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43 - PC 17-06 8400 Bass Lake Road stormwater filtration basin, golf course pond maint agrmt No delinquent taxes Transfer Entered Jul 17, 2017 9:57 AM Doc No 105458428 Certified, filed and/or recorded on Hennepin County, Minnesota Jul 17, 2017 9:57 AM Mark Chapin County Auditor and Treasurer Office of the Registrar of Titles Hennepin County, Minnesota Martin McCormick, Registrar of Titles Mark Chapin, County Auditor and Treasurer Deputy 117 Pkg ID 1572000D Document Recording Fee $46.00 Document Total $46.00 PID(s) 06-118-21-42-0008, 06-118-21-42-0009, 06-118-21-42-0010, 06-118-21-42-0011, 06-118-21-42-0012 Existing Certs 1413529 New Certs 1447372 This cover sheet is now a permanent part of the recorded document. EASEMENT AGREEMENT REGARDING STORMWATER IMPROVEMENTS THIS EASEMENT AGREEMENT REGARDING STORMWATER IMPROVEMENTS ("Agreement") is made and entered into as of the 1 lth day of July, 2017, by and between Alatus New Hope I LLC, a Minnesota limited liability company("Developer"), and the City of New Hope, a Minnesota municipal corporation("City"). WITNESSETH: WHEREAS,Developer is the fee owner of the real property located in the City of New Hope, County of Hennepin, State of Minnesota, 8400 Bass Lake Road,which is Torrens property legally described as: Lot 1, Block 1,Hemken Addition,Hennepin County,Minnesota; ("Development Property"). WHEREAS,the City is the fee owner of the real property located in the City of New Hope, County of Hennepin, State of Minnesota, 8130 Bass Lake Road,known as the New Hope Village Golf Course,which is Torrens property legally described on the attached Exhibit A and is adjacent to the easterly boundary of the Development Property("City Property"). The Development Property and the City Property may be referred to collectively herein as the "Properties"; WHEREAS, Shingle Creek Watershed Management Commission has reviewed and approved Developer's permanent plans for the operation and maintenance of stormwater runoff facilities on the Development Property, as required, and such provisions are set forth in this Agreement; V' EREAS,the parties intend for the Development Property to have access to and use of certain stormwater drainage and treatment facilities located on the City Property,in the form of a stormwater treatment and retention pond(the"Pond"),the Filter Strip Improvements(hereinafter defined),draintile storm outlets, and storm sewer lines connecting the Development Property to the City Property(the "City Stormwater Facilities"). Further,Developer is constructing certain stormwater drainage and treatment facilities located on the Development Property, including,but 1 i '11 L.. Si not limited to an underground stormwater filtration tank, stormwater drain inlets and pipes, sump catch basins and manholes, and storm sewer control structures (the"Developer Stormwater Facilities," and collectively with the City Stormwater Facilities,the"Stormwater Facilities"). The Stormwater Facilities are graphically depicted on Exhibit B and graphically depicted and described on Exhibit C; WHEREAS, the City Stormwater Facilities shall be constructed by Developer in and around the Pond on the City Property, including the installation of an iron-enhanced sand filter strip along the Western edge of the Pond, and all riprap, and draintile storm outlets around the entire Pond as graphically depicted and described on the attached Exhibits B and C(collectively referred to as the"Filter Strip Improvements"); WHEREAS,pursuant to the terms contained herein,Developer has agreed to construct all of the Stormwater Facilities,and to maintain all of the Developer Stormwater Facilities,the Filter Strip Improvements and the grass turf adjacent thereto; and the City has agreed tomaintain the Pond as described herein and the surface riprap area around the Pond's Eastern and Northern edges of the Pond but not the riprap along the Western edge of the Pond, the Filter Strip Improvements or grass turf adjacent thereto; and WHEREAS,the parties desire to enter into this Agreement for the purposes of,among other things, (i) setting forth Developer's initial construction obligations regarding the Stormwater Facilities; (ii) setting forth the ongoing maintenance obligations for the Stormwater Facilities; (iii) creating non-exclusive, appurtenant easements in favor of Developer,its successors and assigns,to construct and maintain the applicable Stormwater Facilities and to discharge stormwater into the City Stormwater Facilities located on the City Property; (iv)Developer's grant of an easement to the City to enable access to the Developer Stormwater Facilities in the event Developer fails to perform its maintenance obligations with regard to the Developer Stormwater Facilities as set forth herein; and(v)recognizing the City's right to perform maintenance of the City Stormwater Facilities in the event Developer fails to perform its maintenance obligations with regard to the City Stormwater Facilities. NOW, T HTREFORE, in consideration of mutual covenants of the parties set forth herein and other valuable consideration,the receipt and sufficiency of which are hereby acknowledged,the parties agree as follows: 1. Construction of the Stormwater Facilities Located on City Property. Developer and its successors or assigns as fee owner of the Development Property requiring usage of the City Stormwater Facilities located on the City Property, shall be solely responsible for 100% of the costs (except as otherwise agreed in writing by the City and Developer) and for the actual construction of all portions of the City Stormwater Facilities located on the City Property as graphically depicted on the attached Exhibit B and as graphically depicted and described on the attached Exhibit C, as outlined below. The construction of such City Stormwater Facilities shall be materially consistent with the plans and specifications for the Stormwater Facilities dated May 1, 2017, and approved by the City on June 26, 2017, attached hereto as Exhibit C(the"Stormwater Facilities Plans"). 2 2. Maintenance of the Stormwater Facilities and Pond Located on City Property. Developer and its successors or assigns as fee owner of the Development Property requiring usage of the City Stormwater Facilities,shall be responsible for performing the actual maintenance of and shall be solely responsible for 100%of the costs associated with the maintenance of the City Stormwater Facilities, including the "City Stormwater Facilities Maintenance" as defined below, as well as the actual maintenance and cost of maintaining the grass turf located on the City Property to the west of the Pond. Developer and its successors or assigns shall be responsible for 11%of the costs associated with"Major Pond Maintenance" as defined below. The City shall be responsible for performing the actual Major Pond Maintenance and shall be responsible for the remaining 89% of the costs of Major Pond Maintenance. The City shall be responsible for performing the actual Minor Pond Maintenance and for 100%of the costs of"Minor Pond Maintenance" as defined below. Notwithstanding the other terms contained herein and for the purposes of avoiding confusion,Developer and its successors or assigns shall be responsible for 100%of all construction and maintenance costs associated with the City Stormwater Facilities, including the costs of City Stormwater Facilities Maintenance,together with maintenance of the adjacent grass turf and the Developer's share of Major Pond Maintenance costs set forth above. The City shall perform Minor Pond Maintenance at least twice per year. The City shall be responsible for the maintenance, as and when the City deems appropriate in its sole discretion, of any stormwater facilities on the City Property not constructed by Developer in accordance with this Agreement. a. Major Pond Maintenance shall include the following: Dredging of the Pond as necessary and replacement of any structures associated with the Pond as necessary, other than Filter Strip Improvements. b. Minor Pond Maintenance shall include the following: i. Remove litter, debris, and accumulated sediment from the Pond. ii. Maintain the integrity and viability of the Pond including all native perennial vegetation, in a way which does not compromise the effectiveness of the Stormwater Facilities' design. iii. Control weeds and noxious species in and around the Pond. This can be done with spot spraying,weeding, or selective cutting. iv. Maintain tie integrity of r prap around-the Pond,, otherthan that-which is adjacent to Filter Strip Improvements on the Western edge of the Pond. v. Notwithstanding the foregoing,Minor Pond Maintenance shall not include maintenance of the Filter Strip Improvements. c. City Stormwater Facilities Maintenance shall include the following: i. Remove litter, debris, and accumulated sediment from the City Stormwater Facilities, including inlet, outlet, and/or pretreatment structures. ii. Maintain the integrity and viability of the City Stormwater Facilities, including all native perennial vegetation, in a way which does not compromise the effectiveness of the Stormwater Facilities' design. 3 iii. Control weeds and noxious species located in and around the City Stormwater Facilities. This can be done with spot spraying,weeding, or selective cutting. iv. Maintain the integrity of Pond bank riprap adjacent to Filter Strip Improvements. d. Developer's Maintenance Rights. The City acknowledges and agrees that Developer may perform Major Pond Maintenance and Minor Pond Maintenance, , as provided in this paragraph, if the Developer reasonably believes that the City or its successors or assigns have failed to maintain the Pond in accordance with this Agreement and such failure is reasonably expected to effect the Stormwater Facilities and such failure shall continue for thirty(30) days after Developer shall give the City written notice of such failure.Developer's notice shall specifically state which maintenance tasks are to be performed. If the City shall not complete the maintenance tasks within thirty(30) days after such notice is given by Developer,Developer shall have the right to enter upon the City Property to perform such maintenance tasks; provided,however,that if such tasks cannot be completed, despite reasonable diligence, in such thirty(30) days, and if the City is reasonable and diligent in commencing and pursuing completion of such tasks,the City shall be allowed such additional time as may be reasonably necessary to complete such tasks before Developer performs such tasks in its stead. Additionally,Developer shall give the City at least seventy (72)hours' written notice before exercising its right under this Section to enter upon the City Property and perform any maintenance tasks. In such case, Developer shall send an invoice of its reasonable maintenance or removal costs to City or its successors or assigns, who shall pay said costs within thirty(30) days of receipt of said invoice. Notwithstanding the foregoing, in the event of an emergency, as determined by Developer in its reasonable discretion,the thirty(30) day notice requirement to the City for failure to perform maintenance tasks shall be and hereby is waived in its entirety by the City, and the City shall reimburse Developer for any expense so incurred by Developer in the same manner as if written notice as described above had been given. Periodic Developer inspections may be conducted by a Developer representative at no cost to the City. e. City's Maintenance Rights. Developer acknowledges and agrees the City may maintain the City Stormwater Facilities, as provided in this paragraph, if the City reasonably believes that Developer or its successors or assigns have failed to maintain the City Stormwater Facilities in accordance with this Agreement or applicable Drainage Laws and/or BMPs, and such failure shall continue for thirty(30) days after the City shall give Developer written notice of such failure. The City's notice shall specifically state which maintenance tasks are to be performed. If Developer shall not complete the maintenance tasks within thirty(30) days after such notice is given by the City,the City shall have the right to perform such maintenance tasks;provided,however, that if such tasks cannot be completed, despite reasonable diligence, in such 4 thirty(30) days, and if Developer is reasonable and diligent in commencing and pursuing completion of such tasks,Developer shall be allowed such additional time as may be reasonably necessary to complete such tasks before the City performs such tasks in its stead. Additionally,the City shall give Developer at least seventy(72)hours written notice before exercising its right under this Section to perform any maintenance tasks. In such case,the City shall send an invoice of its reasonable maintenance or removal costs to Developer or its successors or assigns,who shall pay said costs within thirty (30) days of receipt of said invoice.Notwithstanding the foregoing, in the event of an emergency, as determined by the City Engineer,the thirty(30) day notice requirement to Developer for failure to perform maintenance tasks shall be and hereby is waived in its entirety by Developer, and Developer shall reimburse the City for any expense so incurred by the City in the same manner as if written notice as described above had been given. Periodic City inspections may be conducted by a City representative at no cost to Developer. Developer agrees the City may levy and collect its maintenance costs as a special assessment against the Development Property's real estate taxes in the event the City fails to receive payment of the maintenance costs in accordance with this paragraph. 3. Construction and Maintenance of the Stormwater Facilities Located on the Development Property.Developer and its successors or assigns as fee owner of the Development Property shall be responsible for constructing, maintaining, operating, and repairing all portions of the Developer Stormwater Facilities.The construction of such Developer Stormwater Facilities shall be consistent with the Stormwater Facilities Plans attached hereto as Exhibit C in all material respects. a. Schedule of Maintenance: Developer, at Developer's sole cost and expense, shall inspect and maintain the Developer Stormwater Facilities, including all inlet, outlet, and/or control structures,twice a year. Inspections and maintenance shall be completed in the spring and fall. Developer's representative shall make all such scheduled inspections, keep record of all inspections and maintenance activities, and submit such records to the City within two (2)weeks of each such inspection. The cost of all inspections and maintenance shall-be the obrg—ta.ion of Developer and-its successors or assigns as the fee owner of the Development Property. b. City's Maintenance Rights. Developer acknowledges and agrees the City may maintain the Developer Stormwater Facilities, as provided in this paragraph, if the City reasonably believes that Developer or its successors or assigns have failed to maintain the Developer Stormwater Facilities in accordance with this Agreement or applicable Drainage Laws and/or BMPs, and such failure shall continue for thirty(30) days after the City shall give Developer written notice of such failure. The City's notice shall specifically state which maintenance tasks are to be performed. If Developer shall not complete the maintenance tasks within thirty(30) days after such notice is 5 given by the City,the City shall have the right to enter upon the Development Property to perform such maintenance tasks;provided,however,that if such tasks cannot be completed, despite reasonable diligence, in such thirty(30) days, and if Developer is reasonable and diligent in commencing and pursuing completion of such tasks, Developer shall be allowed such additional time as may be reasonably necessary to complete such tasks before the City performs such tasks in its stead. Additionally,the City shall give Developer at least seventy(72)hours written notice before exercising its right under this Section to enter upon the Development Property and perform any maintenance tasks. In such case,the City shall send an invoice of its reasonable maintenance or removal costs to Developer or its successors or assigns, who shall pay said costs within thirty(30) days of receipt of said invoice. Notwithstanding the foregoing, in the event of an emergency,as determined by the City Engineer,the thirty(30) day notice requirement to Developer for failure to perform maintenance tasks shall be and hereby is waived in its entirety by Developer, and Developer shall reimburse the City for any expense so incurred by the City in the same manner as if written notice as described above had been given.Periodic City inspections may be conducted by a City representative at no cost to Developer. Developer agrees the City may levy and collect its maintenance costs as a special assessment against the Development Property's real estate taxes in the event the City fails to receive payment of the maintenance costs in accordance with this paragraph. Developer further agrees the maintenance costs incurred by the City per this paragraph result from the City's elimination of a public health or safety hazard from private property per Minn. Stat. §429.101. 4. Compliance with Maintenance Standards. Developer and the City,their successors or assigns, shall be responsible for observing all relevant laws governing the operation and maintenance of Stormwater Facilities ("Drainage Laws") in the performance of their respective maintenance obligations hereunder. Developer shall, with regard to the Developer Stormwater Facilities and Filter Strip Improvements, make all such scheduled inspections, keep records of all inspections and maintenance activities, and submit such records annually to the City. The cost of all inspections and maintenance of all Developer Stormwater Facilities and Filter Strip Improvements shall`6e tthe obligation of-Developer and its successors or assigns. Further,Developer and/or its successors or assigns, shall meet all of the requirements of the City's MS4 permit(Part 3.D.5.a.(5).(a)-(c))relating to the Developer Stormwater Facilities and Filter Strip Improvements and comply with all BMPs, and observe all applicable Drainage Laws,provided, however,that notwithstanding the terms contained herein,this Agreement shall not be deemed to require Developer to construct additional storm basins or to renovate or remodel the Stormwater Facilities to change the capacity or other specifications approved by the City in issuing the MS4 _permit other than the work depicted on Exhibits B and C attached hereto and described in the Stormwater Facilities Plans. The City shall,with regard to the City Stormwater Facilities other than the Filter Strip Improvements, make all such scheduled inspections,keep records of all inspections and maintenance activities, and 6 submit such records annually to Developer. The cost of all inspections and maintenance of all City Stormwater Facilities other than Filter Strip Improvements shall be the obligation of the City and its successors or assigns. Further,the City and/or its successors or assigns shall meet all of the requirements of the City's MS4 permit(Part 3.D.5.a.(5).(a)-(c))relating to the City Stormwater Facilities other than the Filter Strip Improvements and comply with all BMPs, and observe all applicable Drainage Laws,provided, however,that notwithstanding the terms contained herein, this Agreement shall not be deemed to require the City to construct additional storm basins or to renovate or remodel the Stormwater Facilities to change the capacity or other specifications approved by the City in issuing the MS4 permit. Stormwater Facilities shall not be used to stockpile snow, or for snow catchment areas from parking lots because of sediment accumulation. 5. Certificate of Completion. Promptly after completion of construction of the Stormwater Facilities in accordance with the Stormwater Facilities Plans, and upon request by the Developer, the City will furnish the Developer with a Certificate of Completion for the Stormwater Facilities in a form acceptable for recording in the County Recorder's Office and the Office of the Registrar of Titles. The Certificate of Completion shall be substantially in the form attached hereto as Exhibit D and shall be furnished to the Developer within ten (10)business day after request by the Developer, and shall conclusively satisfy and terminate the agreements and covenants in this Agreement of the Developer, and its successors and assigns,to construct the Stormwater Facilities. The remaining provisions of this Agreement shall remain in full force and effect. If the City shall refuse or fail to provide a Certificate of Completion in accordance with the provisions of this Section,the City shall,within ten(10)business day after written request by the Developer for the Certificate of Completion,provide the Developer with a written statement, indicating in adequate detail in what respects the Developer has failed to complete construction of the Stormwater Facilities in accordance with the provisions of this Agreement and what measures or acts will be necessary, in the opinion of the City, for the Developer to take or perform in order to obtain the Certificate of Completion. 6. Grant of Easement to City. Developer does hereby grant,bargain and convey unto the City, its successors and assigns, forever, a permanent easement including full and —- — -- - free-right-and-authority-to-enter-upon-the Development-Proper y sub j ea-to-the- requirements el-to-the requirements and limitations set forth in Section 3(b),to reasonably access the DeveloperStormwater Facilities to maintain the Developer Stormwater Facilities constructed thereon, in the event Developer fails to do so ("City Easement") solely upon portions of the Development Property reasonably necessary to access the Developer Stormwater Facilities depicted on Exhibit C hereto (the"City Easement Area"),provided that the City shall use its commercially reasonable efforts to prevent interference with the use and enjoyment by the Developer, its tenants, employees, agents, successors and assigns, of the Developer Property and damage to any improvements thereon. The City Easement shall continue forever as a permanent Easement over,under and across the City Easement Area and the City shall have the right to make such use as is reasonably necessary and advisable in the maintenance of the Developer Stormwater Facilities. 7 7. Grant of Temporary Construction Easement to Developer Over City Property. City does hereby grant,bargain and convey unto the Developer, its successors and assigns, a temporary construction easement over the City Property appurtenant to the Development Property as reasonably necessary to construct the Stormwater Facilities, including the Filter Strip Improvements as described herein; such easement terminating upon the later of February 28, 2019 or the filing of record of a Certificate of Completion in accordance with Section 5. 8. Grant of Easement to Developer Regarding Construction and Maintenance and to Allow Stormwater Flow from Development Property to Enter City Property. The City hereby grants and conveys to Developer, its successors and assigns, a perpetual,non-exclusive easement appurtenant to the Development Property(the "Developer Easement"),to (i) construct,maintain,manage,repair, and replace the Stormwater Facilities as and when required or permitted by this Agreement, and (ii) allow discharge of stormwater runoff from the Development Property into the City Stormwater Facilities (the"Developer Easement Area"). The easement granted hereby shall include the rights of ingress and egress for the Developer, its contractors, officers, employees, agents, successors and assigns, over,upon and across the City Property to the extent necessary to allow the Developer to exercise its rights and perform its obligations pursuant to this Agreement. The City Easement and Developer Easement may be referred to collectively herein as the"Easements". The City Easement Area and Developer Easement Area may be referred to collectively herein as the"Easement Areas". 9. Obstructions. Except as expressly provided in this Agreement,neither the City nor the Developer,nor anyone acting on either party's behalf, shall construct, install, or place any barrier,curbing, fence or obstruction, including landscaping, on any portion of the Easement Areas so as to obstruct the use and enjoyment of the Easements as contemplated by this Agreement,provided, however, (i) structures may be set up from time to time as may be reasonably necessary to protect the public safety,to perform necessary maintenance and repairs, and/or to prevent the accrual of prescriptive rights, and (ii) improvements necessary for the transmission of utility services may be placed inside the Easement Areas to the extent such improvements ---------------- ----------- are necessary to provide utility services to the Development Property, and-GE) Developer may pave portions of the surface of the City Easement Area,provided that such pavement does not interfere with the installation of Stormwater Facilities and reasonable access thereto. After the completion of any access, inspection, reconstruction, maintenance, or repair conducted in an Easement Area,the party conducting such activity shall restore such Easement Area to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of brush,undergrowth and other obstructions. 10. Estoppel Certificates.Developer and the City shall, from time to time,within ten (10) days after written request from the other party, execute, acknowledge and deliver to the other, a certificate stating: (i)that the terms and provisions of this Agreement 8 are unmodified and are in full force and effect or, if modified, identifying the modification agreements; (ii)whether there is known to be any existing default hereunder by the other party to this Agreement and, if so, specifying the nature and extent thereof; (iii)whether the party executing such certificate is performing work for which that party expects reimbursement under the provisions hereof; (iv)the nature and extent of any setoffs, claims or defenses then being asserted or otherwise known by such party related to the obligations under the Agreement; (v)the nature and extent of any notice given or demand which has not been satisfied; and(vi) such other matters as may be reasonably requested. Each party shall deliver a written request for such estoppel certificate to the other party at least ten(10) days prior to the closing of any sale or refinancing of the Property. 11. Hold Harmless. Developer agrees to indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorney's fees) arising out of or resulting from Developer's or Developer's agents or employee's negligent or intentionally wrongful acts, or any violation of any safety law, regulation or code in the performance of this Agreement,without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions. In the event the City,upon the failure of Developer to comply with any conditions of this Agreement,performs said conditions pursuant to its authority in this Agreement,Developer shall indemnify and hold harmless the City, its agents, employees and representatives for Developer's own negligent acts in the performance of the Developer's required work under this Agreement. City agrees to indemnify and hold harmless the Developer and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorney's fees) arising out of or resulting from City's or City's agents or employee's negligent or intentionally wrongful acts, or any violation of any safety law, regulation or code in the performance of this Agreement. In the event the Developer, upon the failure of City to comply with any conditions of this Agreement,performs said conditions pursuant to its authority in this Agreement, City shall indemnify and hold harmless the Developer, its agents, employees and representatives for City's own negligent acts in the performance of the City's required work under this Agreement. 12. Costs of Enforcement. Developer agrees to reimburse the City for all costsincurre_ - by the City in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attorneys' fees. City agrees to reimburse the Developer for all costs incurred by the Developer in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attorneys' fees. 13. Notice.Any notice required or permitted hereunder shall be given by personal delivery upon an authorized representative of a party hereto; or if mailed in a sealed wrapper by United States registered or certified mail, return receipt requested, postage prepaid; or if transmitted by email copy followed by mailed notice; or if deposited cost paid with a nationally recognized,reputable overnight courier, properly addressed as follows: 9 To Developer: Chris Osmundson,Director of Development Alatus New Hope I LLC 800 Nicollet Mall#2850 Minneapolis, MN 55402 cbosmundson@alatusllc.com To City: Kirk McDonald, City Manager City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 kmcdonald@ci.new-hope.mn.us Notices shall be deemed effective on the earlier of the date of receipt or the date of deposit,as aforesaid;provided, however,that if notice is given by deposit,the time for response to any notice by the other party shall commence to run one business day after any such deposit. Any party may change its address for the service of notice by giving notice of such change ten(10) days prior to the effective date of such change. 14. No Waiver of Governmental Immunity.Nothing contained herein shall be deemed a waiver by the City of any governmental immunity defenses, statutory or otherwise. Further, any and all claims brought by Developer, its successors or assigns, shall be subject to any governmental immunity defenses of the City and the maximum liability limits provided in Minnesota Statutes Chapter 466. 15. No Right in General Public. Nothing herein contained in this Agreement shall be deemed to be a gift or dedication of any portion of either the Development Property, the City Property or the Easement Areas to the general public, it being the intention of the City and Developer that this Agreement shall be strictly limited to and for the purposes herein expressed. 16. Covenants to Run with Land. The City and Developer hereby agree that the easements, restrictions and reservations set forth herein shall run with the property burdened and shall be binding on all parties having any right, title or interest in the same,their heirs, successors and assigns. 17. Waiver. Any waiver by any party of any default of the other party hereunder shall not affect or impair any right arising from any subsequent default. 18. Severability. If any clause, provision or portion of this Agreement is deemed to be illegal, invalid, or unenforceable under present or future laws, then the remainder of the Agreement shall remain unaffected but the illegal, invalid or unenforceable provision shall be modified in such a way that effectuates the intention of this Agreement but complies with all applicable laws. 10 19. Captions. The caption of each paragraph of this Agreement is for convenience only and shall not be considered in the interpretation or construction of any provision of this Agreement. 20. Amendment or Modification. This Agreement and any of the rights, licenses and easements created hereby may not be modified or terminated accept by a written instrument executed by the parties, their successors or assigns. 21. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 22. Successors. All duties and obligations of Developer under this Agreement shall also be duties and obligations of Developer's successors and assigns. 23.Effective Date. This Agreement shall be binding and effective as of the date hereof. 24. Recording of this Agreement. Once this Agreement has been fully executed, it shall be delivered to Commercial Partners Title,LLC for recording with the Office of the Registrar of Titles in and for Hennepin County. 25. Counterparts. This Agreement may be executed in one or more counterparts,each of which shall be deemed an original,but all of which together shall constitute one and the same instrument. [Signature Pages Follow] 11 IN WITNESS WHEREOF,we have hereunto set our hands and seals. Developer Alatus New Hope I LLC, a Minnesota limited 'ability company By: Robert C. Lux Its: President STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this Z---.1 day of • 1 , 2017, by Robert C. Lux, the President of Alatus New Hope I LLC, a Minnesota limi ed liability company, on behalf of said limited.*lbility company. Notary Public N R 4.?' ,1/4- _1 ...2,--NOTARY PUBLIC-MINNESOTA A't7 ,%1ChNlt MC , ' t F rms vd ,„Amoy, y Npmn iss on Npi \\'-tIN.,:tiN°: Jarman/31,2013 w m City of New Hope, a Minnesota municipal corporation B 4P/I'l , Kathi - en Its: Mayor By: Kirk McDonald Its: City Manager STATE OF WINNESOTA ) )ss. COUNTY OF HENNEPIN ) .1.he foregoing instrument was acknowledged before me .27'this /4‘ . day of -314ht , 2017, by Kathi Heiken and Kirk McDonald, the Mayor and City Manager of the City of New Hope, a Minnesota municipal corporation,respectively, on behalf of said muri;,,-,ipai corporation. sTACYA WOODS Notary Public Minnesota .,/ if t A-..4, "".. /J- / Notary Publi, ;; Ai yi' t iv lwy Commission Expires Jan 31,2020 Drafted by: Jensen Sondrall Persellin & Woods, PA. 8525 Edinbrook Crossing, Suite 201 Brooklyn Park, MN 55443 (763) 424-8811 EXHIBIT A LEGAL DESCRIPTION OF CITY PROPERTY The following real property located in Hennepin County, Minnesota: Par 1: The Southeast Quarter of the Southeast Quarter of the Northeast Quarter except the East 165 feet of the North 165 feet of the South 265 feet thereof and except that part of the East 171.61 feet thereof lying North of said South 265 feet and except the East 186.14 feet of the South 100 feet thereof in Section 6, Township 118, Range 21 West of the Fifth Principal Meridian. Par 2: The Southwest Quarter of the Southeast Quarter of the Northeast Quarter of Section 6, Township 118, Range 21. Par 3: All that portion of the West Half of Northeast Quarter of the Southeast Quarter, Section 6, Township 118, Range 21 lying North of the center line of County Road Number 10 except that part of the East Half of the West Half of Northeast Quarter of the Southeast Quarter lying South of the North 460 feet thereof and North of the center,line of County Road Number 10. Par 4: That part of the North 173.75 feet of the East Half of the Northeast Quarter of the Southeast Quarter lying East of the West 247 feet thereof and West of Registered Land Survey No. 1137, Section 6, Township 118, Range 21 West of the Fifth Principal Meridian. EXHIBIT B GRAPHIC DEPICTION OF CITY STORMWATER FACILITIES AND CITY EASEMENT AREA See attached. \- - • -,,,. ng I •\ \,,,,,,,,....„...„, \ - , ,,,,, ii '41'5 ' ' s-, \c5'A''i.• \ \ Z E9. - \ • \ ,11,1 , BUSTING DEW \•111411/4:. EASEMENT \ „......„...........--” EXISTING ULU • is- 6. L_____: ,,,, • • , ' '\ ' • ' ,--,''''• s•-... , 4 .....„,,,,-----EASEMENT ' 7Z•-• ir /. -.,...,,--... _ •_'', ;'1.':•:'',' ,''. , 0 ... -,.. •.... .„ XYLON AVE N :77.--::-.- 77 -..-:::.-..277 ....:.,.. ..--.. -5. .,..- ,....,..-•. ,•- PERTY UNE / i ,, PROPERTY UNE ,'-•..,...r--,..... —-- '''', -,'',...-.... ',..;e:',.'.'.:'' :•.'.'-,----- ---...._ --————__ •I, /- §/ PRCPOSED IRON ENHANCED ----..._ PROP..ALATUS '''..,4%;•.•.' -•..:• i PROPOSED FENCE • \,,.., 9A'IN ,\,,,, SAND FILTER:TRENCH ..1.-GARDEN '- \-PROPOSED ALATUS __..... STORM ouri..Er --_______PROPOSED DRAINTLE(ALATUS) • '',, -----......__ — —.—____. • -- , EXISTINGPOND i ";.-,.. .... NEW HOPE .,,, VILLAGE GOLF ........--.--- COURSE ././.. ,.,..7 ,./---- ---------,--,,L-______ LEGEND i§ I VIA / RIP RAP(ALATUS) \ '..t // I r, !•-•' • . I IRON-ENHANCED SAND FILTER(ALATUS) ,\,,, ,v , , 4 j---- , i _>>_ DRAIN:TILE tALATUS) )r—i --,--4 STORM SEWER OUTLET(ALATUS) , 1 -->›— STORM SEWER OUTLET(CITY) • 1...-.-.1.TURF MAINTENANCE AREA(ALATUS) STORMSEWER MAINTENANCE AGREEMENT EXHIBIT AAA74-Ife...,=C=,—.. .1,__7:-:,-,,17- -VL;=-r,-,':'I-Tri,::-r':=- CITY OF NEW HOPE EXHIBIT B LIFT STATION#2 IMPROVEMENTS.WITH ALATUS DEVELOPMENT0 30 60 CV Stantec fi3,5zrix DATE 5/19/17 PROJ.NO.: P3803378 E�BIT C STORMWATER FACILITIES PLANS AND SPECIFICATIONS See attached. i I - J-'-11,:::: 1-� a,•4� V ._, t 1T /':fN++rla svMswm'• t... i i.' ::::- i _ .,�'1 +ownK,� -i-z.-4---- �a _ 1 `% i!x -_ sc�uc M'nca)-� Ya�a..„.-;;*"..,-.4*,,,,,, a,'1.. r- ; r F+. .-rr.♦ Jcs.v a, >.r +w lr•.. .....r ,-.-,-;'-''.'---.:::-.--.7-14'4'.., ,�.•\',P`r y:. *".. ,141V1* , C i! : '5'7 Jc>< -�- v,J�. B':7�1.P f2.3. orio.�.x ':..;:i-i---:'''.— ,--.-'-'.*:,-:::;::-:!-,,.-,,--__-----,„; 1. r. 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Nt �.<1 J :=7<'O'MEK!fY.Ef61 .af. • ©.� ,....,,,,,,,..,...:.,;:".,,;17:.2'~ 7 .J•,.y..T <b•-• '^. 7"--=••.:.nus. reser • 7.R - — .r ... aj --I.n• =wa1 , I • '7�• NMPN. Pvw •t++.t;-, - =;e:` wT t F.,,,,._,,,"::.,,,,—,— r,..wv 'Item IIM v,,. ,,`_♦ Irw 3�"`10 "I'l �,;.t • ��-�—ia �D�1�24fI i� .:42 "- Nor_ . • •.•_.... ..as.."i"' „...4,,,7..-7 �. _;� w:`,+.r,;o...c<. ,..4,r•... '',; =a. T.NI.DETALS „■ ; h ._<-,,T-4]4...4:1- r....r...✓_,.r ,y i t •'INf•� lY�{,,LweL¢O J.JMIM r ,7=1,-.;.--,,,,,,,, 7 �� ! vn�t=�f �� K.••.wu� I.-� rsr.[aiRry .-..r 3 �� s v. f2ar.tsc '.1,-.=_:::-..= �-,, SLNII![+I V�S YII.0 J S IR.R�G ' swcawc.rsi•rl`•ae� • C400 .131L I IL1 it + + -- + -,.. 4. + -4, 4- + + -,- + + + 4- 1 12' 1' J. ++++++'+++'+" *+'+++.*+4+*++ a A 1, *÷+i-g+4+'(14 +*+++4+4+44E:11- GRANULAR BORROW 44 MNDOT SPEC. ,li ll + 4- 4- -+ '1 i ., + 4 +4-4 + 44+ + A -11-.1TithillilThi''' DIA'DENOTES OUTSIDE -. ...- DIAMETER OF PIPE DIA+12"MIN. PIPE FOUNDATION&BEDDING GOOD SOILS - •IMPROVED PIPE FOUNDATION MATERIAL(3149.211 MOD.) \ CONSIDERED INCIDENTALTO THE SPECIFIED GRANULAR BORROW MATERIAL(31492154)IN THIS AREA Ii BACKFILL \ t ...4-+++4-+4,.\+4-++++++ 4-4--1-4.4-4.÷+÷..,%4-4.4-_,+ . +++++1+-1-+++++4-_,... 1+++++++++++,+/142- + + + + ry _ k + + + + + ir COARSE FILTER .. IMPROVED PIPE —I- 4- + + +----,'+ + + + +.., AGGR.MNDOT SPEC. FOUNDATION r + + + +4 3149.211 MOD. ).++++4 '+++++ + + +1111 PAY DEPTH -- - + ?,,t I + + + 4 + + • INCREMENTS TYP. -d .''''.4-. i Ik..-+ + + + + 4...41r .or f + + + 4-A 411, L ._ "DIA"DENOTES OUTSIDE DIA+12."MIN. DIAMETER OF PIPE IMPROVE!)PIPE FOUNDATION MATERIAL POOR SOILS \.. r --, : LAST REVISION: PIPE FOUNDATION&BEDDING . , ail Stantec METHODS FOR.PVC :. March 2002 PLATE NO, CITY OF NEW HOPE MN I BED-1 10 PIPE BEDDING PVC 40. NOT TO SCALE 2 . fr- �y i �. _.._ --- 24"x36"slab opening for-Neenah f 329OVt3 or ee sl. 1 1 / Install Neenah 290-V on slopes greater than 1%and J .,�it - E 329 for driveways and valley gutters,(Vane grate ._,.:.,.1-_-_-:_-_-_—__-:---,,_:;,_. shown) ' f I . 7 fi:/' t LI I - - Dimension from back of curb I i , j to center of pipe. II 4'Di �9" � a.MN in from Back of Curb ' , �, {: i ` '' 5'Dia.MN-3"in from Back of Curb • , _ 'Dia.MN 3"behind Back of Cur- 7'Dia.MN-9"behind Back of Curb t k' -_:. f' / E`Dia,MH-15"behind Back of Curb - -- .._....,l- New HDPE rings (max.12") PLAN No shims allowed. Wrap woven filter fabric around rings, , '` .ice,; �� __T_ .."-- I_ `precast reinforced concrete slab. _-._ - For 5 dia.manhole,an 8"precast to , . a I A r ;r slab YJ slab is required, • Varies r - Top Of Carrel section under top slab ' 12"-16„ :_._� to have flat top edge sealed with ,=.�, 2 beads of Ra innek or equal. ---- All joints in manhole to have Varies • *t0"ring rubber gaskets, • 4'-0 Typ. --__. Precast concrete section • - Doghouses shall be grouted on both . .E I ._ .� ,. -. — 5 the outside and ode, — -- Manhole steps shall be placed 50 I ' that offset vertical portion of cone is li __, facing downstream for all lines up to r. 3611e•and Over. . ^c. F;t=-.r: -: ,r , hand side when facing down stream . 1 i for all lines _^ :,, , mob"_ �,Q u :, .:�=jf y w - ............. Minimum slab thickness,V for 14` - ' ` depth. Increase thickness 1"for each 4'of depth greater than 14', .,,. and reinforce with 65t61'10110 mesh, . SECTION Grout balm LAST ReWSION: TYPE II CATCH BASIN MANHOLE Dec.2015 1 (:)(3Stantec , -,, • JNATE No. ,,__ ^ CITY OF NEW HOPE MN Srm-s 7 TYPE II CATCH BASIN MANHOLE 40* -....NOT TO'SCALE 3 • I ) . „..-- ,, 1, —r------ ----s.1 : 2-, ' :17,1 :;:,:it / ' ,•-•„.1 —. ,* .',i V ---:'7-:—- --- - - Y-----1- . . 1 1 :1 • ,, • „. ,. 'I, A.1-) , I -._........_: ..11 b.... 1,''.,”-• -.----, /- 1 cr..* T \ f', I ..... , A--_, :__,__ —---, •,-,i z.1 • _ TAiss.:D z, ..)L• if::1,,, • , .....,i ,s4. , - ,• ...•-•-•e . •..tv-'.-. . .' 7', T.,,—;. ,.-;--1.—\i r',I,' • 4, • d .. ,.. .•••••••.-•,..... ....:..•,-...a........... .T -.....1 -..--...- b..--i NOTE: . ,-, 7,:::-c,•–•.., 7'I r'-1:-C-1, ::I:, ,..0-{,,,v.,'"1, ..,‘,,,:, i','' .' ."..! f',,,, .,-..(I.1'-,,,,,,,ci ..i::7,,,, .,''T.''`,,T•h t:-:-•:.- d',,'.',.,- .1 .1/;,.:1- ,:-,,i ::::',.,t7:,,-, ' s\, r -)f : 1 LAST REVI:SJON (1)0 CURB AND GUTTER i Dec.2015 Stantec I PLATE NO, E cr-N OF NEW HOPEr MN 1 STR-1 '.- ,,,,,.. .,d,.. _ 4 CURB AND GUTTER 40. NOT TO SCALE 4 .,, • .......- (--p r-50 ,, ''''.‹,'-:•'-'5',-;;2,:::5(--,11c;c:2-.,(1-5/c,---L,CN. -NN-, -,,:t'Ai ROCK-6"MINIMUM DEPTH WOODCHIPS-18"MINIMUM 's‹..-Q1/4---),43'-------P0--PC--),--c--)C..-- -, DEPTH ' -1/4.7;:,-1--,,,---,_;,,,CZ--):41:;;(--'1--c --)-,p;?--,,V,.;•-1. . -,„,,, '>--- ---,, OR WOODCHIPS PER ' f,,,, ‘5V0.1\1 SPECIFICATIONS tiae 0 15"MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE NOTES: I. FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK,FILTER FABRIC IS NOT REQUIRED UNDER WOODCHIPS, 2. BO%OF WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE BETWEEN 2 INCHES AND 5 INCHES.NO CHIPPED-UP-MANUFACTURED WOOD AND/OR CHEMICALLY TREATED WOOD IS ALLOWED, 3. ENTRANCE MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS.FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. LAST REVISION: ROCK CONSTRUL 1 ION ENTRANCE Ian 2015 4 Stant-cc , KATE NO, *) : • CITY OF NEW HOPE, MN ERO-7 I ROCK CONSTRUCTION ENTRANCE 40. NOT ID SCALE . , . . . 5 • FLUSH WITH FINISH GRADE. 30" ACCESS RISER REFER TO PLANS CONCRETE FOR LOCATIONS \ . COLLAR--, --whipz 4111•1111111116. .111111111111111. ,,,,,,- - EXIST I NG GROUND #._ .if (ELEVATION VARIES N_ . . . ,4 ivi i Ni. A . ... 0 P3 I, , .............. .. .... IiiiiC i ,i,. f; ,At li SET PIPE ON iii,. ........ 23' 4IIIIIVm. ..4e - 7 i LINE AND LEVEL\ 7" . • f T 't,_ . . .....—........ 1 411111111.011111111MNIMMINF k _ r'Aihi".4-44';‘,,iti F., 6.4..s. ....-acN)c.i",:li,:iii.it,:it, i.iiikja,Vt' •WI a ni4ii fliai e,:6...:1*s c.21:`,i,,n0,47iilia:iia..1-a,,,t.4 :_- ..,,,,,:: ,,,,,..... 1,. i 1.. luCt rs . . , .. ,o 0 -.9 o .4 •n . VP -,.?!.. 9.4 il $,V. iii..):". 1 - 3,-,49 ..1.-.-•:-.1 WIDTH 3 44," - 2" CLEAN . . 2 ',dr.• ' '...V.. -V ' *.°1394°tr.:...... I CRUSHED MN/X1T 3137.2.B '-- •1-...,I. !.'. :. %4-6-i -69 CLASS A ACCREGATE , %.•-,-'a 1;"?. r,• ..' '.• 1 ,'•- ...„sac.....,...,..•.,: .,Z_ .q40,'. '....,..;; ---. —M / CT 3733 CEOTEXTILE it.;1,40, ' ••'fr. SEPARA7 ION FABRIC • '36" ..,,,,----"--irffl..7* ilk 411 't:'4.4:0 '• [ I 0 q ,_.•• I;R;,---0 RAT E D mr.,;),.. _.,.. -: '•"_ •._, :?.`4,.. - • _4 . if-,-, ,:..i 4; -- . --. , . PIPF, Atilik 13-141, 111iiti- itartilli%4ai:114., ,&•-i.'N'41111'w, -.211._...gialg . ,.Matr:..# .- . ,. .,..- ..-v. - . . , .•,... . . ..- .,.,.. ....,.. ., ..• . . . ROCK I WEPT 893.50 . A. . , . . . . . .. , ... . •.. . OUTLET INVERT 893,50 1. liTI LIZ: CARE WHEN LOWERING UNIT KID THE ROW LENGTH: 320 FEET TRENCH. HANDLE USI NG NYLON SLINGS AND TWO NLNIBER OF ROWS: 2 . . . PICK POINTS. . NUMBER OF HEADERS: . 2. PLACE BACK FILL AROUND THE UNIT IN UM FORM TOTAL STC RACE VOWME: 8,184 CUBIC TETT 8 -12" LIFTS, COMPACTED TO 95% SPD. 3. WHEN THE UNIT CONSISTS CF: 2 SECTIONS, PLACE THE DOWNSTREAM SECTION FIRST. CONNECT AND . HOME THE REMAI MN G SECTiONS_ 4- ALL CO NNECT,,ON poINTs ARE TO BE SOIL PROOF_ 5. ACCESS RISERS AND CONCRETE COLLARS SHALL BE DESIGNED TO WITHSTAND HS25 LOADING. • , • • - . . 11 RATE CONTROL TANK SYSTEM 400 • ,=____ 6 . • If it . it ,. Variable(sem plan) 1 3'-0" 1 Perforated pipe drain CAP flRA �E 1 io ` 1 _ H 1 I, 1 '1, 0 I Faceof Curb — !1 1 !i iVi JTeCEtn EEIQUf� 1 i NOTE: -_[ -- • -- Vane Grate Shown 1 f I {f PLAN '' li Catchbasin casting Neenah R3290-VB or equal --, [ at sump locations or slopes less than 1%and • R3290-1(on slopes greaterthan1.%,Install `, ;4 X290-A casting in driveways and valley gutters 'i: , ,, Grate to bey�2 below gutter.geade. 10 transition each side of catch ,,, i. ? 11 +I ; !1 • New HDPE rings,(max.i2) .- ; No shims allowed. ' t Top of Curb 1 1 l 1 � fabric woven filteraeric around rings. ______ ; •S 24"x36" l• 1 1 i 11 1 I. 6 1/2 f j Precast ,, , • 4 3"Grout °1 ,! Doghouses shall be grouted --- -t-_ +11 ..�1 i f on both the ode and – —='-�__El 1__ 1.. i1 1 i1 11 SECTION ; •i, J1 (' `i� / )i 1LAST REPT OI4: ;1 2')(3'CATCH BASIN Dec20it, ' (10 Stantec 1 P .f r - _ , PLATE CITY OF NEW HOPE, MN - a 1 .1 8 2X3' CATCH BASIN 40 II r1`10 SCALE 7 Ct P1 VARIABLE • VARIABLE / SE-RVICE R.SER I PER DETAIL SER-2 (ir > J RCD) 1 — CONNECT TO EX_ ----PVC WYE, SDR SEWER SERVICE • 26 HWS W/APPROVD TRANSITION -SEWER COUPLING • MAIN NOTES: 1. SEWER SERVICE PIPE SHALL MA1O-1 EXISTING SERVICESIZE. 2. PIPE SHALL BE SCHEDULE 40 WC 1 SLOPE-1/4"PER FOOT MINIMUM.MATO-I SLOPE OF EXISTING SERVICE WHERE POSSIBLE. 4. ALL PIPE SHALL BE BEDDED IN GRANULAR BORROW 3149.2131. S. NO SERVICE RISERS LESS THAN 3 FEET SHALL BE PERMITTED_ 1AST REVisioN: SEWER SERVICE CONNECTION [ JAN 2013 Stantec = KATE NO, CITY OF NEW HOPE, MN SAN-8 • SEWER SERVICE CONNECTION 4O NOT TO SCALE • KEY NOTES ED 1. 1-post length,Sft.min.at 6t max.spacing. 2. Geotextile shall meet MnDOT Spec,3886, 3. 5"x6 fabric anchorage trench and backfill with tamped natural soil. 4 Plastic zip ties(3 minimum w/5131b tensile)located on top 81'. 5. Machine slice 8842"depth(plus 6"flap). 6. Silt fence to wraparound post at least 1800. 141 2 DPRECTI N OF D IRECTI 0 N OF RUNOFF FLOW (,./), RUNOFF FLOW 1142 //A\ g 1111 LU LU W 0 < c4 0 a_ POST JOINING v MANUAL INSTALLATION MACHINE SLICED STANDARD & HIGH—FLOW, STANDARD & HIGH—FLOW ti) El. [SILT FENCE INSTALLATION LASTJart-REV151200°145 Stante C PLATE NO, CITY OF NEW HOPE MN )- ER0-1 2 SILT FENCE INSTALLATION 40,. NOT TO SCALE 9 PLACE STEPS ON RIGHT HAND SIDE WHEN FACING DOWNSTREAM. A 400111.0iNAAillikir ItiAll'' 11111111111=1111 . •LOPE GROUT , SEE UTILITY PLAN FOR NEENAH PLAN CASTING INFORMATION, . MINIMUM OF 2, MAXIMUM OF 4 __, 0...,ON C,RET, F ADJUSTMENT RAGS . „..,- . t, ___....------------- ALLOWED, 1 - j--- - - . ua 1 ..• A -\'' 1.................1 r . .. ,..-. MANHOLE STEPS, NEENAH R1981,1 ----------C: ---.i DR EQUAL, 15" 0.C, ALUMINUM .: t--"—'-------'-'-'----- s ft,PS APPROVED. --. ., f , . - - : VARIES REINFORCED PRECAST CONCRETE ...4..... MANHOLE SECTIONS SHALL —. . . CONFORM TO ASTM C478 STANDARDS_ . ALL JOINTS IN M ANHC,LE TO HAVE "0" RING RUBBER GASKETS 1.-L • ''... . 0 ' . > ....... ,. • • ? 1 . • 's* _,,,,--PIT---E SHALL BE CUT OUT FLUSH - SNOUT, EN VIRGH 00D, - WITH INSIDE FACE OF WALL, 6 \.../ OR E QU I VAL E N I ,.RUCl,UIR._- E 777 g 'I ....t nvo 7..4 _• . , .,, -s .. . , MINIMUM SLAB THICKNESS 6 FOR -14 / 14' DEPTH. INCREASE THICKNESS 1" ..,. -.. FOR EVERY 41 OF DEPTh GREATER -• THAN 14'. P 1 '•- ' .... k_.., .., SECTION , 12 SUMP MANHOLE/CATCH BASIN . . 400 N°T T° SCALE 10 T i -ill- ' - • -.--,:---.. - .. -• . ,. .. .-.,p--F. , ' • -/- -- '• -• . ,Jt - I COMPACTED BACKFILL 7.12. . -,' DIA'...`, y_ • - . .-,..hL i 1,. •-i -+- F ['',"r" *--+- + '- 4-Fri,' i v A_4- + 0,5DIA 4-1.4- -.I---- I\ +.•4- +-—4'1-'4' + + ; COARSE FILTER AGGREGATE DIN4 BUT NOT "7-7" t + /521- 4. i , 4 A A ; MNDOT SPEC.3/49.2H MOD, i ' LESS'THAN 6" •Ti 4 + + + 4 4.. 440f 1 --'11-----&.-4-±11,-1---1:_,-, .. .' ;I: 1•;'=-1:F.,.-1,---,Bil- LOAD FACTOR 1.9 3 , "DIADENOTES ,-....---. DL4+12"MIN. ,-, CtASS B OUTSIDE DIAMETER OF PIPE HAND SHAPED FROM ANGULAR BEDDING MATERIAL , I i 6" :Ji):,,_•• • : •-•- - --- - • •• ---= ,• • „1 I i --• '*7-; --:::-:-. '.*.- •- .. .-.-AiL Ii-,. -• • ,,--' DIA'-'. ' . ' ..---71:11- :COMPACTED BACKFILL Hsl., . - --, ...•.= ' . • .7,71-r 1;.. •=Thr1 llI zLOAD FACTOR IS ----'0j.9-'" --r--- I- "DIA"DENOTES : ...-- -..... DIA CLASS C4 OUTSIDE DIAMETER ,-... i., OF PIPE DIA+I.2"MIN. HAND SHAPED FROM FIRM UNDISTURBED SOIL 1 1 1 . ,. . I " - . • . •"-- .„- - .7-...--"„--..:: .'-''...• ..--..--••-•-..*-'..:41-T1 • --,fil,•-..-- .-- ' . LAA''.. ...•*.'.-•.;... .....a.-_-_11j, :COMPACTED BACKFILL -•=-11 , • ' ---7*---'7,. . . Y ---,' '• - --• • ". ''-' -:, ''-.-- .--,'-,_._....-:4-'1•11. I. COARSE FILTER AGGREGATE _,.. DW4 BUT NOT 1714-7,P,1 4-.,+,+4;,T5--d+,4 4 4111-1 r'' 1.71, ',/_._.4 1. MOOT SPEC.3149.2H MOD, - Tr.. !1-ATL--11=1111'-- LOAD FACTOR LS i ,--, CLASS C-2 ..— "DIX'DENOTES DIA+1.2"MIN. OUTSIDE DIAMETER HAND SHAPED FROM ANGULAR, 1 OF PIPE BEDDING MATERIAL 4 I —-"--' -----,(--- - - ,, LAST REVISION: PIPE FOUDATION&BEDDING March 2002 Stant-cc 1P‘ METHODS FOR RCP OR DIP , PLATE Pg:), CITY OF NEW HOPE, MN , j BED-2 • • 9 PIPE BEDDING RCP OR DIP 40# NOT TO SCALE ' 1 , 11 HYDRANT SHALL BE WATEROUS PACER 1 :-HYDR.ANT RAG WB-67-250 WITH IV TRAFFIC SECTION AND AS SPECIFIED EPDXY COATED BASE.WRAP HYDRANT BARREL 1 , 1 IN PDLYWRAP TO BREAK OFF FLANGE,. , CONNECT TRACER MINNEAPOLIS THREADS ON HOSE CONNECTIONS. i ' WIRE TO SNAKE prr I MAGNETIZED TRACER 5' : I BOX-CONCRETE/ • - -, DRIVEWAY BOX BY .• - STOP NUT COPPERHEAD ! q to kTi.•-••Ir.\ INDUSTRIES .. • ' 1 i , TOP CURB 1 ' -___In---,7---„,7-—-------- ,• _. ._ — 4_,,,,,,-.;?_,,:,-_- 1 •,' i ,• ,_.....,_ _ . .... .•__. - - — — _1_, - . BACKFILL TO , .• • BE TAMPED ,• , STAINLESS STEEL -±-- ,• REQUIRED FOR ALL , ,• BOLTS,TIE RODS, 06 , ,••• ANDRESTRAINT ..• ASSEMBLY. 1 GATE VALVE , ,. 6"LEAD 1 ; • 1 ADAPTER i Li;), I 1 1 tlei....IFJE,titi ,,,,,,....... .aot.limi, :;F4',Wilig-i .,,zi -• r ••--- , -----•-i----,--,---,4•.-7,-.-,z• „ .. 1_-__.-±--,.L.,•_-c' *, ---,-8"CONCRE i E BLOCK , • CONNECT TO • MAIN TRACER '-- 2 CUBIC YARD MIN. WIRE 1-1/2"WASHED ROCK,COVER WITH 2 TIE ALL JOINTS,INCLUDING SLIP LAYERS OF POLYETHYLENE • CONNECTIONS,WITH MEGALUGS MIN. 1ABOVE WEEP • . • ALL HYDRANTS LOCATED A DISTANCE GREATER HOLES. • - . THAN S'BEYOND BACK OF CURB SHALL SE FURNISHED WITH STORTZ NOZ7I E COMPATIBLE • WITH 5"STORZ HOSE COUPLING.STORZ ADAPTERS WILL NOT BE ACCEP I EL). J! I/ ---,[ LAST REVISMN: HYDRANT May 2015 co Stantec ..„; , -, PLATE NO. ; CITY OF NEW HOPE, MN • 1 WAT-Il . • 6 HYDRANT . 40$ NOT TO SCALE • • . . • • . . . . 12 • EXISTING CURB ' . OVERFLOW IS OF _ THE CURB BOX HEIGHT ../ el — - -----2-::---.--:-------,-/_-:--1- ._:71-:• ---------_ _ . --- -- ___ _-__-_-j._7:_t-',27._ii:.___-__...:---i.--„••_,::::.:„,-/1/ . • . , . .....,,, _____•.- . PLAN - - . vamco ROAD DRAIN CG-3067*HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CTrY APPROVED EQUAL OVERFLOW tS%OF THE CURB BOX HEIGHT . _ . , OVERFLOW AT TOP , OF FILTER ASSEMBLY . . i . , • / / ____...._ • : ---__ , - .., ' / \ -.......„,____ ------„,„_,... 2:',,:,',•-:,1 ... ,. -Z....--,-,• .., • t, 7 . . FILTER ASSEMBLY \ I\ 0 . 11 6" — DIAMETER, 6"ON-GRADE 'IDAT LOW POINT NN--- HIGH-FLOW FABRIC ,Y•FOR THE NEW R--329_0-VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG-3290 OR CITY . . APPROVED EQUAL . . . cio Stantec [ INLET PROTECTION IASI'REVISION: CATCI-1 BASIN INSERT .an.2005 AFTER PAVING J. I N RATE ''', CITY OF NEW FlOP , IviNERO-4C ,,. A • 3 . INLET PROTECTION 401 NOT' TO SCALE • • .• .--- ----------- , .........L. ..........., ,...., — ''._''''•::. ..-. . ._,...--- ......[, , , . °,9,FT. ..----- --- -- - -,t,-,-,:;ii-.. .-',i • ',..-.7::.:.,..:,.....,::, :. . _,..... . -,-.,- ......-- . E;----,.: i. v.,-..:r;:,-;.:::, • • ,. -r--,.. - ,—.. - , ) , BICBM z . g rim Ra•th. :1 - -,...._;_-_, .,.[...:".....-.-::::::::. . ......,..., L .7.7.'....,;.•:':.. Fz3-ifil-7:7---:•=- Ie, ...-.1.....77,,,,-z-...i, •-,,,---. 7:,gr,t-s 4 ,..-.,1"__,:_i;.,,,,,..-..-- • L ,,-....-- 7 ::„ 1N't, . ..A. 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M t... u. iiaer o w:;.ar�iaaa tie z�aw'�.",,,,,,;-- s�rrOr/i!V w..". _o `u ./r.Qa--l.-.--...-mr oa - L,9 oa a•r.6 bY..R.CPr.0.-w.aa�ar-ac!n.rn.a•a..a.r.cb V A j.4(-mow. att>•i><m0'f.Oe4,,,,z---f,,,,,,,,- �.r P.raV>.N.a.C.raK.•.rlm'l •�. .-- 1. -.A y WRIIII.�Y.G.e w[i...r.uK fF.rrtlY .ra.rc >. w .r,rra"sm s.r...A an.n ras va �._._.-..�._..W.........__....--_...._...- �_..... -7.a.11Y1lrX.'t�9N�If4'.al'- tar rr.ecY aw W w•�ie.fw.�eW aLLii•'..@wJ.acD!t vo K..r!>N¢M .h?•.S.al irl.a pyyyy.•T Sw mer. �� nut 1S.� 111 z•'...�.'T'`i�5a7 ,177:_t,;-',',--,:;-7.'7 '+'re'."" iT S,f S�:.._ s F c..: .4,4:77:T1 �m'i o.:�rw�l=.."4un.rc 1 xu 21:;. < D02/aN ...lrc i;,',4.1 .u.o a - .a. -t-, %sroamr.aos Wit'...:: 1..� Ui.T`S .1ia M1St rrl>e �1'kT;O:\F�th�ET:4 vt�S tNV�IV?On^1'mit,' c500 EXI- IT D FORM OF CERTIFICATE OFC MPLETION See attached. 13779668v7 ii CERTIFICATE OF COMPLETION 8401,8411, 8421 and 8420 Bass Lake Road,New Hope,Minnesota WHEREAS, the Economic Development Authority in and for the City of New Hope, a public body corporate and politic created pursuant to the laws of the State of Minnesota ("EDA"), by a Quit Claim Deed recorded on , 2017, in the Office of the Registrar of Titles in and for Hennepin County as Document Number conveyed to Alatus New Hope I LLC, a Minnesota limited liability company, ("Developer"),the following described real property: Lot 1,Block 1,Hemken Addition, Hennepin County, Minnesota. ("Developer Property") WHEREAS, the City of New Hope, a Minnesota municipal corporation (City"), entered into an Easement Agreement Regarding Stormwater Improvements dated , 2017 with Developer ("Stormwater Agreement") requiring that Developer construct certain stormwater facilities on the Developer Property and on the real property adjacent to the easterly boundary of the Property which is owned by the City of New Hope and legally described on the attached Exhibit A("City Property") (the stormwater facilities constructed on both the Developer Property and City Property shall be collectively referred to as the "Stormwater Facilities") pursuant to the specific plans and specifications for the stormwater facilities dated , 2017, and approved by the City on , 2017 which are on file with the City ("Stormwater Facilities Plans); and WHEREAS, Developer has satisfactorily constructed said Stormwater Facilities pursuant to the Stormwater Facilities Plans in a manner deemed sufficient by Developer to permit the execution and recording of this Certificate of Completion relating solely to the initial construction of the Stormwater Facilities; and WHEREAS, the remaining obligations set forth in the Stormwater Agreement remain in full force and effect. NOW, THEREFORE, the City certifies that the initial construction of the Stormwater Facilities has been satisfactorily completed by Developer pursuant to the terms of the Stormwater Agreement and the Stormwater Facilities Plans, and the obligations of Developer, its successors and assigns,pursuant to the Stormwater Agreement to construct the Stormwater Facilities are acknowledged to be satisfied and are hereby terminated. All other obligations set forth in the Stormwater Agreement, including, but not limited to, the ongoing maintenance obligations and easements created therein, remain in full force and effect. Dated: City of New Hope By: Kirk McDonald Its City Manager STATE OF MINNESOTA }ss. COUNTY OF HENNEPIN The foregoing instrument was acknowledged before this day of , by Kirk McDonald, the City Manager of City of New Hope, a municipal corporation under the laws of Minnesota, on behalf of said municipal corporation. (Notary Public Seal) Notary Public Drafted By: JENSEN SONDRALL PERSELLIN& WOODS,P.A. 8525 Edinbrook Crossing, Suite 201 Brooklyn Park, MN 55443 (763)424-8811 2 EXHIBIT A LEGAL DESCRIPTION OF CITY PROPERTY The following real property located in Hennepin County, Minnesota: Par 1: The Southeast Quarter of the Southeast Quarter of the Northeast Quarter except the East 165 feet of the North 165 feet of the South 265 feet thereof and except that part of the East 171.61 feet thereof lying North of said South 265 feet and except the East 186.14 feet of the South 100 feet thereof in Section 6, Township 118,Range 21 West of the Fifth Principal Meridian. Par 2: The Southwest Quarter of the Southeast Quarter of the Northeast Quarter of Section 6, Township 118, Range 21. Par 3: All that portion of the West Half of Northeast Quarter of the Southeast Quarter, Section 6, Township 118, Range 21 lying North of the center line of County Road Number 10 except that part of the East Half of the West Half of Northeast Quarter of the Southeast Quarter lying South of the North 460 feet thereof and North of the center line of County Road Number 10. Par 4: That part of the North 173.75 feet of the East Half of the Northeast Quarter of the Southeast Quarter lying East of the West 247 feet thereof and West of Registered Land Survey No. 1137, Section 6, Township 118,Range 21 West of the Fifth Principal Meridian. • P:\Attorney\SAS\1 Client Files\2 City of New Hope\99-21706 Alatus, LLC\Certificate of Completion for Stormwater Improvements.docx • • • 3