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Home My WebLink AboutLegal Documents _~5/05/20Q5 09:43 FAX 15078354567 MEDIACOM raJ001 O! - ~ , Mediaoom) 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 add!eSsed 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 tile employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this infonnation 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 re~_or~i~g~flfo'!!2EJ!ion) -". City Project No.: #05-01 Parcelld No.: 252320020 GRANT OF PERMANENT EASEMENT THIS AGREEMENT, made this t'~ay of ~ . 200,~, by and between Medlacom U 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 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. (J~ JczN/- (THIS IS A CORPORA TE NOTARY, IF GRANTORS ARE INDIVIDUALS, SHOULD BE MODIFIED] STATE OF IfVhVH\P~+a. ) ) ss. COUNTY OF Le ~l.\~.uL. ) The foregoing instrument was acknowledged before me this "5'+~ day of VV\o.'1 ,200S 1 by Bill Jensen, the Regional Vice President, of Mediacom Minnesota, a LLC, Grantor and Fee Owner, on its behalf, C~~ Notary Public This Agreement Drafted By: City of Prior Lake 16200 Eagle Creek Ave. SE Prior Lake, MN 55372 Admin: kgm e GNDCII. ICO'IT tDI'Mr"-..cMNEIOrA .,......... tIIWOII I 05/05/2005 09:44 FAX 15078354567 MEDIACOM 1aI004 City Project No.:#05-01 Parcelld No.: 252320020 EXHIBIT ilA" (Legal Descriptions of Permanent Drainage, Utility and Access Easements) Permanent drainage, utility and access easements over, under and across that part of the following describeclland in Scott County, Minnesota: ~005 MEDIACOM 05/05/2005 09:44 FAX 15078354567 EXHIBIT A I 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, a distance of 155.38 feet west of said northeast corner and there terminating. EXISTING 10 FOOT DRAINAGE AND UTILITY -" EASEMENT PER PLAT \ \ .,- 155.38 \ ... NE COR. _,/ LOT 2 -, I EXCEPT that port within the north T 0.00 feet and east 10.00 feet of said Lot 2. N I- ~ 0 U) ..J ci ~ U) 0 ('II LaJ Z :::i . . , - \...... I , , " \ I " \ - . , ' - , ' ( '. - \ , C '.. . ' I " .. 1,- I LOT 2 ~ 0:: W I- ~ I r .' I 40.00 ,'" I hereby certify that this survey was prepared by me or under my direct supervision and that I om a duly licensed land surveyor under the lows ~~O::G~ ~Chord J. Willi~ Jr. Dote '-I - 1- 0.5 Ucense No. 19840 , ,. . , '. . - . , c ( . , \ Y" ... ( " . , ., , E ci. en ('II N It) o o N I , ( . ., , , " - \ C .... ,,' . Y J " .. - t" I I '.' ~ o I ..,. o CJ ~ q x W l'l ..,. It) ~ ('II ~ u ~ ..,. It) ..... ('II U) 8- ~ l'l ,." ~ ('II I ..,. o o ('II ~ BLOCK 1 o TOO ~ ; SCALE IN F'EET EASEMENT EXHIBIT PRIOR LAKE. MINNESOTA LOT 2, BLOCK 1, CABLE FIRST ADDITION PID NO. 252320020 fA 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: 116.21543 F'OR: CITY OF' PRIOR LAKE PROJECT NO. 05-01 FJELD BOOK: DRAWN BY: SR8 05/05/2005 09:44 FAX 15078354567 MEDIACOM ~006 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 ,Property Address: L2,B1, CABLE 1ST ADD'N t'IU: ~~~J~UU;lU Proiect 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 c"f1'Yl day of ~ ~ ' 2005. PROPERTY OWNERS: rdi2 ~;r' )~/ VI MEDIA~I~NESOTA LLC a G:\PROJECTS\2005\OO 1 candy&centennial~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 OUANTITIES 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 LF TON TON SY LF SY LF 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 ~o~ PRI~,\ ;~ ."f .('\ If-, 7\ '.... ~, \ U: t'f1) \ J \~~NES:;; 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 ($108.530.0mTotal Bid. If you have any questions please call me at (952) 447-9832. Sincerely, a:::- Assistant City Engineer CITY OF PRIOR LAKE ---- Cc: Steve Albrecht, City Engineer Enclosures G :\PROJ I;CTS\2005ill.L.c.aQ..c;lvA.r.Arlli;lnni:;!I\r.Qrr~sp~~~tMB.frjegr6~~W~~ B&M dQr. Phone 952.447.4230 / Fax 952.447.4245 "'- 41 STANDARD AGREEMENT FOR PROFESSIONAL SERVICES THIS AGREEMENT is made on the 16th dav 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 Hiahwav 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 Gandv Cove Trail. Centennial Street and Miscellaneous Sanitarv 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. 1 G:\PROJECTS\2005\01_candy&centenniaIlCorrespondence\ST ANDARDAGREEMENTPROFSERVBMI.DOC Created on 11/12/2004 12:47 PM 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 Reoresentative. 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. Proaress Pavment. 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 Susoended 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. Pavments 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. Reaistered Professional Enaineer 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. 2 G:IPROJECTS\2005101_candy&centenniaIICorrespondenceIST ANDARDAGREEMENTPROFSERVBMI.DOC Created on 11/12/2004 12:47 PM 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 Seotember 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 3 G:IPROJECTS\2005101_candy&centenniaIlCorrespondenceIST ANDARDAGREEMENTPROFSERVBMI.DOC Created on 11/12/2004 12:47 PM 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 Liabilitv. 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 4 G:IPROJECTS\2005101_candy&centenniaIlCorrespondenceIST ANDARDAGREEMENTPROFSERVBMI.DOC Created on 11/12/2004 12:47 PM insurance coverage must be provided to the City before work under this Agreement is begun. B. Worker's Comoensation. 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 Liabilitv 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 /fj-jytl City Engineer FIRM BaL.-TaM (; MaJ(Gi l't-lG. By: '-f.1~~ A 7f~ Its: MAfU..US A -n-f.c~S L _ r. E, ASsoCAAT"E. ~6(~~ 5 G:IPROJECTSI200510 1_candy&centenniaIICorrespondenceIST ANDARDAGREEMENTPROFSERVBMI.DOC Created on 11/12/2004 12:47 PM 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 ~\ I I' '01 I 0f'..J &. ~ t- f'..J I<.. , Consulting Engineers & Surveyors 1515 East Highway 13 · Burnsville, MN 55337-2917 Phone (952) 890-0509. FAX (952) 890-8065 I f'..JC. 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 a1-'1-'~vach 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. t4- (Ic~ ~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 Proposal for Professional Engineering Services Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects City of Prior Lake. Minnesota Table of Contents Submitted by: Bolton & Menk, Inc. 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 Stree( 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 Sanitarv 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 Proposal for Professional Engineering Services Candy Cove Trail. Centennial Streel and Miscellaneous Sanitary & Storm Sewer Projects City of Prior Lake. Minnesota Section 1-2 Submitted by: Bolton & Menk, Inc. 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 stonn 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 fonnat 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 fonns for all required project permits. Any required pennit 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 stonn 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. tl. ~~~,., .-^C' '.. ~:""'J:',,'+>i""/"" /" ~~10;~;;h:~r:',;~'t:J; 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. CLIENT: PROJECT: Task No. 1.0 1.1 1.2 1.3 1.4 1.5 2.0 3.0 3.1 3.2 3.3 3.4 4.0 DETAILED WORK PLAN ESTIMATED PERSON-HOURS CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND STORM SEWER PROJECTS CITY OF PRIOR LAKE, MINNESOTA 11/4/2004 '" II --'_ J'!I,u.___I!.__._.__'_~,','__~_~___._._.___ -~q~-,- - " - -"';.,'",~~~'.'" ':;....::. ~ ,.::.,,)0''''',' -c"\. '" "5 CITY OF PRIOR LAKE, MINNESOTA CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND Engineering STORM SEWER PROJECTS Proj~ct ~anager/ Design Engineer Survey Manager Survey Crew Clerical Totals ngmeer Technician Work Task Description DATA COLLECTION Set Horizontal and Vertical Control 12 4 24 40 Candy Cove Trail and Centennial Street 1 4 40 45 Franklin Trail Sanitary Sewer 1 4 16 21 Duluth A venue Sanitary Sewer 1 4 24 29 Pleasant Street Storm Sewer 1 1 4 6 SUBTOTAL HOURS: TASK 1 0 0 16 17 108 0 141 BASE MAPPING 40 4 44 SUBTOTAL HOURS: TASK 2 0 0 40 4 0 0 44 PLAN DESIGN Candy Cove Trail and Centennial Street 12 I 70 I 40 122 Franklin Trail Sanitary Sewer 12 I 30 I 20 62 Duluth A venue Sanitary Sewer 12 I 40 I 30 82 Pleasant Street Storm Sewer 4 I 4 I 4 12 SUBTOTAL HOURS: TASK 3 40 I 144 I 94 0 0 0 278 - EASEMENTS 2 16 8 26 SUBTOTAL HOURS: TASK 4 0 2 16 8 0 0 26 Proposal for Professional Engineering Services Candy Cove Tr., Centennial Sf. Miscellaneous Sanitary Storm Sewer Projects City of Prior Lake, MN Section 2 Submitted by: Bolton Menk, Inc. DETAILED WORK PLAN ESTIMATED PERSON-HOURS CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND STORM SEWER PROJECTS CITY OF PRIOR LAKE, MINNESOTA 11/4/2004 1""- ~~'&- VClOl.'M!5'\Pil rf;r l!I,4ilf_1r ., ..- _......_ u CLIENT: CITY OF PRIOR LAKE, MINNESOTA PROJECT: CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND Engineering STORM SEWER PROJECTS Proj~ct ~anager/ Design Engineer Survey Manager Survey Crew Clerical Totals . ngmeer Technician Task No. I Work Task Description 5.0 CONSTRUCTION SPECIFICATIONS 10 30 10 50 SUBTOTAL HOURS: TASK 5 10 30 0 0 0 10 50 6.0 PERMITTING 4 16 2 22 SUBTOTAL HOURS: TASK 6 4 16 I 0 0 0 2 22 7.0 PROJECT MEETINGS (Estimate includes eight meetings.) 24 24 48 SUBTOTAL HOURS: TASK 7 24 24 0 0 0 0 48 8.0 PUBLIC MEETINGS (Estimate includes three meetings.) 12 12 24 SUBTOTAL HOURS: TASK 8 12 12 0 0 0 0 24 9.0 CONSTRUCTION OBSERVATION (Estimate based on 45hrs/week for 12 weeks.) 540 540 SUBTOT AL HOURS: TASK 9 0 540 0 0 0 0 540 Proposal for Professional Engineering Services Candy Cove Tr., Centennial St. Miscellaneous Sanitary Storm Sewer Projects City of Prior Lake, MN Section 2 Submitted by: Bolton Menk, Inc. DETAILED WORK PLAN ESTIMATED PERSON-HOURS CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND STORM SEWER PROJECTS CITY OF PRIOR LAKE, MINNESOTA CLIENT: CITY OF PRIOR LAKE, MINNESOTA PROJECT: CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND STORM SEWER PROJECTS proj~ct ~anager/ Design Engineer Engineering Survey Manager Survey Crew Clerical Totals ngmeer Technician Task No. I Work Task Description 10.0 PROJECT CONSTRUCTION STAKING 10.1 Candy Cove Trail and Centennial Street 4 2 20 26 10.2 Franklin Trail Sanitary Sewer 4 1 12 17 10.3 Duluth A venue Sanitary Sewer 4 1 16 21 lOA Pleasant Street Storm Sewer 2 1 4 7 SUBTOTAL HOURS: TASK 10 0 0 14 5 52 0 71 11.0 PROJECT CONSTRUCTION ADMINISTRATION (Estimate based on 8hrs/week for 12 weeks.) 96 96 SUBTOTAL HOURS: TASK 11 96 0 0 0 0 0 96 12.0 AS-BUILT DOCUMENTATION 2 20 10 32 SUBTOTAL HOURS: TASK 12 2 20 10 0 0 0 32 TOTAL HOURS 188 788 190 34 160 12 1372 Proposal for Professional Engineering Services Candy Cove Tr., Centennial St. Miscellaneous Sanitary Storm Sewer Projects City of Prior Lake, MN Section 2 Submitted by: Bolton Menk, Inc. CLIENT: PROJECT: TASK 1.0 1.1 1.2 1.3 1.4 1.5 PROJECT FEES CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND STORM SEWER PROJECTS CITY OF PRIOR LAKE, MINNESOTA CITY OF PRIOR LAKE, MINNESOTA CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND STORM SEWER PROJECTS AVERAGERATE: DATA COLLECTION Set Horizontal and Vertical Control Candy Cove Trail and Centennial Street Franklin Trail Sanitary Sewer Duluth A venue Sanitary Sewer Pleasant Street Storm Sewer SUBTOTAL FEES: TASK 1 2.0 BASE MAPPING SUBTOTAL FEES: TASK 2 3.0 PLAN DESIGN 3.1 Candy Cove Trail and Centennial Street 3.2 Franklin Trail Sanitary Sewer 3.3 Duluth A venue Sanitary Sewer 3.4 Pleasant Street Storm Sewer SUBTOT AL FEES: TASK 3 4.0 EASEMENTS SUBTOTAL FEES: TASK 4 5.0 CONSTRUCTION SPECIFICATIONS SUBTOTAL FEES: TASK 5 6.0 PERMITTING SUBTOTAL FEES: TASK 6 Proposal for Professional Engineering Services Candy Cove Tr., Centennial St. Miscellaneous Sanitary Storm Sewer Projects City of Prior Lake, MN 11/4/2004 Project Design Engineering Survey Manager/ Engineer Technician Manager Survey Crew Clerical Totals Engineer $95.00 $70.00 $63.00 $110.00 $120.00 $50.00 $0.00 $0.00 $756.00 $440.00 $2,880.00 $0.00 $4,076.00 $0.00 $0.00 $63.00 $440.00 $4,800.00 $0.00 $5,303.00 $0.00 $0.00 $63.00 $440.00 $1,920.00 $0.00 $2,423.00 $0.00 $0.00 $63.00 $440.00 $2,880.00 $0.00 $3,383.00 $0.00 $0.00 $63.00 $110.00 $480.00 $0.00 $653.00 $0.00 $0.00 $1,008.00 $1,870.00 $12,960.00 $0.00 $15,838.00 $0.00 $0.00 $2,520.00 $440.00 $0.00 $0.00 $2,960.00 $0.00 $0.00 $2,520.00 $440.00 $0.00 $0.00 $2,960.00 $1,140.00 $4,900.00 $2,520.00 $0.00 $0.00 $0.00 $8,560.00 $1,140.00 $2,100.00 $1,260.00 $0.00 $0.00 $0.00 $4,500.00 $1,140.00 $2,800.00 $1,890.00 $0.00 $0.00 $0.00 $5,830.00 $380.00 $280.00 $252.00 $0.00 $0.00 $0.00 $912.00 $3,800.00 $10,080.00 $5,922.00 $0.00 $0.00 $0.00 $19,802.00 $0.00 $140.00 $1,008.00 $880.00 $0.00 $0.00 $2,028.0~ $0.00 $140.00 $1,008.00 $880.00 $0.00 $0.00 $2,028.00 $950.00 $2,100.00 $0.00 $0.00 $0.00 $500.00 $3,550.0~ $950.00 $2,100.00 $0.00 $0.00 $0.00 $500.00 $3,550.0~ . $380.00 $1,120.00 $0.00 $0.00 $0.00 $100.00 $1,600.0~ $380.00 $1,120.00 $0.00 $0.00 $0.00 $100.00 $1,600.00 Section 2 Submitted by: Bolton Menk, Inc. PROJECT FEES CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND STORM SEWER PROJECTS CITY OF PRIOR LAKE, MINNESOTA -. CLIENT: PROJECT: CITY OF PRIOR LAKE, MINNESOTA CANDY COVE TRAIL, CENTENNIAL STREET AND MISCELLANEOUS SANITARY AND STORM SEWER PROJECTS .- TASK AVERAGERATE: 7.0 PROJECT MEETINGS SUBTOTAL FEES: TASK 7 8.0 PUBLIC MEETINGS SUBTOTAL FEES: TASK 8 9.0 CONSTRUCTION OBSERVATION SUBTOTAL FEES: TASK 9 10.0 PROJECT CONSTRUCTION STAKING 10.1 Candy Cove Trail and Centennial Street 10.2 Franklin Trail Sanitary Sewer 10.3 Duluth Avenue Sanitary Sewer 10.4 Pleasant Street Storm Sewer SUBTOTAL FEES: TASK 10 11.0 PROJECT CONSTRUCTION ADMINISTRATION SUBTOTAL FEES: TASK 11 12.0 AS-BUILT DOCUMENTATION SUBTOTAL FEES: TASK 12 TOTAL FEES . Proposal for Professional Engineering Services Candy Cove Tr., Centennial St. Miscellaneous Sanitary Storm Sewer Projects CftyofPriorLake,MN 11/4/2004 :::'~:: i.' ,C' c, ,:'t':.<i:~\P;R<U.ECI,FEES Project Design Engineering Survey Manager/ Engineer Technician Manager Survey Crew Clerical Totals Engineer $95.00 $70.00 $63.00 $110.00 $120.00 $50.00 $2,280.00 $1,680.00 $0.00 $0.00 $0.00 $0.00 $3,960.00 $2,280.00 $1,680.00 $0.00 $0.00 $0.00 $0.00 $3,960.00 $1,140.00 $840.00 $0.00 $0.00 $0.00 $0.00 SI,980.00 ~ $1,140.00 $840.00 $0.00 $0.00 $0.00 $0.00 Ii $1,980.00 c r l "1 :>' $0.00 $37,800.00 $0.00 $0.00 $0.00 $0.00 $37,800.00 $0.00 $37,800.00 $0.00 $0.00 $0.00 $0.00 $37,800.00 $0.00 $0.00 $252.00 $220.00 $2,400.00 $0.00 $2,872.00 $0.00 $0.00 $252.00 $110.00 $1,440.00 $0.00 $1,802.00 $0.00 $0.00 $252.00 $110.00 $1,920.00 $0.00 $2,282.00 $0.00 $0.00 $126.00 $110.00 $480.00 $0.00 $716.00 $0.00 $0.00 $882.00 $550.00 $6,240.00 $0.00 $7,672.00 $9,120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $9,120.00 $9,120.00 $0.00 $0.00 $0.00 $0.00 $0.00 $9,120.00 $190.00 $1,400.00 $630.00 $0.00 $0.00 $0.00 $2,220.00 $190.00 $1,400.00 $630.00 $0.00 $0.00 $0.00 $2,220.00 $17,860.001 $55,160.001 $11,970.001 $3,740.001 $19,200.001 $600.00 I $108,530.00 Section 2 Submitted by: Bolton Menk, Inc. 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. PROJECT SCHEDULE CANDY COVE TRAIL, CENTENNIAL STREET AND MISC. SANITARY & STORM SEWER PROJECTS CITY OF PRIOR LAKE, MINNESOTA 1 2 3 4 5 6 7 8 9 10 11 12 Data Collection Base Mapping Plan Design(l) Easements Construction Specifications(21 Permitting Project Meetings Public Meetings Construction Observation Project Construction Staking Project Construction Administration As-Built Documentation (I) Preliminary design will be completed by February 1",2005. (2) April 2005 work includes bidding assistance as described in the proposal. x X X ~ X X X X X Proposalfor Professional Engineering Services Candy Cove Trail, Centennial Street and Miscellaneous Sanitary & Storm Sewer Projects City of Prior Lake, Minnesota ~ X Xl I I I I I I I I I I I Section 3-2 Submitted by: Bolton & Menk, Inc. 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. Dcsign Tcam Kent Louwagie, E.I.T. Design Engineer Lee Stallings Engineering Technician City of Prior Lake Larry Poppler, P .E., Assistant City Engineer Jon A. Rippke, P.E. Principal-in-Charge Survcy 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. Marcus Thomas, P.E. Project Manager/Engineer Construction Kent Louwagie, E.I.T. Construction Observer Ric Williams, L.S. Surveying Manager ;1";"';"" " 1=, ~: :;~ ~':.(;;r'.~;,~ 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. 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. Project Experience 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',',' ....: ~ Design Team Kent Louwagie, E.I. T. Design Engineer Lee Stallings Engineering Technician City of Prior Lake Larry Poppler, P.E., Assistant City Engineer Jon A. Rippke, P,E. Principal-in-Charge Survey 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, Marcus Thomas, P.E. Project Manager/Engineer Construction Kent Louwagie, E.I.T. Construction Observer Ric Williams, L.S. Surveying Manager 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. 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. Project Experience 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-....! .'~ Y'. "~""" 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 EDUCATION B.S. Degree Civil-Engineering University of Minnesota REGISTRA TION Registered Professional Engineer - Minnesota ORGANIZA TIONS City Engineers Association of Minnesota Minnesota Public Works Association American Society of Civil Engineers American Public Works Association Marcus A. Thomas, P.E. Project Manager/Engineer SUMMARY 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 all 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. EXPERIENCE 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 roIl 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 I 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 .~,~~ Jfif-i,:'I:;~::J::tf'~1', 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 ~\ 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 , Z...,' $6L ~lichael .:~ , .::::--- 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 ",-,,,,-- -- --- ------- n 1 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 I 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 ~ 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. Iln 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 r- -~~ ~I- / - 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. ,~ 1). SAFETY ISSUES The safety of St. Michael residents will be the highest priority of everyone involved in this project this summer. While we will JJ.'.' "" ~ ~ a 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 marcusthla2bolton- 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 sbotla2ci.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.