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_~5/05/20Q5 09:43 FAX 15078354567
MEDIACOM
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Mediaconv
FAX COVER SHEET
TO:
Larry Poppler, Assistant City Engineer
Fax#: 952-447-4245
Tel#: 952-447-4230
RE:
Enclosed "Drainage and Utility Easement" - Project #05-0 1
Enclosed "Right of Entry/Waiver of Tresspass" - Project #05-01
FROM:
Bill Jensen, Regional VP
# OF PAGES:
6 (including this cover page)
DATE:
May 5,2005
COMMENTS:
The executed originals are being mailed to you today!
Important Notice: This message is intended only for the use of the individual or entity to which it is addressed and may contain
infonnation that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the
intended recipient or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that
any dissemination, distribution or copying of this information is strictly prohibited. If you have received this communication in error,
please notify us immediately by telephone, and return the original message at the above address. Thank you.
Mediacom Communications Corporation
1504 2nd Street S.B. . Waseca, MN 56093. 507-835-2356 · Fax 507-835-4567
05/05/2005 09:43 FAX 15078354567
MEDIACOM
~002
(This space reserved for recording information)
City Project No.: #05-01
Parcelld No.: 252320020
GRANT OF PERMANENT EASEMENT
THIS AGREEMENT, made this ~ay of fi(!) . 200L by and between Medlacom
Minnesota, and its assigns, a LLC ("Fee Owners") (hereinafter "Grantors"), and the CITY OF PRIOR
LAKE, a municipal corporation organized under the laws of the State of Minnesota (hereinafter "City").
WITNESSETH:
The Grantors, in consideration of the sum of $1.00, and other good and valuable consideration
to them in hand paid by the City, the receipt and sufficiency of which is hereby acknowledged, do
hereby grant and convey to the City, its successors and assigns, forever, a permanent easement for
the purpose of drainage, utility and access over, across, on, under and through land situated within the
County of Scott, State of Minnesota, legally described as follows:
SEE ATTACHED EXHIBIT "A"
INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon
the easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain
said public drainage and utility systems over, across, on, under and through the permanent easement
premises, together with the right to grade, level, fill, drain, pave, and excavate the easement premises,
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05/05/2005 09:44 FAX 15078354567
MEDIACOM
~003
City Project No.:#05-01
Parcelld No.: 252320020
and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the
location, construction, and maintenance of any public Improvements.
The above-named Grantors, for themselves, their successors, heirs, and assigns do covenant
with the City, its successors and assigns, that they are well seized in fee title of the above-described
permanent easement premises and that they have the sole right to grant and convey the easement to
the City.
The City agrees to repair any damage caused by the use of the easement by the City. As best
as practical, City shall return the property to the condition it was in at execution of this Easement. Tree
replacement is excluded from this condition.
IN TESTIMONY WHEREOF, the parties hereto have signed this Agreement the day and year
first above written.
GRANTOR and FEE OWNER:
~~
flo,~,JC\ I \/:uz- (J~ JQ.N/-
(THIS IS A CORPORA TE NOTARY, IF GRANTORS ARE INDIVIDUALS, SHOULD BE MODIFIED]
STATE OF VVlhH'\~SO+o. )
) ss.
COUNTY OF Le ~l.\-flUr )
The foregoing instrument was acknowledged before me this "5'+~ day of VV\o.'1 . 200~
by Bill Jensen, the Regional Vice President, of Mediacom Minnesota, a LLC, Grantor and Fee Owner, on its behalf.
~~
Notary Public
This Agreement Drafted By:
City of Prior Lake
16200 Eagle Creek Ave. SE
Prior Lake, MN 55372
Admin: kgm
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05/05/2005 09:44 FAX 15078354567
MEDIACOM
1aI004
City Project No.:#05-01
Parcelld No.: 252320020
EXHIBIT irA"
(Legal Descriptions of Permanent Drainage, Utility and Access Easements)
Permanent drainage, utility and access easements over, under and across that part of the following described land
in Scott County, Minnesota:
05/05/2005 09:44 FAX 15078354567
MEDIACOM
EXHIBIT A
EASEMENT DESCRIPTION:
A permanent drainage and utility easement over, under
and across that port of Lot 2, Block T, CABLE FIRST
ADDITION, according to the recorded plot thereof, Scott
County, Minnesota, lying northerly and easterly of the
following described line:
Commencing at the northeast corner of Lot 2,
Block 1, CABLE FIRST ADDITION; thence southerly
along the easterly line of said Lot 2 0 distance
of 260.64 feet to the point of beginning of the
line being described: thence westerly at 0 right
angle to said easterly line 0 distance of 40.00
feet; thence northerly, parallel with said easterly
line, a distance of 164.08 feet; thence
northwesterly to a point on the northerly line of
said Lot 2, 0 distance of 155.38 feet west of
said northeast corner and there terminating.
EXCEPT that port within the north T 0.00 feet and
east 10.00 feet of said Lot 2.
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I hereby certify that this survey was
prepared by me or under my direct
supervision and that I om a duly
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of the tote 0 Minne to.
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SCALE IN !='EET
EASEMENT EXHIBIT
PRIOR LAKE, MINNESOTA
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BOLTON & MENK. INC.
Consulting Engln.ers c!c Surveyors
1515 EAST HIGHWAY 13, BURNSVlLLE, MN 55337 (952) 890-0509
MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN WILLMAR, MN
BURNSVlLLE. MN CHASKA, MN AMES. /A
JOB NUM BER: T16.21543
LOT 2
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LOT 2, BLOCK 1, CABLE FIRST ADDITION
PID NO. 252320020
F'OR: CITY OF' PRIOR LAKE
PROJECT NO. 05-01
FJELD BOOK:
DRAWN BY: SR8
05/05/2005 09:44 FAX 15078354567
MEDIACOM
1aI006
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
ProDertv Address: L2.B1. CABLE 1ST ADD'N
PID: 25232U020
Project No: 05-01
RIGHT OF ENTRY I WAIVER OF TRESPASS
THE UNDERSIGNED, owners, tenant or Contract for Deed vendees of certain land in the City of
Prior Lake, who are the sole persons with a right to grant entry to the affected property described
herein, do hereby consent and grant unto the CITY OF PRIOR LAKE ("City"), its contractors,
agents and assigns, the right to enter upon and commence construction and all activities
therewith, for the purposes of reconstructing streets and appurtenant work over, under, on, and
across the property designated as described on the plans for the above referenced improvement
project and in connection with the real property legally described as, LOT 2. BLOCK 1. CABLE
FIRST ADDITION, Scott County, Minnesota ("Subject Property").
The primary purpose for which the City is entering into this agreement is to allow access to
reconstruct the public roadway and appurtenant work. The disturbed yard area will be restored
with topsoil and sod. The disturbed driveway area will be restored with new material of the same
type as exists. The City's intent is to not disturb any area in excess of 10' horizontally from the
existing curb line though this cannot be guaranteed.
By accepting this right of entry, the City acknowledges that it is entering upon the Subject Property
at its own risk and agrees it will hold the undersigned harmless from any claim resulting from the
City's activities described herein. It is further understood that this Waiver does not constitute a
waiver on behalf of the owner or persons of interest in the property to any claim for damages for
the removal of trees, brush, crops, or for the acquisition of permanent easements over the above
described property by the City of Prior Lake, its agents and assigns.
This Right of Entry/Waiver of Trespass expires upon completion of City Project #05-11, but in any
case no later than December 31,2005.
City agrees that any cost for work done by Grantor, as a direct result of City's use of
easement, shall be reimbursed to Grantor. City shall reimburse Grantor within 30 days
receipt of Invoice and documentation of costs.
Dated this ,')!!1 day of~' 2005.
PROPERTY OWNERS:
/v7-
G:\PROJECTS\2005\OO 1 candy¢ennial~cRi~OO~~t MEDIACOM FORM.doc
Phone 952.447.4230 / Fax 952.447.4245
16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
ADVERTISEMENT FOR BIDS
2005 Improvement Project #05-01 & #05-11
Reconstruction of Fish Point Road, Fairlawn Shores Trail, Frost Point Circle, Bluedorn
Circle, 150th Street, Candy Cove Trail, and Centennial Street
NOTICE IS HEREBY GIVEN that sealed proposals will be received by the City Council ofthe
City of Prior Lake, Minnesota at the Prior Lake City Hall, located at 16200 Eagle Creek Avenue
S.E., Prior Lake, MN 55372 until 11:00 a.m. local time, on the 4th day of May, 2005, and will
be publicly opened at said time and place by two or more designated officers or agents ofthe City
of Prior Lake, said proposals for the furnishing of all labor and materials for the construction,
complete in place of the following:
APPROXIMATE MAJOR QUANTITIES PROJECT #05-01 & #05-11
Common Excavation
Concrete Curb and Gutter
Class 5 Aggregate Base
Bituminous Paving
Remove Bituminous Pavement
Storm Sewer
Sodding
Watermain
Sidewalk
39,000
18,000
12,000
7000
31,000
7000
23,000
4500
17,000
CY
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SF
Proposals arriving after the designated time will be returned unopened.
The Bids must be submitted on the bid forms provided in accordance with contract documents,
plans, and specifications as prepared by the City of Prior Lake Engineering Department, 16200
Eagle Creek Avenue S.E., Prior Lake, MN 55372. Contract documents, plans, and specifications
may be obtained from Prior Lake Engineering Department by calling (952) 447-9830. Copies
may be obtained upon deposit of Seventy five dollars ($75.00) non-refundable deposit per set.
No bids will be considered unless sealed and filed with the City Manager of Prior Lake and
accompanied by a cash deposit, cashier's check, bid bond, or certified check payable to the City
of Prior Lake, for five (5%) percent of the amount bid to be forfeited as liquidated damages in the
event that the bid be accepted and bidder shall fail to enter promptly into a written contract and
furnish the required bond.
www.cityofpriorlake.com
G:\PROJECTS\2005\11]ishPoint]aiTla~\S5alMi30U230 / Fax 952.447.4245
as-of
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16200 Eagle Creek Avenue S.E.
Prior Lake, MN 55372-1714
NOTICE OF A WARD
November 16, 2004
Marcus Thomas
Bolton and Menk, me.
1515 East Highway 13
Bumsville, MN 55337-6857
RE: NOTICE OF AWARD
OWNER'S PROJECT NO.: 05-01
PROJECT: 2005 RECONSTRUCTION
OWNER'S CONTRACT NO.: 05-01
CONTRACT FOR: 2005 RECONSTRUCTION
You are the successful bidder and have been awarded the contract for professional services for
the 2005 Reconstruction Project (Project No. 05-01).
The Contract Price of your contract is One Hundred Eight Thousand Five Hundred Thirty Dollars
($108.530.00)Total Bid.
If you have any questions please call me at (952) 447-9832.
Sincerely,
ap~
Assistant City Engineer
CITY OF PRIOR LAKE
Cc: Steve Albrecht, City Engineer
Enclosures
G~RQJECTS\2005ill.L.c.aQ..~EIDieDnial\CQrresp~~~tMB.frjegr6~~W~~ B&M dOC
Phone 952.447.4230 / Fax 952.447.4245
"'- 41
STANDARD AGREEMENT FOR PROFESSIONAL SERVICES
THIS AGREEMENT is made on the 16th day of November 2004, between the City of Prior Lake,
Minnesota (hereinafter "City"), whose business address is 16200 Eagle Creek Avenue S.E., Prior Lake,
MN 55372-1714, and Bolton & Menk, Inc., a Minnesota corporation (hereinafter "Consultant") whose
business address is 1515 East Hiohway 13, Burnsville. MN 55337.
PRELIMINARY STATEMENT
The City has adopted a policy regarding the selection and hiring of consultants to provide a variety of
professional services for City projects. That policy requires that persons, firms or corporations providing
such services enter into written agreements with the City. The purpose of this agreement is to set forth
the terms and conditions for the provision of surveying and engineering services by Consultant for the
proposed reconstruction of Candy Cove Trail. Centennial Street and Miscellaneous Sanitary and Storm
Sewer Proiects hereinafter referred to as the "Work". The attached "Proposal for Professional Services"
for the above referenced work dated November 4th, 2004 as submitted by the Consultant shall hereinafter
be referred to as "Exhibit A".
The City and Consultant agree as follows:
1. Scope of Work. The Consultant agrees to provide the professional services shown in Exhibit "A"
in connection with the Work.
2. Time for Performance of Services. The Consultant shall perform the services described in
Exhibit A within the following timeframe unless otherwise agreed upon in writing:
3. Compensation for Services. City agrees to pay the Consultant $108.530.00 for the services as
described in Paragraph 1 (and Exhibit A).
A. Any changes in the scope of the work which may result in the compensation due the
Consultant shall require prior written approval by an authorized representative of the City
or by the City Council. The City will not pay additional compensation for services that do
not have prior written authorization.
B. Special Consultants may be utilized by the Consultant when required by the complex or
specialized nature of the Project and when authorized in writing by the City.
C. City agrees to pay Consultant for extra services by the Consultant or Special Consultants
when authorized in writing by the City.
4. The City agrees to provide the Consultant with the complete information concerning the Scope of
the Work and to perform the following services:
A. Access to the Area. Depending on the nature of the Work, Consultant may from time to
time require access to public and private lands or property. As may be necessary the City
shall obtain access to and make all provisions for the Consultant to enter upon public and
private lands or property as required for the Consultant to perform such services
necessary to complete the Work.
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B. Consideration of the Consultant's Work. The City shall give thorough consideration to all
reports, sketches, estimates, drawings, and other documents presented by the Consultant,
and shall inform the Consultant of all decisions required of City within a reasonable time so
as not to delay the work of the Consultant.
C. Standards. The City shall furnish the Consultant with a copy of any standard of criteria,
including but not limited to, design and construction standards they may require in the
preparation of the report for the Project.
D. Owner's Representative. A person shall be appointed to act as the City's representative
with respect to the work to be performed under this Agreement. He or she shall have
complete authority to transmit instructions, receive information, interpret, and define the
City's policy and decisions with respect to the services provided or materials, equipment,
elements and systems pertinent to the work covered by this Agreement.
5. Method of Payment. The Consultant shall submit to the City, on a monthly basis, itemized bills
for professional services performed under Section 4 of this Agreement. Bills submitted shall be
paid in the same manner as other claims made to the City.
A. Prooress Payment. For work reimbursed on an hourly basis, the Consultant shall indicate
for each employee, his or her name, job title, the number of hours worked, rate of pay for
each employee, a computation of amounts due for each employee, and the total amount
due for each project task. Consultant shall verify all statement submitted for payment in
compliance with Minnesota Statutes Sections 471.38 and 471.391. For reimbursable
expenses, if permitted in Exhibit A, the Consultant shall provide such documentation as
reasonably required by the City.
B. Abandoned or Suspended Work. If any work performed by the Consultant is abandoned
or suspended in whole or in part by the City, the Consultant shall be paid for any services
performed on account of it prior to receipt of written notice from the City of such
abandonment or suspension, all as shown on Exhibit A attached hereto and incorporated
herein by reference.
C. Payments for the Consultant's Reimbursable Costs. The Consultant shall be reimbursed
for the work of special consultants, as described in Section 3B, and for other items when
authorized in writing by the City. Such items shall include: transportation of principals and
employees on special trips to the Project or to other locations, materials and supplies, and
AutoCAD as required to expedite the work, and reproduction of reports.
7. Project Manager and Staffing. The Consultant has designated Marcus Thomas. Reoistered
Professional Enoineer and to serve on the Project. He shall be assisted by other staff members
as necessary to facilitate the completion of the Project in accordance with the terms established
herein. Consultant may not remove or replace Marcus Thomas from the Project without the
approval of the City.
8. Standard of Care. All Work performed pursuant to this Agreement shall be in accordance with
the standard of care in Scott County, Minnesota for professional services of the like kind.
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9. Audit Disclosure. The Consultant shall allow the City or its duly authorized agents reasonable
access to such of the Consultant's books and records as are pertinent to all services provided
under this Agreement. Any reports, information, data, etc. given to, or prepared or assembled by,
the Consultant under this Agreement which the City requests to be kept confidential shall not be
made available to any individual or organization without the City's prior written approval. All
finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs,
and reports prepared by the Consultant shall become the property of the City upon termination of
this Agreement, but Consultant may retain copies of such documents as records of the services
provided.
10. Term. The term of this Agreement shall be from November 16. 2004 through September 30.
2006, the date of signature by the parties notwithstanding. This Agreement may be extended
upon the written mutual consent of the parties for such additional period as they deem
appropriate, and upon the terms and conditions as herein stated.
11. Termination. This Agreement may be terminated by either party by seven (7) days' written notice
delivered to the other party at the address written above. Upon termination under this provision if
there is no fault of the Consultant, the Consultant shall be paid for services rendered and
reimbursable expenses until the effective date of termination. If however, the City terminates the
Agreement because of the Consultant has failed to perform in accordance with this Agreement,
no further payment shall be made to the Consultant, and the City may retain another contractor to
undertake or complete the work identified in Paragraph 1. If as a result, the City incurs total costs
for the work (including payments to both the present contractor and a future contractor) which
exceed a maximum Agreement amount, if any, specified under Paragraph 3, then the Consultant
shall be responsible for the difference between the cost actually incurred and the Agreement
amount.
12. Subcontractor. The Consultant shall not enter into subcontracts for services provided under this
Agreement except as noted in the Scope of Work, without the express written consent of the City.
The Consultant shall pay any subcontractor involved in the performance of this Agreement within
the ten (10) days of the Consultant's receipt of payment by the City for undisputed services
provided by the subcontractor. If the Consultant fails within that time to pay the subcontractor any
undisputed amount for which the Consultant has received payment by the City, the Consultant
shall pay interest to the subcontractor on the unpaid amount at the rate of 1.5 percent per month
or any part of a month. The minimum monthly interest penalty payment for an unpaid balance of
$100 or more is $10. For an unpaid balance of less than $100, the Consultant shall pay the actual
interest penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect
interest penalties from the Consultant shall be awarded its costs and disbursements, including
attorney's fees, incurred in bringing the action.
13. Independent Consultant. At all times and for all purposes herein, the Consultant is an
independent contractor and not an employee of the City. No statement herein shall be construed
so as to find the Consultant an employee of the City.
14. Non-Discrimination. During the performance of this Agreement, the Consultant shall not
discriminate against any employee or applicants for employment because of race, color, creed,
religion, national origin, sex, marital status, status with regard to public assistance, disability, or
age. The Consultant shall post in places available to employees and applicants for employment,
notices setting forth the provision of this non-discrimination clause and stating that all qualified
applicants will receive consideration for employment. The Consultant shall incorporate the
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G:IPROJECTS\2005101_candy¢enniaIlCorrespondenceIST ANDARDAGREEMENTPROFSERVBMI.DOC
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foregoing requirements of this paragraph in all of its subcontracts for program work, and will
require all of its subcontractors for such work to incorporate such requirements in all subcontracts
for program work.
15. Assignment. Neither party shall assign this Agreement, nor any interest arising herein, without
the written consent of the other party.
16. Services Not Provided For. No claim for services furnished by the Consultant not specifically
provided for herein shall be honored by the City.
17. Severability. The provisions of this Agreement are severable. If any portion hereof is, for any
reason, held by a court of competent jurisdiction to be contrary to law, such decision shall not
affect the remaining provisions of this Agreement.
18. Entire Agreement. The entire agreement of the parties is contained herein. This Agreement
supersedes all oral agreements and negotiations between the parties relating to the subject
matter hereof as well as any previous agreements presently in effect between the parties relating
to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions
of this Agreement shall be valid only when expressed in writing and duly signed by the parties,
unless otherwise provided herein.
19. Compliance with Laws and Regulations. In providing services hereunder, the Consultant shall
abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to
be provided. The Consultant and City, together with their respective agents and employees, agree
to abide by the provisions of the Minnesota Data Practices Act, Minnesota Statutes Section 13, as
amended, and Minnesota Rules promulgated pursuant to Chapter 13. Any violation of statutes,
ordinances, rules and regulations pertaining to the services to be provided shall constitute a
material breach of this Agreement and entitle the City to immediately terminate this Agreement.
20. Waiver. Any waiver by either party of a breach of any provisions of this Agreement shall not
affect, in any respect, the validity of the remainder of this Agreement.
21. Indemnification. Consultant agrees to defend, indemnify and hold the City, its officers, and
employees harmless from any liability, claims, damages, costs, judgments, or expenses, including
reasonable attorney's fees, resulting directly or indirectly from a negligent act or omission
(including without limitation professional errors or omissions) of the Consultant, its agents,
employees, or subcontractors in the performance of the services provided by this Agreement and
against all losses by reason of the failure of said Consultant fully to perform, in any respect, all
obligations under this Agreement.
22. Insurance.
A. General Liability. During the term of this Agreement, Consultant shall maintain a general
liability insurance policy with limits of at least $600,000 for each person, and each
occurrence, for both personal injury and property damage. This policy shall name the City
as an additional insured for the services provided under this Agreement and shall provide
that the Consultant's coverage shall be the primary coverage in the event of a loss. The
policy shall also insure the indemnification obligation contained in Paragraph No. 21. A
certificate of insurance on the City's approved form which verifies the existence of this
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insurance coverage must be provided to the City before work under this Agreement is
begun.
B. Worker's Compensation. The Consultant shall secure and maintain such insurance as will
protect Consultant from claims under the Worker's Compensation Acts and from claims for
bodily injury, death, or property damage which may arise from the performance of
Consultant's services under this Agreement.
C. Professional Liability Insurance. The Consultant agrees to provide to the City a certificate
evidencing that they have in effect, with an insurance company in good standing and
authorized to do business in Minnesota, a professional liability insurance policy. Said
policy shall insure payment of damage for legal liability arising out of the performance of
professional services for the City, in the insured's capacity as the Consultant, if such legal
liability is caused by an error, omission, or negligent act of the insured or any person or
organization for whom the insured is legally liable. Said policy shall provide an aggregate
limit of $1,000,000.
23. Records Access. The Consultant shall provide the City access to any books, documents,
papers, and records which are directly pertinent to the specific contract, for the purpose of making
audit, examination, excerpts, and transcriptions, for three years after final payments and all other
pending matters related to this contract are closed.
24. Ownership of Documents. All plans, diagrams, analyses, reports and information generated in
connection with the performance of the Agreement ("Information") shall become the property of
the City. The City may use the Information for its purposes and the Contractor also may use the
Information for its purposes. Reuse of the Information for the purposes of the project
contemplated by this Agreement ("Project") does not relieve any liability on the part of the
Contractor, but any reuse of the Information by the City or the Contractor beyond the scope of the
Project is without liability to the other, and the party reusing the Information agrees to defend and
indemnify the other from any claims or liability resulting therefrom.
25. Governing Law. This Agreement shall be controlled by the laws of the State of Minnesota.
Executed as of the day and year first written above.
Reviewed for form:
CITY OF PRIOR LAKE
/l;i.J1l
City Engineer
FIRM BaL.-TaM (; MaJ(Gi l't-lG.
By: '11!tue-v.A- A 7f~
Its: MAfLC.US A T<<o~. €.
ASsoCAAT"E- ~6(~
5
G:IPROJECTSI200510 1_candy¢enniaIICorrespondenceIST ANDARDAGREEMENTPROFSERVBMI.DOC
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PROPOSAL FOR PROFESSIONAL
ENGINEERING SERVICES
City of Prior Lake
Candy Cove Trail, Centennial Street
and Miscellaneous Sanitary and
Storm Sewer Projects
Centennial Street Improvements
Candy Cove Trail Improvements
Franklin Trail Sanitary Sewer
Improvements
Duluth Avenue Sanitary Sewer
Improvements
Submitted by:
DESIGNING FOR A BETTER TOMORROW
November 4, 2004
EE30L. TOI'J &. ~ E: I'J 1<, II'JC.
Consulting Engineers & Surveyors
1515 East Highway 13 · Burnsville, MN 55337-2917
Phone (952) 890-0509. FAX (952) 890-8065
November 4, 2004
Mr. Larry Poppler, P.E.
Assistant City Engineer
City of Prior Lake
16200 Eagle Creek Avenue
Prior Lake, MN 55372-1714
Re: Proposal for Engineering and Surveying Services
Candy Cove Trail, Centennial Street and Miscellaneous Sewer Projects
City Project #05-01
City of Prior Lake, Minnesota
Dear Mr. Poppler:
Thank you for the opportunity to submit this proposal for the City of Prior Lake's Candy
Cove Trail, Centennial Street and Miscellaneous Sewer Projects. Bolton & Menk, Inc. is
an eminently qualified firm specializing in municipal improvements projects like this one
for Prior Lake. Our success with these projects stems from our technical expertise and
our commitment to customer service and client satisfaction. We are confident that this
combination of expertise and our dedication to understanding and meeting the specific
needs of the City will make Bolton & Menk, Inc. a valuable partner to the City as you
prosecute this project.
To serve the City of Prior Lake, we have assembled a project team that will be led by
Marcus Thomas, a Project Manager and Associate Engineer with Bolton & Menk, Inc.
Mr. Thomas' expertise is in municipal reconstruction and rehabilitation projects, and he
leads an experienced project team that has completed similar projects for numerous
communities. Our team's approach to municipal engineering focuses on cost-effective
design and infrastructure solutions that possess longevity and low maintenance.
We realize that there are a number of different engineering firms the City of Prior Lake
has to choose from to complete this project. Therefore, in addition to the technical
expertise we offer the City, Bolton & Menk, Inc. is emphasizing our commitment to
customer service on this project. Our objectives for this priority project are to completely
understand the City's goals; clearly communicate our recommendations and proposed
solutions; and be readily available and immediately responsive to your. requests for
information. We also understand that our Client's residents are our customers, too. We
recognize the residents' vested interest in the value, function, and aesthetics of our
designs, and we insist on meaningful communication and input from them.
\
MANKATO. MN · FAIRMONT. MN · SLEEPY EYE. MN · BURNSVILLE, MN · WILLMAR, MN · CHASKA. MN · AMES. IA
www.bolton-menk.com
An Equal Opportunity Employer
We have organized our enclosed proposal to coincide with the requirements of your
Request for Proposals. Additionally, we offer you a summary of our project
understanding and approach, and provide an example of a construction newsletter we
intend on preparing to communicate with the project area residents and businesses.
Thank you, again, for the opportunity to submit this proposal. We look forward to
working with you and the City of Prior Lake on this project. Please do not hesitate to call
me if you have any questions regarding this proposal.
Sincerely,
BOLTON & MENK, INC.
-p(41Ul-U-L PI-- 7F~
~O~
'n A. Rippke, P .E.
President
Marcus A. Thomas, P .E.
Associate Engineer
2
TABLE OF CONTENTS
LETTER OF TRANSMITTAL
SECTION
TITLE
1
Project Understanding & Approach
2
Detailed Work Plan & Project Fees
3
Project Schedule
4
Project Team
5
Related Project Experience
APPENDIX A
Project Team Resumes
APPENDIX B
Example Construction Newsletter
Table of Contents
Submitted by:
Bolton & Menk, Inc.
Proposal for Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake. Minnesota
PROJECT UNDERSTANDING & ApPROACH
According to the City of Prior Lake's October 21, 2004 Request for Proposals and November 2, 2004
Memorandum, the City is seeking professional engineering and surveying services in conjunction with the
following projects:
);> Centennial Street and Candy Cove Trail Improvements
);> Franklin Trail Sanitary Sewer Improvements
);> Duluth Avenue Sanitary Sewer Improvements
);> Pleasant Street Storm Sewer Improvements
In general, the City's engineering consultant will be required to complete topographic surveys of the project
areas, complete preliminary designs and engineering for a Feasibility Study being prepared by the City,
complete the final design and engineering, and perform construction observation, administration and staking
services.
Bolton & Menk, Inc. proposes to complete the following tasks as a part of our services to the City of Prior
Lake. These tasks have been correlated with the Required Services Description, as outlined in the City's RFP.
Task 1: Data Collection
Bolton & Menk, Inc. will set horizontal and vertical survey control within each project area for the purposes of
completing a topographic survey and construction staking. The control will utilize Scott County coordinates
and City benchmarks for horizontal and vertical control, respectively. A sufficient number of control points
will be established in protected areas to facilitate reestablishment of the project areas' control in the eventthat
any control monuments are lost.
Our survey crews will complete a topographic survey of the existing conditions within each of the project
areas. The surveys will include all visible features including, but not limited to, pavements, curb lines,
buildings, signs, manholes, catch basins, valves, sidewalks, turf areas, driveways, utility poles, trees, gardens,
mailboxes, and retaining walls. Each project area, including the marsh area south of Pleasant Street, will be
mapped with a sufficient number of ground shots to generate accurate contours and a TIN of the existing site
topography. Reconstructed roadway corridors will be cross-sectioned at a minimum of every 50 feet, including
at driveways and significant grade break locations. The corridor topography will extend to at least 10 feet
beyond the right-of-way and to building faces at driveway locations. We will also locate all found property
irons and any underground utility markings from a Gopher One Call. Underground utility mapping will be
based on manhole reports, field markings, available maps and as-built information.
For the purposes of this proposal, we are not including any work to complete wetland delineations or
mitigation plans for the marsh area south of Pleasant Street. Also, survey work within denser tree areas such as
this marsh area will include tree lines for acreage computations of clearing and grubbing, as opposed to
locating individual trees.
Proposal for Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake, Minnesota
Section 1-1
Submitted by:
Bolton & Menk, Inc.
Task 2: Base Mapping
Utilizing the topographic survey information obtained during Task 1, Bolton & Menk, Inc. will prepare
electronic drawings of the project areas in AutoCAD 2000i format. We will obtain the City of Prior Lake's
digital point library and layering protocol and use them in preparing the electronic drawings. We will also
create a TIN and accompanying contour layers of each of the project areas.
Task 3: Plan Design
Bolton & Menk, Inc. will prepare detailed construction plans in AutoCAD 2000i format, illustrating plan and
profile views of the proposed street rehabilitation and utility improvements. The horizontal scale of the plan
drawings will be 1 "=50'. The plans will be prepared in accordance with the City of Prior Lake Public Works
Design Manual and will be consistent with plans previously completed by the City. Cross sections will be
shown along Candy Cove Trail and Centennial Street every 50 feet and at driveways and intersections.
Required construction details, tabulations and title sheet will also be prepared. Final plans will be submitted
for review and comment by private utility owners. Full size (22"x34") and half size (11 "x17") plan sets will be
printed in sufficient number for bidding and construction.
Specific design requirements that we will address for each project area include:
Candv Cove Trail and Centennial Street
It is anticipated that Candy Cove Trail and Centennial Street will require reconstruction. Bolton & Menk, Inc.
will complete construction plans for bituminous street improvements along
each of these streets. Candy Cove Trail will be designed with a new
concrete sidewalk along its east side. We will also review the City's plans
that were previously completed for Centennial Street and modify these plans
as necessary. Plans for spot watermain and sanitary sewer improvements as
itemized in the City's November 2nd memorandum will be completed, and a
preliminary storm water management plan, including all design
computations, will be prepared for the proposed storm sewer improvements
along each street.
Franklin Trail Sanitary Sewer
Bolton & Menk, Inc. will prepare a sanitary sewer design that routes the Westwood Drive sewer directly into
the T.H.13 trunk sewer via Franklin Trail. The purpose of this redesign is to
reduce the surcharging problems currently experienced along the line west of
Franklin Trail. We will review available sewer system information to determine
what pipe size will be required for the new extension. It is expected that the
existing street surface will only require patching along the sewer trench, not
complete reconstruction.
Duluth Avenue Sanitarv Sewer
Bolton & Menk, Inc. will design a new sanitary sewer alignment south of
Pleasant Street between Duluth Avenue and T.H.13. The new alignment is
required due to severe sags in the existing system and its inefficient alignment.
We will review available sewer system information in establishing an improved
alignment and adequate pipe sizes. Prior to final design, a preliminary
alignment will be prepared for approval by the City and the Metropolitan
Section 1-2
Submitted by:
Bolton & Menk, Inc.
Proposal for Professional Engineering Services
Candy Cove Trail. Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake. Minnesota
Council.
Pleasant Street Storm Sewer
Bolton & Menk, Inc. will identifY the low area behind the funeral home along Pleasant Street and design a
catch basin and storm sewer extension into the adjacent wetland that alleviates existing ponding problems at
this location.
Task 4: Easements
Bolton & Menk, Inc. will review all existing easements along those properties traversed by the proposed
Duluth A venue sanitary sewer and Pleasant Street storm sewer extensions. Supplemental easement
descriptions will be prepared as necessary to fully accommodate the implementation of the proposed utility
improvements.
Task 5: Construction Specifications
Bolton & Menk, Inc. will prepare a complete Project Manual that includes special provisions to the City of
Prior Lake's Standard Specifications. The manual will include a bid schedule itemized for each project area
and all contract documents (agreements, bonds, etc.) required by the City. The Project Manual format will be
consistent with those manuals previously completed by the City. A sufficient number of copies of the Project
Manual will be prepared for bidding and construction. This task will also include the preparation of cost
estimates for the project, the preparation of any required addenda, and being available to answer questions
from prospective bidders.
Task 6: Permitting
Bolton & Menk, Inc. will complete and submit permit application forms for all required project permits. Any
required permit fees would be paid by the City of Prior Lake.
Task 7: Project Meetings
Bolton & Menk, Inc. will prepare for and attend all necessary project review meetings with City Staff during
the preliminary and final design phases of the project. We will also meet with the City Staff prior to all public
meetings as described in Task 7. Based on the frequency suggested in the RFP, we estimate eight (8) project
meetings will be required under this task. For the purposes of this proposal, time and fee allotments for
construction-related meetings are included in Tasks 9 and 11.
Task 8: Public Meetings
Bolton & Menk, Inc. will prepare for and attend two (2) public meetings for the Candy Cove and Centennial
Street improvements and one (1) public meeting for the Duluth Street sanitary sewer improvements. We will
prepare any necessary handouts or presentation materials required for each of these meetings.
Task 9: Construction Inspection
Bolton & Menk's construction observer will attend the pre-construction meeting and all construction-related
meetings required by the City of Prior Lake. The construction observer will be on the project site daily,
serving as a full-time liaison between the City and the contractor. The construction observer will review the
work completed by the contractor to determine if the project is in general conformance with the plans and
specifications, and will report to the project manager if any work is unsatisfactory. The construction observer
will review all materials testing and advise the project manager of any deficiencies. The construction observer
will maintain orderly files including a daily construction diary to be submitted to the City at the end of each
week, project quantities, testing records, correspondence, contract documents, change orders, and addenda.
The construction observer will perform erosion control inspections and complete the storm water pollution
Proposal for Professional Engineering Services
Candy Cove Trail. Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake. Minnesota
Section /-3
Submitted by:
Bolton & Menk, Inc.
prevention plan for the project with oversight from the project manager. The construction observer will also
assist the City staffwith residents' concerns and issues by meeting with adjacent property owners as necessary
and reporting these issues to the City. For the purposes of this proposal we estimate our construction observer
wi II spend 45 hours per week on the project for 12 weeks.
Task 10: Project Construction Staking
Bolton & Menk, Inc. will provide all required construction staking for storm sewer, watermain and sanitary
sewer construction. Staking information will include line and grade at intervals appropriate for the utility
construction. Construction staking, including line and grade, will also be provided for curb and gutter and
sidewalks at intervals of no more than fifty feet. Cut sheets will be maintained for all staking with copies being
provided to the contractor. We will keep survey records of the construction for creating record drawings for
the project and will also replace any property corners located during Task 1 that are lost during construction.
Task 11: Project Construction Administration
Bolton & Menk, Inc. will organize and conduct all required construction meetings, including the pre-
construction meeting and weekly on-site progress meetings. The project manager will have regular contact
with the construction observer and will advise the City of the project's progress and conformance with the
contract documents. The project manager will prepare construction newsletters for distribution by the City to
area residents and will prepare all required administration documents including pay estimates, change orders,
etc. For the purposes of this proposal, we estimate our project manager will spend 8 hours per week during a
12-week construction period.
Task 12: As-Built Documentation
Upon completion of the project, Bolton & Menk, Inc. will compile all construction records maintained by the
construction observer and contractor for the purpose of preparing record drawings of the project. These
drawings will be prepared in AutoCAD 2000i and will comply with the requirements of the City of Prior
Lake's Public Works Design Manual. Record drawings will be delivered to the City of Prior Lake in both hard
copy and electronic format.
Proposal for Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake, Minnesota
Section 1-4
Submitted by:
Bolton & Menk, Inc.
DETAILED WORK PLAN & PROJECT FEES
The following is our Detailed Work Plan and Project Fees, which illustrate the proposed person-hours and
estimated costs for the tasks described in Section I of this proposal. Our total estimated fee for the required
scope of work is $108,530.
Bolton & Menk knows the importance of delivering a project on budget. We have extensive internal quality
control of our time and budget to ensure efficiency of our staff and value to our clients. We also understand
that the City's project objectives will continue to solidify through the feasibility and design phases of this
project and we are committed to sustaining value in our services. This means flexibility on our part to
accommodate minor changes to the project's scope of work.
Proposal for Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake, Minnesota
Section 2-1
Submitted by:
Bolton & Menk, Inc.
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PROJECT SCHEDULE
Bolton & Menk, Inc. estimates that the City of Prior Lake's project can be completed by August 2005. We
have included a detailed schedule on Page 3-2 for your review and consideration. Understanding that the
City's prioritization ofthe individual project tasks may vary, this schedule can be modified to accommodate the
specific timeIine requirements of the City of Prior Lake.
Proposal for Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous. Sanitary & Storm Sewer Projects
City of Prior Lake, Minnesota
Section 3-1
Submitted by:
Bolton & Menk, Inc.
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PROJECT TEAM
TEAM PHILOSOPHY
It is the policy of Bolton & Menk, Inc. to staff all major projects utilizing a team approach, with close
coordination between the client and the team maintained at all times. This proposed team will report directly to
the City of Prior Lake Assistant City Engineer or to other authorized City Staff. We strive to provide the best
team services possible, with the team specifically tailored to meet the needs of the client. The following
section provides brief profiles of each of the team members. An organizational chart is included and detailed
biographies for the team members are also included in the Appendix.
PROJECT TEAM PROFILES
PRINICPAL-IN-CHARGE
Jon Rippke, P.E., Bolton & Menk's President, will serve as the Principal-In-Charge for this project. Mr.
Rippke's responsibilities to this project include contract administration as well as overall quality assurance
and quality control. He is also available to the City of Prior Lake, in addition to the Project Manager, to
discuss the project team's overall performance.
PROJECT MANAGER / ENGINEER
Marcus Thomas, P.E., will serve as the Project Manager/Engineer for the project. Mr. Thomas will be
intimately involved with all aspects of the project. He will provide overall technical supervision,
administration, and coordination of the project. He will make recommendations, review the quality of the
work, and monitor the progress of the project during the design and construction phases. He will give daily
direction to the project team to ensure that all project goals are met. He will attend all project and public
meetings as required by the City and lead any public presentations as required.
SURVEYING MANAGER
Richard J. Williams, Jr., L.S., is the Survey Manager for Bolton & Menk's Burnsville office. As the
Surveying Manager for this project, Mr. Williams will coordinate the survey crews and drafting staff dedicated
to the surveying tasks of the project. He will be responsible for ensuring the accurate and efficient topographic
mapping of each of the project areas. He will certifY all required easement documents and will monitor the
quality of all construction staking completed for the project.
DESIGN ENGINEER
Kent Louwagie, E.I.T., will serve as the Project Engineer and Construction Observer for the project.
Under the direction of the Project Manager, Mr. Louwagie will be the lead designer and will perform the
construction observation duties detailed in Section I of this proposal.
ENGINEERING TECHNICIAN
Lee Stallings, a Senior Technician with Bolton & Menk, Inc., will serve as the Engineering Technician for
the project. Under the direction of the Project Manager, Mr. Stallings will work closely with the Design
Engineer in generating design documents, plan sheets, and presentation materials required throughout the
project
Proposalfor Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake, Minnesota
Section 4-1
Submitted by:
Bolton & Menk, Inc.
City of Prior Lake
Larry Poppler, P .E.,
Assistant City Engineer
Marcus Thomas, P.E.
Project Manager/Engineer
Jon A. Rippke, P.E.
Principal-in-Charge
Construction
Kent Louwagie, E.I.T.
Design Engineer
Kent Louwagie, E.I.T.
Construction Observer
Lee Stallings
Engineering Technician
Ric Williams, L.S.
Surveying Manager
Ric Williams, L.S.
Surveying Manager
Proposal for Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake. Minnesota
Section 4-2
Submitted by:
Bolton & Menk, Inc.
I
RELATED PROJECT EXPERIENCE
Bolton & Menk, Inc. has considerable experience in the design and construction of municipal improvement
projects. The following examples represent projects that have been completed by members of our proposed
project team.
Proposal for Professional Engineering Services
Candy Cove Trail. Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake. Minnesota
Section 5-1
Submitted by:
Bolton & Menk, Inc.
Project Experience
The City of 8t. Michael's 2004 Street and
Utility Improvements project involved
rehabilitating over a mile and a half of
residential roadways throughout the City's
Edgewood Neighborhood. Bolton & Menk,
Inc. employed a very selective process in
determining the most cost-effective methods
to rehabilitating the various roadways.
Ultimately, both full and partial
reconstruction methods were utilized.
Significant drainage improvements were also
completed as a part ofthis project. To
address significant flooding problems at a
particular road intersection, Bolton & Menk
designed improvements to the downstream
storm sewer system that included pipe
upsizing, pond dredging, pond outlet
modifications, and ravine improvements.
The project also addressed sanitary sewer
problems within the neighborhood by
replacing an undersized trunk line with a new
18" pipeline.
With over 100 resident properties affected by
the construction, Bolton & Menk's
construction team worked successfully to
keep the residents informed throughout the
construction process via regular construction
newsletters and other communications.
2004 Street and
Utility Improvements
St. Michael, Minnesota
Project Cost: $1,100,000
Client: City of st. Michael, Minnesota
Project Manager: Marcus A. Thomas, P.E.
Construction Observer: Kent Louwagie, E.I.T.
Cilyol',',' ....:
--
City of Prior Lake
Larry Poppler, P.E.,
Assistant City Engineer
Marcus Thomas, P.E.
Project Manager/Engineer
Jon A. Rippke, P.E.
Principal-in-Charge
Construction
Kent Louwagie, E.I. T.
Design Engineer
Kent Louwagie, E.I.T.
Construction Observer
Lee Stallings
Engineering Technician
Ric Williams, L.S.
Surveying Manager
Ric Williams, L.S.
Surveying Manager
Proposal for Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake, Minnesota
Section 4-2
Submitted by:
Bolton & Menk, lnc,
RELATED PROJECT EXPERIENCE
Bolton & Menk, Inc. has considerable experience in the design and construction of municipal improvement
projects. The following examples represent projects that have been completed by members of our proposed
project team.
Proposal for Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake, Minnesota
Section 5-1
Submitted by:
Bolton & Menk, Inc.
Project Experience
The City of St. Michael's 2004 Street and
Utility Improvements project involved
rehabilitating over a mile and a half of
residential roadways throughout the City's
Edgewood Neighborhood. Bolton & Menk,
Inc. employed a very selective process in
determining the most cost-effective methods
to rehabilitating the various roadways.
Ultimately, both full and partial
reconstruction methods were utilized.
Significant drainage improvements were also
completed as a part of this project. To
address significant flooding problems at a
particular road intersection, Bolton & Menk
designed improvements to the downstream
storm sewer system that included pipe
upsizing, pond dredging, pond outlet
modifications, and ravine improvements.
The project also addressed sanitary sewer
problems within the neighborhood by
replacing an undersized trunk line with a new
18" pipeline.
With over 100 resident properties affected by
the construction, Bolton & Menk's
construction team worked successfully to
keep the residents informed throughout the
construction process via regular construction
newsletters and other communications.
2004 Street and
Utility Improvements
St. Michael, Minnesota
Project Cost: $1,100,000
Client: City of St. Michael, Minnesota
Project Manager: Marcus A. Thomas, P.E.
Construction Observer: Kent Louwagie, E.I.T.
1:&Gk"",~l-....! .'~
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PROJECT TEAM
TEAM PHILOSOPHY
It is the policy of Bolton & Menk, Inc. to staff all major projects utilizing a team approach, with close
coordination between the client and the team maintained at all times. This proposed team will report directly to
the City of Prior Lake Assistant City Engineer or to other authorized City Staff. We strive to provide the best
team services possible, with the team specifically tailored to meet the needs of the client. The following
section provides brief profiles of each of the team members. An organizational chart is included and detailed
biographies for the team members are also included in the Appendix.
PROJECT TEAM PROFILES
PRINICPAL-IN-CHARGE
Jon Rippke, P.E., Bolton & Menk's President, will serve as the Principal-In-Charge for this project. Mr.
Rippke's responsibilities to this project include contract administration as well as overall quality assurance
and quality control. He is also available to the City of Prior Lake, in addition to the Project Manager, to
discuss the project team's overall performance.
PROJECT MANAGER / ENGINEER
Marcus Thomas, P.E., will serve as the Project Manager/Engineer for the project. Mr. Thomas will be
intimately involved with all aspects of the project. He will provide overall technical supervision,
administration, and coordination of the project. He will make recommendations, review the quality of the
work, and monitor the progress of the project during the design and construction phases. He will give daily
direction to the project team to ensure that all project goals are met. He will attend all project and public
meetings as required by the City and lead any public presentations as required.
SURVEYING MANAGER
Richard J. Williams, Jr., L.S., is the Survey Manager for Bolton & Menk's Burnsville office. As the
Surveying Manager for this project, Mr. Williams will coordinate the survey crews and drafting staff dedicated
to the surveying tasks ofthe project. He will be responsible for ensuring the accurate and efficient topographic
mapping of each of the project areas. He will certify all required easement documents and will monitor the
quality of all construction staking completed for the project.
DESIGN ENGINEER
Kent Louwagie, E.I.T., will serve as the Project Engineer and Construction Observer for the project.
Under the direction of the Project Manager, Mr. Louwagie will be the lead designer and will perform the
construction observation duties detailed in Section I of this proposal.
ENGINEERING TECHNICIAN
Lee Stallings, a Senior Technician with Bolton & Menk, Inc., will serve as the Engineering Technician for
the project. Under the direction of the Project Manager, Mr. Stallings will work closely with the Design
Engineer in generating design documents, plan sheets, and presentation materials required throughout the
project
Proposal for Professional Engineering Services
Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects
City of Prior Lake, Minnesota
Section 4-1
Submitted by:
Bolton & Menk, Inc.
Jon A. Rippke, P.E.
Principal-In-Charge
EnUCA TION
B.s. Degree
Civil Engineering
South Dakota State
University
SUMMARY
REGISTRATION
Registered Engineer
Minnesota and Iowa
Mr. Rippke has over thirty-three years experience with the planning,
design and construction of civil and municipal projects.
He has been with Bolton & Menk, 1m::. for 30 years and prior to
being appointed President in 1995, he served in the capacity of
Mankato Office Manager and Civil Division Manager.
EXPERIENCE
ORGANIZA TIONS
American Council of
Engineering Companies of
Minnesota
Minnesota Society of
Professional Engineers
. Principal-In-Charge of the City Engineering efforts in North
Mankato for 1 7 years.
. Extensive municipal experience in streets and highways, storm
water management facilitation, water distribution networks,
wastewater collection systems, new subdivisions, parks and
trails, reconstruction projects, reciI'eational facilities and
downtown redevelopment.
. He was the Technical Representative for the City of North
Mankato on the original Mankato Area Transportation and
Planning Study (MAT APS) as well as for the two updates to the
Plan.
City Engineers Association of
Minnesota
National Society of
Professional Engineers
American Public Works
Association
. Familiar with funding opportunities and requirements of County
State Aid, Mn/DOT cooperative ;,<agreements, Municipal State
Aid, Federal Aid (TEA 21), Rum] Development Authority,
Minnesota Statute 429, bonding, fEMA and enterprise funds.
. Principal-In-Charge on key projelCts providing project oversight,
quality assurance, timely submittals and client liaison.
Minnesota Public Works
Association
Page I of 1
Marcus A. Thomas, P.E.
Project Manager/Engineer
EDUCATION
SUMMARY
REGISTRA TION
Mr. Thomas is an Associate and Project Manager with more than ten years
of experience at Bolton & Menk. Since joining the firm in 1993, he has had
a wide range of experience in project administration from conception
through construction. His background includes the development and design
of numerous municipal projects including street reconstruction, sanitary
sewer systems, water distribution systems, and storm water systems. He also
has experience in the design of commercial and residential developments.
His administrative duties have involved the management of aU project
phases including preliminary engineering reports, final design, cost
estimates, presentations, bidding assistance, and construction administration.
He has assisted communities in seeking and acquiring state and federal
project funding. An extensive background of construction observation and
land surveying has also given Mr. Thomas significant experience in
construction techniques and public interaction.
B.S. Degree
Civit-Engineering
University of Minnesota
Registered Professional Engineer -
Minnesota
ORGANIZA TIONS
City Engineers Association of
Minnesota
Minnesota Public Works Association
EXPERIENCE
American Society of Civil Engineers
American Public Works Association
Mr. Thomas' variety of engineering projects including storm water
management, infrastructure rehabilitation, and trail systems have given him
experience with several municipal and private clients. His responsibilities
have also required the special administrative duties associated with State Aid
and Federal Aid projects.
City of Hopkins, Minnesota
Mr. Thomas is serving as the primary contact engineer for the City Hopkins
and has provided project management, design, and construction observation
services on several projects for the city. Details of some ofthese projects
include constructing dual 54" HOPE storm sewer pipes, a frontage road
realignment including the redesign of an adjacent parking lot, sanitary sewer
and water main replacements, street rehabilitation and reconstruction, State
Aid compliance, and extensive assessment roU itemizing. Recent and
current projects include:
- 2004 Street and Utility Improvements ($500,000)
- 2003 Street and Utility Improvements ($900,000)
- 2002 Street and Utility Improvements ($550,000)
- CSAH 3 (Excelsior Boulevard) Improvements ($6,500,000)
- 2001 State Aid Street and Utility Improvements ($1,000,000)
- Mainstreet and I ih Avenue Decorative Signal Improvements
- 1999 Street and Utility Improvements ($850,000)
- 1998 Street and Utility Improvements ($400,000)
- First Street North - State Aid Street and Storm Sewer Improvements
($330,000)
- Second Street Storm Sewer and Mill and Overlay Improvements
($170,000)
- North Service Drive - State Aid Street and Storm Sewer Improvements
($425,000)
- Oakridge South - Street and Utility Improvements ($450,000)
Page 1 of 4
Marcus A. Thomas, P.E.
Project Manager/Engineer
City of Osseo, Minnesota
- Mr. Thomas is currently serving as the City of ass eo's City Engineer. His primary duties include assisting
the City with its infrastructure maintenance program, advising the City with regards to their redevelopment
plans, and managing the design and construction phases of annual street and utility improvement projects.
Recent and current projects include:
2003 Utility Improvements ($200,000)
Bell Tower Public Infrastructure Improvements ($400,000)
City Hall and Public Works Building Improvements ($2,000,000)
Annual Bituminous Maintenance Improvements ($100,000 per year)
City of Hastings, Minnesota
Mr. Thomas recently served as the Project Manager for the city's Lock & Dam Road/ River Front
Redevelopment project. The $1 million dollar project was Phase I of an overall site redevelopment plan
which includes a 1.5 mile service road, boat access to the Mississippi River, parking lots, decorative
streetscape elements, a multi-use stockpile facility for the Army Corps of Engineers, and will ultimately
feature a bandshell and a Mississippi River interpretive center. This project was awarded the 200 I Project
of the Year Award by both the Minnesota Public Works Association and the City Engineers Association of
Minnesota.
Other projects Mr. Thomas has completed for the City of Hastings include:
Century South Trunk Sewer and Water Extensions ($500,000)
Industrial Park Improvements: Spiral Blvd. and 31 sl St. Extensions ($1,700,000)
General Sieben Drive Reconstruction Improvements ($1,500,000)
General Sieben Drive Extension Improvements ($1,500,000)
Southview Drive Improvements ($1,000,000)
Westwood Neighborhood Intersections Study
City of Northfield, Minnesota
Mr. Thomas has assisted the City of North field with several reconstruction and new construction
infrastructure improvements. Recent projects include:
Sibley Swale Trail Improvements ($100,000)
Spring Creek Park Parking Lot Improvements ($200,000)
Jefferson Road Improvements ($900,000)
Washington Avenue/ Union Street Improvements ($600,000)
City of St. Michael
As the current client contact for the City of St. Michael, Mr. Thomas is assisting the City with its 2004
Street and Utility Improvements project. This project, which affects over 100 residents, will address
flooding problems, sanitary sewer backup problems, frequent watermain break problems, and will
rehabilitate deteriorated streets throughout the City's Edgewood Neighborhood.
Page 2 of 4
Marcus A. Thomas, P.E.
Project Manager/Engineer
City of Chanhassen
Mr. Thomas is currently the client contact for the City ofChanhassen. He is assisting the City with the
design and construction ofa new well and raw water distribution line and is working with the City's Water
- Resources Department in addressing neighborhood drainage concerns.
City of Belle Plaine
Mr. Thomas is currently assisting the City of Belle Plaine in the development and design of Kittson
Boulevard. This two-mile divided highway has been demanded by surrounding developments and will
ultimately be turned over to Scott County as County State Aid Highway 5.
Bike Trail Improvements for the City of Red Wing, Minnesota
Mr. Thomas served as the Project Manager assisting with the design of the $850,000 bike trail
improvements in the City of Red Wing. This two-mile trail project will link the Minnesota Cannon Valley
Trail with the Hay Creek Trail and Bay Point Park, via the Riverfront Trail, all within the city limits of Red
Wing. This project includes a bike trail bridge over Hay Creek. This Federal Aid project required a
Project Memorandum including a review of the social, economic and environmental (SEE) effects of this
improvement on Hay Creek (a designated trout stream) and adjacent wetlands, and final construction plans
and specifications.
C.S.A.H. 61 Improvements for Hennepin County, Minnesota
Mr. Thomas served as the project engineer for the reconstruction and expansion of County Road 61 from
Bass Lake Road to 1-694, through the cities of Plymouth and Maple Grove. His primary duties included
working directly with the cities of Plymouth and Maple Grove as the project liaison and also working
directly with affected residents in both communities. Bolton & Menk's responsibilities included
completing the final design, and developing the construction plans and right-of-way plans to complete the
four-lane divided roadway improvements. This project included an environmental assessment and EA W,
with wetland, noise and air quality impact analysis and five traffic signal system improvements (including
video detection, interconnection and EVP). The 2.5-mile roadway improvement cost $7.8 million and in
funded in part by Federal TEA-21 /STP funds.
City of Burnsville
Mr. Thomas recently assisted the City of Burnsville in applying for Mn/DOT Cooperative Agreement
Funding and federal TEA-21 Funding for several projects including the extension ofCSAH 5, 1-35W/
Cliff Road interchange improvements, and two different pedestrian bridges over Trunk Highway 13.
Martin County: City of Dunnell Street and Storm Sewer Improvements
Mr. Thomas was the Project Engineer for this $905,000 reconstruction project. The improvements
included the reconstruction of the existing rural sections ofCSAHs No.8 & No.9 into urban sections
(including curb and gutter) and the construction of a new storm sewer system. Special challenges with this
project included coordinating the County's design with the city-led sanitary sewer and water main designs.
Metropolitan Council Environmental Services
Mr. Thomas served as the Project Engineer for a liquid waste dumpsite located in the city of Chanhassen.
The project serves as a site for local haulers to dispose of liquid waste into MCES facilities.
United States Postal Service
Mr. Thomas provided construction observation services for the parking lot and loading dock reconstruction
of the USPS Hopkins site. Duties included the quick turn over of daily inspection reports and photographs
to offsite client project managers to allow for their input in the daily construction progress.
Page 3 of4
.~,~~
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Marcus A. Thomas, P.E.
Project Manager/Engineer
City of New Prague
Mr. Thomas has provided construction observation services for three different developers in the City of
- New Prague. All three projects ranging in cost between $300,000 and $500,000 were new subdivision
developments with sanitary sewer, watermain, street, and storm sewer construction. Inspection and
coordination of utility testing along with detailed construction reports were special requirements of the city
which Mr. Thomas accommodated.
Private Clients
Oppidan Investment Company
Mr. Thomas served as the Project Engineer for two different developments. Connelly Farms Addition in
Bumsville is a sixteen-acre commercial site and a future home offour different businesses. The second
site, in Rosemount, is a single lot retail development. Both sites required grading and drainage plans,
including storm water management plans, utility plans, and site layout plans.
Page 4 of4
Richard J. Williams, JR., L.S.
Land Surveyor
EDUCATION
SUMMARY
Land Surveying I & II
Real Estate Law II
Dunwoody Institute
Mr. Williams has over twenty-eight years of surveying
experience in Minnesota, Wisconsin, Iowa, Alabama and
Louisiana. His responsibilities include the supervision of
field crews and technicians as well the coordination of survey
work for the metro offices. Prior to joining the firm, he
worked with another consultant for over eight years.
Surveying Courses
University of South Alabama
Ashtech Global Positioning Systems
Training
EXPERIENCE
Mr. Williams' surveying experience includes the following:
GPS, GIS/LIS Training
University of Wisconsin, Madison
REGISTRA TION
Construction Staking
CSAH 96, Ramsey County; Construction Staking
and As-Builts, Contractor Staking for Shafer
Construction
CSAH 12, Scott County/ Prior Lake; Construction
Staking and Right-of-Way Plat
Parking ramp at the Minneapolis/St. Paul
International Airport
Parking ramp in Minneapolis warehouse district
Taxiway improvements at the Minneapolis/St. Paul
International Airport
Trunk sewer through Bayport, MN, for the
Metropolitan Waste Control Commission
New field training facilities at Camp Ripley, MN
Drainage, roadway and taxiway rehabilitation at
Flying Cloud Airport in Eden Prairie, MN
Building and campus facilities for new Savage -
Prior Lake High School
New municipal campus for City of Farmington
Bluff stabilization along the Mississippi River, St.
Paul
Residential and commercial developments
throughout the Minneapolis/St. Paul Metropolitan
Area
Registered Professional
Land Surveyor
Minnesota and Wisconsin
ORGANIZA TIONS
Minnesota Society of Professional
Surveyors (MSPS)
American Congress on Surveying
and Mapping (ACSM)
National Society of Professional
Surveyors (NSPS)
Minnesota Surveyors &
Engineers Society (MSES)
Boundary Surveys
Boundary surveys for land sales and purchases by
Canadian Pacific Railroad
Field surveys, descriptions and mapping for trunk
sewer easements for the Metropolitan Waste Control
Commission
Page I of2
Richard.1. Williams, .1R., L.S.
Land Surveyor
Boundary and topographic surveys of three potential sites for the Federal Reserve Bank of
Minneapolis
Miscellaneous property surveys and plats for the Minneapolis Community Development Agency
Surveys and plats for residential and commercial developments throughout the Minneapolis/St.
Paul Metropolitan Area
PLS Resurvey and Remonumentation
Boundary surveys and remonumentation of more than thirty sections in Superior National Forest
for the u.S. Forest Service
GPS Surveys
Survey ofPLS corners for Carver County
Survey of PLS corners for Hennepin County
Aerial mapping photo control in Minnesota, Wisconsin and Iowa for the u.S. Army Corps of
Engineers
Engineering Design Surveys
Facility expansion and rehabilitation at several regional airports (Minneapolis/St. Paul
Metropolitan Area) for the Metropolitan Airports Commission
State Highway 25 upgrade in Buffalo, MN for the Minnesota Department of Transportation
State Highway 14 relocation around Dodge Center, MN for the Minnesota Department of
Transportation
Skyway route survey in downtown Minneapolis
Skyway alignment survey in downtown St. Paul
Semiannual monitoring surveys of Crow Wing County landfills
Transportation Projects
CSAH 44/CSAH 27 Highway R-O-W Plats in Prior Lake for Scott County
TH I 69/CSAH 3 Official Map in Belle Plaine for Scott County
State Highway 25 upgrade in Buffalo for the Minnesota Department of Transportation
State Highway 14 relocation around Dodge Center for the Minnesota Department of
Transportation
Unique or Specialty Surveys
Building deformation monitoring adjacent to new construction
Topographic survey (0.2 foot contour interval) of historic sod fort in western Minnesota for State
Archeologist
Resurvey of traverse lines, from early 1900's, for verification of Indian mound location
(Note: Some of the above projects were performed when employed by another consulting firm.)
Page 2 of2
Kent Louwagie, E.L T.
Design Engineer
EDUCATION
B.S. Degree
Civil Engineering - South
Dakota State University
SUMMARY
REGISTRATION
Engineer-in- Training
Mr. Louwagie's role with Bolton and Menk includes design
engineering and construction observation. He has been involved
in several projects, which have included utility reconstruction,
surface improvements and site work.
EXPERIENCE
MN/DoT
CERTIFICA TIONS
Aggregate Production I
Bituminous Street I
Concrete Field I
Grading and Base I
Erosion/Sediment Control-
Inspector/Installer
Mr. Louwagie has been a member of the engineering design and
construction teams on these recent projects:
City of St. Michael
2004 Street and Utility Improvements
$1, I 00,000 Estimated Construction Cost, Construction Observer
Minnesota National Guard OMS No.5
2004 Construction of Exterior Concrete Slabs at Detroit Lakes
$410,000 Estimated Construction Cost, Design Engineer
2004 Meschke South Haven Third Addition
Located in the City of Morristown, Design Engineer
Redwood County
2003 CSAH No.6 Reconstruction
$3,240,000 Construction Cost, Construction Observer
City of Springfield
2003 Street and Utility Improvements
$633,000 Construction Cost, Construction Observer and Design
Engineer
City of Lucan
2003 Water System Improvements
$200,000 Construction Cost, Design Engineer
Renville County
2003 C.S.A.H. No. 11 Reconstruction
Preliminary Design Engineer
City of Springfield
2002 Construction of St. John First Addition
$352,000 Construction Cost, Construction Observer and Design
Engineer
2002 Monsanto Soybean Facility
Construction Observer
Page 1 of2
Kent Louwagie, E.L T.
Design Engineer
City of Franklin
2001 Replacement of Main Lift Station and Forcemain
~ $190,000 Construction Cost, Construction Observer
2001 Jackson County J.D. #33 Improvements
Design Engineer
City of Tyler
2001 City of Tyler Street & Utility Improvements
$236,000 Construction Cost, Construction Observer
City of Sanborn
2001 Water System Improvements
$703,000 Construction Cost, Construction Observer and Design Assistant
City of Springfield
2001 Street & Utility Improvements
$949,000 Construction Cost, Construction Observer and Design Assistant
Page 2 of2
Lee Stallings
Senior Engineering Technician
EOUCA TION
Twenty Years U. S. Air
Force
Engineering/Surveying
Construction Management
SUMMARY
Eagle Point Product Training
Mr. Stallings has over 34 years experience as a Senior Engineering
Technician in the Engineering and Surveying field. His professional
ability is evident by the diversity of the projects for which he has
provided design, plan preparation, construction inspection and
limited project administration. These projects include rural and
urban roadways, water and wastewater treatment facilities, rural and
municipal utility systems and water supply development.
Advanced AutoCAD
North American School of
Conservation
EXPERIENCE
Hennepin County:
CSAH 61 Reconstruction
Wang Computer Systems
Administrator
Scott County:
CSAH 44 Highway Improvements
CSAH 27 Highway Improvements
City of Northfield:
Jefferson Road Extension II
Second Street Reconstruction
City of Hastings:
Fourth Street Reconstruction
General Sieben Drive Reconstruction
Lock & Dam Road/Trail Improvements
Century South Trunk Sanitary Sewer and Watermain Extensions
City of Red Wing:
Hay Creek/Riverfront Trails
City of Hopkins:
2001 Street and Utility Improvements
2002 Street and Utility Improvements
City of Jordan:
2002 Street and Utility Improvements
City of Elko:
Xerxes A venue Street and Utility Improvements
Page 1 of I
Volume 1, No.1, Page 1
4\
eOL- Tc::::>r--J & I'V1 E: N K., I NC.
Consulting Engineers & Surveyors
1515 E. Highway 13 . Burnsville, MN 55337-2917
Phone (952) 890-0509 . Fax (952) 890-8065
June, 2004
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CITY OF ST. MICHAEL
3150 Lander Avenue NE
P.O. Box 337
St. Michael, MN 55376
(763) 497-2041
CONSTRUCTION NEWSLETTER
St. Michael 2004 Street & Utility Improvements
PoplarlWalnut Drainage Improvements
City of St. Michael has recently contracted with Buffalo Bituminous, Inc. to complete construction projects.
Street and utility construction will occur within the Edgewood Neighborhood.
In addition, large storm sewer improvements are scheduled along Poplar Lane SW and Iris Lane SW.
A summary of the maior construction activities is as follows:
Removal of the existing roadway surface in Edgewood Neighborhood.
Sanitary sewer and watermain replacement along Edgewood Drive.
Storm sewer improvements along Edgewood Drive and inside Edgewood
Pond.
Spot utility repairs within the Edgewood Neighborhood.
Spot curb repairs and new bituminous street construction within the
Edgewood Neighborhood.
New catch basins and storm sewer to serve the Poplar Lane-Walnut Avenue
and Poplar Lane-Willow Drive intersections.
Local access to adjacent driveways will be maintained as much as possible.
~
The following is a detailed description of the work to be completed within the project areas. The project is
scheduled to start during the week of June 7, 2004 and is expected to be substantially complete by
September 30, 2004. Because construction schedules are very weather-dependant, this schedule is subject to
change.
EOGEWOOO DRIVE
Work within the Edgewood Neighborhood will begin
along Edgewood Drive. Edgewood Drive will have
its existing 8" sanitary sewer from T .H.241 to Oak
Street replaced with a new 18" sewer. This new
sewer will have greater capacity and should eliminate
the sewer backups experienced by several residents
along this street. Given the number of watermain
breaks in the area, the existing watermain between
Oak A venue and Paradise Drive will also be replaced.
At the Oak A venue intersection, the existing storm
sewer pipes and catch basins, which have
deteriorated, will be replaced, and at the north end of
Edgewood Drive, there will be significant
improvements made to the storm sewer system
between T.H.241 and Edgewood Pond. The
additional larger pipes constructed will significantly
reduce the frequency and intensity of flooding which
currently occurs at the Ridge Drive intersection.
There will also be additional spot repairs of the storm
sewer system near the southern Circle Drive
Volume 1, No.1, Page 2
intersection. Finally, the existing pavement along
Edgewood Drive from Oak A venue to a point north of
Ridge Drive will be replaced and there will be spot
cuft) repairs along the corridor where necessary.
Most of the curb replacement work will happen along
the north end of Edgewood Drive where storm sewer
work necessitates the removal of much of the existing
curb and gutter.
Because the existing watermain line south of Paradise
Drive needs to be taken out of service while the new
line is being constructed, the contractor will have a
temporary watermain line in place to serve the
adjacent residents. This line, which will extend above
ground along the boulevards, will have individual
connections to each house via an outside spigot on the
house. The contractor will contact and work with
each individual homeowner to make this temporary
connection and, in some cases, may need to enter the
home to make plumbing adjustments to accommodate
the connection. While water quality delivered
through this temporary system should not be any
different from what residents currently have, there
may be less pressure available during this time.
Normal operation of the water system will resume
after the new line is constructed and each home is
reconnected.
In general, work along Edgewood Drive will begin at
the south end and head north. Because there are three
different types of utility work happening (sanitary
sewer, watermain, and storm sewer), pipe trench work
will begin and end up to three times in some areas,
mainly south of Paradise Drive. Once the utility work
is complete, the contractor will begin preparing the
road surface for reconstruction. Until final paving
begins along Edgewood Drive and throughout the rest
of the Edgewood Neighborhood, the contractor will
maintain a gravel road in order to provide local access
to the area residents.
RIDGE DRIVE AND RIDGE CIRCLE
Work along Ridge Drive and Ridge Circle is expected
to begin in July. This work will include milling the
existing bituminous pavement section in place,
grading off the top four inches of the milled surface,
and constructing four inches of new bituminous
June, 2004
pavement on the surface. Except for the storm sewer
work at the Edgewood Drive intersection (see
Edgewood Drive description above), there is no major
utility work planned for this area. However, there
will be minor maintenance work completed inside
some of the storm sewer catch basins.
WELTER ROAD AND WELTER CIRCLE
Work along Welter Road and Welter Circle is
expected to begin in July. This work will include
milling the existing bituminous pavement section in
place, grading off the top four inches of the milled
surface, and constructing four inches of new
bituminous pavement on the surface. There will also
be some deeper street reconstruction work (about I ~
feet deep) along Welter Road just north of Ridge
Drive where more extensive soil corrections need to
be made. While there is no major utility work
planned for this area,
there will be some storm
sewer work near the bend
along Welter Road and
there will be some new
manholes installed along
the sanitary sewer behind
the west curb line of Welter Road, north of Welter
Circle.
CIRCLE LANE
Work along Circle Lane is expected to begin in July.
This work will include milling the existing
bituminous pavement section in place, grading off the
top four inches of the milled surface, and constructing
four inches of new bituminous pavement on the
surface. While there is no major utility work planned
for this area, there will be minor improvements made
to the storm sewer at the north end of Circle Lane.
VALLEY DRIVE
Work along Valley Drive is expected to begin in July.
This work will include milling the existing
bituminous pavement section in place, grading off the
Volume 1, No.1, Page 3
top four inches of the milled surface, and constructing
four inches of new bituminous pavement on the
surface. Utility work along Valley Drive will include
thereplacement of the existing ravine culvert that
passes under Valley Drive just west of Elm Lane.
There will also be new catch basins installed in
conjunction with the new culvert. Because the
excavations for this work will be more extensive,
access along Valley Drive near the Elm Lane
intersection will be restricted while these utility
improvements are being made.
ELM LANE AND ELM CIRCLE
Work along Elm Lane and Elm Circle is expected to
begin in July. This work will include milling the
existing bituminous pavement section in place,
grading off the top four inches of the milled surface,
and constructing four inches of new bituminous
pavement on the surface. While there is no major
utility work planned for this area, there will be minor
improvements made to the storm sewer at the Oak
Avenue intersection.
OAK AVENUE
Work along Oak Avenue is expected to begin in July.
This work will include milling the existing
bituminous pavement section in place, grading off the
top four inches of the milled surface, and constructing
four inches of new bituminous pavement on the
surface. In addition to the storm sewer work at the
Edgewood Drive intersection (see Edgewood Drive
description above), utility work along Oak Avenue
will include the replacement of the existing ravine
culvert that passes under Oak Avenue just west of
Elm Lane. There will also be new catch basins
, installed in conjunction with the new culvert and
some sanitary sewer improvements made in this area.
Because the excavations for this work will be more
extensive, access along Oak A venue near the Elm
Lane intersection will be restricted while these utility
improvements are being made.
June, 2004
EDGEWOOD POND
To address flooding problems associated with
Edgewood Pond, the pond will have improvements
made to its outlet, and sediment which has
accumulated at the west end of the pond will be
dredged out. The existing metal outlet structure at the
southeast end of the pond will replaced with a more
efficient concrete structure, and a new swale will be
constructed near the outlet to allow the overflow of
water into the downstream ravine during heavy
rainstorm events. These improvements will reduce
the high-water elevation of the pond during
rainstorms.
POPLAR LANE AND IRIS LANE
Work along Poplar Lane and Iris Lane is expected to
being in July. To address flooding problems at the
intersection of Walnut A venue and Poplar Lane, a
new storm sewer system will be installed, extending
north from Walnut Avenue along Poplar Lane to
Willow Drive. The new storm sewer will continue
from Willow Drive along Iris Lane to the City's lot
located on the north side of Iris lane. Here, the storm
sewer will cross the City's lot and drain into the ditch
north of Iris Lane. To accommodate this storm sewer
work, the existing watermain in some locations will
need to be relocated. In the event that work along the
area watermains requires any disruption of water
service, affected residents will be notified in
advanced. The storm sewer work will traverse both
boulevard areas and street areas. Upon its
completion, the boulevards will be reestablished with
new sod and the disturbed street areas will be
repaved.
PRIVATE UTILITY WORK
There will be minor private
jrt" "': rrr" / . utility work within the
project areas in conjunction
with the City's street and
utility improvements.
CenterPoint Energy Minnegasco will be constructing
a new gas line along Edgewood Drive and will be
replacing a couple private service lines along Ridge
Drive. Additionally, other telephone, electricity, or
Volume 1, No.1, Page 4
cable television utilities may need to modifiy their
facilities to accommodate the City's improvements.
Any required notification to residents regarding
private utility service disruptions will be made
directly by the private utility companies.
GARBAGE AND MAIL SERVICE
It is the responsibility of the contractor to maintain
garbage service to all residents. Whether the
contractor allows access to garbage haulers or carries
individual garbage cans to nearby garbage trucks, no
special procedures will be required of the residents.
Because daily construction work may impede mail
delivery to residents within the project areas, it may
be necessary for the contractor to maintain temporary
groupings of mailboxes in various areas for the
residents' use. The contractor will notify individual
residents of any temporary mailboxes that need to be
utilized.
PARKING, ACCESS & WORKING HOURS
No parking will be allowed within the project areas
during the duration of the construction, however
access to private driveways will be required to be
maintained.
As the new street surfaces are constructed, some
driveway entrances within the street right-of-way will
be subject to partial removal and replacement. There
may be temporary access restrictions during the
construction as the project proceeds with open
trenches past driveways and intersections. When
concrete is poured for curbing and driveway
openings, access will be restricted until the concrete
has cured. Except for these temporary restrictions,
access to all adjacent properties will be maintained
throughout the construction period. Your patience is
appreciated.
Working hours for the project will be from 7:00 a.m.
to 7:00 p.m., Monday through Friday, and 8:00 a.m.
to 6:00 p.m. on Saturdays if necessary.
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SAFETY ISSUES
The safety of St. Michael residents will be
the highest priority of everyone involved
in this project this summer. While we will
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June, 2004
do our best to provide warnings, signs, barricades,
and observation within the project areas, we do ask
that you remind children to stay clear of the
construction sites and equipment. Trench excavations
can be unstable at times. Materials such as newly
placed, hot asphalt pavements can cause severe bums
if they come into contact with skin. Therefore, please
keep children away from the construction areas.
PRIVATE SPRINKLER SYSTEMS
It is our understanding that there may be residents
within the project areas who have their own private
sprinkler systems or invisible fencing
for their pets. If you own any ofthese,
or similar systems, please contact Kent
Louwagie (listed below) and make him
aware of the location.
CONTACT PERSONS
Kent Louwagie, of Bolton & Menk, Inc., will be the
resident engineer on the project site, providing
construction observation and coordination. You may
approach him on site with any questions or comments
you may have, or call him anytime at (612) 801-1510.
Marcus Thomas, of Bolton & Menk, Inc., will be the
City's Project Manager this summer. He can be
contacted at (952) 890-0509 or marcusth~bolton-
menk.com
Steve Bot is the City Engineer for the City of St.
Michael. He can be contacted at (763) 497-2041 ext.
122 or sbot~ci.st-michael.mn.us
FUTURE INFORMATION
As this project progresses through the summer, future
Construction Newsletters will be mailed to those
residents affected by the construction.
We thank you for your cooperation and understanding
throughout the construction process.