with the
implementation of the improvements associated with Alternative No.1. Alternative No.2 should
., be considered as a secondary option in the event the utility easements required for Alternative
j No.1 cannot be obtained.
., We are available at your convenience to discuss the contents of this report. Please feel free to
I contact me at (763) 287-7193 if you have any questions regarding the contents of this report. We
j appreciate the opportunity to assist you and your staff in the completion of this project.
1 Sincerely,
, ~,:A'iia"W
Kevin B. Kawlewski, P.E.
. J 4150 Olson Senior Project Manager
Memorial Highway Enclosure
,
I Suite 300
I Dave Hutton, WSB & Associates, Inc.
Minneapolis CC:
~ Minnesota kk/sb
j 55422
1 763.541-4800
I 763.541-1700 FAX Minneapolis. SI. Cloud, Equal Opportunity Employer
n
LJ CERTIFICATION
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LJ I hereby certify that this plan, specification or report was prepared by
~ me or under my direct supervision and that I am a duly Licensed
LJ 17of,,,ionm En.lz ='7' lal~72Minn"ota
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L1 I Kevin B. Kawlewski, P.E.
n
LJ
Date: April 15, 2003 Lie. No. 25496
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LJ 'C)~(/$~~
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LJ David E. Hutton, P.E.
...,
LJ Date: April 15, 2003 Lie. No. 19133
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~j Feasibility Report
Constance Corners Street and Utility Improvements
~, and Appurtenant Work
City Project No. 01-45
LJ Andover, Minnesota
WSB Project No. 1463-01
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LJ
...., TABLE OF CONTENTS
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....,
TITLE SHEET
L.J LETTER OF TRANSMITTAL
...., CERTIFICATION SHEET
TABLE OF CONTENTS
L.J
...., 1. EXE CUTIVE SUMMARY ................................................................................................ 1
L.J 2. INTR 0 D U CTI 0 N ........... ......... ............................ ...... ......... ........ ........... ............................ 2
...., 3. LO CA TI 0 N .... .............. ........................ ........ ......... .................. .......... ........... ....... ............... 2
L.J
4. IMP R 0 VEMENTS ............... .............. ......................... ................ .................... .................. 3
....,
4.1 Sanitary Sewer......................................................................................................... 3
LJ 4.2 Watermain. ...... ......... ........... ............ .... ...... ........................... ............................... ..... 4
-, 4.3 Storm Sewer............................................................................................................. 5
4.4 Streets....................................................................................................................... 5
LJ 4.5 Trails........................................................................................................................ 6
...., 5. PR OJE CT INITIA TI 0 N ................ ..... ............................ ............ ................................. ..... 7
LJ
6. FEAS IB ILITY ................ ........... ................................ ................................ ...... ..... .............. 7
...., RIGHT-OF - WAY /EASEMENTS...........................................................................:......... 7
7.
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8. PE RMITS ...... ..... .................. ..................................... ............... ................. ......................... 7
-,
.J 9. CO MPLE TI 0 N . .......................... .......... ....................... ............... ............................... ........ 8
10. ESTIMATED PROJECT COST ...................................................................................... 8
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...J 11. FINAN CIN G..................... ...... ................................... ...................................... ................... 9
-, 12. ASS ESS MENTS .......................... ............ ............. ......................... .......... ................... ........ 9
L.J 13. PROPOSED PROJECT SCHEDULE ........................................................................... 10
...., 14. OPINION OF ESTIMATED COST ................................................................................11
LJ 15. AS S E S S ME NT CALCULA TI 0 N S ............................ ................ .............................. .......21
....,
...J Appendix A
Figures
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LJ Feasibility Report
Constance Corners Street and UtiUty Improvements
and Appurtenant JVork
-, City Project No. 02-45
...J Andover, Minnesota
WSB Project No. 1463-01
....,
:.J
1. EXECUTIVE SUMMARY
....,
u Constance Comers is proposed as a 42-unit single family development covering 38.6 acres in the
...., southwest quadrant of 161 sl Avenue NW (County State Aid Highway 20) and Crosstown
Boulevard (County Road 18). The proposed project includes the construction of sanitary sewer
LJ facilities, watermain, storm sewer, ponding and street improvements.
...., The topographical constraints on the site will require the construction of a lift station to serve 24
u units in the northern and eastern ends of the site. The inclusion of the lift station will allow for
...., the extension of the sanitary sewer to the east side of CR 18. This system will then provide
L.J sanitary sewer service for potential development of properties at the northeast end of the 2020
MUSA. The proposed extension of the sanitary sewer and watermain to serve properties along
..., Quince Street will require construction to occur along the south ditch ofCSAH 20 from Vale
LJ Street to the proposed Quince Street entrance to the site.
...., Two alternatives were evaluated for the construction of sanitary sewer and watermain to provide
u service to the Sycamore Street cul-de-sac. Alternative No.1 proposes extending the sewer and
watermain from 159th Lane NW in the Red Pine Fields development west of the Burlington .
...., Northern Santa Fe (BNSF) railroad tracks. This alternative would require the acquisition of a
LJ utility easement from the railroad right-of-way to the Sycamore Street right-of-way
approximately 500 feet beyond the southern limits ofthe site.
....,
LJ Alternative No.2 proposes the construction of a gravity sewer from the south end of the
Sycamore Street cul-de-sac easterly across the wetlands connecting to the Quince Street sewer
...., and contributing to the proposed lift station. Both alternatives could potentially provide a gravity
LJ sewer system for the metes and bounds lots, and the Moores Estates development south of this
project site. However, the metes and bounds area and Moores Estates are currently proposed to
...., receive gravity service from a future trunk system to be extended along Crosstown Boulevard.
.J
The costs associated with the project include City participation for the construction of
...., components of the sanitary sewer trunk extension and lift station costs. The City's share of the
LJ sanitary sewer costs will be funded through the City's trunk sewer fund and collected at a later
date as properties within the service area develop. The estimated project costs for the proposed
...., improvements for Alternative Nos. 1 and No.2 are $1,423,700 and $1,407,810, respectively,
LJ including construction costs, engineering trunk source and storage fees and City expenses. The
developer's COsts for Alternatives 1 and 2 are $1,131,073 and $1,146,007, respectively. City
...., costs for Alternatives 1 and 2 are $292,629 and $261,805, respectively. The City's
LJ Comprehensive Plan calls for a IO-foot-wide trail to be constructed along CR 18 and CSAH 20
in the area. However, due to right-of-way constraints, the trail is not proposed to be constructed
...., with this project.
u
The City has also received a petition for the United Pentecostal Church at 16060 Crosstown
...., Boulevard, which is adjacent to the north edge of the Constance Comers. This project has been
u designated as City Project No. 03-16. The project costs for the Constance Comers project, as
presented in this report, include approximately $12,650 for the extension of sanitary sewer and
...., watermain services to the church. These costs include a construction contingency and indirect
Li costs. However, they do not include trunk source and storage fees (Area and Connection), lift
....,
....., Feasibility Report
Constance Corners Street and Utility Improvements
and Appurtenant JVork
...., City Projecl No. 01-45
....., Altdover, Minnesota
WSB Project No. /463-0/ Page 1
..
u
station fees and utility railroad crossing fees Gacking for sanitary sewer and watermain). These
.. fees will need to be collected by the City at the time of connection. The $12,650 estimate will
LJ need to be deducted from the assessed costs for Constance Comers at the time final assessments
are calculated.
.-,
LJ Alternative No.2 is recommended as the preferred alternative. It provides a utility system that
.. will allow complete development ofthe site without having to acquire an easement beyond the
L.J limits of the site. It also represents the least expensive alternative. However, the watermain
connection proposed for Alternative 1 should be constructed in the future, as that area develops,
.-, to provide redundancy in the system by creating an external loop to the development.
L.J The project is feasible from an engineering standpoint to provide public utilities to the proposed
.-, development. However, economic feasibility will need to be determined by the developer.
L.J 2. INTRODUCTION
.-,
u This Feasibility Report presents the results of our analysis of the proposed construction of public
streets and utilities as part of the Constance Comers development in the City of Andover. The
.. proposed utility construction includes sanitary sewer, watermain, storm sewer, and streets. The
LJ proposed street improvements include the addition of right and left turn lanes along both CR 18
and CSAH 20 as a result of the review performed by the Anoka County Highway Department.
.. The Constance Comers development is proposed as a 42-unit, single family residential
LA development consisting of36.8 acres.
.. The preparation of the Feasibility Report was authorized by the Andover City Council at their
LA December 17, 2002, Council meeting.
.. 3. LOCATION
L.J
The proposed Constance Comers development is located in the NEY4 of the SEY4 of Section 14,
.. Township 32, Range 24, in the City of Andover, Anoka County, Minnesota.
LJ
The site is located in the southwest quadrant ofCSAH 20 and CR 18. The site is bounded on the
.-, west end by the Burlington Northern Santa Fe (BNSF) Railroad east right-of-way line. The site
LJ is bounded by the metes and bounds lots and Moores Estates on the south. Figure 1 in the
Appendix is a general location map ofthe site.
..
L.J The site also contains approximately 13.4 acres of wetlands. The wetlands contained within the
site are listed as protected by the Minnesota Department of Natural Resources (DNR). It is
.-, assumed that all improvements proposed for the site will need to acquire permits from both the
LA DNR and the Coon Creek Watershed District.
.-,
LJ
..
LJ
...,
LJ Feasibility Report
Constance Corners Street and Utility Improvements
and Appurtenant JJlork
..., City Project No. 01-45
LJ Andover, Minnesota
WSB Project No. 1463-0/ Page 2
-,
L.J
4. IMPROVEMENTS
-,
L.J 4.1 Sanitary Sewer
-, The sanitary sewer for the proposed site consists of two separate components. The first
w component is an 8-inch PVC sanitary sewer to be constructed in Quince Street, which includes
.., the north and east ends of the site. The proposed sanitary sewer improvements are shown on
L.J Figure 3 in the Appendix. The sanitary sewer to serve units adjacent to Quince Street will be
constructed along the Quince Street centerline and extended to the west to Vale Street in the Red
-, Pine Fields development approximately 250 feet west of the BNSF railroad tracks. The
L.J construction of the sanitary sewer line from Quince Street to Vale Street is an extension of the
City's trunk sewer to serve this property, as well as properties on the east side ofCR 18 within
-, the 2020 Metropolitan Urban Service Area (MUSA). Due to the depth of the sanitary sewer at
L.J Vale Street, it will be necessary to construct a lift station along the Quince Street alignment to
serve 24 of the 34 units along Quince Street. It should be noted the wet well on the lift station
...., will be sized for ultimate development conditions east ofCR 18. Design of the pumps will need
L.J to evaluate the timing of proposed development of the affected service area to ensure that the
selected pumps will adequately handle the initially low flow rates as well as future developed
-, conditions.
L.J
The second component of the sanitary sewer is the lateral extension of an 8-inch PVC pipe to
...., serve units adjacent to Sycamore Street, which is the cul-de-sac in the southwest corner of the
u site. This component was evaluated as two alternatives. This component was analyzed as two
separate alternatives as discussed in the following paragraphs.
-,
L.J Alternative No.1 proposes to construct an 8-inch PVC pipe from the Sycamore Street cul-de-sac
approximately 500 feet south of the development limits and extend westerly to the system in
-, 159th Lane NW in the Red Pine Fields development west ofthe BNSF railway. The pipe will
L.J need to be jacked across the limits ofthe BNSF right-of-way. The existing sewer west ofBNSF
railroad tracks has adequate depth to provide gravity service to the properties adjacent to
...., Sycamore Street. The construction of the sanitary sewer across the railroad tracks will require
L.J the developer to obtain a permanent utility easement across one existing parcel in the metes and
bounds area to complete the construction. The sanitary sewer improvements associated with this
-, alternative are shown on Figure 3 in the Appendix.
L.J
Alternative No.2 is to provide service to the Sycamore Street cul-de-sac by extending the
...., sanitary sewer at the south end ofthe cul-de-sac easterly across the wetlands and connect to the
L.J pipe along Quince Street. The depth necessary to service units along the south end of Quince
Street will allow for a gravity connection through the wetlands. This option can be utilized if the
...., developer is unable to acquire the easements necessary to construct Alternative No.1.
u Construction of this alternative will require permits from the Department of Natural Resources to
-, cross a DNR-protected wetland along with permits from the Coon Creek Watershed District. A
detailed Opinion of Probable Cost for both Alternatives is included in a later section of this
L.J report. The sanitary sewer improvements associated with this alternative are shown on Figure 4
.., in the Appendix.
LJ
-,
L.J F easihility Report
Constance Corners Street and Utility Improvements
and Appurtenant 'York
-, City Project No. 02-45
W Andover, Minnesota
WSB Project No. 1463-01 Page 3
.....,
LJ
...., Both alternatives could potentially provide a gravity sewer connection to the metes and bounds
area and the Moores Estates south of the Constance Corners site should it redevelop, but, based
LJ on the City's Comprehensive Sanitary Sewer Plan, this area should be serviced through a trunk
...., sewer to be extended from the south along Crosstown Boulevard. Alternative No. I could also
LJ provide a direct gravity connection for units along the cul-de-sac, as well as areas to the south,
through Red Pine Fields to the Chesterton Commons lift station. The construction of Alternative
...., No.2 would allow for the extension of a sanitary sewer lateral south of the Sycamore Street cul-
LJ de-sac to provide service to 4-5 units along that roadway. This service could be extended south
at the same time the watermain loop in Alternative No.1 is constructed. Properties south of the
..., Constance Corners site should be directed to the south, as there is limited capacity available in
LJ the Chesterton Commons lift station. The remainder of the available capacity in that station is
assumed to be for future development on the north side of CSAH 20.
...,
LJ Four-inch sanitary sewer services will be extended from the lateral pipe to each unit. One
additional 8-inch service will be extended to the existing church on the corner of CR 18 and
..., CSAH 20.
LJ
The undeveloped properties south of the Sycamore Street cul-de-sac have been preliminarily
..., considered for potential future lot splits. Based on minimum lot size dimensions, 8" x 4" wyes
u will be installed on the sewer pipe and plugged. In the event these properties do split in the
future, connections will be available.
...,
u 4.2 Watermain
..., Trunk watermain connections are not immediately available for construction through the site.
LJ An external loop will be created by extending two separate 8-inch ductile iron watermains from
Vale Street on the north and 1591h Lane NW on the south in the Red Pine Fields development
..., west of the BNSF railroad tracks to the site. The proposed watermain improvements are shown
LJ on Figures 5 and 6 in the Appendix. The northern component of the loop will be extended
easterly along the south ditch line of 161s1 Avenue NW from Vale Street to Quince Street. The
..., main will then turn south and follow the proposed Quince Street alignment to the east side of
LJ Crosstown Boulevard to provide future service to undeveloped properties east of CR 20.
..., The watermain for the Sycamore Street cul-de-sac was also considered as two alternatives
LJ correlating with the alternatives for the sanitary sewer. Alternative No.1 proposes the
construction of a southern connection following the sanitary sewer alignment through the
..., proposed easement. The watermain would be constructed as 8-inch ductile iron from 1591h Lane
LJ NW to the south end of the cul-de-sac. The pipe would also need to be jacked across the limits
of the BNSF right-of-way. The 8-inch pipe would be extended easterly across the wetlands and
..., completing a loop by connecting to the watermain in Quince Street. A 6-inch ductile iron pipe
LJ would be extended to the north end of the cul-de-sac and dead-ended at a hydrant. This
alternative is recommended as it provides and external loop through the development creating
..., greater redundancy through the system.
LJ
Alternative No.2 correlates to the sanitary sewer Alternative No.2. In the event the easements
..., necessary for Alternative No.1 cannot be acquired by the develop, an internal loop can be
LJ constructed from the north end of the Sycamore Street cul-de-sac across the wetland and
...,
LJ Feasibility Report
Constance Corners Street and Utility Improvements
and Appurtenant Work
..., City Project No. 02-45
Andover, Minnesota
LJ WSB Projecl No. 1463-01 Page 4
..,
:....J
.., providing a second connection to the pipe in Quince Street. This alternative does not allow for a
LJ second external connection from the site, creating a large loop at the end of the existing system.
.., It is anticipated that the watermain connections between Quince Street and Sycamore Street will
LJ be in contact with groundwater and potentially aggressive soils within the limits of the wetlands.
We recommend that these sections of pipe be installed with a polywrap to minimize corrosion
.., and chemical reactions with the soil.
LJ Water services will consist of I-inch copper pipe and will be extended from the main to the
.., property line for each individual lot. A 6-inch ductile iron pipe will be provided to the existing
:....J church at the intersection of CSAH 20 and CR 20 to allow for on-site fire protection systems.
.., The extension of the watermain loop proposed as Alternative No. I will need to be constructed
:....J 10 feet south of the sanitary sewer extension to Sycamore Street. The easement will need to be
wide enough to accommodate both the sanitary sewer and watermain along that alignment.
..,
:....J 4.3 Storm Sewer
.., The stormwater collection system as proposed has been designed by the developer's engineer
LJ and approved by the City. The overall proposed storm sewer improvements are shown on Figure
7 in the Appendix. The developer is responsible for all site grading, pond construction, and any
.., wetland impacts mitigation.
u
Our analysis resulted in the relocation of the storm sewer to be constructed in the northeast
.., comer of the site along the south property line of the church. Due to easement restrictions, the
LJ storm sewer will be re-routed along the south property line of the church site as shown on
Figure 7.
..,
LJ Surface water runoff generated on this site will be controlled with the proposed system and
directed to the wetland area internal to the site. The system designed will provide protection for
.., a lO-year, 24-hour rainfall event. Ponding and storage calculations are based on a 100-year
LJ rainfall event.
.., Catch basins will be used to collect surface water within the streets.
LJ
Permits related to the site grading are the responsibility of the developer. However, permits for
.., the construction of the storm sewer outlets to the wetlands will still need to be verified during the
LJ design phase prior to the award of the construction contract.
.., 4.4 Streets
LJ
.., Streets within the proposed development will be publicly owned and maintained by the City of
Andover. The proposed typical section is shown on Figure 2 in the Appendix. The overall street
LJ improvements are illustrated on Figure 8. Streets will be constructed to a standard width of 33
.., feet from back of curb to back of curb. The pavement section will be constructed with a I-inch
bituminous wearing course, I Y2-inch bituminous base course, and a 4-inch Class 5 aggregate
LJ
..,
LJ F easibilily Report
Constance Corners Street and Utilily Improvements
and Appurtenanl Work
.., Cily Project No. 02-45
LJ Andover, Minnesota
WSB Project No. /463-01 Page 5
..,
LJ
.., base. The streets shall be constructed with a surmountable concrete curb and gutter consistent
LJ with City Standards.
.., A geotechnical evaluation was conducted on this site by a separate soils engineering consultant
L.J to the developer. R-values of the in-place soils were estimated in the range of 30 to 70. The R-
value of a soil represents the strength and stability of the material and is integral for the design of
.., flexible pavement systems. Higher R-values represent greater soil strength and will allow for the
L.J construction of a lighter pavement section. R-values were estimated for in-place soils based on
soil characteristics. Based on that estimate, the geotechnical engineer recommended a pavement
.., section of 1 V2 inches of bituminous wear, 1 V2 inches of bituminous base, and an 8-inch Class 5
LJ aggregate base section. As much of this site is proposed receive fill material, actual R-values of
imported materials will need to be verified prior to construction of the pavement section as
.., proposed.
L.J
The developer will be responsible for having the site graded to within 0.2 feet of the proposed
.., subgrade elevation. The road shall have a 6-inch crown with 0.5% minimum grade and 7%
L.J maximum grade. Grades within 30 feet of street intersections shall not exceed 3%. Boulevards
are proposed to have a positive grade of 2% from the back of curb to a distance of 8 feet behind
.., the back of curb. Boulevard areas between the back of curb and the right-of-way will be left 4
L.J inches below finished grade and seeded to provide erosion control.
.., Immediate improvements to 16151 Avenue will also be required by the Anoka County Highway
LJ Department. It is the County's policy for new access points to be constructed on county roads, a
right turn lane and a left turn bypass lane be constructed for the new access road. The right turn
. lane and left turn bypass lane will be constructed on 16151 Avenue NW with the construction of
u the Constance Comers site. The construction will require the removal of the existing shoulders
.., and a portion of the driving lane to allow for widening of an 8-foot pavement section on both
sides of the roadway.
LJ
.., The requirements for the right and left turn bypass lanes on County Road 18 are not required as
part of this development at this time. The existing conditions of the existing roadway and
L.J proposed development along the east side of the road will require full reconstruction of a portion
..., of the roadway. Funds for future improvements will be collected through assessments to the
development and held by the City for future improvements required for this intersection.
L.J
..., 4.5 Trails
L.J The City's Comprehensive Plan identifies the construction of a lO-foot-wide pedestrian
..., walkwaylbicycle trail along CR 18 and CSAH 20 along the north and east edges of the site.
L.J However, due to right-of-way issues and limited space, the trail is proposed for construction at a
later time.
...,
o..J
..,
L.J
..,
;..J Feasibility Report
Constance Comers Street and Utility Improvements
..., and Appurtenant Work
City Project No. 02-45
;..J Andover, Minnesota
WSB Projecl No. 1463-01 Page 6
....,
,
L.J
..., 5. PROJECT INITIATION
LJ The project was initiated by petition of Bruggeman Homes, the owner and developer of the
..., project. The feasibility study was authorized by the Andover City Council at its December 17,
LJ 2002 meeting.
...., 6. FEASIBILITY
LJ The project is feasible, necessary, and cost-effective from an engineering standpoint. However,
...., the economic feasibility will be determined by the City Council and the property owners
LJ involved.
..., 7. RIGHT-OF-W AY/EASEMENTS
LJ
All easements internal to the site will be dedicated as part of the platting process. However, a
..., 30-foot-wide easement will need to be obtained by the developer for construction of the sanitary
LJ sewer and watermain improvements proposed as Alternative No.1. Easement costs would need
to be fronted by the developer and dedicated to the City as part of the platting process.
...,
LJ 8. PERMITS
-, The following permits are required for the construction of the improvements described herein:
LJ
A. The Minnesota Pollution Control Agency (MPCA) and Metropolitan Council
-, Environmental Services (MCES) for the sanitary sewer extensions.
LJ
B. The Minnesota Department ofHeaIth for the watermain extensions.
-,
...J C. The Coon Creek Watershed District for grading, erosion, and stormwater
collection system.
-,
LJ D. The Minnesota Department of Natural Resources for erosion and stormwater
..., discharge into protected wetlands and the construction ofwatermain within the
wetlands.
LJ
E. Anoka County Highway Department for construction of public utilities, turn
..., lanes, and trail construction on 161 st Avenue NW (CSAH 20) and Crosstown
LJ Boulevard (CSAH 18). A permit will also be required for dewatering of utility
..., through DNR protected wetlands within the site.
LJ F. Burlington Northern Santa Fe (BNSF) Railroad for public utility crossings of the
..., railroad right-of-way.
LJ G. NPDES permit for construction site erosion.
...,
LJ
...,
LJ Feasibilily Report
Constance Corners Street and Utility Improvements
and Appurtenanl Work
..., City Project No. 02-45
LJ Andover, Minnesota
WSB Project No. 1463-01 Page 7
-,
...J
-, 9. COMPLETION
w Work on the public street and utility improvements could be initialed following the completion
-, of the site grading by the developer. It is anticipated that work would commence during the
u summer of 2003 and be complete by September, 2003. This would include all utility
construction, testing and street work through the installation of the bituminous base course.
-,
L.J 10. ESTIMATED PROJECT COST
-, Included in Section 14 is a detailed Opinion of Estimated Costs for the street and utility
~ construction for both alternatives. The costs as shown include a 5% construction contingency
and indirect costs of approximately 30% based on estimated construction costs. These unit costs
-, are based on 2003 construction prices. Final contracts will be based on a unit price basis and
u final costs will be based on actual work performed. The Opinions of Estimated Cost do not
include costs for easement acquisition.
-,
LJ The City's portion of the lift station costs for each of the alternatives is based on the proposed
service areas. Alternate 1 proposes a lift station service area including 114 total units, 24 of
-, which are in the proposed Constance Comers development. Alternate 2 proposes a service area
L.J containing a total of 178 total units, 32 of which are contained within Constance Comers. The
cost to the City represents the cost associated with the connection of future units outside of the
-, Constance Comers development.
w
Sanitary sewer and watermain trunk source and storage fees, as well as costs for future seal coat
-, applications, are calculated into the total project costs. Lift station rates for both the proposed lift
..1 station and the receiving Chesterton Commons lift station will apply to affected parcels.
-, One half of the cost of the sanitary sewer from the BNSF right-of-way to Quince Street and the
...J watermain trunk extensions along 161 sl Street NW will be funded by assessments to properties
within the Constance Comers development. The cost of the trunk watermain jackings are split
-, between the City and the developer based on the proposed service area. Costs to the City
.,J represent funds that will need to be collected from future units as they develop. The percentage
..., of the split is similar to the service area identified for the sanitary sewer lift station. The costs for
this trunk extension that are not financed through the assessments on parcels within the
u development will be financed through the City's trunk funds until properties east of Crosstown
..., Boulevard develop.
'...J The estimated costs for each component of the project are summarized in the table on the
..., following page:
LJ
...,
Li
...,
U
...,
W Feasibilily Reporl
Constance Corners Street and Utility Improvements
and Appurlenanl Work
..., City Project No. 02-45
..1 Andover, Minnesota
WSB Projecl No. 1463-01 Page 8
,..,
LJ
.,
ITEM ESTIMATED COST
LJ Alternative No.1 Alternative No.2
., Sanitary Sewer $373,800 $368,850
LJ Watermain $214,630 $205,350
,.., Storm Sewer $130,570 $130,570
LJ Streets $216,440 $216,440
Indirect Costs $278,668 $277,008
..,
LJ Trunk Source, Storage, Lift Station $202,080 $202,080
Seal eoat $7,514 $7,514
...., TOTAL ESTIMATED
LJ PROJECT COST $1,423,702 $1,407,812
,..,
LJ 11. FINANCING
.,
PARTICIPANT ESTIMATED COST
LJ Alternative No.1 Alternative No.2
., City of Andover $292,629 $261,805
:..J Developer $1,131,073 $1,146,007
TOTAL ESTIMATED $1,423,702 $1,407,812
., PROJECT COST
LJ
., The City of Andover's share of the project cost is for the construction of trunk sanitary sewer
.J facilities and the lift station, which will be collected later through connection fees at the time
properties east of CSAH 18 and Moores Estates develop.
.,
12. ASSESSMENTS
LJ
...., An assessment worksheet is included in the following pages. The estimated assessment rates are
LJ shown for both Alternatives 1 and 2, respectively. Proposed assessment rates are summarized as
follows:
....,
Alternative No.1
LJ 18 units @ $26,076.38
.., 24 units @ $27,570.67
LJ
Alternative No.2
.., 10 units @$26,219.72
LJ 32 units @ $27,619.04
..,
LJ
....,
LJ Feasibility Report
Constance Corners Street and Utility Improvements
and Appurtenant Work
.., City Project No. 02-45
LJ Andover, Minnesota
WSB Project No. 1463-01 Page 9
...,
u
..., 13. PROPOSED PROJECT SCHEDULE
w City Council Receives Feasibility Report...................................................... April 15, 2003
...,
u City Council Waives Public Hearing............................................................. April 15, 2003
..., City Council Orders Project and Authorizes Engineer to
u Prepare Plans and Specifications ....................................................... April 15,2003
..., Engineer Submits Plans for Council Approval and
w Receives Authorization to Advertise for Bids ...................................... May 6, 2003
.., Advertise in Official Newspaper ................................................. May 10, 17, and 24,2003
u
Advertise in Construction Bulletin .............................................. May 10,17, and 24, 2003
...,
LJ Open Bids................................. ................................. .............. ......... ......... ........ June 2, 2003
..., City Council Receives Bids and Awards Contract ........................................... June 3, 2003
u
Contractor Begins Street and Utilities ............................................................ June 16,2003
...,
u Substantial Completion ............................................................................... August 29, 2003
.., Contractor Completes Construction...................................................... September 12, 2003
u
..,
...j
..,
w
...,
LJ
...,
LJ
...,
u
...,
LJ
...,
LJ
..,
u Feasibility Reporl
Constance Corners Street and Utility 1mprovemenls
.., and Appurlenant Work
City Project No. 02-45
W Andover, Minnesota
WSB Projecl No. 1463-01 Page 10
...,
LJ
14. OPINION OF ESTIMATED COST
., Alternative No.1
1. SANITARY SEWER (Developer Share)
LJ
Item No Description Ouantity !1ni1 Unit Price Amount
.,
I Mobilization (2% max) 1.00 LS $ 7,322.00 $ 7,322
LJ 2 Granular Foundation Material 322.00 TON $ 3.00 $ 966
3 Lift Station 1.00 EA $ 125,000.00 $ 125,000
" 4 Connect to Existing Sanitary Sewer 0.50 EA $ 3,000.00 $ 1,500
LJ 5 4" PVC Pipe Sewer SDR 26 2,140.00 LF $ 9.00 $ 19,260
6 8" PVC Pipe Sewer (0-10 ft deptb) 238.00 LF $ 18.00 $ 4,284
..., 7 8" PVC Pipe Sewer (10-12 ft depth) 345.85 LF $ 20.00 $ 6,917
8 8" PVC Pipe Sewer (12-14 ft depth) 639.85 LF $ 22.00 $ 14,077
...J 9 8" PVC Pipe Sewer (14-16 ft depth) 34.00 LF $ 24.00 $ 816
10 8" PVC Pipe Sewer (16-18 ft depth) 110.00 LF $ 26.00 $ 2,860
..., 11 8" PVC Pipe Sewer (18-20 ft depth) 253.00 LF $ 28.00 $ 7,084
c.J 12 8" PVC Pipe Sewer (20-30 ft depth) 1,136.75 LF $ 30'.00 $ 34,103
13 16" Steel Casing - Jacked 40.00 LF $ 100.00 $ 4,000
.., 14 6" Ductile Iron Force Main Pipe Sewer 80.00 LF $ 15.00 $ 1,200
..J 15 Standard Manhole with Casting 19.00 EA $ 1,400.00 $ 26,600
16 Extra Depth Manhole (over lOft) 152.50 LF $ 80.00 $ 12,200
.., 17 8" x 4" PVC Wye 42.00 EA $ 60.00 $ 2,520
18 Jet Clean Sewers 2,757.00 LF $ 1.50 $ 4,136
_J 19 Televising Sanitary Sewer 2,757.00 LF $ 1.00 $ 2757
Subtotal $ 277,601
., Contingencies (5%) $ 13,880
..J Estimated Construction Cost $ 291,481
.., 1A. TRUNK SANITARY SEWER - QUINCE STREET EXTENSION (City Share)
..J
Item No Description Quantity !1ni1 Unit Price Amount
.., 1 Silt Fence, Type Heavy Duty 475.00 LF $ 3.00 $ 1,425
..J 2 Seeding (including topsoil, fert, mulch, disc anchor) 0.33 ACRE $ 1,000.00 $ 330
3 Type 1 Mulch Material for Erosion Control 0.66 TON $ 100.00 $ 66
.., 4 Salvage and Reinstall Fence 200.00 LF $ 15.00 $ 3,000
_J 5 Granular Foundation Material 61.40 TON $ 3.00 $ 184
6 Connect to Existing Sanitary Sewer 0.50 EA $ 3,000.00 $ 1,500
.., 7 8" PVC Pipe Sewer (10-12 ft depth) 658.00 LF $ 22.00 $ 14,476
8 Extra Depth PVC Pipe Sewer (overdepth 2-4 ft) 1,339.00 LF $ 2.00 $ 2,678
...J 9 16" Steel Casing - Jacked 73.00 LF $ 100.00 $ 7,300
10 Standard Manhole with Casting 3.50 EA $ 1,400.00 $ 4,900
-, 11 Extra Depth Manhole (over 10 ft) 10.10 LF $ 80.00 $ 808
...J 12 Jet Clean Sewers 658.00 LF $ 1.50 $ 987
13 Televising Sanitary Sewer 658.00 LF $ 1.00 $ 658
-, Subtotal $ 38,312
...J Contingencies (5%) $ 1,916
Estimated Construction Cost $ 40,228
-,
_J *Lift station splits are based on additional area east of Crosstown Boulevard to be serviced by proposed lift station
..,
...J
..,
...J Feasibility Report
Constance Corners Street and Utility Improvements
and Appurtenant Work
.., City Projecl No. 02-45
...J Andover, Minnesota
WSB Project No. 1463-01 Page 1l
...,
:...J
Alternative No.1
...., lB. TRUNK SANITARY SEWER ~ SYCAMORE STREET EXTENSION (City Share)
u Item No. Description Ouantity !1nit Unit Price
Amount
...., 1 Granular Foundation Material 72.00 TON $ 3.00 $ 216
:...J 2 Connect to Existing Sanitary Sewer 0.87 EA $ 3,000.00 $ 2,610
3 8" PVC Pipe Sewer (10-12 ft depth) 213.20 LF $ 20.00 $ 4,264
..., 4 8" PVC Pipe Sewer (12-14 ft depth) 213.20 LF $ 22.00 $ 4,690
u 5 8" PVC Pipe Sewer (14-16 ft depth) 46.70 LF $ 24.00 $ 1,121
6 8" pve Pipe Sewer (16-18 ft depth) 46.70 LF $ 26.00 $ 1,214
..., 7 8" pve Pipe Sewer (18-20 ft depth) 46.70 LF $ 28.00 $ 1,308
L.J 8 8" PVC Pipe Sewer (20-30 ft depth) 292.40 LF $ 30.00 $ 8,772
9 16" Steel Casing - Jacked 87.00 . LF $ 100.00 $ 8,700
..., 10 Standard Manhole with Casting 2.61 EA $ 1,400.00 $ 3,654
LJ II Extra Depth Manhole (over 10 ft) 17.26 LF $ 80.00 $ 1,381
12 Jet Clean Sewers 858.00 LF $ 1.50 $ 1,287
...., 13 Televising Sanitary Sewer 858.00 LF $ 1.00 $ 858
L.J Subtotal $ 40,075
Contingencies (5%) $ 2,004
...,
LJ Estimated Construetion Cost (City Share) $ 42,079
..., * Based on 56 total units contributing to trunk cost including 8 units on Sycalnore Street Cul-de-sac.
:...J Assumes all properties in Moore Estates split.
..., Total Estimated Construetion Cost of Alternative No.1 - Sanitary Sewer $ 373,788
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Constance Corners Slreet and Ulility Improvements
and Appurlenanl Work
..., City Project No. 01-45
L.J Andover, Minnesota
WSB Project No. 1463-0I Page 12
..,
u Alternative No.2
.., 1. SANITARY SEWER (Developer Share)
LJ Item No Description Ouantity .!1nit Unit Price Amount
.., I Mobilization (2% max) 1.00 LS $ 7,225.18 $ 7,225
2 Granular Foundation Material 380.00 LF $ 3.00 $ 1,140
LJ 3 Silt Fence, Type Heavy Duty 46.00 LF $ 3.00 $ 138
4 Lift Station 1.00 EA $ 125,000.00 $ 125,000
..,
5 Connect to Existing Sanitary Sewer 0.50 EA $ 3,000.00 $ 1,500
L.J 6 4" PVC Pipe Sewer SDR 26 2,140.00 LF $ 9.00 $ 19,260
7 8" PVC Pipe Sewer (0-10 ft depth) 300.14 LF $ 18.00 $ 5,403
.., 8 8" PVC Pipe Sewer (10-12 ft depth) 591.70 LF $ 20.00 $ 11,834
L.J 9 8" PVC Pipe Sewer (12-14 ft depth) 612.20 LF $ 22.00 $ 13,468
8" PVC Pipe Sewer (14-16 ft depth) 76.20 LF $ 24.00 $ 1,829
.., 10 8" PVC Pipe Sewer (16-18 ft depth) 107.20 LF $ 26.00 $ 2,787
LA 11 8" PVC Pipe Sewer (18-20 ft depth) 250.20 LF $ 28.00 $ 7,006
12 8" PVC Pipe Sewer (20-30 ft depth) 1,097.20 LF $ 30.00 $ 32,916
.., 13 6" Ductile Iron Force Main Pipe Sewer 80.00 LF $ 15.00 $ 1,200
14 16" Steel Casing - Jacked 27.00 LF $ 100.00 $ 2,700
u 15 Standard Manhole with Casting 19.00 EA $ 1,400.00 $ 26,600
16 Extra Depth Manhole (over 10 ft) 141.52 LF $ 80.00 $ 11,322
.., 17 8" x 4" PVC Wye 42.00 EA $ 60.00 $ 2,520
u 18 Jet Clean Sewers 2,763.00 LF $ 1.50 $ 4,145
19 Televising Sanitary Sewer 2,763.00 LF $ 1.00 $ 2763
...., Subtotal $ 280,755
LA Contingencies (5%) $ 14,038
Estimated Construction Cost $ 294,793
....,
L.J lA. TRUNK SANITARY SEWER - QUINCE STREET EXTENSION (City Share)
.., Item No ne~cription Quantity !lnit Unit Price Amount
L.J I Silt Fence, Type Heavy Duty 475.00 LF $ 3.00 $ 1,425
2 Seeding (including topsoil, fert, mulch, disc anchor: 0.33 ACRE $ 1,000.00 $ 330
.., 3 Type I Mulch Material for Erosion Control 0.66 TON $ 100.00 $ 66
LA 4 Salvage and Reinstall Fence 200.00 LF $ 15.00 $ 3,000
5 Granular Foundation Material 61.40 TON $ 3.00 $ 184
.., 6 Connect to Existing Sanitary Sewer 0.50 EA $ 3,000.00 $ 1,500
LJ 7 8" PVC Pipe Sewer (10-12 ft depth) 658.00 LF $ 22.00 $ 14,476
8 Extra Depth PVC Pipe Sewer (overdepth 2-4 ft) 1,339.00 LF $ 2.00 $ 2,678
...., 8 16" Steel Casing - Jacked 73.00 LF $ 100.00 $ 7,300
9 Standard Manhole with Casting 3.50 EA $ 1,400.00 $ 4,900
L.J 10 Extra Depth Manhole (over 10 ft) 10.10 LF $ 80.00 $ 808
.., 11 Jet Clean Sewers 658.00 LF $ 1.50 $ 987
12 Televising Sanitary Sewer 658.00 LF $ 1.00 $ 658
LJ Subtotal $ 38,312
Contingencies (5%) $ 1,916
..,
LJ Estimated Construction Cost $ 40,228
.., *Lift station splits are based on additional area east of Crosstown Boulevard to be serviced by proposed lift station.
LJ
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LJ F easibi/ity Report
Constance Corners Street and Utility Improvements
and Appurtenant Work
.., City Project No. 02-45
U Andover, Minnesota
WSB Project No. 1463-01 Page 13
..
LJ Alternative No.2
.. lB. SANITARY SEWER (City Share)
LJ Item No Description Quantity Unit Unit Price Amount
..., I Granular Foundation Material 53.00 TON $ 3.00 $ 159
u 2 Silt Fence, Type Heavy Duty 305.00 LF $ 3.00 $ 915
3 8" Pye Pipe Sewer (0-10 ft depth) 416.00 LF $ 18.00 $ 7,488
.. 4 8" PYC Pipe Sewer (10-12 ft depth) 71.30 LF $ 20.00 $ 1,426
LJ 5 8" PYC Pipe Sewer (12-14 ft depth) 27.84 LF $ 22.00 $ 612
6 8" PYC Pipe Sewer (14-16 ft depth) 27.84 LF $ 24.00 $ 668
..., 7 8" Pye Pipe Sewer (16-18 ft depth) 27.84 LF $ 26.00 $ 724
LJ 8 8" PYC Pipe Sewer (18-20 ft depth) 27.84 LF $ 28.00 $ 780
9 8" PYC Pipe Sewer (20-30 ft depth) 27.84 LF $ 30.00 $ 835
..., 10 8" Pye Pipe Sewer (6-8 ft extra depth) 719.00 LF $ 18.00 $ 12,942
LJ II Standard Manhole with Casting 1.74 EA $ 1,400.00 $ 2,436
12 Extra Depth Manhole (over 10 ft) 20.80 LF $ 80.00 $ 1,664
..., 13 Jet Clean Sewers 626.00 LF $ 1.50 $ 939
LJ 14 Televising Sanitary Sewer 626.00 LF $ 1.00 $ 626
Subtotal $ 32,214
..., eontingencies (5%) $ 1,611
u Estimated Construction Cost $ 33,825
..., * Based on 56 total units contributing to trunk cost including 8 units on Sycannre Street Cul-de-sac.
LJ Assumes all properties in Moore Estates split.
..., Total Estimated Construetion Cost of Alternative No.2 - Sanitary Sewer $ 368,846
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Constance Corners Street and Utility Improvements
and Appurtenanl Work
..., City Project No. 01-45
.....J Andover, Minnesota
WSB Project No. 1463-01 Page 14
....,
LJ Alternative No.1
...., 2. WATERMAIN (Developer Share)
LJ Item No Description Ouantity Unit Unit Price Amount
...., I Mobilization (2% max) 1.00 LS $ 4,204.36 $ 4,204
LJ 2 6" Saddle 8.00 EA $ 85.00 $ 680
3 Silt Fence, Type Heavy Duty 700.00 LF $ 3.00 $ 2,100
...., 3 4" Polystyrene Insulation 100.00 SY $ 20.00 $ 2,000
LJ 4 Hydrant 7.00 EA $ 1,600.00 $ 11,200
5 Connect to Existing Watermain (8") 1.00 EA $ 750.00 $ 750
...., 6 Connect to Existing Watermain (10") 1.00 EA $ 750.00 $ 750
:...J 7 6" Gate Valve and Box 8.00 EA $ 500.00 $ 4,000
8 8" Gate Valve and Box 8.00 EA $ 700.00 $ 5,600
...., 9 I" Corporation Stop 42.00 EA $ 60.00 $ 2,520
LJ 10 I" eurb Stop and Box 42.00 EA $ ll5.00 $ 4,830
11 I" Type K eopper Pipe 2,151.00 LF $ 12.00 $ 25,812
...., 12 6" Water Main - Duct Iron eL 52 560.00 LF $ 18.00 $ 10,080
:....J 13 8" Water Main - Duct Iron CL 52 3,993.00 LF $ 20.00 $ 79,860
14 16" Steel Casing - Jacked 40.00 LF $ 100.00 $ 4,000
.., 15 Ductile Iron Fittings 4,185.00 POUND $ 2.00 $ 8370
u Subtotal $ 166,756
Contingencies (5%) $ 8,338
...,
...j Estimated Construction Cost $ 175,094
...., Alternative No.1
U 2A. W ATERMAIN - QUINCE STREET EXTENSION (City Share)
...., Item No. Description Ouantity Unit Unit Price Amount
LJ I 8" Water Main - Duct Iron CL 52 617.00 LF $ 20.00 $ 12,340
2 Oversizing for Watermain (10" - 8") 815.00 LF $ 5.00 $ 4,075
...., 3 16" Steel Casing - Jacked 160.00 LF $ 100.00 $ 16,000
LJ 4 Oversizing for Jacked Steel Casing (24" - 16") 100.00 LF $ 50.00 $ 5,000
5 Ductile Iron Fittings 120.00 POUND $ 2.00 $ 240
..., Subtotal $ 37,655
LJ Contingencies (5%) $ 1,883
...., Estimated Construetion Cost $ 39,538
LJ
Total Estimated Construction Cost of Alternative No.1 - Watermain $ 214,632
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U Feasibi/ily Report
Constance Corners Street and Utility Improvements.
and Appurtenanl Work
..., Cily Project No. 01-45
U Andover, Minnesota
WSB Project No. 1463-01 Page 15
.
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L.J Alternative No.2
'I 2. WATERMAIN (Developer Share)
LJ Item No. Description Quantity Unit Unit Price Amount
'I I Mobilization (2% max) 1.00 LS $ 4,022.58 $ 4,023
LJ 2 Silt Fence, Type Heavy Duty 1430.00 LF $ 3.00 $ 4,290
3 4" Polystyrene Insulation 100.00 SY $ 20.00 $ 2,000
'I 4 Hydrant 7.00 EA $ 1,600.00 $ 11,200
L.J 5 Connect to Existing Waterrnain (10") 1.00 EA $ 750.00 $ 750
6 6" Gate Valve and Box 7.00 EA $ 500.00 $ 3,500
'I 7 8" Gate Valve and Box 10.00 EA $ 700.00 $ 7,000
L.J 8 I" Corporation Stop 42.00 EA $ 60.00 $ 2,520
9 I" Curb Stop and Box 42.00 EA $ 115.00 $ 4,830
'I 10 1" Type K Copper Pipe 2,151.00 LF $ 12.00 $ 25,812
L.J 11 6" Water Main - Duct Iron CL 52 303.00 LF $ 18.00 $ 5,454
12 8" Water Main - Duct Iron CL 52 4,156.00 LF $ 20.00 $ 83,120
'I 13 16" Steel Casing - Jacked 27.00 LF $ 100.00 $ 2,700
..J 14 Ductile Iron Fittings 4,710.00 POUND $ 2.00 $ 9420
Subtotal $ 166,619
-, Contingencies (5%) $ 8,331
..J Estimated Construetion Cost $ 174,950
-,
Alternative No.2
..J 2A. WATERLVIAIN - QUINCE STREET EXTENSION (City Share)
'I
Item No. Description Quantity Unit Unit Price Amount
...J
1 8" Water Main - Duct Iron CL 52 617.00 LF $ 20.00 $ 12,340
'I 2 Oversizing for Waterrnain (10" - 8") 815.00 LF $ 5.00 $ 4,075
...J 3 16" Steel Casing - Jacked 73.00 LF $ 100.00 $ 7,300
4 Oversizing for Jacked Steel easing (24" - 16") 100.00 LF $ 50.00 $ 5,000
'I 5 Ductile Iron Fittings 120.00 POUND $ 2.00 $ 240
'-..l Subtotal $ 28,955
Contingencies (5%) $ 1,448
-,
Estimated Construetion Cost $ 30,403
o....J
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..J Total Estimated Construetion Cost of Alternative No.2 - Watermain $ 205,352
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-, Feasibility Report
Constance Corners Street and Utility Improvements
'-..l and Appurtenant Work
City Project No. 01-45
Andover, Minnesota
'I WSB Project No. 1463-01 Page 16
LJ
...,
LJ 3. STORM SEWER
,..,
Item No. Description Ouantity Unit Unit Price Amount
L.J
1 Mobilization (2% max) 1.00 LS $ 2,557.62 $ 2,558
,.., 2 Granular Foundation Material 100.00 TON $ 3.00 $ 300
L.J 3 15" RC Pipe Apron wi Trash Guard 8.00 EA $ 600.00 $ 4,800
4 18" Re Pipe Apron wi Trash Guard 8.00 EA $ 700.00 $ 5,600
...., 5 12" RC Pipe Sewer 72.00 LF $ 21.00 $ 1,512
L.J 6 15" RC Pipe Sewer 1,259.00 LF $ 23.00 $ 28,957
7 18" Re Pipe Sewer 936.00 LF $ 27.00 $ 25,272
...., 8 eonst Shallow Storm Structure 3.00 EA $ 1,200.00 $ 3,600
....J 9 Const Drainage Structure 6.00 EA $ 1,200.00 $ 7,200
10 Catch Basin Manhole 8.00 EA $ 1,500.00 $ 12,000
...., 11 Outlet Structure 3.00 EA $ 3,500.00 $ 10,500
u 12 Topsoil Borrow (LV) 100.00 CY $ 8.00 $ 800
13 Random Riprap CI III 250.00 CY $ 85.00 $ 21,250
...., Subtotal $ 124,349
L.J Contingencies (5%) $ 6,217
Estimated Construction Cost $ 130,566
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Constance Corners Street and Utility Improvements
and Appurtenant Work
...., City Project No. 02-45
W Andover, Minnesota
WSB Project No. 1461-01 Page 17
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LA 4. STREETS AND RESTORATION
.,
Item No. Description Quantity Unit Unit Price Amount
LJ
I Mobilization (2% max) 1.00 LS $ 2,599.60 $ 2,600
.., 2 Remove Curb and Gutter 20.00 LF $ 4.00 $ 80
LJ 3 Sawing Bituminous Pavement (full depth) 100.00 LF $ 2.00 $ 200
7 Subgrade Preparation 25.00 ROAD STA $ 125.00 $ 3,125
.., 8 Aggregate Base Class 5 (100% crushed) 2,600.00 TON $ 9.50 $ 24,700
LA 9 Type LV 3 Wearing Course 570.00 TON $ 35.50 $ 20,235
10 Type LV 3 Non Wearing Course 860.00 TON $ 33.50 $ 28,810
.., 11 Bituminous Material For Tack Coat 550.00 GAL $ 1.75 $ 963
.J 12 Concrete Curb and Gutter, Surmountable 4,530.00 LF $ 8.00 $ 36,240
13 Traffic eontrol 1.00 LS $ 2,500.00 $ 2,500
.., 14 Zebra Crosswalk - White Poly Preform 100.00 SF $ 18.00 $ 1,800
;..j 15 12" Stop Line White - Poly Preform 30.00 LF $ 12.50 $ 375
16 Bale Check 85.00 EA $ 6.50 $ 553
--, 17 Seeding (including topsoil, fert, IIDllch, disc anchor: 3.80 ACRE $ 1,000.00 $ 3,800
LJ 18 Type 1 Mulch Material for Erosion Control 4.10 TON $ 100.00 $ 410
Subtotal $ 126,390
.., Contingencies (5%) $ 6,319
LA Estimated Construetion Cost $ 132,709
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Constance Corners Street and Utility Improvements
and Appurtenant Work
.., City Project No. 01-45
LJ Andover, Minnesota
WSB Project No. 1463-01 Page 18
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LJ 4A. COUNTY STATE AID HIGHWAY 20 IMPROVEMENTS
......, Item No Descripti on Ouantity .!.!ni1 Unit Price AIIlillJ!l1
LJ 1 Mobilization (2% max) 1.00 LS $ 621.98 $ 622
2 Remove Curb and Gutter 20.00 LF $ 4.00 $ 80
'I 3 Sawing Bituminous Pavement (full depth) 745.00 LF $ 2.00 $ 1,490
LJ 4 Aggregate Base Class 5 (100% crushed) 180.00 TON $ 9.50 $ 1,710
5 Aggregate Base Class 5 . Shoulder (100% crushed) 157.00 TON $ 9.50 $ 1,492
......, 6 Common Excavation 100.00 CY $ 5.00 $ 500
7 Bituminous Removal 89.00 CY $ 5.00 $ 445
LJ 8 Class 5 Removal 70.00 CY $ 5.00 $ 350
9 Select Granular Borrow 350.00 CY $ 5.00 $ 1,750
......, 10 Type 2341 Wear Course (1.5") 63.00 TON $ 35.50 $ 2,237
LJ 11 Type 2331 Binder (1.5") 63.00 TON $ 33.50 $ 2,111
12 Type 2331 Base Course (2") r 84.00 TON $ 33.50 $ 2,814
......, 13 Type 2331 Course - Shoulder (1.5") 34.00 TON $ 33.50 $ 1,139
14 Bituminous Material For Tack Coat 76.00 GAL $ 1.75 $ 133
:....J 15 4" Broken Line White - Epoxy 150.00 LF $ 1.10 $ 165
16 4" Broken Line Yellow - Epoxy 1,000.00 LF $ 1.10 $ 1,100
......, 17 4" Solid Line White - Epoxy 1,300.00 LF $ 1.35 $ 1,755
LJ 18 4" Solid Line Yellow - Epoxy 500.00 LF $ 1.35 $ 675
19 Pavement Message (RR crossing) - Poly Preform 1.00 EA $ 1,000.00 $ 1,000
.., 20 Pavement Message (left and through arrow) - Poly Preform 2.00 EA $ 300.00 $ 600
21 Pavement Message (right arrow) - Poly Preform 2.00 EA $ 300.00 $ 600
:....J 22 Pavement Message (through arrow) . Poly Preform 2,00 EA $ 300.00 $ 600
23 Traffic Control 1.00 LS $ 5,500.00 $ 5,500
.., 24 F&! Sign Panels Type C 50.00 SF $ 23.00 $ 1,150
LJ 25 24" Stop Line White - Poly Preformed 15.00 LF $ 12.50 $ 188
26 Silt Fence, Type Heavy Duty 631.00 LF $ 2.00 $ 1,262
.., 27 Seeding (including topsoil, fer!, mulch, disc anchor) 0.30 ACRE $ 650.00 $ 195
28 Type 1 Mulch Material for Erosion Control 0.60 TON $ 100.00 $ 60
c.J Subtotal $ 31,721
Contingencies (5%) $ 1,586
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Estimated Construction Cost $ 33,307
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and AppUrltnant Work
City ProjecI No. 02-45
Andowr. Minnesota
......, WSB ProjtCI Nil. /463-01 Page 19
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L.J 4B. COUNTY ROAD 18 IMPROVEMENTS
...,
Item No Description Ouantity 1!n.it Unit Price Amount
L.J
1 Mobilization (2% max) 1.00 LS $ 941.64 $ 942
..., 2 Remove Curb and Gutter 20.00 LF $ 4.00 $ 80
3 Sawing Bituminous Pavement (full depth) 1,132.00 LF $ 2.00 $ 2,264
LJ
4 Aggregate Base Class 5 (100% crushed) 394.00 TON $ 9.50 $ 3,743
..., 5 Aggregate Base Class 5 - Shoulder (100% crushed) 62.00 TON $ 9.50 $ 589
6 Common Excavation 90.00 CY $ 5.00 $ 450
L.J 7 Bituminous Removal 185.00 CY $ 5.00 $ 925
8 Class 5 Removal 125.00 CY $ 5.00 $ 625
..., 9 Select Granular Borrow 1,264.00 CY $ 5.00 $ 6,320
L.J 10 Type 2341 Wear Course (1.5") 145.00 TON $ 35.50 $ 5,148
11 Type 2331 Binder (1.5") 145.00 TON $ 33.50 $ 4,858
'""""'! 12 Type 2331 Base Course (2") 193.00 TON $ 33.50 $ 6,466
L.J 13 Bituminous Material For Tack Coat 176.00 GAL $ 1.75 $ 308
14 4" Broken Line White - Epoxy 150.00 LF $ 1.10 $ 165
..., 15 4" Broken Line Yellow - Epoxy 1,000.00 LF $ 1.10 $ 1,100
16 4" Solid Line White - Epoxy 1,650.00 LF $ 1.35 $ 2,228
L.J 17 4" Solid Line Yellow - Epoxy 500.00 LF $ 1.35 $ 675
18 Pavement Message (left and through arrow) - Poly Preform 2.00 EA $ 300.00 $ 600
..., 19 Pavement Message (right arrow) - Poly Preform 2.00 EA $ 300.00 $ 600
L.J 20 Pavement Message (through arrow) - Poly Preform 2.00 EA $ 300.00 $ 600
21 Traffic Control 1.00 LS $ 5,500.00 $ 5,500
"l 22 F&1 Sign Panels Type C 50.00 SF $ 23.00 $ 1,150
L.J 23 Silt Fence, Type Heavy Duty 1,100.00 LF $ 2.00 $ 2,200
24 Seeding (including topsoil, fer!, mulch, disc anchor) 0.60 ACRE $ 650.00 $ 390
..., 25 Type 1 Mulch Material for Erosion Control 1.00 TON $ 100.00 $ 100
L.J Subtotal $ 48,024
Contingencies (5%) $ 2,401
..., Estimated Construction Cost $ 50,425
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..., Total Estimated Construction Cost for Streets and Turn Lanes $ 216,440
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Constance Corners Street and Utility Inprovements
and Appurtenant Work
..., City Project No. 01-45
LJ Andover, Minnesota
WSB Project No. 1463-01 Page 20
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LJ 15. ASSESSMENT CALCULATIONS
...,
L..J
Estimated - Andover Special Assessments
..., Alternative No.1
LJ
..., Project Name: Constance Corners City Project No. 02-45
L..J
Feasibility Report Date: April 15, 2003 Amount: ~
...,
LJ Contract Award Date: Amount: $
...,
LJ Est. Contract Sanitary Sewer $ 373,800.00
..., Watermain $ 214,630.00
Storm Sewer $ 130,570.00
LJ Streets $ 216,440.00
..., Amount: $ 935,440.00
LJ Estimated Expenses
...,
, Engineering $ 139,389.00
L.J Aerial Mapping (1 % of street) $ 2,164.00
..., Drainage Plan (0.3% of street/storm) $ 1,041.00
i Administration (3%) $ 28,063.00
L.J
Assessing (1 %) $ 9,354.00
..., Bonding (0.5%) $ 4,677.00
LJ Legal & Easement $ 10,000.00
Advertising $ 500.00
..., City Costs (includes inspection) $ 65,480.00
LJ Street Signs $ 3,000.00
Testing $ 5,000.00
..., Construct Interest $ 10,000.00
LJ Total Estimated Expenses $ 278,668.00
..., Expenses Multiplier 29.79%
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Estimated Project Cost Amount: $ 1,214,108.00
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Conslance Corners Street and Utility Improvements
And Appurtenanl Work
..., City Projecl No. 02-45
LJ Andover, Minnesota
WSB Project No. 1463-01 Page 21
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;..j Seal Coat
7,514 SY @ $1.00/SY = $ 7,514.00
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o...J Trunk Source and StoraQe
Watermain: Connection Charge 42 EA @ $ 2,146/Unit = $ 90,132.00
..,
Area Charge 25.2 AC @ $1,967/Acre = $ 49,568.40
L.J Lateral o LF @ - = -
--, Sanitary Sewer Connection Charge 42 EA @ $ 341/Unit = $ 14,322.00
L.J Area Charge 25.2 AC @ $1,252/Acre = $ 31,550.40
Lateral o LF @ - -
.., Lift Station Service Fees * 42 Units @ $ 393/Unit $ 16,506.00
=
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Total Trunk and StoraQe $202,078.80
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. Lift station service fees apply to properties contributing to the Chesterton Commons lift station.
..J Service fees will be added to individual assessment rates.
--, Other Costs (City Cost Participation)
u
Lift Station** $ (131,250.00)
.. Sanitary Sewer Trunk (Quince Street Extension) $ (40,228.00)
Sanitary Sewer Trunk (Sycamore Street Extension) $ (42,079.00)
L.J Watermain Trunk Expenses (Quince Street Extension) $ (39,538.00)
Less Expenses $ (75,397.00)
.-, Total Other Costs $ (328,492.00)
..J
Total Amount to be Assessed $ 1,095,208.80
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.. Constance Corners lift station costs are assessed to contributing units. There are 114 total units
.J consisting of 24 units within the Constance Corners development and 90 units east of Crosstown
Boulevard. These per unit costs are calculated in a later section and added back into calculated
.. assessments.
-1 Rate Per Unit (without Lift Station Assessment)
~ 1 Rate = $1,095.208.80 = $26,076.40 per Unit
....J 42
.. Constance Corners Lift Station Service Fees
....J Estimated Cost $125,000.00
+ 5% Contingency $ 6,250.00
.. Subtotal $131,250.00
....J + Indirect Costs (29.79%) $ 39,099.00
Total $170,349.00
.. Cost per Contributing Unit $170,349.04 $1,494.29 per unit
= =
..J 114 units
. 1 Note: City cost for lift station = 90 units x $1 ,494.29/unit = $134,486.10. Developer cost for lift station =
..J 24 units x $1 ,494.29/unit = $35,862.96. The City cost will be collected as property east of Crosstown
Boulevard develops.
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Constance Corners Street and Utility Improvements
And Appurtenant Work
, City Project No. 02-45
-..J Andover, Minnesota
WSB ProjecL No. 1463-01 Page 22
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LJ Assessment Cost Per Unit with Lift Station Service Fees
-, 18 units @ $26,076.40/unit
w 24 units @ $26,076.40 + 1,494.29 = $27,570.69
.., Assessment Rate Calculations
w
1 Sanitary Sewer
-,
u Estimated Construction Cost $ 373,800.00
Less Lift Station Costs $ (131,250.00)
.. Less City Cost (Trunk) $ (82,307.00)
w Total Cost $ 160,243.00
Plus Expenses (29.79%) $ 207,979.39
,...,
LJ Assessable Sanitary Sewer Cost
.., Rate = $207,979.39 = $4,951.89 per Unit
LJ 42
.., Rate plus Lift Station Service Fees
w 18 Units to be assessed at $4,951.89 = $ 4,951.89
.., 24 Units to be assessed at $4,951.89 + $1,494.29 = $ 6,446.18
LJ 2 Watermain
-, Estimated Construction Cost $ 214,630.00
,,j Less City Cost $ (39,538.00)
.. Total Cost $ 175,092.00
..J Plus Expenses (29.79%) $ 227,251.91
-, Assessable Watermain Cost
_J
Rate = $227,251.91 = $5,410.76 per Unit
.., 42
.....J
3 Storm Sewer
-,
.....J Estimated Construction Cost $ 130,570.00
Less City Cost -
..., Total Cost $ 130,570.00
.....J Plus Expenses (29.79%) $ 169,466.80
-, Assessable Storm Sewer Cost
.....J
Rate = $169,466.80 = $4,034.92 per Unit
.., 42
.....J
..,
.j Feasibility Report
Constance Corners Street and Utility Improvements
.., And Appurtenant Work
City Project No. 02-45
...j Andover, Minnesota
WSB ProjecL No. 1463-01 Page 23
..,
LJ 4 Streets
..,
Estimated Construction Cost $ 216,440.00
LJ Less City Cost
-
.., Total Cost $ 216,440.00
LJ Plus Expenses (29.79%) $ 280,917.48
..,
LJ Assessable Street Cost
.., Rate = $280,917.48 = $6,688.51 per Unit
:....J 42
* Total cost for roadway improvements includes $65,446.00 to be collected and held
.., by the City for future improvements on County Road 18.
LJ
5 Seal Coat
..,
:....J 7,514 SY @ $1.00/SY $ 7,514.00
.., Rate = $7,514.00 = $178.90 per Unit
LJ 42
.., 6 Trunk Watermain Area
;..j
Total Area Charge $ 49,568.40
..,
c..J Assessable Watermain Cost
.., Rate = $49,568.40 = $1,180.20 per Unit
...J 42
.., 7 Trunk Sanitary Sewer Area
...J
.., Total Area Charge $ 31,550.40
~ Assessable Sanitary Sewer Area Cost
..,
Rate = $31 ,550.40 = $751.20 per Unit
LJ 42
..,
...J
..,
...J
..,
:....J
..,
...J Feasibility Report
Constance Corners Street and UtiUty Improvements
.., And Appurtenant Work
City Project No. 02-45
...J Andover, Minnesota
WSB Project No. 1463-01 Page 24
..,
LJ Assessment Summary
..,
1 Sanitary Sewer
LJ 18 Units @ $ 4,951.89
..., 24 Units @ $ 6,446.18
LJ 2 Watermain $ 5,410.76
3 Storm Sewer $ 4,034.92
.., 4 Streets $ 6,688.51
LJ 5 Chesterton Commons Lift Station Service $ 393.00
6 Seal Coat $ 178.90
.., 7 Trunk Watermain Area $ 1,180.20
i..J 8 Trunk Sewer Area $ 751.20
9 Water Connection $ 2,146.00
..., 10 Sewer Connection $ 341.00
LJ
Total $ 26,076.38 (18 units)
.., $ 27,570.67 (24 units)
LJ
..., Note: The 24 units include Lots 7-16, Block 1 and Lots 5-18 on Block 2.
w
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W
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...,
W
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...,
LJ Feasibility Report
Constance Corners Street and Utility Improvements
..., And Appurtenant Work
City Project No. 02-45
LJ Andover, Minnesota
WSB Project No. 1463-01 Page 25
-,
;..j 15. ASSESSMENT CALCULATIONS
-,
;..j
Estimated - Andover Special Assessments
-, Alternative No.2
LJ
-, Project Name: Constance Corners City Project No. 02-45
LJ
-, Feasibility Report Date: April 15, 2003 Amount: $
u Contract Award Date: Amount: $
....,
;..j Est. Contract Sanitary Sewer $ 368,850.00
-, Watermain $ 205,350.00
.J Storm Sewer $ 130,570.00
Streets $ 216,440.00
...., Amount: $ 921,210.00
..J
Estimated Expenses
-,
..J Engineering $ 139,364.00
Aerial Mapping (1 % of street) $ 2,164.00
-, Drainage Plan (0.3% of streeVstorm) $ 1,041.00
.J Administration (3%) $ 27,636.00
Assessing (1 %) $ 9,212.00
-, Bonding (0.5%) $ 4,606.00
.J Legal & Easement $ 10,000.00
Advertising $ 500.00
-, City Costs (includes inspection) $ 64,485.00
~ Street Signs $ 3,000.00
Testing $ 5,000.00
...., Construct Interest $ 10,000.00
LJ Total Estimated Expenses $ 277,008.00
...., Expenses Multiplier 30.07%
LJ
Estimated Project Cost Amount: $ 1,198,218.00
....,
LJ
....,
LJ
....,
LJ
....,
;..j Feasibility Report
Constance Corners Street and Utility Improvements
...., And Appurtenant Work
City Projecl No. 02-45
LJ Andover, Minnesota
WSB Project No. 1463-01 Page 26
..
J Seal Coat
7,514 SY @ $1.00/SY = $ 7,514.00
...,
LJ Trunk Source and Storaqe
Watermain: Connection Charge 42 EA @ $ 2,146/Unit = $ 90,132.00
...,
Area Charge 25.2 AC @ $1,967/Acre = $ 49,568.40
LJ Lateral o LF @ - = -
..., Sanitary Sewer Connection Charge 42 EA @ $ 341/Unit = $ 14,322.00
LA Area Charge 25.2 AC @ $1,252/Acre = $ 31,550.40
Lateral o LF @ - -
..., Lift Station Service Fees. 42 Units @ $ 393/Unit $ 16,506.00
=
LJ
Total Trunk and StoraQe $202,078.80
...,
* Lift station service fees apply to properties contributing to the Chesterton Commons lift station.
LJ Service fees will be added to individual assessment rates.
r-, Other Costs (Citv Cost Participation)
LJ
Lift Station" $ (131,250.00)
..., Sanitary Sewer Trunk (Quince Street Extension) $ (40,228.00)
LJ Sanitary Sewer Trunk (Sycamore Street Extension) $ (33,825.00)
Watermain Trunk $ (30,403.00)
..., Less Expenses $ (70,877.00)
Total Other Costs $ (306,583.00)
LJ
Total Amount to be Assessed $ 1,101,227.80
...,
** Constance Corners lift station costs are assessed to contributing units. For Alternative No.2, total
LJ
units include 32 units in Constance Corners and 90 units east of CR 18. The calculation of rates per
.. unit is shown in the following section.
LJ Rate Per Unit
., Rate = $1.101.227.80 = $26,219.71 per Unit
LJ 42
..., Constance Corners Lift Station Service Fees
LJ Estimated Cost $125,000.00
+ 5% Contingency $ 6.250,00
..., Subtotal $131,250.00
LJ + Indirect Costs (30.07%) $ 39.467.00
Total $170,717.00
...,
Cost per Contributing Unit = $170.717.00 = $1,399.32 per unit
LJ 122 units
..., Note: City to front cost for 90 units ($125,939). Developer costs include 32 units x $1 ,399.32/unit =
LJ $44,778.24. The City cost will be collected as the remainder of the service area develops.
...,
-.J
...,
-.J F easibilily Report
Constance Corners Street and Utility Improvements
And Appurtenanl Work
..., City Projecl No. 01-45
-.J Andover, Minnesota
WSB Project No. 1463-0/ Page 27
..,
L..J Assessment Cost Per Unit with Lift Station Fee
.., Assessment Rate = $26,219.71 + $1,399.32 = $27,619.03/unit
LJ
.., Assessment Rate Calculations
LJ 1 Sanitary Sewer
..,
Estimated Construction Cost $ 368,850.00
LJ Less Lift Station Costs $ (131,250.00)
.., Less City Cost (Trunk) $ (74,053.00)
~ Total Cost $ 163,547.00
Plus Expenses (30.07%) $ 212,726.00
..,
LJ Assessable Sanitary Sewer Cost
-, Rate = $212,726.00 = $5,064.90 per Unit
~ 42
-, Rate plus Lift Station Service Fees
..J
10 Units to be assessed at $5,064.90 = $ 5,064.90
.., 32 Units to be assessed at $5,016.71 + $1,399.32 = $ 6,416.03
L..J
2 Watermain
..,
..J Estimated Construction Cost $ 205,350.00
Less City Cost $ (30,403.00)
-, Total Cost $ 174,947.00
-.J Plus Expenses (30.07%) $ 227,554.00
--, Assessable Watermain Cost
I
..J
Rate = $227,554.00 = $5,417.95 per Unit
.., 42
..J
3 Storm Sewer
..,
..J Estimated Construction Cost $ 130,570.00
.., Less City Cost -
~ Total Cost $ 130,570.00
Plus Expenses (30.07%) $ 169,832.00
-,
Assessable Storm Sewer Cost
LJ
-, Rate = $169,832.00 = $4,043.62 per Unit
...J 42
-,
...J Feasibility Report
Constance Corners Street and Utility Improvements
And Appurtenanl Work
-, City Project No. 02-45
U Andover, Minllesota
WSB Project No. 1463-01 Page 28
"
LJ 4 Streets
.., $
Estimated Construction Cost 216,440.00
LJ Less City Cost
-
.., Total Cost $ 216,440.00
Plus Expenses (30.07%) $ 281,520.00
LJ
..,
LJ Assessable Street Cost
.., Rate = $281,524.00 = $6,702.95 per Unit
LJ 42
. The total cost for roadway improvements includes $65,446.00 to be collected and held by the City for
..,
future improvements on County Road 18.
LJ
.., 5 Seal Coat
LJ 7,514 SY @ $1.00/SY $ 7,514.00
..,
Rate = $7,514.00 = $178.90 per Unit
u 42
.'"
u 6 Trunk Watermain Area
.., Total Area Charge $ 49,568.40
u
Assessable Watermain Cost
-:
..J Rate = $49,568.40 = $1,180.20 per Unit
42
..,
..J 7 Trunk Sanitary Sewer Area
.., Total Area Charge $ 31,550.40
LJ
Assessable Sanitary Sewer Area Cost
..,
LJ Rate = $31 ,550.40 = $751.20 per Unit
42
..,
LJ
..,
LJ
..,
LJ
..,
U Feasibi/ily Report
Constance Corners Street and Utility Improvements
And Appurtenant Work
.., City Project No. 01-45
LJ Andover, Minnesota
WSB Project No. 1463-01 Page 29
..,
u Assessment Summary
.., 1 Sanitary Sewer
LJ 10 units @ $ 5,064.90
.., 32 units @ $ 6,464.22
2 Watermain $ 5,417.95
LJ 3 Storm Sewer $ 4,043.62
.., 4 Streets $ 6,702.95
5 Chesterton Commons Lift Station Service $ 393.00
LJ 6 Seal Coat $ 178.90
.., 7 Trunk Watermain Area $ 1,180.20
u 8 Trunk Sewer Area $ 751.20
9 Water Connection $ 2,146.00
.., 10 Sewer Connection $ 341.00
L.J
Total $ 26,219.72 (10 units)
.., $ 27,619.04 (32 units)
LJ
Note: The 32 units Lots 5-18, Block 2 and Lots 7-24 on Block 1.
..,
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LJ Feasibility Report
Constance Corners Street and Utility Improvements
And Appurtenant Work
.., City Project No. 01-45
:...J Andover, Minnesota
WSB Project No. 1463-0/ Page 30
..,
L.J
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;..j
..,
;..j APPENDIX A
.., Figures
;..j
..,
.J
..,
;..j
..,
w
..,
,
LA
..,
:...J
..,
:...J
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..J
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..J Feasibility Report
Constance Corners Street and Utility Improvements
.., and Appurtenant Work
City Project No. 01-45
LJ Andover, Minnesota
/VSB Project No. 1463-01
r'l
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Jt CONSTANCE CORNERS WSB Project No. 1463-01 Date: Jan 28, 2003
g W~B 4150 Olson Memorial Highway
~ Suite 300
Jf Minneapolis. MN 55422 PROJECT LOCA nON Figure Number
763-541-4800
a:~.1nc. FAX 763-541-1700 1
9 .1:13~' \""WI~ltlIJ:~:.w _ "W,I~I:I":f;.-- _;,j r' ~I~I:I:+.'" ANDOVER, MINNESOTA
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CURB AND GUTTER ~_._5 (lAIN. THICKNESs) SPEC. 2350 TYPE LV .3 BASE COURSE-
APPROVED SUBGRADE..J -4" (MIN. THICKNESS) SPEC 2211 CL5 AGGREGATE BASE
NOTE: NOTES:
8618 CONe. CURB &: GUTTER 1. PRIOR TO EXCAVATION, UTILITY CONTRACTOR SHALL STRIP ALL
TO BE USED AT ALL RADII EXISTING TOPSOIL FROM CONSTRUCTION LIMITS. TOPSOIL SHALL BE
J AND CATCH 8ASINS SALVAGED, AND REPLACED IN DISTUR8ED, NON-PAVED AREAS.
2. BOULEVARD SHALL BE ROUGH GRADED TO ALLOW FOR INSTALLATION
OF THE PRrVAlE UllL1TlES. THE BOULEVARD GRADING SHALL AllOW FOR
THE ADDITlON OF FOUR INCHES OF TOPSOIL AND SEEDING. AFTER THE
INSTALLATION OF THE PRIVATE UTIUTIES, THE CONTRACTOR SHALL
J REGRADE THE BOULEVARDS, TIiEN SEED WITH MN DOT MIXTURE No. 900,
FERTIUZER AND MULCH,
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J J . . CONSTANCE CORNERS WSB Project No. 1463-01 Dale: Jan 28. 2003
al ... 4150 Olson Memonal Highway
III ... Suite 300
t WSB Minneapolis, MN 65422 TYPICAL STREET SECTION .
J m 763-541-4500 Figure Number
~ 4: AMoeiatea, Inc. FAX 763-541-1700 2
~ ~1":7~'''il;''''':i--'I:"'II''''__'''1111''~'II ANDOVER, MINNESOTA h
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J t , , CONSTANCE CORNERS WSBProjeclNo, 1463-{)1 Oat.: Jan 28,2003
. ts 4150 Olson Memonal Highway
~ Suite 300
~ ~ 'B Minneapoli5,MN 55422 LIFT STATION SERVICE AREA .
J ~ 753-541-4800 Figure Number
, ~ .t ARoeicrtea, Inc. FAX 763-541-1700 9
~ .1~I:I:l\""1I~i'I"IIJ:i=--:Wtll~I::I::I:..__;,jr'~I~I:II:+."" ANDOVER, MINNESOTA
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