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CC Staff Report 12-10-18CITY COUNCIL STAFF REPORT Monday, December 10, 2018 Subject Holasek Business ParkConsider Approval of Rezoning Parcel (Ordinance 635), Preliminary and Final Plat, Development Contract, Wetland Alteration Permit and Site Plan Review Section NEW BUSINESS Item No: G.2. Prepared By Bob Generous, Senior Planner File No: PC 201818 PROPOSED MOTION "Chanhassen City Council approves the ordinance rezoning the property from Agricultural Estate District (A2) to Industrial Office Park (IOP); Preliminary and Final Plat creating three lots and one outlot with access via a private street; Development Contract for Holasek Business Park; Wetland Alteration Permit to fill wetlands on site; and Site Plan approval for three office industrial buildings for a total of 449,350 square feet, plans prepared by Sambatek, dated 11022018, and Edward Farr Architects, dated 10192018, subject to the conditions of approval in the staff report; and adopt the Findings of Fact." Approval requires a Majority Vote of the entire council. SUMMARY The applicant is requesting a rezoning from Agricultural Estate District (A2) to Industrial Office Park (IOP) to permit development of an officewarehouse development.They are requesting subdivision review creating three lots and one outlot with the dedication of rightofway for Lyman Boulevard.Access to the lots will be via a private street south of Lyman Boulevard.In conjunction with the development, a Wetland Alteration Permit is required to fill wetlands on the site.They are also requesting Site Plan Review for a total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B), and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C). BACKGROUND The Planning Commission held a public hearing on November 20, 2018 to review the proposed development. The Planning Commission voted 50 to recommend approval of the project. Planning Commission minutes for November 20, 2018 are included in the consent agenda for the December 10, 2018 City Council packet.There were no concerns or issues with the proposed development. DISCUSSION The developer for this project is Eden Trace Corporation. The property owner will have the legal entity name of S&S Development LLP. CITY COUNCIL STAFF REPORTMonday, December 10, 2018SubjectHolasek Business ParkConsider Approval of Rezoning Parcel (Ordinance 635), Preliminary andFinal Plat, Development Contract, Wetland Alteration Permit and Site Plan ReviewSectionNEW BUSINESS Item No: G.2.Prepared By Bob Generous, Senior Planner File No: PC 201818PROPOSED MOTION"Chanhassen City Council approves the ordinance rezoning the property from Agricultural Estate District (A2) toIndustrial Office Park (IOP); Preliminary and Final Plat creating three lots and one outlot with access via a privatestreet; Development Contract for Holasek Business Park; Wetland Alteration Permit to fill wetlands on site; and SitePlan approval for three office industrial buildings for a total of 449,350 square feet, plans prepared by Sambatek,dated 11022018, and Edward Farr Architects, dated 10192018, subject to the conditions of approval in thestaff report;and adopt the Findings of Fact."Approval requires a Majority Vote of the entire council.SUMMARYThe applicant is requesting a rezoning from Agricultural Estate District (A2) to Industrial Office Park (IOP) to permitdevelopment of an officewarehouse development.They are requesting subdivision review creating three lots and oneoutlot with the dedication of rightofway for Lyman Boulevard.Access to the lots will be via a private street south ofLyman Boulevard.In conjunction with the development, a Wetland Alteration Permit is required to fill wetlands on thesite.They are also requesting Site Plan Review for a total of 449,350 square feet of buildings in three office industrialbuildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet(Building B), and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C).BACKGROUNDThe Planning Commission held a public hearing on November 20, 2018 to review the proposed development. ThePlanning Commission voted 50 to recommend approval of the project. Planning Commission minutes for November 20,2018 are included in the consent agenda for the December 10, 2018 City Council packet.There were no concerns orissues with the proposed development.DISCUSSION The developer for this project is Eden Trace Corporation. The property owner will have the legal entity name of S&S Development LLP. The rezoning only becomes effective with the recording of the subdivision. The developer is requesting both preliminary and final plat approval at this time. There are no public improvements proposed in conjunction with the project, so final construction plans were not required. However, the city is approving a development contract as part of the development to make sure that improvements that go across property lines are completed including the grading for the private street and the storm water ponds and system for the overall development. Several elements of the Wetland Alteration permit have been completed, so the conditions are being revised to incorporate what has been done. The Wetland Conservation Act process has separate outside review requirements that do not follow the city's review process schedule. The site plan approval includes the three buildings in the entire development. However, the site plan agreement will be recorded against the individual buildings and lots, resulting in three separate site plan agreements, which will be recorded in conjunction with the construction of buildings on each lot. The applicant has submitted revised landscaping plans since the Planning Commission meeting. The revised landscaping plan meets the minimum requirements for all landscaping. RECOMMENDATION Staff and the Planning Commission recommend approval of the rezoning, the subdivision and development contract, the wetland alteration permit and the site plan for Holasek Business Park subject to the conditions in the November 20, 2018 Planning Commission staff report. ATTACHMENTS: Rezoning Ordinance Final Plat Wetland Alteration Permit Development Contract Carver County Public Works Review Memo 12/5/18 Carver County Right Of Way Plat No. 27 Signal Cabinet Prints Revised Planning Commission Staff Report 112018 Findings of Fact and Recommendation Development Review Application Holasek Business Park Plan Sheet Cover Holasek Business Park Plan Sheet Existing Conditions Holasek Business Park Plan Sheet Site Plan Holasek Business Park Plan Sheet Grading Holasek Business Park Plan Sheet Erosion Control Holasek Business Park Plan Sheet Landscaping Holasek Business Park Plan Sheet Architectural Holasek Business Park Plan Sheet Electrical Magellan Pipeline Agency Response Affidavit of Mailing CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning from Agricultural Estate District (A-2) to Industrial Office Park District (IOP), for property within the Holasek Business Park development, with the following legal description: Lots 1 through 3, Block 1, and Outlot A, Holasek Business Park, Carver County, Minnesota. Section 2. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 10th day of December, 2018, by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Denny Laufenburger, Mayor (Published in the Chanhassen Villager on ______________________________) KNOW ALL MEN BY THESE PRESENTS: That Holasek Farms, L.P., Inc. a Minnesota corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; AND That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; AND The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; AND That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains; thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning; EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast corner thereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof; AND All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. Has caused the same to be surveyed and platted as HOLASEK BUSINESS PARK, and does hereby donate and dedicate to the public for public use forever the public ways, and does also dedicate the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Holasek Farms, L.P., Inc. a Minnesota corporation, has caused these presents to be signed by its proper officer this _______ day of _________________, 20___. SIGNED: By: , as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _______ day of _________________, 20___, by as of Holasek Farms, L.P., Inc. a Minnesota corporation, on behalf of the corporation. Notary Public, County, Minnesota My Commission Expires I hereby certify that I have surveyed and platted the property described on this plat as HOLASEK BUSINESS PARK; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that there are no wet lands as defined in Minnesota Statutes 505.02, Subdivision 1, or public highways to be designated other than as shown. I hereby certify that I have surveyed and platted the property described on this plat as HOLASEK BUSINESS PARK; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS 505.01, Subd. 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Craig E. Johnson, Licensed Land Surveyor, Minnesota License No. 44530 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _______ day of _________________, 20___, by Marcus F. Hampton, a Licensed Land Surveyor. Notary Public, County, Minnesota My Commission Expires Chanhassen COUNCIL, Chanhassen, Minnesota I hereby certify that on the ______ day of _______________, 20___, the City Council of the City of Chanhassen, Minnesota, approved this plat. By: Mayor By: Clerk CARVER COUNTY PLANNING COMMISSION Approved by the Planning Commission of the City of Chanhassen, Minnesota, at a meeting thereof, on the _______ day of _________________, 20___. By: , Chairman By: , Secretary CARVER COUNTY SURVEYOR Pursuant to Chapter 7, Minnesota Laws of 1976, this plat has been approved this ________ day of ________________________, 20___. By: Carver County Surveyor CARVER COUNTY AUDITOR/TREASURER I hereby certify that there are no delinquent taxes paid for all years prior to 20___ for land described on this plat and transfer entered. Dated this _______ day of _________________, 20___. By: Carver County Auditor/Treasurer CARVER COUNTY RECORDER I hereby certify that this plat was filed for record in this office this _______ day of _________________, 20___, at ______ o'clock ____ .M. as Document No. . By: Carver County Recorder SHEET 1 OF 2 SHEETS HOLASEK BUSINESS PARK C.R. DOC. NO. SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING L YMAN B LVD . 1 BLOCK 1 2 3 OUTLOT A LY M A N (C . S . A . H . BL V D . N O . 1 8 ) SHEET 2 OF 2 SHEETS C.R. DOC. NO. SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. 10 5 5 10 DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 44530. DENOTES 1/2 INCH IRON MONUMENT FOUND DENOTES MNDOT CAST IRON MONUMENT FOUND DENOTE MNDOT RIGHT OF WAY MONUMENT FOUND THE NORTH LINE OF THE NE 1/4 OF NE 1/4 OF SECTION 21, IS ASSUMED TO HAVE A BEARING OF SOUTH 00 DEGREES 29 MINUTES 43 SECONDS WEST. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 0 NORTH SCALE IN FEET 0 NORTH SCALE IN FEET 100 200 HOLASEK BUSINESS PARK 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA WETLAND ALTERATION PERMIT #2018-18 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: Holasek Business Park 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: See Exhibit A 3. Conditions. The Wetland Alteration Permit is approved subject to the following conditions: a. Sec. 20-409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, and/or type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. b. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-411(c) and (d) c. Sec. 20-416. Mitigation. Wetland mitigation shall be undertaken on-site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then mitigation may occur outside the subwatershed, elsewhere in the city. If mitigation cannot be accomplished on-site, or if the city deems it necessary to perform mitigation off- site, then the applicant shall be responsible for providing off-site mitigation within the major 2 subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state wetland bank. Staff believes mitigation can occur on site by expanding the wetlands in the south outlot. d. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by this Code. e. If a wetland alteration permit is issued allowing wetland alteration, the following standards shall be followed: (1) The alteration will not have a net adverse effect on the ecological and hydrological characteristics of remaining wetland; (2) It shall be located as to minimize the impact on vegetation; (3) It shall not adversely change water flow; (4) The size of the altered area shall be limited to the minimum required for the proposed action; (5) The disposal of any excess material is prohibited within remaining wetland areas; (6) The disposal of any excess material shall include proper erosion control and nutrient retention measures; (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning; (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area and/or function and value of the wetland. f. The alteration shall not alter the hydrological patterns in the remainder of the wetland, if a portion of the wetland remains, unless exempted under Sec. 20-417. Please show how hydrologic patterns will not be altered for the remaining wetlands. g. Sec. 20-405. Wetland delineation. An electronic copy of the delineated wetland boundaries must be submitted in a format compatible with the city's GIS database. h. A grading permit cannot be issued until the applicant has completed the WCA process. i. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on-site. Please indicate wetland buffers widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the guidance document attached. The WMO provides signs and sign posts for the cost of materials. Alternative signs (by the city or applicant) are also acceptable provided they contain similar information. j. Sec. 19-146. Wetland elements. 1) Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegetation. 3 2) Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. 3) Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity of plants and wetland inhabitants for wetland mitigation sites and stormwater basins. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 10, 2018 4 CITY OF CHANHASSEN By: Denny Laufenburger Mayor SEAL By: Todd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _____ day of _____________, 20___, by Denny Laufenburger, Mayor, and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. Notary Public DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 5 Exhibit A Legal Description The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; AND That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; AND The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; AND That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains; thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning; 6 EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast corner thereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof; AND All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA HOLASEK BUSINESS PARK DEVELOPMENT CONTRACT (Developer Installed Improvements) i TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL ............................................................................ SP-1 2. CONDITIONS OF PLAT APPROVAL ........................................................................ SP-1 3. DEVELOPMENT PLANS ............................................................................................ SP-1 4. IMPROVEMENTS ........................................................................................................ SP-2 5. TIME OF PERFORMANCE ......................................................................................... SP-2 6. SECURITY .................................................................................................................... SP-2 7. NOTICE ......................................................................................................................... SP-3 8. OTHER SPECIAL CONDITIONS................................................................................ SP-3 9. GENERAL CONDITIONS ........................................................................................... SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED ................................................................................................. GC-1 2. PHASED DEVELOPMENT ........................................................................................ GC-1 3. PRELIMINARY PLAT STATUS ................................................................................ GC-1 4. CHANGES IN OFFICIAL CONTROLS ..................................................................... GC-1 5. IMPROVEMENTS ....................................................................................................... GC-1 6. IRON MONUMENTS .................................................................................................. GC-2 7. LICENSE ...................................................................................................................... GC-2 8. SITE EROSION AND SEDIMENT CONTROL ......................................................... GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING ......................................................................................... GC-2 9. CLEAN UP ................................................................................................................... GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS .................................... GC-3 11. CLAIMS ....................................................................................................................... GC-3 12. PARK DEDICATION .................................................................................................. GC-3 13. LANDSCAPING .......................................................................................................... GC-3 14. WARRANTY ............................................................................................................... GC-4 15. LOT PLANS ................................................................................................................. GC-4 16. EXISTING ASSESSMENTS ....................................................................................... GC-4 17. HOOK-UP CHARGES ................................................................................................. GC-4 18. PUBLIC STREET LIGHTING..................................................................................... GC-4 19. SIGNAGE ..................................................................................................................... GC-5 20. HOUSE PADS .............................................................................................................. GC-5 21. RESPONSIBILITY FOR COSTS ................................................................................ GC-5 22. DEVELOPER'S DEFAULT ......................................................................................... GC-6 22. MISCELLANEOUS A. Construction Trailers ........................................................................................ GC-6 B. Postal Service .................................................................................................... GC-7 C. Third Parties ...................................................................................................... GC-7 D. Breach of Contract ............................................................................................ GC-7 E. Severability ....................................................................................................... GC-7 ii F. Building Permits ............................................................................................... GC-7 G. Waivers/Amendments ....................................................................................... GC-7 H. Release .............................................................................................................. GC-7 I. Insurance ........................................................................................................... GC-7 J. Remedies ........................................................................................................... GC-8 K. Assignability ..................................................................................................... GC-8 L. Construction Hours ........................................................................................... GC-8 M. Noise Amplification .......................................................................................... GC-8 N. Access ............................................................................................................... GC-8 O. Street Maintenance............................................................................................ GC-8 P. Storm Sewer Maintenance ................................................................................ GC-9 Q. Soil Treatment Systems .................................................................................... GC-9 R. Variances........................................................................................................... GC-9 S. Compliance with Laws, Ordinances, and Regulations ..................................... GC-9 T. Proof of Title ..................................................................................................... GC-9 U. Soil Conditions................................................................................................ GC-10 V. Soil Correction ................................................................................................ GC-10 W. Haul Routes ......................................................................................................... GC-10 X. Development Signs .............................................................................................. GC-10 Y. Construction Plans ............................................................................................... GC-10 Z. As-Built Lot Surveys ........................................................................................... GC-11 SP-1 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) HOLASEK BUSINESS PARK SPECIAL PROVISIONS AGREEMENT dated December 10th, 2018 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Eden Trace Corporatoin, a MN corporation (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for HOLASEK BUSINESS PARK (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved December 10th, 2018, prepared by Sambatek, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated November 2nd, 2018, prepared by Sambatek, Inc. Plan C: Plans and Specifications for Improvements dated November 2nd, 2018, prepared by Sambatek, Inc. Plan D: Landscape Plan dated November 2nd, 2018, prepared by Sambatek, Inc. SP-2 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2019. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $1,243,322.23. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $346,390.00 Storm Sewer, Drainage System, including cleaning and maintenance $690,576.00 Sub-total, Construction Costs $1,036,966.00 Engineering, surveying, and inspection (7% of construction costs) $72,587.62 Landscaping (2% of construction costs) $20,739.32 Sub-total, Other Costs $93,326.94 TOTAL COST OF PUBLIC IMPROVEMENTS $1,130,292.94 SECURITY AMOUNT (110% of 1,130,292.94) $1,243,322.23 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security SP-3 be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the City satisfied, (4) the required “record” plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mark Undestad EDEN TRACE CORPORATION 8821 Sunset Trail Chanhassen, MN 55317 Phone: 612-803-6970 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES 1. A $1,243,322.23 letter of credit or escrow for the developer-installed improvements, the $1,225,402.40 cash administration fee and the fully-executed development contract must be submitted and shall be submitted prior to scheduling a pre-construction meeting. The cash fee was calculated as follows: Attorney Fee for Review and Recording of Final Plat and Documents $450.00 GIS Fee: $25/plat + $10/parcel for 4 parcels $65.00 Surface Water Management Fee $770,012.40 Park Dedication Fee $454,875.00 TOTAL CASH FEE $1,225,402.40 Stormwater LOC must be reviewed and adjusted as necessary once final stormwater management plans and improvements have been approved. This includes any comments from Carver County regarding their desire for a regional storm sewer improvement in the area, which may potentially reduce surface water management fees. B. The developer agrees to implement the recommendations listed in the Planning Commission staff report dated November 20th, 2018. SP-4 Engineering 1. All ingress/egress locations, including the right-in/right-out access located at the northwestern portion of the property, and subsequent impacts of trip generation by the development, shall be designed to Carver County standards and shall meet all Carver County’s requirements. 2. Any requirements set by Carver County to improve the intersection shall be addressed by the applicant (if necessary). 3. The applicant shall dedicate the 40’ x 120’ drainage and utility easement at the northwest corner of Lot 1 on the preliminary and final plat prior to recording. 4. An executed agreement between the developer and Magellan Pipeline Company allowing construction over Magellan Pipeline Company’s easement shall be provided to the city prior to the issuance of grading permits. 5. The preliminary and final plat shall not include the 5’ drainage and utility easements located at the south side of Lot 2, and the north side of Lot 3, prior to acceptance and recording. 6. All retaining walls exceeding 4’ in height shall have plans and details prepared by a registered engineer or landscape architect prior to issuance of building permits. 7. At the time of building permit submittal, connection methodology to the existing stubs (sanitary sewer and water services), material type, and location of service valves and other appurtenances shall be identified for review. 8. Prior to construction of the water and sanitary utilities within the development, all required permits from the appropriate regulatory agencies shall be required. 9. An O&M plan shall be submitted for review and approval prior to the issuance of building permits. 10. Improvements to the existing manhole where the effluent will be received via the lift station. Parks 1. Full park fees in lieu of parkland dedication and/or trail construction shall be collected for the three proposed lots totaling 36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. Planning SP-5 2. A 40-foot access and maintenance easement shall be recorded over the private streets. The private streets shall be constructed to a nine-ton design with a minimum pavement width of 26 feet and a maximum slope of 10 percent. 3. A street name for the private street at Galpin Boulevard and Lyman Boulevard shall be submitted to the Building Official and Fire Marshall for review and approval prior to recording the final plat. Water Resources 1. Stormwater Development Charges. Estimated stormwater development fees in the amount of $770,012.40 (36.39 acres x $21,160) shall be paid prior to recording the final plat. 2. Financial Assurance. To guarantee compliance with the plan and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be furnished to the city before a building permit is issued. The escrow amount shall be $7,500.00 per acre. The city may use the escrow or draw upon the letter of credit to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or in implementing the plan. If the city draws on the escrowed funds, no additional building permits shall be issued until the pre-draw escrow balance has been restored. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal of erosion and sediment controls. 3. Drainage and utility easements will be required over all remaining wetlands and public stormwater utilities. This includes the western boundary of the project as well as the southwest corner of the parcel which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). 4. Private stormwater easements will be required over all private stormwater facilities using the city’s template (required in conjunction with final plat). 5. The Holasek Business Park construction plans show areas of grading over the main stormwater pipe that runs north to south along the western property boundary. Construction on this pipe may be planned for the next couple of years. Please coordinate earthwork in this area with the city and Carver County Public Works Department. 6. The plans show significant grading in the south outlot. Sec. 19-145 of City Code does not allow unbroken slopes greater than 30’ and slopes steeper than 3:1. Additionally, the proposed grading would trigger bluff regulations Sec. 20-1401 and Sec. 20-1405. Staff recommends removing the stockpile from the proposed plans. If the stockpile cannot be removed it will need to be reduced to slope less than 20’, 3:1 max. It must meet all other SP-6 regulatory requirements for wetland hydrology, erosion and sediment control, and surface water management. 7. Erosion and sediment control must meet the requirements of Sec. 19-145 including a dewatering plan. Erosion and Sediment Control Practices including temporary sedimentation basins, silt fence, the construction entrance, and ESC BMPs are shown in the legend on sheet C5.02, but not on the plans. Indicate the location of these practices on the Erosion Control Plan sheet. 8. EOFs should be stabilized with TRM or similar. Include chosen stabilization measures in the construction plans. 9. Temporary Sediment Ponds. The proposed stormwater ponds will need to be utilized as temporary sediment ponds during construction. A faircloth skimmer will need to be installed, and the outlets of the pond will need to be sealed off for the duration of construction until the site is stabilized. Skimming devices should be designed to remove oils and floatable materials up to a one-year frequency event. The skimmer should be set 12 inches below the normal surface water elevation and should control the discharge velocity to 0.5 fps. Incorporate these notes and details into the construction plans. Topsoil Management 1. Subsoil Decompaction. Please add a note about subsoil decompaction to the topsoil section on sheet L1.03. Subsoil must be decompacted to a depth of six inches in all pervious areas, prior to placement of six inches of topsoil. Contractor must identify the method used to decompact six inches of subsoil prior to placing topsoil. 2. Topsoil Depth. Note 5 under Turf Establishment on sheet L1.03 reads that a minimum of four inches of topsoil is required. CCWMO Standards require that six inches of topsoil be replaced in all disturbed pervious areas. Update this note to reflect the six inch requirement. 3. Stockpiles. Please indicate the quantity of topsoil needed to restore six inches in all pervious areas of the development. Show location(s) where existing topsoil is to be stockpiled on the site. 4. Soil Hauling. Describe topsoil hauling plans, including locations and estimated quantities. Note that if topsoil is exported or imported to the site, an additional permit may be required. 5. Vegetative Cover. Note 5 under Turf Establishment on sheet L1.03 refers to a healthy stand of vegetation in all disturbed pervious areas of the development. Please note that 90% of the expected vegetative density is required. SP-7 Stormwater Management 1. Sec. 19-142. Plans required. All plans shall be reviewed and stamped “Approved by the City Engineer” and all applicable permits must be obtained prior to commencing construction. For all newly constructed stormwater facilities (ponds, retention areas, infiltration basins, storm sewer, etc.) or existing facilities that are modified, as-built plans shall be prepared by the developer. As-built plans shall be signed and certified by a licensed professional engineer in the State of Minnesota and record drawings shall be provided to the city. Standard details for many typical storm structures (e.g., storm sewer, outlet structures, catch basins, sump manholes, etc.) are available on the city's website. 2. Sec. 19-144. Major facility design elements. a. For basins intended to have permanent water levels, a minimum of four feet of standing water (dead storage depth) and a maximum of ten feet shall be provided. b. Separation between the inlet(s) and outlet shall be maximized to prevent short- circuiting. c. Outlets shall be evaluated for the need to dissipate energy so as to reduce velocities to permissible levels as allowed by the soil and vegetation. At a minimum, flared-end sections should be provided with riprap consistent with Minnesota Department of Transportation standards. For areas with high flows or where excessive erosion occurs or is anticipated, energy dissipation per Federal Highway Administration standards shall be followed. d. Riprap shall be provided below the channel grade and above the outfall or channel bottom to ensure that riprap will not be undermined by scour or rendered ineffective by displacement. Riprap consisting of natural angular stone suitably graded by weight shall be designed for anticipated velocities. Riprap shall be placed over a suitable filter material or filter fabric to ensure that soil particles do not move through the riprap and reduce its stability. 3. BMP Details. Include the following BMP details in the construction plans: a. BMP Cross Sections. Include site-specific elevations on the Bioretention Bench and Bioretention Trench details on sheet C4.02. b. OCS Details. Include Outlet Control Structure Details (attached) for the stormwater BMPs with specific elevations for inlets, outlets, and draintile (when applicable). SP-8 c. BMP Profiles. Include profiles of the stormwater BMPs with draintile (Pond B Filtration Bench and Filtration Trench) showing draintile slope. Please note that all draintile must have a positive drainage slope of at least 0.5%. Include site- specific invert elevations for assistance with field construction. d. EOF elevations. EOF elevations should be set to at least 0.5 ft. above the HWL to allow for construction tolerance. Include cross-sections of the EOFs in the plan set. 4. Impervious Acreage. The area (ac) of proposed new impervious is inconsistent between the application (25.10), stormwater report (27.5), project narrative (25.08), plan sheet C5.03 (28.4), and HydroCAD model (25.34). Clarify the correct area of new impervious and update components of the submittal to match. 5. Elevation-Storage Tables. Include the Filtration Bench bottom (should be 928.5) in the elevation- storage table in the HydroCAD report so that the treatment volumes can be determined for the ponds, bench, and re-use system. 6. Filtration Trench. The filtration trench design is not compliant in the current design. a. Contributing Area. The filtration trench appears to receive runoff from pervious areas only. Stormwater BMPs should capture and treat runoff from impervious areas on the site. b. Tree Roots. The filtration trench is proposed in an area that is wooded on the landscape plan. Trees may be planted on the side-slopes or adjacent to the trench but are not allowed in the trench bottom. Tree roots may impact the draintile and prevent proper drainage. c. Model and Plan Details. The filtration trench is not included in the HydroCAD model and the construction plans do not show details (bottom, NWL, HWL, OCS, EOF) for this BMP. Please include the details listed in Comment #2 above and include information for this practice in the construction plans and HydroCAD model. 7. Operation & Maintenance Plan (O&M). Provide a draft O&M plan outlining the responsibilities for inspecting and maintaining the stormwater BMPs on site. The O&M plan must be signed by all responsible parties. a. Reuse Maintenance Plan. Provide a draft Reuse Maintenance Plan as part of the overall O&M plan. Please include all details outlined in the corresponding section on the Stormwater Reuse Design Guidance document. 8. Reuse Plan Sheet. Please add the following information to the stormwater reuse plan: SP-9 a. Location of the following reuse system components: irrigation lines, irrigation zones, sprinkler heads, pumps, intakes from ponds, and usage meters. If applicable, include the locations of the potable connection, backflow prevention devices, filters, and debris collection sumps. b. Narrative describing operation of the systems. If the irrigated areas will be actively used during daytime hours, the irrigation needs to be scheduled for times when the areas will not be in use. c. Location of access for reuse system maintenance. d. Drawdown elevations of the reuse ponds. e. Volume reduction and/or water quality calculations. f. Other information relevant to the reuse systems. 9. SWPPP. A copy of the SWPPP including soils/infiltration data within the perimeter of all infiltration/filtration devices is required prior to review for final plat. The SWPPP must also meet all requirements of City Code 19-145. 10. Basin. There is a bioretention basin south of Lyman Boulevard in the road construction plans. Please show this basin on the construction plans for Holasek Business Park and demonstrate that the road project plans don’t interfere with this project. 11. Chloride Management Plan. A chloride management plan is required. 12. Applicant will need to respond to the comments received by Twin Cities & Western (Wednesday, October 24, 2018 6:39 AM): “In response to this proposal Twin Cities & Western offers the following comment: Twin Cities & Western has concerns of stormwater and general runoff impacts with this land being developed making it non-pervious. What will happen to the stormwater runoff and will the increased runoff adversely impact the railroad roadbed?” 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP-10 CITY OF CHANHASSEN BY: Denny Laufenburger, Mayor (SEAL) AND: Todd Gerhardt, City Manager STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 20__, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC SP-11 EDEN TRACE CORPORATION: BY: Mark Undestad, President STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20__, by Mark Undestad, President of EDEN TRACE CORPORATION, a MN limited liability partnership, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; AND That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; AND The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; AND EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; AND That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains; thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning; EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast corner thereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof; AND All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 20 . STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20___, by . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT S&S Development, LLP, a MN limited liability partnership, fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of , 20 . Mark Undestad, Managing Partner STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20___, by Mark Undestad, Managing Partner of S&S Development, LLP. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2______, of (Name of Bank) "; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2______. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its ______________________________ GC-1 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title’s Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC-2 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC-3 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City’s approved tree list are prohibited. The minimum tree size shall be two and one-half (2½) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the GC-4 escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re-spread against the plat in accordance with City standards. 17. Hook-up Charges. . At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in GC-5 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as-built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2½%) of construction costs for the first $1,000,000 and one and one-half percent (1½%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. GC-6 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City’s base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre-construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer’s obligations under this Contract. The City GC-7 shall have no responsibility or liability to lot purchasers or others for the City’s failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time GC-8 to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and GC-9 maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws, Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi-lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC-10 W. Haul Routes. The Developer, the Developer’s contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer’s telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11”x17” reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as-built plans, (2) two complete full-size sets of blue line/paper as-built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as-built plans in both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As-Built Lot Surveys. An as-built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as-built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as-built survey is completed. If the weather conditions at the time of the as-built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as-built escrow withheld until all work is complete. Rev. 3/31/06 Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN 55322 Office (952) 466-5200 | Fax (952) 466-5223 | www.co.carver.mn.us CARVER COUNTY December 5, 2018 City of Chanhassen c/o Bob Generous Senior Planner 952-227-1131 bgenerous@ci.chanhassen.mn.us Re: Development / Access Review Comments: Holasek Business Park Final Plat on County Highway 18 (Lyman Blvd.) and at the Intersection of County Highway 15 (Galpin Blvd.) Thank you for the opportunity to review the subject development in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval and as potential requirements for any necessary permits to be issued for the project: 1. The site plan and plat will need to be revised for no driveway access onto Lyman Blvd /CSAH 18 as proposed, other than at the traffic signal stub at Galpin Blvd. Meetings and discussions with the City and parcel owner have taken place to review and workout the potential / conditions for such a driveway but no agreement, resolution, and cost and roadway upgrade provisions have been worked out to the County’s satisfaction. Should the Developer still want to pursue such an access, then several conditions, roadway and drainage issues would need to be developed and paid for at the sole expense of the developer and would require review and approval by the County in a timely fashion as determined by the County. If issues were resolved, some form of developer’s contract and bond and surety would be required for such work as a new raised extended center median, new exclusive right turn lane, new muck / excavation / grading work, and new roadway and side road drainage / ditch facilities. Changes to the site plan would also be required at and along this work. 2. The site plan and plat will need to be revised for changes required to the design and provisions of the access at the existing traffic signal stub at Galpin Blvd. Longer turn lanes and regrading of the entrance deeper further south and east along the site are required. The developer will need to develop, deliver, and install a traffic signal revisions project, plans and specifications in coordination with and to the review and approval of the County. Several design meetings with the County and site and road survey of existing conditions will be required. The full scale of improvements to the intersection and traffic signal will need to be determined, but may include but not be limited to such things as new detection, mast arm extensions, confirmation of truck turning radii, ADA ramp upgrades, new traffic signal poles and bases, and changes / updates to traffic signal timing, etc. Some form of developer’s contract and bond and surety for this will be required. 3. The site plan and plat will need to be revised to match the County and City’s joint active current plans for the CSAH 18 reconstruction project, specifically to match the project’s Transportation Project / Right of Way Plat No. 27 (Plat File 1750, Document A-667706. 4. The site plan and plat shall maintain the already noted and planned 10-ft wide public drainage and utility easement along CSAH 18 for the full length of the plat along CSAH 18. 5. The site plan and plat shall be revised to provide a 20-ft wide public drainage and utility easement along the property’s western edge for the full length of the western property north to south. 6. The plat’s final grading plans, ponds, and right of way along CSAH 18 (Lyman Blvd.) will need to be reviewed and approved. A grading permit will be required for grading work within the highway right of way. The County will need to review and approve an exhibit drawing showing a cross section of CSAH 18 (Lyman Blvd.) showing proposed grades for the roadway and subject lot(s). 7. A final check with the County is required for drainage and utility easement needs, as well as water main and utility needs and locations along CSAH 18 (Lyman Blvd.) and CSAH 15 (Galpin Blvd.). 8. The technical details of the plat, its boundaries and form(s) will need to be reviewed and approved by the County Surveyor. 9. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain various permits including a Commercial Driveway Access Permit and a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (http://www.co.carver.mn.us/how-do-i/apply-for/a- permit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 10. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to be remedied or updated at development expense, including costs incurred by the County. These are comments at this time. If you have any questions or need further assistance, please do not hesitate to contact me at dmccormick@co.carver.mn.us or by phone at (952) 466-5208. Sincerely, Dan McCormick, P.E. PTOE Transportation Manager Carver County Public Works PC DATE: November 20, 2078 CC DATE: December 10,2018 REVIEW DEADLINE: December 18,2018 CASE #: 2018-18 BY: RG, EH, TH, DN, JS, VS, ET PROPOSED MOTION: "The Chanhassen Planning Commission recommends approval of the Rezoning from Agricultural Estate District, M to IOP; preliminary plat approval creating three lots and an outlot; approval of a Wetland Alteration Permit; and Site Plan approval for a total of 449,350 square feet in three office industrial buildings subject to the corresponding conditions of approval, and Adoption of the Findings of Fact and Recommendation." SUMMARY OF REQUEST: Rezoning from Agricultural Estate District (A2) to Industrial Office Park (IOP); Subdivision review creating three lots and an outlot; Wetland Alteration Permit; Site Plan Review of a total of 449,350 square feet in three office industrial buildings. (The wetland boundary type and determination has been submitted and is near review completion.) LOCATION: 8610 Galpin Boulevard (South of Lyman Boulevard at the Galpin Boulevard intersection) .rL---Zl. Q-T*: Holasek Business Park November 20,2018 Page2 APPLICANT: Eden Trace Corporation 8821 Sunset Trail Chanhassen, MN 55317 mark@edentrace.com (612) 803-6970 2O2O LAND USE PLAII: ACREAGE: 49 acres Holasek Farms, LP 917 Kelly Court Chanhassen, MN 55317 holasekshs@aol.com PRESENT ZONING: Agricultural Estate District, A2 Offrce Industrial DENSITY: F.A.R. 0.28 LEVEL OF CITY DISCRETION IN DECISION.MAKING: The city has a relatively high level of discretion in approving Rezonings because the city is acting in its legislative or policy-making capacity. A rezoning must be consistent with the city's Comprehensive Plan. The city's discretion in approving or denying a Preliminary PIat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city's discretion in approving or denying a Wetland Alteration Permit is limited to whether or not the proposal meets the standards outlined in the Zoning Ordinance. If it meets these standards, the city must approve the wetland alteration permit. This is a quasi-judicial decision. The city's discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting a rezoning from Agricultural Estate District (A2) to Industrial Office Park (IOP) to permit development of an office-warehouse development. They are also requesting subdivision review creating three lots and one outlot with the dedication of right-of-way for Lyman Boulevard. Access to the lots will be via a private street south of Lyman Boulevard. In conjunction with the development, a Wetland Alteration Permit is required to fill wetlands on the site. They are also requesting Site Plan Review for a total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with amezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have amezzanine (Building C). Holasek Business Park November 20,2018 Page 3 APPLICABLE REGULATIONS Chapter I 8, Subdivisions Chapter 20, Article VI, Wetland Protection Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXII, "IOP" Industrial Office Park District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments BACKGROUND On June 22,2015, the Chanhassen City Council approved an Interim Use Permit (Planning Case #2015-12) to permit the removal of organic soils (peat) from the property and the stockpiling of soil on the property in anticipation of the eventual development of the site. On September 11, 1995, the City approved Interim Use Permit #95-3 for the placement of 36,000 cubic yards of fill material on the site. In 1957, Betty and Earl Holasek founded the nursery and greenhouse on the property which operated until the endof 2014. SITE CONSTRAINTS Wetland Protection There are wetlands located on the property. The proposed development will impact the wetlands. A Wetland Alteration Permit is being applied for as part of the development review. Bluff Protection There are no bluffs on the property. Shoreland Management The property is partially located within a shoreland overlay district. The southwest corner of Outlot A is within 1,000 feet of Lake Hazeltine. Floodplain Overlay This property is not within a floodplain. REZONING The applicant is requesting the rezoning of the property from Agricultural Estate District (A2) to Industrial Office Park (IOP). The property is guided in the Comprehensive Plan for Office Industrial Holasek Business Park November 20,2018 Page 4 uses. Zonings, which are consistent with this designation, are Industrial Office Park District (IOP) or Planned Unit Development (PUD). The proposed development complies with all the requirements of the IOP zoning district. Staff is recommending approval of the rezoning to IOP district. SUBDIVISION REVIEW The applicant is requesting subdivision approval to create three lots and one outlot with the dedication of right-of-way for Lyman Boulevard. PRELIMINARY PLAT The developer is requesting plat approval to create three lots and one outlot with access via private streets. \ LO! 3 ItitErt'urf rot I {,*.' I .)' Holasek Business Park November 20,2018 Page 5 GRADING. DRAINAGE & EROSION CONTROL Grading The applicant is proposing to construct two wet ponds (pond A and pond B) on the east portion of the site. Through the proposed grading plan, drainage will be routed away from buildings into a series of catch basins and 12" - 48" stormwater pipe located in the parking areas and directed to the ponds. The applicant is proposing to substantially fill a wetland located south of Lot 3 in Outlot A. Due to the amount of fill proposed, this will create a bluff as defined under City Ordinance Chapter 1 Sec. 1-2. - Rules of construction and definitions. The Holasek Business Park construction plans show areas of grading over the main stormwater pipe that runs north to south along the western property boundary. Construction on this pipe may be planned for the next couple of years. Please coordinate earthwork in this area with the city and Carver County Public Works Department. The plans show significant grading in the south outlot. Sec. 19-145 of City Code does not allow unbroken slopes greater than 30' and slopes steeper than 3:1. Additionally, the proposed grading would trigger bluff regulations Sec. 20-1401 and Sec. 20-1405. Staff recommends removing the stockpile from the proposed plans. If the stockpile cannot be removed, it will need to be reduced to slope less than 20' 3:1 max. It must meet all other regulatory requirements for wetland hydrology, erosion and sediment control, and surface water management. Drainage This project drains to Lake llazeltine. LakeHazeltine is on the MN 303D list. Staff has also received information from the DNR that the south wetland is a public waters wetland and considered within the OHW of Lake Hazeltine. DNR has stated Shoreline Regulations should extend from the south wetland. Staff recommends the applicant contact the DNR to discuss this issue. Erosion Prevention and Sediment Control The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge EliminatiorVState Disposal System (NPDES Construction Permit). The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and submit to the city for approval prior to the issuance of any grading permits or the commencement of any earth disturbing activities. This SWPPP shall be consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. Financial Assurance. To guarantee compliance with the plan, and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be furnished to the city before a building permit is issued. The escrow amount shall be $7,500.00 per acre. The city may use the escrow or Holasek Business Park November 20,2078 Page 6 draw upon the letter of credit to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or in implementing the plan. If the city draws on the escrowed funds, no additional building permits shall be issued until the pre-draw escrow balance has been restored. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal of erosion and sediment controls. Erosion and Sediment Control Details. Erosion and sediment control must meet the requirements of Sec. 19-145 including a dewatering plan. Erosion and Sediment Control Practices including temporary sedimentation basins, silt fence, the construction entrance, and ESC BMPs are shown in the legend on sheet C5.02,but not on the plans. Please indicate the location of these practices on the Erosion Control Plan sheet. EOF Stabilization. EOFs should be stabilized with TRM or similar. Please include chosen stabilization measures in the construction plans. Temporary Sediment Ponds. The proposed stormwater ponds will need to be utilized as temporary sediment ponds during construction. A faircloth skimmer will need to be installed, and the outlets of the pond will need to be sealed off for the duration of construction until the site is stabilized. Skimming devices should be designed to remove oils and floatable materials up to a one-year frequency event. The skimmer should be set 12 inches below the normal surface water elevation and should control the discharge velocity to 0.5 fos. Please incorporate these notes and details into the construction plans. Topsoil and Vegetation Management Subsoil Decompaction. Please add a note about subsoil decompaction to the topsoil section on sheet Ll.03. Subsoil must be decompacted to a depth of 6" inches in all pervious areas, prior to placement of 6" inches of topsoil. Contractor must identify the method used to decompact 6" inches of subsoil prior to placing topsoil. Topsoil Depth. Note 5 under Turf Establishment on sheet Ll .03 reads that a minimum of 4" topsoil is required. Cawer County Water ManagementOrganization (CCWMO) Standards require that 6" of topsoil be replaced in all disturbed pervious areas. Please update this note to reflect the 6" requirement. Stockpiles. Please indicate the quantity of topsoil needed to restore 6" in all pervious areas of the development. Show location(s) where existing topsoil is to be stockpiled on the site. Soil llauling. Please describe topsoil hauling plans, including locations and estimated quantities. Please note that if topsoil is exported or imported to the site, an additional permit may be required. Holasek Business Park November 20,2018 Page 7 Vegetative Cover. Note 5 under Turf Establishment on sheet Ll.03 refers to a healthy stand of vegetation in all disturbed pervious areas of the development. Please note that 90o/o of the expected vegetative density is required. Retaining Walls Due to the substantially lower grade from the proposed site and Lyman Boulevard, the applicant is proposing an approximate 910' long retaining wall on the north side of Lot 1. A majority of the retaining wall is proposed to have a height greater than 4' (12.5' at its highest, as noted on the plans). This retaining wall shall be constructed in accordance with plans prepared by a registered engineer or landscape architect and shall be constructed of a durable material (smooth face concrete/poured in place, masonry/mortared, railroad ties and timber are prohibited). No such plans or details were submitted with the site plan, and must be provided prior to issuance of building permits. "!fiffi^ Additionally, due to substantial grade changes at the southwest comer of the development, a second retaining wall of approximately 200' in length exceeding 4' in height is proposed, and shall also be constructed in accordance with plans prepared by a registered engineer or landscape architect. Building C i.. r *tl -.-, r.1.--- ,l ,'t . r .-l f \., I F;- GN. E E a* !q 6ard S g | \ ' ^' \/. I .E:,i-'ll"'r1J I tt ,{@T5--1;- -'-i -." 2' Holasek Business Park November 20,2018 Page 8 STORMWATER MAI\AGEMENT This site lies within the boundaries of the CCWMO and is subject to their stormwater management requirements. These requirements are similar to Minimal Impact Design Standards and have the same required removals of total phosphorus and total suspended solids as does Chanhassen's code. Chanhassen's MS4 permit was re-issued in20l4. Part III.D.5 states that each MS4 is required to develop local controls that require new developments, in excess of one acre, to have no net-increase in stormwater discharge volume nor any increase in TP and TSS from predevelopment conditions. Finally, the NPDES construction permit, under which the applicant must develop, states that: "Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one (l) or more acres of cumulative impervious surface, the Permittee(s) must design the project so that the water quality volume of one (1) inch of runoff from the new impervious surfaces created by the project is retained on site (i.e. infiltration or other volume-reduction practices) and not discharged to a surface water." Under the new NPDES - Construction Permit, the new NPDES - Municipal Separate Storm Sewer permit and the Minnehaha Creek Watershed District rules, the applicant must meet the abstraction requirements of one (l) inch of runoff from all new impervious surfaces. With all subdivisions, stormwater utility connection fees are collected. These fees are based upon development type and area. Fees are used to maintain storm sewer infrastructure and to construct water quality improvement projects. Fees in effect at the time of final plat approval will be collected prior to recording the final plat. l. Stormwater Development Charges. Estimated Stormwater developme,nt fees in the amount of $770,012.40 (36.39 acres x $21,160) shall be paid prior to recording the final plat. It is often possible that the preservation of open space in a natural condition significantly reduces, or even eliminates, the need for additional stormwater best management practices realizing significant reductions in development costs. The Minnesota Stormwater Manual lists average costs for the activities required to create a pond. Discounting the cost of site preparation, survey costs, storm sewer conveyance and site restoration, the typical pond costs approximately $21.5O/yard to construct and approximately $3,500 for an overflow structure. So a one acre-foot pond would cost over $38,000 to excavate and outlet. It is the policy of Chanhassen to provide a credit for Water Quality fees equal to 50oh of the base rate times the area treated provided it, at a minimum, meets the National Urban Runoff Progpm (NURP) recommendations. Drainage and Utility Easements will be required over all remaining wetlands, and public stormwater utilities. This includes the western boundary of the project which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). Holasek Business Park November 20,2018 Page 9 Private stormwater easements will be required over all private stormwater facilities using the City's template (required in conjunction with final plat). Stormwater Management Additional Comments. Please note that due to the need to review additional stormwater information, additional comments will likely be provided on any resubmitted plans. Sec. 19-142. - Plans required. All plans shall be reviewed and stamped "Approved by the City Engineer" and all applicable permits must be obtained prior to commencing construction. For all newly constructed stormwater facilities (ponds, retention areas, infiltration basins, storm sewer, etc.) or existing facilities that are modified, as-built plans shall be prepared by the developer. As-built plans shall be signed and certified by a licensed professional engineer in the State of Minnesota and record drawings shall be provided to the city. Standard details for many typical storm structures (e.g., storm sewer, outlet structures, catch basins, sump manholes, etc.) are available on the city's website. Sec. 19-144 Major facility design elements. a. For basins intended to have permanent water levels, a minimum of four feet of standing water (dead storage depth) and a maximum of ten feet shall be provided. b. Separation between the inlet(s) and outlet shall be maximized to prevent short-circuiting. c. Outlets shall be evaluated for the need to dissipate energy so as to reduce velocities to permissible levels as allowed by the soil and vegetation. At a minimum, flared end sections should be provided with riprap consistent with Minnesota Department of Transportation standards. For areas with high flows or where excessive erosion occurs or is anticipated, energy dissipation per Federal Highway Administration standards shall be followed. d. Riprap shall be provided below the channel grade and above the outfall or channel bottom to ensure that riprap will not be undermined by scour or rendered ineffective by displacement. Riprap consisting of natural angular stone suitably graded by weight shall be designed for anticipated velocities. Riprap shall be placed over a suitable filter material or filter fabric to ensure that soil particles do not move through the riprap and reduce its stability. BMP Details. Include the following BMP details in the construction plans: a. BMP Cross Sections. Include site-specific elevations on the Bioretention Bench and Bioretention Trench details on Sheet C4.02. b. OCS Details. Include Outlet Control Structure Details (attached) for the stormwater BMPs with specific elevations for inlets, outlets, and draintile (when applicable). c. BMP Profiles. Include profiles of the stormwater BMPs with draintile (Pond B Filtration Bench and Filtration Trench) showing draintile slope. Please note that all draintile must have a positive drainage slope of at least 0.5%. Include site-specific invert elevations for assistance with field construction. Holasek Business Park November 20,2018 Page 10 d. EOF elevations. EOF elevations should be set to at least 0.5 ft. above the HWL to allow for construction tolerance. Include cross-sections of the EOFs in the plan set. Impervious Acreage. The area (ac) of proposed new impervious is inconsistent between the application (25.10), stormwater report (27.5), project narrative (25.08), plan sheet C5.03 (28.4), and HydroCAD model (25.34). Please clarify the correct area of new impervious and update components of the submittal to match. Elevation-Storage Tables. Include the Filtration Bench bottom (should be 928.5) in the elevation- storage table in the HydroCAD report so that the treatment volumes can be determined for the ponds, bench, and re-use system. Filtration Trench. The filtration trench design is not compliant in the current design. a. Contributing Area. The filtration trench appears to receive runoff from pervious areas only. Stormwater BMPs should capture and treat runoff from impervious areas on the site. b. Tree Roots. The filtration trench is proposed in an area that is wooded on the landscape plan. Trees may be planted on the side-slopes or adjacent to the trench but are not allowed in the trench bottom. Tree roots may impact the draintile and prevent proper drainage. c. Model and Plan Details. The filtration trench is not included in the HydroCAD model and the construction plans do not show details (bottom, NWL, HWL, OCS, EOF) for this BMP. Please include the details listed in Comment #2 above and include information for this practice in the construction plans and HydroCAD model. Operation & Maintenance (O&M) Plan. Provide a draft O&M plan outlining the responsibilities for inspecting and maintaining the stormwater BMPs on site. The O&M plan must be signed by all responsible parties. a. Reuse Maintenance Plan. Provide a draft Reuse Maintenance Plan as part of the overall O&M plan. Please include all details outlined in the corresponding section on the Stormwater Reuse Design Guidance document. Reuse Plan Sheet. Please add the following information to the stormwater reuse plan: a. Location of the following reuse system components: irrigation lines, irrigation zones, sprinkler heads, pumps, intakes from ponds, and usage meters. If applicable, include the locations of the potable connection, backflow prevention devices, filters, and debris collection sumps. b. Narrative describing operation of the systems. If the irrigated areas will be actively used during daytime hours, the irrigation needs to be scheduled for times when the areas will not be in use. Location of access for reuse system maintenance. Drawdown elevations of the reuse ponds. Volume reduction andlor water quality calculations. Other information relevant to the reuse systems. c. d. e. f. Holasek Business Park November 20,2018 Page I I SWPPP. A copy of the SWPPP including soils/infiltration data within the perimeter of all infiltratiorVfiltration devices is required prior to review for final plat. The SWPPP must also meet all requirements of City Code l9-145. The applicant has communicated they are working on this item and will have it completed in time Basin. There is a bioretention basin south of Lyman Boulevard in the road construction plans. Please show this basin on the construction plans for Holasek Business Park and demonstrate that road project plans do not interfere with this project. Chloride Management Plan. A chloride management plan is required. The applicant has submitted a document of intent Other Agencies TCW. Applicant will need to respond to the comments received by Twin Cities & Western (Wednesday, October 24, 2018, 6:39 AM): "In response to this proposal, Twin Cities & Western offirs thefollowing comment: Twin Cities & Western has concerns of stormwater and general runoffimpacts with this land being developed making it non-pervious. What will happen to the stormwater runoffand will the increased runoffadversely impact the railroad roadbed? " CCWMO. The following section includes recommendations on the submitted plans and information. The notes below are not conditions for project approval. l. Stormwater Treatment Coordination. The WMO recommends coordinating with the city and county to determine if a stormwater BMP can be shared between the Holasek site and the road project. Please consider co-locating a stormwater pond or other practice in the southwest corner of the Holasek site with the city and county to provide volume control and treatment for runoff from Lyman Boulevard. 2. Pond Retrofit or Expansion. The WMO recommends investigating the possibility of adding to the existing stormwater pond for water quality treatment. 3. Financial Security. Financial Security in the amount of $50,000.00 is required for this project and should be submitted prior to the start of construction. The security is deposited with the county for faithful performance of the approved plans and to finance any necessary remedial work. EASEMENTS Drainage and utility easements will be required over all remaining wetlands, and public stormwater utilities. This includes the western boundary of the project which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). Holasek Business Park November 20,2018 Page 72 Private stormwater easements will be required over all private stormwater facilities using the City's template (required in conjunction with final plat). There is an existing 100' wide pipeline easement on the property as shown on the submitted plans. The easement is located in the middle of the property and extends from the west property boundary to the east property boundary, bisecting the site. The easement is for an underground natural gas pipeline operated by Magellan Pipeline Company. The applicant is proposing the construction of a parking area over the easement. An agreement to construct any of the proposed improvements over Magellan Pipeline Company's easement must be executed and supplied to the city for review prior to the issuance of grading permits. Magellan Pipeline Company has been supplied the site plan and is conducting their review. All comments and conditions shall be addressed by the applicant. The applicant is proposing standard drainage and utility easements around each lot on the provided site plans. However, the 5' drainage and utility easement on the south side of Lot 2, and the 5' drainage and utility easement on the north side of Lot 3, located over the Magellan Pipeline's easement, shall be removed from the preliminary and final plat. See image below. RIGHT.OF.WAY. STREETS AND EASEMENTS The applicant is proposing access to the site from Lot 1, which fronts County State Aid Highway 18 (C.S.A.H. l8), also known as Lyman Boulevard. Currently, there is an existing 50' wide access to the property at the intersection of Lyman Boulevard and Galpin Boulevard, located at the northeast portion of the property. The intersection is controlled by traffic signals operated and maintained by Carver County, with power supplied by Minnesota Valley Electric Cooperative. Holasek Business Park November 20,2018 Page l3 The applicant is proposing to utilize the 50' wide access at the intersection of Lyman Boulevard and Galpin Boulevard, along with the addition of a right-in/right-out access towards the northwest portion of the property. These access points then routes traffic to private roads throughout the development. No approach widths are called out on the site plan for the right-in/right-out access point. The width shall be required to ensure Carver County standards are met. In addition, no signal design drawings were provided (existing or proposed) for the signalized intersection and existing stub out. Any requirements by Carver County to improve the intersection (i.e. installation or protection of magnetic loops, signal timing adjustments, etc.) shall be addressed by the applicant (if necessary). Carver County will require an approximate 4,000 square foot drainage and utility easement located at the northwest section of the property. This is a required drainage improvement due to a large road project to upgrade Lyman Boulevard. A trip generation study was provided by Vernon Swing, PE with Swing Traffic Solutions, LLC on November 7,2018. The methodology for trip generation for the development was the Institute for Transportation Engineers Trip Generation, lOth Edition. The memo concludes that the existing roadway system operations will not experience significant change. Based on the provided trip generation study, Engineering does not anticipate any extraordinary transportation impacts associated with this development and proposes no conditions. However, impacts associated with Lyman Boulevard, or any subsequent Carver County jurisdictional road(s), will require Carver County's review and approval. Coordination with Road Project. Additional information is needed about coordination with the city and county road project on Lyman Boulevard. Please contact Scott Smith, Carver County Public Works, at 952.466.5217 or Bob Leba, SkF Consulting, at 763.249.6786for plans and additional information on the road projecf. Please also see the recommendations section below for WMO recommendations on coordination with the city and county. Access to the individual lots will be via private street extensions from Lyman Boulevard (C.S.A.H. l8) at the west end of the property (right-idright-out) and at the intersection with Galpin Boulevard. A 40-foot access and maintenance easement shall be recorded over the private streets. The private street shall be constructed to a nine-ton design with a minimum pavement width of 26 feet and a maximum slope of 10 percent. The primary private street shall receive a street name for addressing and public safety purposes. The Building Official and Fire Marshall shall approve the street name. Private streets may be permitted in office industrial developments if the city finds the following conditions to exist: (1) The prevailing development pattern makes it unfeasible or inappropriate to constrict a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. A public street would serve no added public function since this is a single, unified development. Holasek Business Park November 20,2018 Page 14 (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. There are no adjacent parcels that would be accessed via an extension of a street within the development. (3) The use of a private street will permit enhanced protection of the city's natural resources including wetlands and forested areas. The use of a public street would add more impervious surface, but provide no additional transportation benefit. SANITARY SEWER AND WATER MAIN A 10" DIP water service stub and an 8" PVC sanitary sewer stub currently exist to serve the proposed development. Both stubs are located within the existing 50' wide access at the intersection of Lyman Boulevard and Galpin Boulevard. The applicant is proposing to connect to the existing 10" DIP water service stub and install a private 10" water main to serve all three buildings. No connection methodology to the existing stub, material type, or location of service valves and other water main appurtenances have been indicated on the utility plans. Engineering recommends the designer utilize PVC C900 water main grade pipe on the submittal of building plans. Prior to construction of the private water main within the development, all required permits from the appropriate regulatory agencies shall be required, including but not limited to the Minnesota Pollution Control Agency, the Department of Health, and the City of Chanhassen. An 8" PVC sanitary sewer stub currently exists to serve the proposed development. However, the applicant is proposing to discharge sanitary sewer effluent to the neighboring city of Chaska, which lies outside Chanhassen's sewer service territory and city boundary. The applicant has expressed that this is the only means of discharging sanitary sewer by means of a gravity system. As currently designed on the submitted plans, this method and point of discharge is not approved. The applicant will be required to submit plans that utilize a discharge method to the service territory where the development is to take place, i.e. discharge to Chanhassen's sewer utilizing the existing 8" PVC sanitary sewer stub. Based on the in-situ topographic conditions and proposed grading plans, this will require the applicant to construct, operate and maintain a private lift station with a maintainable force main. Subsequently, an operation and maintenance plan shall be submitted for review and approval prior to the issuance of building permits, and improvements to the existing manhole in which the 8" PVC service stub is located to receive the discharge from lift station operations. If the applicant desires to connect sewer to the Chaska system, it would require formal approval by both municipalities. The applicant shall facilitate a meeting to discuss the feasibility of this discharge method, address concerns over capacity and sewer billings, and any other additional analysis required by Chaska and Chanhassen to evaluate the connection and discharge. Holasek Business Park November 20,2018 Page 15 ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. Fees Based on the proposal, the following fees would be collected with the development contract: a) A portion of the water hook-up charge: $2,233ltnit b) A portion of the sanitary sewer hook-up charge: $691/unit c) GIS fees: $25 for the plat plus $ l0 per parcel d) Parks fees: $454,875.00 e) Stormwater: $770,012.40 LANDSCAPING AND TREE PRESERVATION The applicant for the Holasek Business Park development did not submit tree canopy coverage and preservation calculations. Staff estimated as follows: Total upland area (excluding wetlands) 41.20 acres Baseline canopy coverage 4oh or 2 ac Minimum canopy coverage required l0oh or 4 ac Proposed tree preservation 07o or 0 ac The developer does not meet minimum canopy coverage for the site; therefore the applicant must bring the canopy coverage on site up to the l0oh minimum. The difference between the required coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 11089 SF. Minimum required 4 ac or 1741240 SF Multiplied by 1.2 209,088 SF Divided by 1089 =Total number of trees to be planted 192 trees The applicant has a total of 290 326 trees proposed to be planted on site. The landscaping requirements are reviewed under the site plan review. PARKS & RECREATION Parks Holasek Business Park is located within the neighborhood park service area of Stone Creek Park and the community park service areas of Lake Ann Park, Chanhassen Recreation Center, Chanhassen Holasek Business Park November 20,2018 Page 16 Nature Preserve and Bluff Creek Preserve. Future employees and visitors to the Holasek Business Park will enjoy convenient access to a variety of Chanhassen parks and park preserves. Stone Creek Park, Chanhassen Recreation Center, and Chanhassen Nature Preserve are all within walking distance of the newly proposed business park and offer a total of 155 acres of parkland featuring children's playgrounds, basketball courts, picnic shelters, hockey rinks, tennis courts, pickle ball courts, a sledding hill, nature walks, and more than three miles of pedestrian trails. The Chanhassen Recreation Center is located one mile north of the business park and offers a broad array of indoor and outdoor public recreation services for all ages. No additional parkland acquisition or construction is being recommended as a condition of approval for the Holasek Business Park. Trails Holasek Business Park will have direct access to the city's comprehensive trail system. Extensive public trails can be accessed to the north and east upon leaving the subject property. An additional trail connection to the west will be installed concurrent with future upgrades to Lyman Boulevard. Crosswalks are in place at the main entrance to the business park and care should be taken to connect all interior pedestrian walkways to this intersection. No additional trail construction is being sought as a condition of approval for the business park. Staff recommends that full park fees in lieu of parkland dedication andlor trail construction be collected for the three proposed lots totaling 36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. At today's industrial park fee rate of $12,500 per acre this fee would total $454,875. MISCELLAN{EOUS Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. COMPLIANCE TABLE Area (sq. ft.) width (ft.) Depth (ft.) Hard Cover sq. ft. Notes Code 43,560 150 200 70130,492 1 acre Lot I 544,064 1,530 353 380,845 72.49 acres Lot2 434,293 r.44 285 304.005 9.97 acres Lot 3 606.791 1.535 432 424,754 13.93 acres Outlot A 554.511 12.73 acres ROW 226,948 5.21 Total 2,366,607 54.33acres Front - 30 feet, Side - 10 feet, Rear - l0 feet Hard cover - 70 percent Setbacks: Holasek Business Park November 20,2018 Page 77 Building Height - four stories/50 feet WETLAI\D ALTERATION Wetland Protection The plan set shows intent to impact several wetlands on site. Until a Notice Of Decision (NOD) for Wetland Boundary and Type has been issued, all water resources on site are considered wetlands and fall under the Wetland Conservation Act and Article VI of City Code. Many requirements of Article VI have not been addressed. Staff believes it is possible the applicant will be able to address all requirements. Some of the important requirements include: L Sec. 20-409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, and/or type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. 2. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-41 l(c) and (d). 3. Sec. 20-416. Mitigation. Wetland mitigation shall be undertaken on-site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then mitigation may occur outside the subwatershed, elsewhere in the city. tf mitigation cannot be accomplished on-site, or if the city deems it necessary to perform mitigation off-site, then the applicant shall be responsible for providing off-site mitigation within the major subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state wetland bank. Staff believes mitigation can occur on site by expanding the wetlands in the south outlot. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by this Code. If a wetland alteration permit is issued allowing wetland alteration, the following standards shall be followed: (1) The alteration will not have a net adverse effect on the ecological and hydrological characteristics of remaining wetland. (2) It shall be located as to minimize the impact on vegetation. (3) It shall not adversely change water flow. (4) The size of the altered area shall be limited to the minimum required for the proposed action. (5) The disposal of any excess material is prohibited within remaining wetland areas. (6) The disposal of any excess material shall include proper erosion control and nutrient retention measures. (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning. (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area andlor function and value of the wetland. 4. 5. Holasek Business Park November 20,2018 Page l8 6. The alteration shall not alter the hydrological patterns in the remainder of the wetland, if a portion of the wetland remains, unless exempted under Sec. 20-417. Please show how hydrologic patterns will not be altered for the remaining wetlands. 7. Sec. 20-405. Wetland delineation. An electronic copy of the delineated wetland boundaries must be submitted in a format compatible with the city's GIS database. Ce*ine +ssessrnent Ir4 future versi.,ans, A MnR\M shall be eempleted by the preperty ervner er applieant fer eaelr 9, 1rn appreved NOD for Beundary and Tlpe is required for a eemplete applieatien; hervever; the 10, Staff review rvill be eenditienal upen en appreved NeD fer Beundary elrd Type, 1 1. Besed en the submissien; the site will require at least ene additienal Wetland eenservatien Aet €lfe$+pp+ieatien A grading permit cannot be issued until the applicant has completed the WCA process. 12. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on site. Please indicate wetland buffers widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the guidance document attached. The WMO provides signs and sign posts for the cost of materials. Alternative signs (by the city or applicant) are also acceptable provided they contain similar information. nue te tne wetUna in ffi 13. Sec. 19-146. Wetland elements. a, Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegetation. b. Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. Holasek Business Park November 20,2018 Page 19 c. Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity of plants and wetland inhabitants for wetland mitigation sites and stormwater basins. SITE PLAN REVIEW The applicant is proposing Holasek Business Park, an Office / Warehouse campus consisting of three multi-tenant Office / Warehouse buildings. Each building will repeat the architectural elements of the others. The buildings will be one-story with 28 feet of clear height internally. Mezzanine levels may be added to a building, but the overall building area will not exceed 450,000 square feet. The only difference between buildings will be the finished sizes of the buildings. Initially, Buildings A and B will be constructed. Building C will be constructed as the market requires. ARCHITECTURAL COMPLIANCE Size Portion Placement Major entries are proposed at the comer of each of the buildings with a two-level glass entrance curtain wall. Additional entries are proposed for the tenant spaces along the front of the building. All entrances have two level metal canopies. Entrances are framed with recessed columns of medium sandblast precast (gray with hints of reds and tan). The primary building materials are precast exposed aggregate buff(tan) and exposed aggregate red. tl-, i-r-llf,3t U-i.- Holasek Business Park November 20,2018 Page20 The building articulation is provided by recessed architectural detailing every 108 feet with a change in color and building patterning every 54 feet. Groupings of three windows are provided in every segment of the building with two levels of windows flanking every entrance. Projected columns are located to the left of every front entry. Material, Color and Detail The primary building materials are precast exposed aggregate buff (an), exposed aggregate red and sand blast gray. Champaign metal window frames contain bronze tinted glass. Dark bronze coping is provided at the top of the parapet and the top of the columns. Height and Roof Design Building heights are proposed at 36 feet. Mechanical equipment is screened with parapet walls as well as strategic placement on the building roof. Facade Transparency Each of the buildings are 950 long with depths of 170, 1 15 and 188 feet, respectively. The highest parapet height is 36 feet on the front. Fifty percent (50%) of the first floor elevation that is viewed by the public includes transparent windows and/or doors. All other areas shall include landscaping material and architectural detailing and articulation. Entrance areas have a double height of storefront type windows. The transom band of windows consists of spandrel windows rather than vision glass. Clerestory windows shall be vision glass to allow natural lighting into the building. Where each floor has horizontal mullions across the windows, the upper pane is spandrel and the lower panes are vision. The clerestory windows are all vision. Site Furnishing Community features including benches, bike racks and picnic tables shall be incorporated in the site. The green areas to the east of Buildings A and B provide a good opportunity to create an employee break area. Benches along the sidewalk create good rest and view options. Loading Areas, Refuse Area, Etc. Screening of service yards, refuse and waste removal, other unsightly areas and truck parking/loading areas are being provided through their location on the site as well as site landscaping. Loading docks are located between Buildings A and B creating a screened truck court. The loading docks for Building C will be located south of the building, screened from view off Lyman Boulevard. Lot Frontage and Parking Location Holasek Business Park November 20,2018 Page2l The business park fronts on Lyman Boulevard, but is accessed via private streets off the arterial roadway. Parking is distributed around three sides of Buildings A and C, the largest of the three buildings. Parking for Buildings B and C will be located between the two buildings. I I BUILDING A,rt 5t{ J. tot I to lo 1Qr3f3f I 1t 1l . . rt*aa aa ACCESS Access shall be provided via private streets at the east and west ends of the development. Drive aisles for these streets are proposed at 30 feet. The easterly private street will be named. GRADING Primary grading for the entire site will be done in conjunction with the subdivision. Only final grading elevations will be completed as part of the building permit process. 'taaIaaataaa lr'r' at a atu a I a (} a a a a Holasek Business Park November 20,2018 Page22 " : ' "- ::,:. \ rt' ,:7 T DRAINAGE AND EROSION CONTROL The proposed development will exceed one (l) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). All erosion control shall be installed and inspected prior to initiation of site grading activities. LAIIDSCAPING Minimum requirements for overall landscaping at the proposed development includes 49,972 sq. ft. of landscaped area around the parking lots, 104 landscape islands or peninsulas, and 199 trees for the parking lot. The applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. r: rl,.ri: t\ 4:, t"'l,' I -"L**-ffi .lr'll ffi,:uurn. Iflrl . , ,,, Holasek Business Park November 20,2018 Page23 Required Proposed Revised Vehicular use landscape area 49,972 sq.ft.> 49,972 sq.ft. Trees/parking lot I 99 trees 83 shade trees 181 overstory 19 understory Islands or peninsulas/parkine lot 39 islands/peninsulas 39 islands/peninsulas The applicant does not meet minimum requirements for trees and landscaping in the parking lot area. Staff recommends that the applicant increase landscaping quantities to meet minimum requirements. When broken down for each lot, the requirements are shown in the table below. LOT 1 Required Proposed Revised Vehicular use landscape area 16,518 sq.ft.> 16,518 sq. ft. Trees/parking lot 66 trees 26 Trees 57 overstory 11 understorv Islands or peninsulas/parking lot l6 islands/peninsulas 18 islands/peninsulas LOT 2 Required Proposed Vehicular use landscape area 14,078 sq. ft.> 14,078 sq. ft. Trees/parking lot 56 trees l5 trees 47 overstory 8 understory Islands or peninsulas/parkine lot l0 islands/peninsulas 8 islands/peninsulas LOT 3 Required Proposed Vehicular use landscape area 19,375 sq. ft.> 19,375 sq. ft. Trees/parking lot 77 trees 42Trees 77 overstory Islands or peninsulas/parkine lot l3 islands/peninsulas l3 islands/peninsulas The applicant comes up short by I l6 on the minimum number of trees required for parking lot landscaping. By changing understory to overstory selections, an additional quantity of almost 40 trees could be added to the applicant's proposed minimums. Additionally, a line of overstory trees on Lot 3 could be moved closer to the parking area and counted for required landscaping. When adding additional trees to the overall landscape plan, the applicant shall maintain diversity in the plant schedule. The city can approve additional species selections, if appropriate, not listed in the city's Approved Tree List. Holasek Business Park November 20,2018 Page24 Japanese beetles have become an issue in new plantings. The beetles can completely defoliate a young tree and severely compromise its future health. Lindens are especially conceming since it is a preferred food choice of the beetles and chemical application to prevent beetle feeding on these trees can be fatal to honey bees, which are frequent visitors to lindens during bloom time. An illtimed chemical application can kill hundreds of bees. This proposed landscape plan shows a large number of lindens and elms planted in blocks, both of which can be heavily attacked by Japanese beetles. The applicant should consider limiting the number of lindens called for in the plant schedule and avoiding planting elms and lindens in groupings. Snow storage on a site can damage landscaping if not planned for appropriately. Ensuring that there are various clear areas around the perimeter for snow storage will prevent damage to the proposed plantings. The applicant should designate snow removal/storage areas on each lot that do not conflict with proposed landscaping. Parking lot islands located in the pipeline easement should be considered for small shrub or perennial plantings to enhance green space in the parking lot. Plantings under three feet can be installed in islands which will comply with pipeline easement restriction. Including landscaping features in the islands will improve aesthetics and reduce some stormwater runoff. All parking lot islands and peninsulas that contain atree planting must have an inside width of 10 feet. They also will be required to have proper planting soil as specified in the Planting Notes. LIGHTING/SIGNAGE The applicant is proposing 25-foot tall light poles on three-foot tall concrete piers along the parking area. Wall-pack lighting units are proposed as well as decorative area lights. All fixtures must be shielded, high-pressure sodium or light-emitting diode (LED), with a total cutoff angle equal to or less than 90 degrees. Wall-mounted lighting shall be shielded with a total cutoff angle equal to or less than 90 degrees Monument signs are proposed at the private street entrances to the site. Each monument may be eight feet tall with a sign display area of 64 square feet. Wall mounted signs are proposed above the entrances to the building. Each business is permitted one wall mounted sign per street frontage. Separate sign permit applications are required for each sign. MISCELLANEOUS The building is required to have an automatic fire-extinguishing system. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota (if applicable). Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. Detailed occupancy and accessibility-related requirements will be addressed when complete building plans are submitted. The owner andlor their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. The building will be subject to the State Building Code in effect on the date of permit application (2015 MN Building Code). Holasek Business Park November 20,2018 Page25 STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Sec. l9-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." These standards include abstraction of runoff and water quality treatment resulting in the removal of 90%o total suspended solids (TSS) and 60oh total phosphorous (TP). UTILITIES Utilities for the site are being provided as part of the subdivision process. Final connections shall be done in conjunction with the building permit process. COMPLIANCE TABLE *Proposed building areas. They include an 18,000 sq. ft. mezzanine in Building A. **Alternate building areas, if Building A does not get the mezzanine. @Parking Standards: Office:5/1,000 sq. ft. for first 50,000 sq. ft., 411,000 sq. ft.next 50,000 sq. ft.,311,000 sq. ft. over 100,000 sq.ft.; Warehouse: 1/1,000 sq.ft.first 10,000 sq.ft.then 1/ 2,000 over 10,000 sq. ft. Building Setbacks: Front:30 ft., Side: 10 ft.; Rear: 10 ft.; 20 ft. from gas line easement Parking Setbacks: Front : 30 unless screened, then may be l0 ft. unless adjacent to another parking lot; Side and rear: l0 ft. unless adjacent to another parking lot Wetland Setbacks: To be determined Parcel Area Buildine Buildine Area* Buildine Area** Heieht/Hard Cover Parking Code 43,560 sq.ft. I ac. 50 ft. 70%@ Lot I 544,064 sq.ft. I 12.49 ac A 179,500 sq. ft. 161,500 sq.ft. 36 ft.69%257 Lot2 434,293 sq. ft. 19.97 ac B 109,250 sq. ft. 709,250 sq. ft. 36 ft.67%207 Lot 3 606,791sq. ft. I 13.93 ac C 160,600 sq. ft. 178,600 sq. ft. 36 ft. 70%269 Outlot A 554,346 sq.ft. I 12.73 ac. Open Space/Storm water ponds 0% Total 2,149,494 sq. ft.1 49.35 ac. 449,350 sq. ft. 449,350 sq. ft. 5t%733 Holasek Business Park November 20,2018 Page26 Due to the wetland in the southwest corner of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the rezoning of the property from Agricultural Estate District, A-2,to tndustrial Office Park, IOP; Preliminary Plat approval creating three lots and one outlot with access via a private street; a Wetland Alteration Permit to fill wetlands on site; and Site Plan approval for three office industrial buildings for a total of 449,350 square feet, plans prepared by Sambatek, dated ll-02-2018, and Edward Farr Architects, dated 10-19-2018, subject to the following conditions: SUBDIVISION Engineering All ingress/egress locations, including the right-in/right-out access located at the northwestern portion of the property, and subsequent impacts of trip generation by the development, shall be designed to Carver County standards and shall meet all Carver County's requirements. Any requirements set by Carver County to improve the intersection shall be addressed by the applicant (if necessary). The applicant shall dedicate the 40' x 120' drainage and utility easement at the northwest corner of Lot I on the preliminary and final plat prior to recording. An executed agreement between the developer and Magellan Pipeline Company allowing construction over Magellan Pipeline Company's easement shall be provided to the city prior to the issuance of grading permits. The preliminary and final plat shall not include the 5' drainage and utility easements located at the south side of Lot 2, and the north side of Lot 3, prior to acceptance and recording. All retaining walls exceeding 4' in height shall have plans and details prepared by a registered engineer or landscape architect prior to issuance of building permits. At the time of building permit submittal, connection methodology to the existing stubs (sanitary sewer and water services), material type, and location of service valves and other appurtenances shall be identified for review. Prior to construction of the water and sanitary utilities within the development, all required permits from the appropriate regulatory agencies shall be required. Holasek Business Park November 20,2018 Page27 An O&M plan shall be submitted for review and approval prior to the issuance of building permits. ioft Improvements to the existing manhole where the effluent will be received via the lift station. Parks Full park fees in lieu of parkland dedication and/or trail construction shall be collected for the three proposed lots totaling36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. Planning A 40-foot access and maintenance easement shall be recorded over the private streets. The private streets shall be constructed to a nine-ton design with a minimum pavement width of 26 feet and a maximum slope of 10 percent. A street name for the private street at Galpin Boulevard and Lyman Boulevard shall be submitted to the Building Official and Fire Marshall for review and approval prior to recording the final plat. Water Resources Coordinator Stormwater Development Charges. Estimated stormwater development fees in the amount of $770,012.40 (36.39 acres x $21,160) shall be paid prior to recording the finalplat. Financial Assurance. To guarantee compliance with the plan and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be furnished to the city before a building permit is issued. The escrow amount shall be $7,500.00 per acre. The city may use the escrow or draw upon the letter of credit to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or in implementing the plan. If the city draws on the escrowed funds, no additional building permits shall be issued until the pre-draw escrow balance has been restored. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal of erosion and sediment controls. Drainage and utility easements will be required over all rernaining wetlands and public stormwater utilities. This includes the western boundary of the project as well as the southwest corner of the parcel which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). Private stormwater easements will be required over all private stormwater facilities using the city's template (required in conjunction with final plat). Holasek Business Park November 20,2018 Page28 The Holasek Business Park construction plans show areas of grading over the main stormwater pipe that runs north to south along the western property boundary. Construction on this pipe may be planned for the next couple of years. Please coordinate earthwork in this area with the city and Carver County Public Works Department. The plans show significant grading in the south outlot. Sec. 19-145 of City Code does not allow unbroken slopes greater than 30' and slopes steeper than 3:1 . Additionally, the proposed grading would trigger bluff regulations Sec. 20-1401 and Sec. 20-1405. Staff recommends removing the stockpile from the proposed plans. If the stockpile cannot be removed it will need to be reduced to slope less than 20' ,3: I max. It must meet all other regulatory requirements for wetland hydrology, erosion and sediment control, and surface water management. Erosion and sediment control must meet the requirements of Sec. 19-145 including a dewatering plan. Erosion and Sediment Control Practices including temporary sedimentation basins, silt fence, the construction entrance, and ESC BMPs are shown in the legend on sheet C5.02, but not on the plans. Indicate the location of these practices on the Erosion Control Plan sheet. EOFs should be stabilized with TRM or similar. Include chosen stabilization measures in the construction plans. Temporary Sediment Ponds. The proposed stormwater ponds will need to be utilized as temporary sediment ponds during construction. A faircloth skimmer will need to be installed, and the outlets of the pond will need to be sealed off for the duration of construction until the site is stabilized. Skimming devices should be designed to remove oils and floatable materials up to a one-year frequency event. The skimmer should be set 12 inches below the normal surface water elevation and should control the discharge velocity to 0.5 fps. Incorporate these notes and details into the construction plans. Topsoil Management a. Subsoil Decompaction. Please add a note about subsoil decompaction to the topsoil section on sheet LI.03. Subsoil must be decompacted to a depth of six inches in all pervious areas, prior to placement of six inches of topsoil. Contractor must identiff the method used to decompact six inches of subsoil prior to placing topsoil. b. Topsoil Depth. Note 5 under Turf Establishment on sheet Ll.03 reads that a minimum of four inches of topsoil is required. CCWMO Standards require that six inches of topsoil be replaced in all disturbed pervious areas. Update this note to reflect the six inch requirement. c. Stockpiles. Please indicate the quantity of topsoil needed to restore six inches in all pervious areas of the development. Show location(s) where existing topsoil is to be stockpiled on the site. d. Soil Hauling. Describe topsoil hauling plans, including locations and estimated quantities. Note that if topsoil is exported or imported to the site, an additional permit may be required. Holasek Business Park November 20,2018 Page 29 e. Vegetative Cover. Note 5 under Turf Establishment on sheet L1.03 refers to a healthy stand of vegetation in all disturbed pervious areas of the development. Please note that 90o/o of the expected vegetative density is required. Stormwater Management Sec.19-142. Plans required. All plans shall be reviewed and stamped "Approved by the City Engineer" and all applicable permits must be obtained prior to commencing construction. For all newly constructed stormwater facilities (ponds, retention areas, infiltration basins, storm sewer, etc.) or existing facilities that are modified, as-built plans shall be prepared by the developer. As-built plans shall be signed and certified by a licensed professional engineer in the State of Minnesota and record drawings shall be provided to the city. Standard details for many typical storm structures (e.g., storm sewer, outlet structures, catch basins, sump manholes, etc.) are available on the city's website. Sec. 19-144. Major facility design elernents. a. For basins intended to have permanent water levels, a minimum of four feet of standing water (dead storage depth) and a maximum of ten feet shall be provided. b. Separation between the inlet(s) and outlet shall be maximized to prevent short-circuiting. c. Outlets shall be evaluated for the need to dissipate energy so as to reduce velocities to permissible levels as allowed by the soil and vegetation. At a minimum, flared-end sections should be provided with riprap consistent with Minnesota Department of Transportation standards. For areas with high flows or where excessive erosion occurs or is anticipated, energy dissipation per Federal Highway Administration standards shall be followed. d. Riprap shall be provided below the channel grade and above the outfall or channel bottom to ensure that riprap will not be undermined by scour or rendered ineffective by displacement. Riprap consisting of natural angular stone suitably graded by weight shall be designed for anticipated velocities. Riprap shall be placed over a suitable filter material or filter fabric to ensure that soil particles do not move through the riprap and reduce its stability. BMP Details. Include the following BMP details in the construction plans: a- BMP Cross Sections. Include site-specific elevations on the Bioretention Bench and Bioretention Trench details on sheet C4.02. b. OCS Details. Include Outlet Control Structure Details (attached) for the stormwater BMPs with specific elevations for inlets, outlets, and draintile (when applicable). Holasek Business Park November 20,2018 Page 30 c. BMP Profiles. Include profiles of the stormwater BMPs with draintile (Pond B Filtration Bench and Filtration Trench) showing draintile slope. Please note that all draintile must have a positive drainage slope of at least 0.5%. Include site-specific invert elevations for assistance with field construction. d. EOF elevations. EOF elevations should be set to at least 0.5 ft. above the HWL to allow for construction tolerance. Include cross-sections of the EOFs in the plan set. Impervious Acreage. The area (ac) of proposed new impervious is inconsistent between the application (25.10), stormwater report (27.5), project narrative (25.08), plan sheet C5.03 (28.4), and HydroCAD model (25.34). Clarify the correct area of new impervious and update components of the submittal to match. Elevation-Storage Tables. Include the Filtration Bench bottom (should be 928.5) in the elevation- storage table in the HydroCAD report so that the treatment volumes can be determined for the ponds, bench, and re-use system. Filtration Trench. The filtration trench design is not compliant in the current design. a. Contributing Area. The filtration trench appears to receive runoff from pervious areas only. Stormwater BMPs should capture and treat runoff from impervious areas on the site. b. Tree Roots. The filtration trench is proposed in an area that is wooded on the landscape plan. Trees may be planted on the side-slopes or adjacent to the trench but are not allowed in the trench bottom. Tree roots may impact the draintile and prevent proper drainage. c. Model and Plan Details. The filtration trench is not included in the HydroCAD model and the construction plans do not show details (bottom, NWL, HWL, OCS, EOF) for this BMP. Please include the details listed in Comment #2 above and include information for this practice in the construction plans and HydroCAD model. Operation & Maintenance Plan (O&M). Provide a draft O&M plan outlining the responsibilities for inspecting and maintaining the stormwater BMPs on site. The O&M plan must be signed by all responsible parties. a. Reuse Maintenance Plan. Provide a draft Reuse Maintenance Plan as part of the overall O&M plan. Please include all details outlined in the corresponding section on the Stormwater Reuse Design Guidance document. Reuse Plan Sheet. Please add the following information to the stormwater reuse plan: a. Location of the following reuse system components: irrigation lines, irrigation zones, sprinkler heads, pumps, intakes from ponds, and usage meters. If applicable, include the locations of the potable connection, backflow prevention devices, filters, and debris collection sumps. Holasek Business Park November 20,2018 Page 31 b. Narrative describing operation of the systems. If the irrigated areas will be actively used during daytime hours, the irrigation needs to be scheduled for times when the areas will not be in use. c. Location of access for reuse system maintenance. d. Drawdown elevations of the reuse ponds. e. Volume reduction andlor water quality calculations. f. Other information relevant to the reuse systems. SWPPP. A copy of the SWPPP including soils/infiltration data within the perimeter of all infiltration/filtration devices is required prior to review for final plat. The SWPPP must also meet all requirements of City Code 19-145. Basin. There is a bioretention basin south of Lyman Boulevard in the road construction plans. Please show this basin on the construction plans for Holasek Business Park and demonstrate that the road project plans don't interfere with this project. Chloride Management Plan. A chloride management plan is required. Applicant will need to respond to the comments received by Twin Cities & Western (Wednesday, October 24,2018 6:39 AM): "In response to this proposal Twin Cities & Western offers the following comment: Twin Cities & Western has concerns of stormwater and general runoffimpacts with this land being developed making it non-pervious. What will happen to the stormwater runoffand will the increased runoffadversely impact the railroad roadbed? " SITE PLAN Engineering Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources inanee- .Additionaltreespecieswillneedtobeaddedratherthan increasing quantities of existing selection. Holasek Business Park November 20,2018 Page 32 prepesed{€nds€apin€. ^tt parking tet isl#lds +*-+nefa+se Parking lot islands and peninsulas will be required to have proper planting soil as specified in the Planting Notes. @ Planning The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. Community features including benches, bike racks and picnic tables shall be incorporated in the site. Due to the wetland in the southwest comer of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator Must comply with the conditions of the Wetland Alteration Permit. WETLAND ALTERATION PERMIT a. Sec. 20-409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, andlor type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. b. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-411(c) and (d) c. Sec.20-416. Mitigation. Wetland mitigation shall be undertaken on-site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then d. Holasek Business Park November 20,2018 Page 33 mitigation may occur outside the subwatershed, elsewhere in the city. If mitigation cannot be accomplished on-site, or if the city deems it necessary to perform mitigation off-site, then the applicant shall be responsible for providing off-site mitigation within the major subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state wetland bank. Staff believes mitigation can occur on site by expanding the wetlands in the south outlot. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by this Code. If a wetland alteration permit is issued allowing wetland alteration, the following standards shall be followed: (1) The alteration will not have a net adverse effect on the ecological and hydrological characteristics of remaining wetland; (2) It shall be located as to minimize the impact on vegetation; (3) It shall not adversely change water flow; (4) The size of the altered area shall be limited to the minimum required for the proposed action; (5) The disposal of any excess material is prohibited within remaining wetland areas; (6) The disposal of any excess material shall include proper erosion control and nutrient retention measures; (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning; (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area and/or function and value of the wetland. f. The alteration shall not alter the hydrological pattems in the remainder of the wetland, if a portion of the wetland remains, unless exempted under Sec.20-417. Please show how hydrologic patterns will not be altered for the remaining wetlands. g. Sec. 20-405. Wetland delineation. An electronic copy of the delineated wetland boundaries must be submitted in a format compatible with the city's GIS database. that have net been previeusly elassified shall be elassified using the re"ults &em the Minneseta i, lrr appreved Netiee fuUy pa*ieipatery l j, Staff reYiew will k. l. Holasek Business Park November 20,2018 Page 34 nasee en tne suUmiss $fe+.I+,ppli€ation A grading permit cannot be issued until the applicant has completed the WCA process. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on-site. Please indicate wetland buffers widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the guidance document attached. The WMO provides signs and sign posts for the cost of materials. Altemative signs (by the city or applicant) are also acceptable provided they contain similar information. M m. Sec. 19-146. Wetland elements. Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegetation. Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. 3) Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity of plants and wetland inhabitants for wetland mitigation sites and stormwater basins. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application 3. Holasek Business Park Sheets Cover Sheet A0, Existing Conditions C2.01-C2.03, Site Plan C3.01, Grading Plan, Erosion Control C4.01-C4.02,C5.01-C5.03, C6.01, Landscaping Plans Ll.01-L2.01, Architectural A1-A3 and Electrical 1 4. Magellan Midstream Partners Agency Response Letter Dated November 12,2018 5. Public Hearing Notice and Mailing List 1) 2) g:\plan90l8 planning cases\I8-18 holasek business park\staffreport holasek business park.docx 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Eden Trace Corporation and Holasek Farms, LLC for Rezoning, Preliminary Plat, Wetland Alteration Permit and Site Plan Review. On November 20, 2018, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corporation and Holasek Farms, LLC for a Rezoning from Agricultural Estate District, A2 to IOP; Preliminary Plat approval creating three lots and an outlot; approval of a Wetland Alteration Permit; and Site Plan approval for a total of 449,350 square feet in three office industrial buildings. The Planning Commission conducted a public hearing on the proposed rezoning, subdivision and variance preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Agricultural Estate District (A2). 2. The property is guided in the Land Use Plan for Office Industrial use. 3. The legal description of the property is: (See Exhibit A) 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city Comprehensive Plan since the zoning is consistent with the land use designation of the property, utilizes available infrastructure and provides business opportunities. b. The proposed use is or will be compatible with the present and future land uses of the area, which are office industrial uses to the west and north, an arterial roadway to the north and is buffered from the single-family homes by distance and landscaping. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance, subject to the conditions of approval for the subdivision, wetland alteration and site plan review. d. The proposed use will not tend to or actually depreciate the area in which it is proposed since the use is similar to surrounding uses. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity since adequate infrastructure is available to the site. 2 f. Traffic generation by the proposed use is within capabilities of streets serving the property. 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision complies with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's Comprehensive Plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record, but will provide additional required easements; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 6. When approving a Wetland Alteration Permit the city must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Sec. 20-232, include the following 12 items: a. The proposed development will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The developer shall mitigate any wetland impacts. b. The proposed development will be consistent with the objectives of the city's Comprehensive Plan and this chapter. The developer shall meet all water quality standards required of it. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The project proposes the development of a business park, which are currently existing to the west and north of this parcel. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. The project proposes the development of an office / warehouse business park. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse 3 disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. The developer shall preserve the southern outlot as permanent open space. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. The development shall provide additional economic and employment opportunities for the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Primary access is provided via a signal controlled intersection. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed development will be aesthetically compatible with the area. The project proposes the development of office industrial buildings similar to those in the development to the north and west. k. The proposed development will not depreciate surrounding property values. The project proposes the development of office industrial uses similar to those in the development to the north and west. l. The proposed development will meet standards prescribed for certain uses as provided in Chapter 20, Articles IV, VI, XIV, Division 1, and XXXI of the Chanhassen City Code. 7. Site Plan Review a. Is consistent with the elements and objectives of the city's development guides, including the Comprehensive Plan, official road mapping, and other plans that may be adopted; Finding: The proposed development is with the elements and objectives of the city's development guides as well as meeting the design standards for Industrial Office Park developments. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; Finding: The site has been significantly altered by previous grading on the parcel. 4 The proposed development is in keeping with the general appearance of the neighboring developed areas. d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; Finding: The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and traffic circulation. 8. The Planning Report #2018-18 dated November 20, 2018, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the rezoning of the property from Agricultural Estate District, A-2, to Industrial Office Park, IOP; Preliminary Plat approval creating three lots and one outlot with access via a private street; a Wetland Alteration 5 Permit; and Site Plan approval for three office industrial buildings with a total of 449,350 square subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 20th day of November, 2018. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its Chairman 6 EXHIBIT A Legal Description The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; AND That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; AND The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; AND That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains; thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning; EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; 7 AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast corner thereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof; AND All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. 3o( 6^ lB K' COMMUNITY DEVELOPMENT DEPARTMENT Planning Division -7700 Market Boulevard Mailing Address - P.O. Box 147 , Chanhassen, MN 55317 Phone: (952)227-1300 / Fax: (952)227-1110 APPLICATION FOR Submittarout", l0 ' tQ - (Y pc Date: t\ - )O t X DEVELOPMENT REVIEW ccDate: t a^ (O' i 8 60-DayReviewDate: CITY OT CIilI'IIIASSII\I le - (8- (t (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) tr tr tr a Comprehensive Plan Amendment ..... $600 Z E Minor MUSA line for failing on-site sewers..... $100 Conditional Use Permit (CUP) I Singte-Family Residence ................................ $325E rut others......... ........ $425 lnterim Use Permit (lUP) E ln conjunction with Single-Family Residence.. $325n rut others......... ........ $425 Rezoning (REZ) ! Planned Unit Development (PUD) .................. $750 tr E MinorAmendment to existing PUD................. $100E rut others......... ........ $500 tr Sign Plan Review........ ... $150 Z Site Plan Review (SPR) E Administrative........... ................... $100 E Commercial/lndustrial Districts. .. $500 Plus $10 per 1 ,000 square feet of building area:( 289 thousand square feet) *lnclude number of exlsllnq employees: _*lnclude number of new employees: I Residential Districts. ....................$500 Plus $5 per dwelling unit (_ units) Subdivision (SUB) E Create 3lots or |ess............. .......$300 E Create over 3 lots .......................$600 + $15 per lot ( 4 lots) E Metes & Bounds (2 lots) ..............$300 E Consolidate Lots....... ...................$150 E t-ot Line Adjustment............... ......$150 f] Fina|P1at.............. ....$700 (lncludes $450 escrow for attorney costs)* .Additional escrow may be required for other applications through the development contract. Vacation of Easem ents/Rig ht-of-way (VAC)........ $300 (Additional recording fees may apply) Wetland Alteration Permit (WAP) fl Single-Family Residence............................... $1 50E rutothers......... ......$275 fl Zoning Appeal .............. $100 ! Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. n Z Z a Z Property Owners' List within 500' lcity to generate after pre-application meeting) ........$S per address ( 40 addresses) Escrow for Recording Documents (check all that apply).......... ...................jj:. $50 per document E Conditional Use Permit f] lnterim Use Permit E Site Plan Agreement E Vacation E Variance @ Wetland Alteration Permit fl Metes & Bounds Subdivision (3 docs.) n Easements ( easements) ! Deeds TOTAL FEE: $5'245'00 Description of Proposal: Three office/warehouse buildings and related parking lots, utility services, and stormwater management ponds. SW of Lyman Blvd. (CSAH 18) & Galpin Blvd.Property Address or Location: parcel #: 250210100 Total Acreage: Legal Description:See attached ALTA survey :1"J, J',l'"[il:il,,{;:,ffi ."' tffiHttlflLRss'en- 49.00 Wetlands Present? Z Yes E ruo Present Zoning: Agricultural Estate District (A2) ECfreck box if separate narrative is attached. Requested Zoning:lndustrial Office Park District (lOP) OcT t I20ts CHANHASSEN ilflIIIilG DEPT Section 1:all that APPLICANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. lf this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name:Eden Trace Corporation Contact: Phone: Mark Undestad Address:BB21 Sunset Trail City/State/Zip: Email. Chanhassen / MN / 5531 7 (612) 803-6970 mark@edentrace.com Cell: Fax: signature: Y1^-.=€- Date:tO- tf -19 PROPERTY OWNER: ln signing this application, l, as property owner, have full legalcapacity to, and hereby do, aulhorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. A ? Phone: N trF Sambatek, lnc.Contact:Pete Moreau Address:12800 Whitewater Drive (763) 476-6010 City/StatelZip: Email: Minnetonka/MN/55343 Phone: Cell: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) pmoreau@sambatek.com Who should receive copies of staff reports?*Other Contact lnformation : Name: Edward Farr Architects, lnc. (attn: Ed Farr) Address: 7710 Golden Triangle Drive Citv/State/Zio: Eden Prairie / MN / 55344 Email:e.farr@edfarrarch.com aaaa Property Owner Applicant Engineer Other* Via: Via: Via: Via: E Email El ruaiteo Paper Copy E] Emait EJ trlaiteo Paper Copy E Email E wtaileo Paper Copy E Email E tvtaiteo Paper Copy INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SUBMIT FORM Section 3:Owner and lnformation Name:Contact: Address: City/State/Zip:Cell: Fax:Email: Signature: Fax: Section 4: Notification lnformation SAVE FORM PRINT FORM VICINITY MAPSITEGalpin BlvdDEVELOPER:EDEN TRACE CORPORATION8821 SUNSET TRAILCHANHASSEN, MN 55317PHONE: 952-361-0722CONTACT: MARK UNDESTADARCHITECT:EDWARD FARR ARCHETECTS7710 GOLDEN TRIANGLE DRIVEEDEN PRAIRIE, MN 55344PHONE: 952-943-9660CONTACT: DON ANDERSENCIVIL ENGINEER:SAMBATEK12800 WHITEWATER DR, STE 300MINNETONKA, MN 55343PHONE: 763-476-6010CONTACT: PETE MOREAUSURVEYOR:LANDSCAPING:SAMBATEK12800 WHITEWATER DR, STE 300MINNETONKA, MN 55343PHONE: 763-476-6010CONTACT: CRAIG JOHNSONSAMBATEK12800 WHITEWATER DR, STE 300MINNETONKA, MN 55343PHONE: 763-476-6010CONTACT: WILLIAM DELANEYHolasek Business Park8610 Galpin BoulevardChanhassen, MNCIVILARCHITECTURALSHEET INDEX:A0 COVER SHEETC2.01 EXISTING CONDITIONS - SHEET 1C2.02 EXISTING CONDITIONS - SHEET 2C2.03 PRELIMINARY PLATC3.01 SITE PLANC4.01 GRADING PLANC4.02 GRADING NOTESC5.01 PHASE I EROSION CONTROL PLANC5.02 PHASE II EROSION CONTROL PLANC5.03 EROSION CONTROL NOTES & DETAILSC6.01 UTILITY PLAN A1 ARCHITECTURAL SITE PLANA2 BUILDING A FLOOR PLAN / ELEVATIONSA3 BUILDING B FLOOR PLAN / ELEVATIONS /SITE SECTIONSLANDSCAPINGL1.01 LANDSCAPE PLANL1.02 SHRUB PLAN NORTHL1.03 SHRUB PLAN SOUTH & DETAILSL2.01 TREE PRESERVATION CANOPY PLANELECTRICAL1 of 1 SITE LIGHTING PHOTOMETRIC PLANSheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt11/2/2018 12:45:45 PMA018.066COVER SHEETHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASPR 10-19-2018SPR - REV 1 11-02-2018 BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD. (C. S. A. H. NO. 18)GALPIN BL V D . (C. S. A. H. N O . 1 1 7 )E X C E P T I O N100.0' 100.0' 10 0 . 0 ' Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C2-EXCND.dwgC2.01EXISTINGCONDITIONSSHEET 1ProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/20182127411/02/18JMWCity ResubmittalOVERHEAD ELECTRICAL WIRELIGHTSANITARY SEWERSTORM SEWERWATERMAINUNDERGROUND ELECTRICGUY ANCHORUTILITY POLEGUARD POSTUNDERGROUND TELEPHONEUNDERGROUND GASCHAIN LINK FENCEWOOD FENCEBUILDING LINECONCRETE CURBBITUMINOUS SURFACECONCRETE SURFACEWET LANDSIGNTRAFFIC MARKERSPOND / WATER LINEFEMA FLOOD ZONE LINESOIL BORINGTREE LINEFOUND MONUMENTFOUND CAST IRONMONUMENTEASEMENT LINESETBACK LINERESTRICTED ACCESSFOUND RIGHT-OF-WAYMONUMENTSET MONUMENTMARKED LS 21729SECTION LINEUNDERLYING / ADJACENT LOTTIE LINEBOUNDARY LINEDEED DISTANCE(100.00)CONIFEROUS TREETRANSFORMERBUILDING CANOPYREGULAR PARKINGSTALL COUNTGAS METERCOMMUNICATIONS MANHOLEELECTRIC MANHOLEGAS MANHOLEELECTRIC METERTELEPHONE PEDESTALCABLE TV BOXGATE VALVE / HYDRANTSANITARY MANHOLECLEAN OUTSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONSPOT ELEVATIONCONTOURRETAINING WALLBLOCK RETAINING WALLSTONE RETAINING WALLRIGHT-OF-WAY LINEWIRE FENCEDECIDUOUS TREE##0NORTHSCALE IN FEET0NORTHSCALE IN FEET601201.SUBJECT PROPERTY IDENTIFICATION NUMBER IS 25.0210100.2.THE GROSS AREA OF THE SUBJECT PROPERTY IS 2,204,158 SQ. FT. OR 50.601 ACRES.1.SURVEY COORDINATE BASIS: CARVER COUNTY COORDINATE SYATEM NAD 83 (1986)2.FIELD WORK WAS COMPLETED ON 10/4/2018.3.The vertical datum is based on NAVD88.BENCHMARK #1TNH LOCATED AT THE NORTHEAST R.O.W. OF GALPIN BLVD & ENGLER BLVD.ELEV = 960.22BENCHMARK #2TNH LOCATED AT MNDOT R.O.W. MARKER NO. B65ELEV = 953.05LEGENDDESCRIPTIONPROPERTY SUMMARYSURVEY NOTESThe South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County,Minnesota;ANDThat part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota,described as follows:Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feetmore or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly,along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feetalong said West line of said Section 15, to the point of beginning;ANDThe Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota;EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of wayline of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company;ANDThat part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described asfollows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chainsWest of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains;thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter ofthe Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning;EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago,Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road;AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of StoneCreek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota;AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registeredland described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North,Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearingof North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutesEast a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast cornerthereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the pointof beginning, according to the Government survey thereof;ANDAll that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way ofthe Chicago, Milwaukee, St. Paul and Pacific Railroad Company. TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TWIN CITIES & WESTERN RR CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . )E X C E P T I O NE X C E P T I O N100.0 ' Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C2-EXCND.dwgC2.02EXISTINGCONDITIONSSHEET 2ProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/20182127411/02/18JMWCity ResubmittalXXXOVERHEAD ELECTRICAL WIRELIGHTSANITARY SEWERSTORM SEWERWATERMAINUNDERGROUND ELECTRICGUY ANCHORUTILITY POLEGUARD POSTUNDERGROUND TELEPHONEUNDERGROUND GASCHAIN LINK FENCEWOOD FENCEBUILDING LINECONCRETE CURBBITUMINOUS SURFACECONCRETE SURFACEWET LANDSIGNTRAFFIC MARKERSPOND / WATER LINEFEMA FLOOD ZONE LINESOIL BORINGTREE LINEFOUND MONUMENTFOUND CAST IRONMONUMENTEASEMENT LINESETBACK LINERESTRICTED ACCESSFOUND RIGHT-OF-WAYMONUMENTSET MONUMENTMARKED LS 21729SECTION LINEUNDERLYING / ADJACENT LOTTIE LINEBOUNDARY LINEDEED DISTANCE(100.00)CONIFEROUS TREETRANSFORMERBUILDING CANOPYREGULAR PARKINGSTALL COUNTGAS METERCOMMUNICATIONS MANHOLEELECTRIC MANHOLEGAS MANHOLEELECTRIC METERTELEPHONE PEDESTALCABLE TV BOXGATE VALVE / HYDRANTSANITARY MANHOLECLEAN OUTSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONSPOT ELEVATIONCONTOURRETAINING WALLBLOCK RETAINING WALLSTONE RETAINING WALLRIGHT-OF-WAY LINEWIRE FENCEDECIDUOUS TREE##LEGEND0NORTHSCALE IN FEET0NORTHSCALE IN FEET60120 0.614 AC26,730 SF100.0' 100.0'100.0 ' 10 0 . 0 ' 100.0'LYMAN BLVD.LOT 1BLOCK 1LOT 2LOT 3OUTLOT A5'10'10'5'5'5'5' 5'5'5'5'5' 5' 5' 5' 10' 10' 10'LYMAN BLVD.0.866 AC 37,737 SF9.971 AC434,326 SF13.928 AC606,708 SF12.736 AC554,767 SF12.486 AC543,890 SFProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/20182127411/02/18JMWCity ResubmittalPROPOSED LOT 1, BLOCK 1 =543,890 SQ. FT. OR 12.486 ACRESPROPOSED LOT 2, BLOCK 1 =434,326 SQ. FT. OR 9.971 ACRESPROPOSED LOT 3, BLOCK 1 =606,708 SQ. FT. OR 13.928 ACRESOUTLOT A =554,767 SQ. FT. OR 12.736 ACRESRIGHT OF WAY =64,467 SQ. FT. OR 1.480 ACRES1.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.2.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITYEASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND PONDS.3.THE BEARING SYSTEM IS BASED ON THE CARVER COUNTY COORDINATE SYSTEM, NAD83 (1986ADJUST) . WITH AN ASSUMED BEARING OF SOUTH 57 DEGREES 36 MINUTES 33 SECOND WEST FORTHE NORTHWESTERLY LINE OF THE TWIN CITIES & WESTERN RR CO.PROPERTY SUMMARYDEVELOPMENT NOTES0NORTHSCALE IN FEET0NORTHSCALE IN FEET100200DESCRIPTIONThe South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County,Minnesota;ANDThat part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota,described as follows:Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feetmore or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly,along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feetalong said West line of said Section 15, to the point of beginning;ANDThe Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota;EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of wayline of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company;ANDThat part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described asfollows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chainsWest of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains;thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter ofthe Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning;EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago,Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road;AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of StoneCreek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota;AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registeredland described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North,Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearingof North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutesEast a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast cornerthereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the pointof beginning, according to the Government survey thereof;ANDAll that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way ofthe Chicago, Milwaukee, St. Paul and Pacific Railroad Company. Nov 02, 2018 - 1:13pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C2-PPLAT.dwgC2.03PRELIMINARYPLAT LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'PROPOSED BUILDING A161,500S.F.FFE=945.0PROPOSED BUILDING B109,250 S.F.FFE=941.5PROPOSED BUILDING C178,600 S.F.FFE=940.5100.0'121415141415162211152211143014143014132815171415257 STALLS207 STALLS269 STALLS18'26'18'26'18'10.7'950'10.7'18'30'18'10'950'28.7'30'18'26'36'26'18'12.7'115'190'170'12.7'26'18'30'26' 12.7'188'10'91811'18'139'818' 56.7'42.1' R1 5 ' R 3 4 ' R100'R20'26' 50'20'50'20'R15'R5' R 3 'R3'R8 'R8'R4.5'27' R 1 0 'R10'R15'R20'R10'R10'R15'10' PARKING SETBACK10' PARKING SETBACK B13.9'15R20'50'R230'R20'R20' 26'R40'R50'R75'R15'R34'R50'30' R 2 0 'R10'R20'R25'R6.8'R 1 0 'R10'R40'R20'R10'R30'R10'10.9'AAAAATYPATYPAR5'14.7'R5'R 5 '11.5'30'R 5 . 7 'R5.7'11.5'TYPR5'R5'R5'9'TYPATYPATYPAATYPATYPAAAAAAAAA18'26'18'10.7'950'10.7'18'30'21'30'8' TYP 8'8'8'8'TYP8'9'TYP8'8'8'TYP9'TYP8'TYP8'8'9'TYP 9' TYP 9' TYP 10141115159151512303030151515131311.5'TYPR5'R5' 11.5' 9' 11'9'11' 11.5'R5'R5'11.5'GGGGGGGII7JJSCALE IN FEET012060NORTH Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C3-SITE.dwgC3.01SITE PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity Resubmittal1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.2.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATERDRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB.COORDINATE WITH GRADING CONTRACTOR.4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFEXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCELOCATIONS.7.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS8.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHTPOLE.9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPEOF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THEMAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08%(1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADAROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUSTHE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR.11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY.LEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSAWCUT LINENUMBER OF PARKINGSTALLS PER ROWSIGNPIPE BOLLARDSTANDARD DUTYASPHALT PAVINGHEAVY DUTYASPHALT PAVINGCONCRETE PAVINGPROPERTY LIMITEXISTINGPROPOSEDKEY NOTEDEVELOPMENT SUMMARYDEVELOPMENT NOTESKEY NOTESWETLAND LIMITSTREELINEA.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)B.B-612 CONCRETE CURB AND GUTTERC.B-618 6CONCRETE CURB AND GUTTERD.CONCRETE APRONE.FLAT CURB SECTIONF.SEGMENTAL BLOCK RETAINING WALLG.ACCESSIBLE RAMPH.TRANSFORMERI.MONUMENT SIGN (SEE ARCHITECTURAL PLANS)J.CURB CUTXXXXTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.CONCRETE SIDEWALKAREAGROSS SITE AREAPROPOSED LOTSLOT 1LOT 2LOT 3OUTLOT ARIGHT OF WAYSETBACKSFRONT YARDREAR YARDSIDE YARDMINIMUM LOT SIZEMINIMUM FRONTAGEMINIMUM LOT DEPTHMAXIMUM LOT COVERAGEZONINGEXISTING ZONINGPROPOSED ZONINGCOMPREHENSIVE PLAN DESIGNATIONBUILDING REQUIREMENTSMAXIMUM BUILDING HEIGHTPROPOSED BUILDING HEIGHTPARKING SUMMARYBUILDING A - 179,500 GROSS SQUARE FEET80% WAREHOUSE USE: 143,600 SF @ 10 SPACES FOR FIRST 10,000 SFAND 1 SPACE / 2,000 SF THEREAFTER = 77 SPACES REQUIRED20% OFFICE USE: 35,900 SF @ 5 / 1000 SF = 180 SPACES REQUIREDSUBTOTAL BUILDING A: 257 SPACES REQUIREDPROVIDED PARKING: 257 SPACESBUILDING B - 109,250 GROSS SQUARE FEET70% WAREHOUSE USE: 76,475 SF @ 10 SPACES FOR FIRST 10,000 SFAND 1 SPACE / 2,000 SF THEREAFTER = 43 SPACES REQUIRED30% OFFICE USE: 32,775 SF @ 5 / 1000 SF = 164 SPACES REQUIREDSUBTOTAL BUILDING B: 207 SPACES REQUIREDPROVIDED PARKING: 207 SPACESBUILDING C - 178,600 GROSS SQUARE FEET80% WAREHOUSE USE: 142,880 SF @ 10 SPACES FOR FIRST 10,000 SFAND 1 SPACE / 2,000 SF THEREAFTER = 76 SPACES REQUIRED20% OFFICE USE: 35,720 SF @ 5 / 1000 SF = 179 SPACES REQUIREDSUBTOTAL BUILDING C: 255 CARS REQUIREDPROVIDED PARKING: 269 SPACESBUILDING AADA STALLS REQUIRED = 7 STALLSADA STALLS PROVIDED = 8 STALLSBUILDING BADA STALLS REQUIRED = 7 STALLSADA STALLS PROVIDED = 8 STALLSBUILDING CADA STALLS REQUIRED = 7 STALLSADA STALLS PROVIDED = 8 STALLSAGIOP - INDUSTRIAL OFFICE PARKOFFICE/INDUSTRIAL 50 FTSINGLE STORY, 36 FTIMPERVIOUSCOVERAGE8.60 AC (69%)6.70 AC (67%)9.78 AC (70%)BUILDING3.70 AC ( 30%)2.51 AC (25%)4.10 AC (29%)PARKING4.74 AC (38%)4.04 AC (41%)5.56 AC (40%)2,366,442 SF54.33 AC12.49 AC9.97 AC13.93 AC12.73 AC5.21 AC30 FT 10 FT 10 FT1 AC150 FT200 FT70%WARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'PROPOSED BUILDING A161,500S.F.FFE=945.0PROPOSED BUILDING B109,250 S.F.FFE=941.5PROPOSED BUILDING C178,600 S.F.FFE=940.59379379409399 4 0 9 4 0 9419409409389389399399419419419409409559 4 2 94 3 9 4 4 945 9 4 4 944944944941942943944940943944942943940938939941941 942943944940940940 941938938 943942928 942.25943.13943.32943.87944.38943.87944.48943.78943.58943.06943.06943.06943.08943.00943.15941.45942.87939.50938.30937.83939.50939.50939.25943.59943.76943.59944.30944.15944.12944.30944.30944.30944.17943.78944.17944.30943.44944.30943.65944.30944.30944.30943.43943.80944.17944.30944.30943.44944.30943.65944.30943.44943.81944.17944.30944.30943.22943.87944.30943.74943.32943.52943.20943.54943.34944.13944.50943.43943.22942.39943.36943.49944.09944.30941.02941.10941.31942.17941.28940.62939.97939.50940.10940.58940.80940.80940.40940.02940.26939.68944.30944.15944.07944.30943.65943.28943.73943.60944.65944.35944.72945.36945.97946.26944.13944.07944.87945.48945.74949.15948.58950.55951.65952.15951.85947.45947.75947.45949.10949.40949.10952.90956.01955957945941.68943.09943.87944.49942.90942.50942.36941.98941.07939.97940.62942.22942.65941.64942.11941.81941.15941.45942.21940.63937.77956.01937.37937.10937.30937.10937.30937.10937.30937.10937.45937.48939.97940.13939.97937.10937.30937.10937.30937.10937.30937.10937.27941.63941.50941.35940.80945.00941.00941.00940.97941.35941.51941.35941.00945.00940.96942943.00940.80940.60940.60940.80940.60940.80940.60940.60940.80940.60940.80940.60940.80940.60937.29937.30939.10939.52939.80939.80939.31939.57939.80939.80939.80939.80939.80938.76939.80938.89940.80940.80940.37939.59939.36939.36939.14938.94938.30939.64939.64939.13940.15940.16940.80940.80940.67938.17939.10939.27939.32939.66940.58940.80940.80940.80940.80940.86940.21939.83939.83939.45939.58939.91940.12939.91939.70940.80940.80940.65940.80940.80940.67940.27939.57939.57938.88939.64940.12940.65940.80950 95 5 961960945946945944T/W: 947.50B/W: 947.50T/W: 958.50T/W: 952.40T/W: 947.00T/W: 960.00T/W: 961.00B/W: 947.50B/W: 947.00B/W: 947.00B/W: 947.50B/W: 947.50T/W: 949.00T/W: 959.00T/W: 959.50T/W: 961.00T/W: 961.50T/W: 956.00T/W: 951.00B/W: 947.50B/W: 947.50B/W: 947.50B/W: 947.50B/W: 947.50B/W: 947.50B/W: 947.50938.30938.30939.50938.53938.04938.50937.60935.09936.19935.04936.19936.69937.74937.24937.30937.60938.38937.97937.45937.61936.03936.33936.03940.50940.50936.50936.20936.40936.20936.40936.20936.40936.20936.40936.75936.50940.50940.50936.50937.30937.30936.40936.20936.40936.20936.40936.20936.42936.20936.50940.50939.80939.80939.37938.85938.58938.42938.14937.57937.87937.57939.80939.80939.53939.53938.48939.80939.38938.86938.73938.24938.24938.54938.24939.50940.28939.11939.41939.11940.63940.93939.25939.50939.80938.99939.48939.43939.80939.80939.23939.80939.09939.30939.80939.13940.34940.94940 935 930 925 92 2 955950945940925923928929939937937936937936939 939939939939 939935 934 936 937 938 939 939 9359369 3 7 938922 925 928 929 9419449439429369509519659649669659649529539459449409419 5 5 9 5 6 9 4 4 9 4 7 9 4 8 936 935934T/W: 939.00B/W: 938.50T/W: 938.80B/W: 932.00B/W: 933.00B/W: 933.00B/W: 930.00B/W: 936.50T/W: 937.00T/W: 937.14T/W: 938.00T/W: 938.27T/W: 938.38B/W: 930.00EOF EOFEOFEOFEOFEOFEOFEOF935.50 EOF933.50 EOF933.50933.85933.50933.50933.85933.80933.80933.80933.80933.50933.50933.80933.85933.85933.85WET POND AHWL = 933.10NWL = 929.00BOT = 922.00WET POND BHWL = 933.10NWL = 929.00BOT = 922.00BBAASCALE IN FEET012060NORTH Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C4-GRADE.dwgC4.01GRADING PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity Resubmittal902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.WARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C4-GRADE.dwgC4.02GRADINGNOTESProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity Resubmittal1.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTEGUTTER GRADE.2.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAYFROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB.3.ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20),EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANYDIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEWAND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS.CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT INTHE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR.4.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIESDURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANYDAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.5.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDINGSAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THEDEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TOINCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTIONSITE.6.CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OFTHE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THESOILS ENGINEER.A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:COMPANY: AMERICAN ENGINEERING TESTING INC. (AET)ADDRESS: 550 CLEVELAND AVE N, SAINT PAUL, MN 55114PHONE: 651-659-9001DATED: JULY 12, 2018CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT.7.CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION.8.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKINGAREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREASAS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCEWITH THE REQUIREMENTS OF THE SOILS ENGINEER.9.REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILLNOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONALCOST TO THE OWNER.10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROLTHE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATEMINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.11.EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT AREOF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALLPROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREESAND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THETREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTORSHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THEBEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THEBROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANYLASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTSFOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIALPAYMENT WILL BE MADE.12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATEDON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESSTOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS.CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.13.TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCHBORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREESSHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER.THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THEEXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL(1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROWEXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED INACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOTSPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCHBORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1).14.FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OFGRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIEDTOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEENSUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROMSUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED,ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONSSHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEWWORK.15.TOLERANCES15.a.THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENTIS MADE.15.b.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENTIS MADE.15.c.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THEREQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.15.d.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16.AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.17.CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THESITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITEMAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACHROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH AREREQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY.18.DISTURBED AREAS WITHIN WETLAND MITIGATION SITE AND ANY DISTURBED AREAS WITHIN THE WETLAND SHALL BERESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROMWETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE MNSTATE SEED MIX 34-271, WET MEADOW SOUTH AND WEST, OR APPROVED EQUAL. FOR STATE SEED MIXES, OATSAND WINTER WHEAT SHOULD BE SELECTED BASED ON THE TIME OF YEAR THAT THE MIX IS BEING USED. OATSSHOULD BE INCLUDED IN MIXES IF BEING USED BETWEEN OCTOBER 15TH AND AUGUST 1ST. WINTER WHEATSHOULD BE USED BETWEEN AUGUST 1ST AND OCTOBER 15TH. THE SEEDING RATE IS THE SAME FOR OATS ANDWINTER WHEAT. MIX 34-271 SHOULD BE APPLIED AT 12 POUNDS PER ACRE. SEED SHALL BE WATERED UNTIL AHEALTHY STAND OF VEGETATION IS OBTAINED.19.FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATASHEET 79G.20.RETAINING WALL(S) SHALL BE CONSTRUCTED OF MODULAR BLOCK MATERIAL. CONTRACTOR SHALL SUBMIT TO THEENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS.THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THERETAINING WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTEDIN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS.GRADING NOTES1'-4"VARIABLE 6"6"6"4.0' NOTE:OTHER ACCEPTABLE CATCH BASIN CASTINGS DEPENDING UPON THECIRCUMSTANCES.NEENAH R-2561-A BEEHIVE GRATE AND CASTINGNEENAH R-2573 CONCAVE GRATE AND CASTINGNEENAH R-2577 CONVEX GRATE AND CASTING24"X36"SLAB OPENING FOR NEENAH R-3067 CASTING, FOR EQUAL,WITH D.L., D.R. OR VANE GRATE. 27" DIAMETER OPENING FORNEENAH R-1642-B COVER AND CASTING.MANHOLE STEPS NEENAH R-1981-JPLASTIC COATED OR APPROVEDEQUAL 16" O.C.MINIMUM SLAB THICKNESS IS 6" FOR14' DEPTH. INCREASE THICKNESS 1"FOR 4' OF DEPTH GREATER THAN 14'AND REINFORCE WITH 6"X6", 10/10MESH.GASKETED, FLEXIBLE, WATERTIGHTCONNECTION AT ALL PIPE CONNECTIONSUNLESS GROUTED CONNECTION IS APPROVEDBY THE ENGINEERPRECAST CONCRETE MANHOLE SECTIONS.6" PRECAST REINFORCEDCONCRETE SLAB.MINIMUM OF 2, MAXIMUM OF4 CONCRETE ADJUSTING RINGS.FULL BED OF MORTAR BETWEENRINGS, AND A 6" COLLAR ON THEOUTSIDE OF THE RINGS.N.T.S.02CATCH BASIN MANHOLEWITH SUMPWET POND B BOTTOM = 922.004: 1 S L O P E S M A X ( V A R I E S )10:1 BENCH4:1 SLOPES MAX (VARIES)EXIST DITCH BOTTOM = 927.00NWL = 929.0012"x18"ORIFICEIE = 929.00IE = 923.00IE = 927.3366 LF - 48"STORM @ 0.3%FESIE = 923.0053 LF - 48"STORM @ 0.0%OCS RIM ELEVATION = 933.60N.T.S.WET POND B OUTLET CONTROL STRUCTURE DETAIL/CROSS SECTION B-BTOP WEIRELEVATION = 930.80OCS RIM ELEVATION = 933.10GALVANIZED GRATE(SPLIT) 4"X4" OPENINGSGASKETED, FLEXIBLE,WATERTIGHT CONNECTIONAT ALL PIPE CONNECTIONS60"HWL = 933.10BERM ELEVATION = 933.85FESIE = 927.00046" DRAIN TILEIE = 927.50WEIR WALL60"21"21"18"12"929.00927.33930.80500028016600.0%929.50929.00928.00927.506"935.00933.50932.50932.25931.50929.50 18"WET PONDS A & BWET POND BBOTTOM = 922.004:1 SLOPES MAX (VARIES)10:1 BENCH4: 1 S L O P E S M A X ( V A R I E S )NWL = 929.00FESIE = 923.00N.T.S.WET POND A CROSS SECTION A-AHWL = 933.10BERM ELEVATION = 933.8503WET POND ABOTTOM = 922.004:1 SLOPES MAX (VARIES)10:1 BENCH4:1 SLOPES MAX (VARIES)NWL = 929.00213 LF - 48"STORM @ 0.0%FESIE = 923.00HWL = 933.10BERM ELEVATION = 933.80 BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'X-13.67 ACX-214.25 ACX-317.39 ACX-47.67 ACIP1IP2SCALE IN FEET012060NORTH Nov 02, 2018 - 12:30pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C5-EROS.dwgC5.01PHASE IEROSIONCONTROL PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity ResubmittalTEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)TEMPORARY STORAGE AND PARKING AREADIRECTION OFOVERLAND FLOWTEMPORARY DIVERSIONDITCHLIMITS OF DRAINAGESUB-BASININLET PROTECTION DEVICE 1INLET PROTECTION DEVICE 2TEMPORARY STONECONSTRUCTION ENTRANCETEMPORARY SEDIMENT BASINLIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPCHECK DAMSILT FENCESOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILESOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULECONSTRUCTION SEQUENCEJANFEBMARAPRMAYJUNJULAUGSEPOCTNOVDECJANFEBMARAPRMAYJUNTEMPORARY CONTROL MEASURESSTRIP & STOCKPILE TOPSOILROUGH GRADE / SEDIMENT CONTROLTEMPORARY CONSTRUCTION ROADSFOUNDATION / BUILDING CONSTRUCTIONSITE CONSTRUCTIONPERMANENT CONTROL STRUCTURESFINISH GRADINGLANDSCAPING / SEED / FINAL STABILIZATIONSTORM FACILITIESNOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULETHE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.TSMTSSBEROSION CONTROL MATERIALSQUANTITIESITEMUNITQUANTITYSILT FENCELINEAR FEETXSILT DIKELINEAR FEETXBIO-ROLLLINEAR FEETXCONSTRUCTION ENTRANCEUNITXINLET PROTECTION DEVICE (IP-1)UNITXINLET PROTECTION DEVICE (IP-2)UNITXSILT DIKEBIO-ROLLLEGENDNOTE TO CONTRACTORIP-1EOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.902* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILSWARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'PROPOSED BUILDING A161,500S.F.FFE=945.0PROPOSED BUILDING B109,250 S.F.FFE=941.5PROPOSED BUILDING C178,600 S.F.FFE=940.59379379409399 4 0 9 4 0 9419409409389389399399419419419409409559 4 2 94 3 9 4 4 945 9 4 4 944944944941942943944940943944942943940938939941941 942943944940940940 941938938 943942928 955957945942950 95 5 961960945946945944940 935 930 925 92 2 955950945940925923928929939937937936937936939 939939939939 939935 934 936 937 938 939 939 9359369 3 7 938922 925 928 929 9419449439429369509519659649669659649529539459449409419 5 5 9 5 6 9 4 4 9 4 7 9 4 8 936 935934S-215.34 ACIP2S-33.73 ACS-41.16 ACS-51.90 ACS-70.93 ACS-613.14 ACS-81.88 ACS-94.77 ACS-10.12 ACIP1IP3IP1IP3IP1IP3IP1IP3IP1IP3IP1IP3IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP1IP2SCALE IN FEET012060NORTH Nov 02, 2018 - 12:30pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C5-EROS.dwgC5.02PHASE IIEROSIONCONTROL PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity ResubmittalTEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)TEMPORARY STORAGE AND PARKING AREADIRECTION OFOVERLAND FLOWTEMPORARY DIVERSIONDITCHLIMITS OF DRAINAGESUB-BASININLET PROTECTION DEVICE 1INLET PROTECTION DEVICE 2TEMPORARY STONECONSTRUCTION ENTRANCETEMPORARY SEDIMENT BASINLIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPCHECK DAMSILT FENCESOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILESOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULECONSTRUCTION SEQUENCEJANFEBMARAPRMAYJUNJULAUGSEPOCTNOVDECJANFEBMARAPRMAYJUNTEMPORARY CONTROL MEASURESSTRIP & STOCKPILE TOPSOILROUGH GRADE / SEDIMENT CONTROLTEMPORARY CONSTRUCTION ROADSFOUNDATION / BUILDING CONSTRUCTIONSITE CONSTRUCTIONPERMANENT CONTROL STRUCTURESFINISH GRADINGLANDSCAPING / SEED / FINAL STABILIZATIONSTORM FACILITIESNOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULETHE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.TSMTSSBEROSION CONTROL MATERIALSQUANTITIESITEMUNITQUANTITYSILT FENCELINEAR FEETXSILT DIKELINEAR FEETXBIO-ROLLLINEAR FEETXCONSTRUCTION ENTRANCEUNITXINLET PROTECTION DEVICE (IP-1)UNITXINLET PROTECTION DEVICE (IP-2)UNITXSILT DIKEBIO-ROLLLEGENDNOTE TO CONTRACTORIP-1EOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.902* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILSWARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. 100.0'100.0'100.0'100.0' Nov 02, 2018 - 12:30pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C5-EROS.dwgC5.03EROSIONCONTROLNOTES &DETAILSProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity ResubmittalALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NOLONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTIONON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATIONCONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:1.ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BEMADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.2.TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGEVOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT).3.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALLDELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVALRESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESSCONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OFOBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTINGANY WORK.4.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALLOFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT.5.CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION ANDSEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDINGTO PART II.B.5 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HASBEEN SUBMITTED TO THE MPCA.6.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS(E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS).7.ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTEDFROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA.1.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONSAND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY.2.THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLANNARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS ANDSUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION.(NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS)4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'SAND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEENFILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TOOWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370))5.CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT.6.BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS ASDIRECTED BY PERMITTING AGENCY OR OWNER.7.ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALLTIMES.8.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANSSHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDETHE LIMITS OF DISTURBANCE.9.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEEPARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED ORDISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE.11.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAYLINER IS NOT ACCEPTABLE. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUIDAND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETEEQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED.12.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS ANDLEAKS.13.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.14.SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OFPROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.15.HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCAREGULATIONS.16.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIESUPSLOPE.17.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITHMN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALLCONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY,HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH.18.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITHTHE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER.19.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENTWATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE ORTO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.20.ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREALOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.21.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH ASCURB & GUTTER SYSTEMS OR CONDUITS & DITCHES.22.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.23.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS,INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION.24.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUSPAVING FOR ROAD CONSTRUCTION.DEVELOPER/OWNER:XXXXXXXXXXXXXXXXXXXXXXXXX-XXX-XXXXSITE OPERATOR / GENERAL CONTRACTORSUPERINTENDENT:CROSS BRACEMIN.15"18"MAX.2" X 4" STAKE3' MIN.DROP INLETWITH GRATE2" X 4" WOOD(TYP.)5' MIN.SECURELY FASTEN OVERLAPPINGENDS OF SILT FENCE MATERIALTO ADJACENT STAKES WITHTHREE WIRE TIES OR OTHERFASTENERSATTACH THE WOVEN WIREFENCE TO EACH POST WITHTHREE WIRE TIES OR OTHERFASTENERS (SEE NOTE 1)1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE(SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OFTHE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTUREAT LEAST 1" VERTICALLY APART.2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPEDACROSS TWO POSTS.3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTSMAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BECONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THEHEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE.4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.OVERLAP5' MIN.SILT FENCE MATERIAL TO BEFASTENED SECURELY TO WOVENWIRE FENCE WITH THREE TIESSPACED AT 30" ON CENTER (SEENOTE 1)DEFLECTOR PLATEOVERFLOW 2 - TOP OF CURB BOXOVERFLOW 1 - CENTER OF FILTER ASSEMBLY10" FILTER ASSEMBLYCURBCG 3067HIGH-FLOW FABRICMIRAFI FF101ROAD DRAIN CASTING APPLICABILTY·NEENAH R-3067·NEENAH R-3512NOT TO SCALE50' MIN.ROAD6" MIN.CONSTRUCT 2' HIGH BERM WITHMAXIMUM SIDE SLOPE OF 4:12" TO 3" GRAVELNOTE: ROCK EXITS SHALL BE INSTALLED PRIOR TO THESTART OF ANY SITE WORK. ROCK EXITS SHALL BEINSPECTED FOLLOWING EACH RAINFALL.MAINTENANCE OF ROCK EXITS SHALL INCLUDE A TOPDRESSING OF NEW GRAVEL, OR REMOVAL ANDREPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEPTHE EXITS FREE FROM COLLECTED MUD.ASREQUIRED MIN 0.5% GRADE8' X 8' MIN OR ASREQUIRED TOCONTAIN WASTECONCRETESIGN TO INDICATE THE LOCATION OFTHE CONCRETE WASHOUT AREA2'-0" MINBERM AROUND PERIMETERGROUND SURFACE12" MIN12" MINCOMPACTED EMBANKMENTMATERIAL (TYP.)3:1 OR FLATTERSIDE SLOPESNOTES:1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENTON SITE.2.CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTICLINER.3.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA ISOFF PAVEMENT.4.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA,AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THECONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.5.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUTAS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITEAND DISPOSED OF AT AN ACCEPTED WASTE SITE.7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BESEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THECITY.WOVEN WIREFENCE WITH SILTFENCE MATERIALCOVEREXTEND WIRE FENCEA MIN. OF 3" INTOGROUNDEXTEND SILT FENCEMATERIAL A MIN. OF1'-0" INTO GROUNDEROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP"SITE LOCATION MAPNOT TO SCALEUSGS MAPGENERAL EROSION NOTES:NOT TO SCALEROCK EXIT DRIVENOT TO SCALECONCRETE WASHOUT AREAROAD DRAIN INLET PROTECTION (IP-2)SILT FENCE INLET PROTECTION (IP-1)NOT TO SCALEPOSTS: 2 X 4 WOODEN STAKE FENCE:WOVEN WIRE, 14-1/2 GA., 6" MAX. MESHOPENING FABRIC: IN ACCORDANCE WITHASTM D 6461 LATEST EDITION.NOT TO SCALEPHASE I:1.INSTALL STABILIZED CONSTRUCTION ENTRANCES.2.PREPARE TEMPORARY PARKING AND STORAGE AREA.3.CONSTRUCT THE SILT FENCES ON THE SITE.4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS.5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULEAND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITHCONSTRUCTION.6. CLEAR AND GRUB THE SITE.7. BEGIN GRADING THE SITE.8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.PHASE II:1.TEMPORARILY SEED DENUDED AREAS.2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.3.INSTALL RIP RAP AROUND OUTLET STRUCTURES.4.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES.5.PREPARE SITE FOR PAVING.6.PAVE SITE.7.INSTALL INLET PROTECTION DEVICES.8.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACTAREA SUMMARY IN ACRESPAVEMENT AREA18.18 AC±BUILDING AREA10.32 AC±SEEDED AREA13.73 AC±TOTAL DISTURBED42.22 AC±PRE - CONSTRUCTION IMPERVIOUS0.10 AC±POST - CONSTRUCTION IMPERVIOUS28.49 AC±SEQUENCE OF CONSTRUCTIONFRAMEMAINTENANCE NOTES:212LYMAN BLVD5SITELAKE HAZELTINEHAZELTINE BLVD18PIONEER TRAILAUDUBON RD POWERS BLVD AUDUBON RD ARBORETUM BLVDGALPIN BLVD14 SITE BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'PROPOSED BUILDING A161,500S.F.FFE=945.0PROPOSED BUILDING B109,250 S.F.FFE=941.5PROPOSED BUILDING C178,600 S.F.FFE=940.5CB 210RE=942.29IE=939.29162 LF - 12" STMSWR @ 0.50%CBMH 209RE=942.96IE=938.48CBMH 208RE=942.96IE=937.75CBMH 207RE=942.96IE=936.66CBMH 206RE=942.98IE=935.21CBMH 205RE=942.90IE=933.67CBMH 204RE=943.05IE=933.44CBMH 202RE=942.77IE=932.40CBMH 203RE=941.35IE=932.45FES 200IE=929.00147 LF - 15" STMSWR @ 0.50%218 LF - 18" STMSWR @ 0.50%290 LF - 18" STMSWR @ 0.50%309 LF - 21" STMSWR @ 0.50%46 LF - 21" STMSWR @ 0.50%197 LF - 24" STMSWR @ 0.50%11 LF - 24" STMSWR @ 0.50%157 LF - 36" STMSWR @ 1.5%CBMH 303-BRE=940.92IE=937.92CB 303-ARE=939.40IE=936.4098 LF - 12" STMSWR @ 1.0%CBMH 509RE=937.73IE=934.44CBMH 507RE=938.20IE=932.81CBMH 505RE=938.20IE=931.21126 LF - 12" STMSWR @ 0.50%TD 303-CRE=940.50IE=935.90TD 302-ARE=940.50IE=935.901.65' RISERTD 302-BRE=940.50IE=935.90TD 302-CRE=940.50IE=935.90TD 301-ARE=940.50IE=935.90TD 301-BRE=940.50IE=935.90TD 300-ARE=940.50IE=935.901.65' RISERTD 300-BRE=940.50IE=935.90TD 303-DRE=937.00IE=934.00TD 302-DRE=937.00IE=934.001.65' RISERTD 302-ERE=937.00IE=934.00TD 302-FRE=937.00IE=934.00TD 301-CRE=937.00IE=934.00TD 301-DRE=937.00IE=934.00TD 300-CRE=937.00IE=934.001.65' RISERTD 300-DRE=937.00IE=934.00CBMH 510RE=938.07IE=935.07CBMH 508RE=938.43IE=933.53CBMH 506RE=938.20IE=932.01182 LF - 18" STMSWR @ 0.50%145 LF - 24" STMSWR @ 0.50%159 LF - 24" STMSWR @ 0.50%160 LF - 24" STMSWR @ 0.50%FES 802IE=927.0OCS 801RE=933.30IE=927.3366 LF - 48" STMSWR @ 0.3%CB 607RE=937.94IE=934.94STMH 602RE=936.92IE=930.18 E,WIE=932.50 N216 LF - 36" STMSWR @ 0.30%245 LF - 42" STMSWR @ 0.20%30 LF - 42" STMSWR @ 0.20%170 LF - 42" STMSWR @ 0.27%CBMH 601RE=935.93IE=929.78CBMH 600RE=935.93IE=929.63CBMH 501W/ "SNOUT"SKIMMER HOOD (SEEDETAIL, SHEET C4.02)RE=937.47IE=929.78 E,WIE=929.17 S4' SUMPCBMH 502RE=937.47IE=929.93CBMH 503RE=938.04IE=929.99CBMH 504RE=938.14IE=930.39164 LF - 24" STMSWR @ 0.50%133 LF - 36" STMSWR @ 0.30%21 LF - 36" STMSWR @ 0.30%30 LF - 36" STMSWR @ 0.03%55 LF - 48" STMSWR @ 0.30%STMH 303RE=941.93IE=937.88 NIE=935.42 SIE=933.96 ESTMH 302RE=940.66IE=935.53 NIE=932.03 SIE=932.70 E&WSTMH 301RE=940.97IE=935.53 NIE=932.03 SIE=931.16 EIE=931.73 WSTMH 300RE=940.66IE=935.53 NIE=932.03 SIE=930.18 E,WSTMH 201W/ "SNOUT"SKIMMER HOOD (SEEDETAIL, SHEET C4.02)RE=942.39IE=932.0 NIE=936.06 SIE=931.33 E,W4' SUMP155 LF - 12" STMSWR @ 2.0%FES 100IE=940.00CB 101RE=946.00IE=942.70FES 700IE=923.00FES 701IE=923.00FES 500IE=929.00FES 800IE=923.00213 LF - 48" STMSWR @ 0.00%53 LF - 48" STMSWR @ 0.00%32 LF - 12" STMSWR @ 1.00%220 LF - 18" STMSWR @ 0.30%325 LF - 36" STMSWR @ 0.30%325 LF - 36" STMSWR @ 0.3%235 LF - 42" STMSWR @ 0.3%78 LF - 24" STMSWR @ 0.50%MH 01RE=942.79IE=924.39 WIE=924.49 SMH 02RE=941.42IE=925.25 NIE=925.35 EMH 04RE=940.97IE=930.55 WIE=930.65 N, SMH 03RE=940.94IE=927.90 WIE=928.00 ESANITARY SEWER SERVICEIE=931.43SANITARY SEWER SERVICEIE=924.748" COMBINATIONDOMESTIC/FIRE PROTECTIONWATER SERVICEMH 06RE=937.28IE=924.03 WIE=924.13 NMH 05RE=937.27IE=921.14 WIE=921.24 ECONNECT TO EXISTINGSANITARY SEWER MANHOLEEXTERIOR DROPIE=918.35 EIE=914.0 (DROP)(FIELD VERIFY)CONNECT TO EXISTINGSANITARY SEWER MANHOLEIE=924.0 (FIELD VERIFY)39 LF - 8" PVCSCH 40 @ 1.0%76 LF - 8" PVCSCH 40 @ 1.0%255 LF - 8" PVCSSCH 40 @ 1.0%255 LF - 8" PVCSCH 40 @ 1.0%78 LF - 8" PVCSCH 40 @ 1.0%279 LF - 8" PVCSCH 40 @ 1.0%279 LF - 8" PVCSCH 40 @ 1.0%61 LF - 8" PVCSCH 40 @ 1.0%HYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEE10" WATERMAIN10" WATERMAIN10" WATERMAIN10" W A T E R M A I N 10" WATERMAIN 10" WATERMAIN 8" WATERMAIN 8" WATERMAIN8" WATERMAIN 10" WATERMAIN10" WATERMAIN10" WATERMAIN10" WATERMAIN10" WATERMAIN10" WATERMAIN 10" WATERMAIN 10" WATERMAIN10" WATERMAIN 102 LF - 8" PVCSCH 40 @ 1.0% SANITARYSEWERSERVICEIE=931.67ROOF DRAIN C-1IE=932.90ROOF DRAIN C-2IE=932.90ROOF DRAIN C-3IE=932.90ROOF DRAIN A-1IE=936.00ROOF DRAIN A-2IE=936.00ROOF DRAIN A-3IE=936.00ROOF DRAIN B-1IE=932.50ROOFDRAIN B-2IE=932.50ROOF DRAIN B-3IE=932.508" COMBINATIONDOMESTIC/FIREPROTECTIONWATER SERVICE8" COMBINATIONDOMESTIC/FIREPROTECTION WATERSERVICESTMH 603RE=936.81IE=932.6 NIE=930.40 E,W108 LF - 36" STMSWR @ 0.20%STMH 604RE=937.05IE=931.05 E,WIE=932.50 NSTMH 605RE=936.82IE=932.60 NIE=932.18 WIE=931.70 ESTMH 606RE=936.92IE=932.50STMH 607RE=937.44IE=933.99 NIE=933.1 E216 LF - 36" STMSWR @ 0.30%107 LF - 24" STMSWR @ 0.30%201 LF - 15" STMSWR @ 0.30%190 LF - 12"STM SWR@ 0.50%80 LF - 18" STMSWR @ 0.5%60 LF - 12" STMSWR @ 1.0%60 LF - 12" STMSWR @ 1.0%60 LF - 12" STMSWR @1.0%60 LF - 12" STMSWR @ 0.5%60 LF - 12" STMSWR @ 1.0%80 LF - 18" STMSWR @ 0.50%60 LF - 12" STMSWR @ 1.0%TD 607-ARE=936.20IE=933.20TD 606-ARE=936.20IE=933.201.65' RISERTD 605-ARE=936.20IE=933.20TD 605-BRE=936.20IE=933.20TD 604-ARE=936.20IE=933.20TD 603-ARE=936.20IE=933.20TD 602-ARE=936.20IE=933.201.65' RISERTD 602-BRE=936.20IE=933.2095 LF - 15" STMSWR @ 0.5%95 LF - 15" STMSWR @ 0.5%95 LF - 15''STM SWR@ 0.5%95 LF - 15"STM SWR@ 0.5%95 LF - 18" STMSWR @ 0.5%95 LF - 18" STMSWR @ 0.5%75 LF - 12"STM SWR@ 1.0%75 LF - 12" STMSWR @ 1.0%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 1.0%75 LF - 12" STMSWR @ 1.0%75 LF - 12"STM SWR@ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 1.0%FIRE DEPARTMENTCONNECTIONFIRE DEPARTMENTCONNECTIONFIRE DEPARTMENTCONNECTION80 LF - 18'' STMSWR @ 0.5%CB 201-ARE=939.41IE=936.4170 LF - 12'' STMSWR @ 0.50%WIE CONNECTIONW/ RISER (TYP.)WET POND AHWL = 933.10NWL = 929.00BOT = 922.00WET POND BHWL = 933.10NWL = 929.00BOT = 922.00BIORETENTION TRENCH(SEE DETAIL 1, SHEET C4.02)BIORETENTION BENCH(SEE DETAIL 8, SHEET C4.02)RAINGUARDIAN(SEE DETAIL, SHEET C4.02)RAINGUARDIAN(SEE DETAIL, SHEET C4.02)SCALE IN FEET012060NORTH Nov 02, 2018 - 1:16pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C6-UTIL.dwgC6.01UTILITY PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity Resubmittal1.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BECONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIESSPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIEDHEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESESPECIFICATIONS.1.1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCEWITH CITY REQUIREMENTS.1.2.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFEREWITH, OR ATTACH ANY PIPE OR HOSE TO OR TAPWATERMAIN BELONGING TO THE CITY UNLESS DULYAUTHORIZED TO DO SO BY THE CITY. ANY ADVERSECONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULEDDISRUPTIONS OF SERVICE TO THE PUBLIC ARE THELIABILITY OF CONTRACTOR.1.3.A MINIMUM VERTICAL SEPARATION OF 18 INCHES ANDHORIZONTAL SEPARATION OF 10-FEET BETWEEN OUTSIDEPIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN ANDSEWER MAIN (BUILDING, STORM AND SANITARY)CROSSINGS.2.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONSEXCEPT AS MODIFIED HEREIN.2.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTSOF THE CITY.2.2.ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTEDOTHERWISE.2.2.1.ALL SANITARY SEWER SERVICES TO BUILDING SHALLBE PVC SCH 40 CONFORMING TO ASTM D2665.2.3.ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESSNOTED OTHERWISE.2.3.1.ALL WATERMAIN TO HAVE 7.5-FEET OF COVEROVER TOP OF WATERMAIN.2.3.2.PROVIDE THRUST BLOCKING AND MECHANICALJOINT RESTRAINTS ON ALL WATERMAIN JOINTS PERCITY STANDARDS.2.4.ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUALWALL HDPE PIPE WITH WATER TIGHT GASKETS, UNLESSNOTED OTHERWISE.2.4.1.ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICESTO BUILDING SHALL BE PVC SCH 40 CONFORMINGTO ASTM D2665.2.5.RIP RAP SHALL BE Mn/DOT CLASS 3.3.COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONSAND INVERT ELEVATIONS WITH MECHANICAL CONTRACTORPRIOR TO CONSTRUCTION.4.ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY,WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATEDFROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED.5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TOAVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURINGTHE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTORWILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THEADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTIONPHASES OF THIS PROJECT.6.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITHGENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTORWILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONSON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY DURING PERFORMANCE OF THE WORK. THISREQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITEDTO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER ORTHE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OFCONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDEREVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURESIN, ON OR NEAR THE CONSTRUCTION SITE.7.ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT AREDISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED INKIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OFTOPSOIL PLACED BENEATH THE SOD.8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANDMAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATEMINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.9.ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENTSOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVINGUNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED ASREQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILLCONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOILS TESTS AND SOILINSPECTIONS WITH THE SOILS ENGINEER.A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETEDBY:COMPANY: ___________________________________________ADDRESS: ____________________________________________PHONE: _______________________________________________DATED: _______________________________________________CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT.10.CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FORMANHOLE AND CATCH BASIN STRUCTURES TO ______________.CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOPDRAWING REVIEW.11.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THEMINIMUM DIAMETER REQUIRED FOR EACH STORM SEWERSTRUCTURE.12.(REMOVE IF THERE IS NO UNDERGROUND SYSTEM)THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THEUTILITY PLAN AND THE DETAIL SHEETS IS FOR INFORMATIONALPURPOSES ONLY AND DEPICTS THE MINIMUM STORAGEREQUIREMENTS AND THE SYSTEM ELEVATIONS. THECONTRACTOR (WITH THEIR SUPPLIER OR DESIGNER) SHALLSUBMIT DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION. THE DESIGN DRAWINGSSHALL DEPICT THE FINAL LAYOUT AND DETAILS FORCONSTRUCTION. THE DRAWINGS SHALL BE CERTIFIED BY ALICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECT ISCONSTRUCTED. THE SUBMITTAL SHALL INCLUDE ALL NECESSARYPRODUCT INFORMATION, DESIGN CALCULATIONS AND BEDDINGREQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM.FOLLOWING CONSTRUCTION, THE CERTIFYING ENGINEER SHALLSUBMIT A LETTER TO THE OWNER AND ENGINEER INDICATINGTHEY OBSERVED THE INSTALLATION AND THE INSTALLATION OFTHE STORMWATER SYSTEM WAS IN CONFORMANCE WITH THECERTIFIED DRAWINGS.TELEPHONEELECTRICGAS LINEFORCEMAIN (SAN.)EASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILEDSSSLSLEGENDTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.WARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P.UTILITY CONSTRUCTION NOTES BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 '9379379409399 4 0 9 4 0 9419409409389389399399419419419409409559 4 2 94 3 9 4 4 945 9 4 4 944944944941942943944940943944942943940938939941941 942943944940940940 941938938 943942928 955957945942950 95 5 961960945946945944940 935 930 925 92 2 955950945940925923928929939937937936937936939 939939939939 939935 934 936 937 938 939 939 9359369 3 7 938922 925 928 929 9419449439429369509519659649669659649529539459449409419 5 5 9 5 6 9 4 4 9 4 7 9 4 8 936 935934100.0'SCALE IN FEET012060NORTH Nov 02, 2018 - 12:30pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-L1-LAND.dwgL1.01LANDSCAPEPLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.Date:This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.40252William L. Delaney10/19/201811/02/18JMWCity ResubmittalLANDSCAPING REQUIREMENTS:PROJECT VALUE, INCLUDING BUILDING CONSTRUCTION, SITE PREPARATION AND SITE IMPROVEMENTSIF OVER 4,000,000 = 1% LANDSCAPE VALUEESTIMATED CONSTRUCTION COST $10,000,000 = $100,000 LANDSCAPE VALUELANDSCAPINGSHADE TREES167CONIFER TREES84290 TREES TOTAL PROPOSEDORNAMENTAL TREES39SHRUBS666Landscape Estimate +/-$198,000 TOTAL LANDSCAPE VALUE TO MEET CHANHASSEN LANDSCAPE REQUIREMENT CODE AT A MINIMUMVEHICULAR AREAS:1 TREE FOR EVERY 250 SF OF REQUIRED LANDSCAPE AREA. 604972 x 8% / 250 = 193 TREESFOUNDATION AND AESTHETIC PLANTINGS:1 TREE FOR EVERY 30' OF PUBLIC ROW FRONTAGE - 2180 LIN FT = 73 TREES266 TREES TOTAL REQUIREDCHANHASSEN, MN LANDSCAPE CODETREESCODEBOTANICAL NAME / COMMON NAMECONTCALSIZEQTYSGAcer freemanii `Sienna Glen` / Sienna Glen MapleB & B2.5"Cal22HBCeltis occidentalis / Common HackberryB & B2.5"Cal33HLGleditsia triacanthos `Skyline` / Skyline Honey LocustB & B2.5"Cal15KCGymnocladus dioica `Espresso` / Kentucky CoffeetreeB & B2.5"Cal25IWOstrya virginiana / American HophornbeamB & B2.5"Cal14SOQuercus bicolor / Swamp White OakB & B2.5"Cal13ROQuercus rubra / Red OakB & B2.5"Cal9BLTilia americana `Boulevard` / Boulevard LindenB & B2.5"Cal22PEUlmus americana `Princeton` / American ElmB & B2.5"Cal14CONIFERSCODEBOTANICAL NAME / COMMON NAMECONTCALSIZEQTYNSPicea abies / Norway SpruceB & B6`44BSPicea glauca densata / Black Hills SpruceB & B6`24APPinus nigra / Austrian Black PineB & B6`16ORN. TREESCODEBOTANICAL NAME / COMMON NAMECONTCALSIZEQTYSBAmelanchier canadensis `Autumn Brilliance` / Autumn Brilliance ServiceberryB & B2"Cal20JLSyringa reticulata / Japanese Tree LilacB & B2"Cal19GROUND COVERSCODEBOTANICAL NAME / COMMON NAMECONTQTY25-151MNDOT Seed Mix 25-151 / High Maintenance TurfSeed64,566 sf33-261MNDOT Seed Mix 33-261 / Ponds and Wet AreasSeed56,842 sf35-241MNDOT Seed Mix 35-241 / Native - General RoadsideSeed329,077TUR HIGTurf Sod Highland Sod / SodSod102,281 sfPLANT SCHEDULE TREESLEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSIGNPIPE BOLLARDPROPERTY LIMITEXISTINGPROPOSEDWETLAND LIMITSTREELINEWATERMAINSANITARY SEWERSTORM SEWERDRAINTILEDSSYARDDRAINLANDSCAPE EDGINGTREE TO BE REMOVEDLIMITS OF DISTURBANCETREE PROTECTION FENCETPRIP RAPWARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. BM #4100.0'9409399 4 0 9 4 0 9419409409389389399399419419419409409 4 2 94 3 9 4 4 944944944944942943940938939941941 942943944940940 94194294194410BH29ICLH33AD18IC31LH25AD26IC19LB2926LBSS259BHGL32LB30SS25GL38LB22AW19SCALE IN FEET06030NORTH Nov 02, 2018 - 12:31pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-L1-LAND.dwgL1.02SHRUB PLAN-NORTHProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.Date:This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.40252William L. Delaney10/19/201811/02/18JMWCity ResubmittalLEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSIGNPIPE BOLLARDPROPERTY LIMITEXISTINGPROPOSEDWETLAND LIMITSTREELINEWATERMAINSANITARY SEWERSTORM SEWERDRAINTILEDSSYARDDRAINLANDSCAPE EDGINGTREE TO BE REMOVEDLIMITS OF DISTURBANCETREE PROTECTION FENCETPRIP RAPSHRUBSCODEBOTANICAL NAME / COMMON NAMECONTQTYICAronia melanocarpa `Iroquois Beauty` TM / Black Chokeberry5 gal79ADCornus alba `Alleman`s Compact` / Tatarian DogwoodBulb44BHDiervilla lonicera / Dwarf Bush Honeysuckle5 gal19LHHydrangea paniculata `Jane` / Little Lime Hydrangea5 gal58GLRhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac5 gal70SSSpiraea nipponica `Snowmound` / Snowmound Spirea5 gal50LBSyringa x `Bloomerang` / Lilac5 gal109MVViburnum lantana `Mohican` / Mohican Wayfaring Tree5 gal19PERENNIALSCODEBOTANICAL NAME / COMMON NAMECONTQTYAFSSedum x `Autumn Fire` / Autumn Fire Sedum1 gal32PLANT SCHEDULE SHRUBS NORTHSEE SHEET L1.03 FOR SOUTH BUILDING SHRUB PLANTINGSALL SHRUB AREAS TO BE MULCHED WITH DOUBLE SHREDDED HARDWOOD MULCH TO A 4" DEPTH-MULCH TO BE NATURAL COLOR 100.0'9409399 4 0 9 4 0 941940938939 939 9399399399 3 9 9399BH26ICLH28AD24SF21LH28AD27SF15LB31BH9SCALE IN FEET06030NORTH Nov 02, 2018 - 12:31pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-L1-LAND.dwgL1.03SHRUBPLAN-SOUTH &DETAILSProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.Date:This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.40252William L. Delaney10/19/201811/02/18JMWCity ResubmittalGENERAL NOTES:1.THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONSRELATING TO THE NATURE AND SCOPE OF THE WORK.2.THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPEARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS,AND PERMITS GOVERNING THE WORK.4.THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITEELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NOADDITIONAL COST TO THE OWNER.5.LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARYUTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPEARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTINGINSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.7.THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHTNEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONSSHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK.8.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIESSHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TOVERIFY QUANTITIES SHOWN ON THE PLAN.9.THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES.10.EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALLCONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCINGADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING.11.LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED.12.CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION.PLANTING NOTES:1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED INTHE IMMEDIATE AREA.2.A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERSRECOMMENDED RATE PRIOR TO PLANT INSTALLATION.3.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60,LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTEMINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS.4.OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES.5.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINERGROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.6.PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS.7.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED.8.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMEDUNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION.9.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THELANDSCAPE ARCHITECT.10.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACINGSHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPEARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION.11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.12.MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUSMATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ONDRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL.DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNIAL/GROUNDCOVER BEDS, UNLESS OTHERWISE DIRECTED.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TOCOMPLETE THE WORK SHOWN ON THE PLAN.14.USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF ANDFOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENSSHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD.14.PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAININGA LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANTGROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL.MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS,ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATEOF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUTTHE ENTIRE BED IN A 6" LAYER AND ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTILINSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED.15.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1),UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENTINCLUDING LABOR AND PLANTS.16.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY.THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OFBEGINNING PLANT INSTALLATION.17.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT INOFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS17.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/117.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/117.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/117.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 17.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/2017.6.NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/2018.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANTMATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS ISCOMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THEGUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEADMATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTERACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THECONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THEGUARANTEE PERIOD.19.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OFTHE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THESAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS.20.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE AWEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEATSTRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINENEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER.TURF AND TOPSOIL MANAGEMENT NOTES:TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS ABOVE:1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD.TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALLMEET ABOVE REQUIREMENTS.2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACEELEVATION OF TRAIL, SLAB, CURB, ETC.3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPESSTEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY.4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING,MULCHING AND FERTILIZING. SEED MIXTURE NO.25-121 WILL BE PLACED AT THE RATE OF 65 POUNDSPER ACRE.5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATERUNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGESWALES INSTALL EROSION CONTROL BLANKET.6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, ANDWATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR INDRAINAGE SWALES INSTALL EROSION CONTROL BLANKET.IRRIGATION NOTES:1.IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION.2.ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATIONPER WEEK.3.ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25" IRRIGATIONPER WEEK.4.CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5"TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL.NOTESPROVIDE & INSTALL RODENT PROTECTION1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA ORGREATER X 36" HT.. STAKE IN PLACEINSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OFTHE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROMTOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAINORDER ROOT IF NEEDED. SET ROOT BALL WITH MAINORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOTCOVER TOP OF ROOT BALL WITH SOIL.PLACE NO MULCH IN CONTACT WITH TREE TRUNKREMOVE BURLAP, TWINE, ROPE AND WIRE FROMTOP HALF OF ROOT BALLBUILD 4" HIGH EARTH SAUCER BEYOND EDGE OFROOT BALLEDGE CONDITION VARIESPLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOILSCARIFY SIDES OF TREE PIT WITH SPADE BY HANDTO BIND WITH PREPARED SOILPLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85%OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOT SHIFTDIG PLANTING PIT 4" TO 6"DEEPER THAN ROOT BALLUNDISTURBEDSUBGRADENOTE:CONTRACTOR SHALL MAINTAIN TREES IN A PLUMBPOSITION THROUGHOUT THE WARRANTY PERIOD. IFSTAKING IS REQUIRED BY SITE CONDITIONS,CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1"WEBBING AROUND TRUNK OF THREE (NO WIRE ORCABLING TO BE USED)WRAP TREE TRUNKS ONLY UPON APPROVAL BYLANDSCAPE ARCHITECT30" RADIUS MULCH RINGA1.5 X AMIN.11 TREE PLANTING DETAIL1/4" = 1'-0" L1.03P-011INSTALL 2" LAYER OF MULCH, DO NOT PLACE INCONTACT W/ SHRUB STEMAPPLY PRE-EMERGENT HERBICIDEEDGE CONDITION VARIESEDGER, REFER TO PLAN AND SPECIFICATIONLOOSEN ROOTS OF CONTAINER GROWN PLANTSEXCAVATE PLANT BED MIN. 4" DEEPER THANROOT BALL HT.SCARIFY SIDES AND BOTTOM OF PLANTING BEDWITH SPADEUNDISTURBED SUBGRADEPREPARE SOIL FORTHE ENTIRE BEDSEE PLAN12"MIN4"SHRUB PLANTING DETAIL3/8" = 1'-0" L1.03P-0221.5" WASHED RIVER ROCK MULCH18" WIDTH FROM BUILDING316" THICK STEEL EDGER (BLACK) W/ STAKEFINISHED GRADE AND EDGECONDITION VARIES - SEEPLANMAINTENANCE STRIP1 1/2" = 1'-0"3P-20L1.034"FINISH GRADE - SLOPE TO DRAINLANDSCAPE ROCK - SEE NOTESCOMMERCIAL WEED BARRIERPREPARED SUBGRADEROCK MULCH1" = 1'-0" EDGERL1.03P-094LEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSIGNPIPE BOLLARDPROPERTY LIMITEXISTINGPROPOSEDWETLAND LIMITSTREELINEWATERMAINSANITARY SEWERSTORM SEWERDRAINTILEDSSYARDDRAINLANDSCAPE EDGINGTREE TO BE REMOVEDLIMITS OF DISTURBANCETREE PROTECTION FENCETPRIP RAPSHRUBSCODEBOTANICAL NAME / COMMON NAMECONTQTYICAronia melanocarpa `Iroquois Beauty` TM / Black Chokeberry5 gal26ADCornus alba `Alleman`s Compact` / Tatarian DogwoodBulb51BHDiervilla lonicera / Dwarf Bush Honeysuckle5 gal18LHHydrangea paniculata `Jane` / Little Lime Hydrangea5 gal56SFSorbaria sorbifolia `Sem` / Sem Ash Leaf Spirea5 gal36LBSyringa x `Bloomerang` / Lilac5 gal31PLANT SCHEDULE SHRUBS SOUTHSEE SHEET L1.02 FOR NORTH BUILDING SHRUB PLANTINGSCarver County, MN Code of Ordinances American Legal Publishing 183 (1) (a) Stockpile existing material and respread. When available, on-sitetopsoil (A soil horizon) shall be stripped and stockpiled for later reapplication. Stockpiled topsoilshall meet the standard selected for the project. If stockpiled material does not meet the selectedstandard for the project, the material shall be amended to meet the selected standard or topsoilmeeting the selected standard shall be imported to the site. (b) Stockpile testing. The stockpile shall be tested prior to respreading.Sample results must be submitted to county staff a minimum of two business days prior torespreading. (2) Submittal requirements. A “Topsoil Management Plan” shall be submittedand shall include information on the topsoil management strategies to be utilized to maintain soilpermeability at or above required standards.(Ord. 83-2016, passed 9-20-16)Requirement. A minimum of twelve inches of topsoil must be provided in all green spaceareas of the project. Topsoil shall meet one of the topsoil standards described in § 153.60(A)below. When available on-site, topsoil shall be managed to protect and/or restore soilpermeability to non-compacted soil conditions following construction. (A) Topsoil standards. (1) Carver County topsoil standard.Table 2. Carver County Topsoil Standard.Requirement Range Test MethodMaterial passing the ¾ in [19 mm] 100% ASTM D 422Material passing No 4 in [4.75 mm] 85% -Clay 5% - 30% ASTM D 422Silt 5% - 35% ASTM D 422Sand 38% - 75% ASTM D 422Organic matter 3% - 15% ASTM D 2974pH 6.1 - 7.5 ASTM G 51Compaction - 1,400 kilopascals (kPa) /Field test200 pounds per square inch(psi) in the upper 12 inchesof soil, or- bulk density of less than1.4 grams per cubiccentimeter (g/cm3) in theupper 12 inches of soil (2) Match existing soils. For sites that have not been previously graded, a sitespecific topsoil standard can be developed using one of the methods described below: (a) Soil survey data. A site specific topsoil standard can be developedusing information on physical soil properties from the Natural Resource Conservation Service’sWeb Soil Survey for Carver County. The proposed site specific standard must be submitted priorto permit approval; (b) On-site testing. A site specific topsoil standard may be developedusing on- site sampling results. One sample shall be collected of the top 12 inches of soil fromeach soil map unit within the disturbed area of the project. Samples shall be collected andanalyzed for percent clay, percent sand, percent silt, organic matter content, and pH. A sitespecific standard shall then be developed using a weighted average of the samples collectedon-site. Sample results and the proposed site specific standard must be submitted prior to permitapproval; or (c) Organic matter, pH, and compaction standards. All site specificstandards shall include the ranges described in the Carver County Topsoil Standard for organicmatter, pH, and compaction. (B) Topsoil replacement methods.ALL SHRUB AREAS TO BE MULCHED WITH DOUBLE SHREDDED HARDWOOD MULCH TO A 4" DEPTH-MULCH TO BE NATURAL COLOR BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN RR CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 )E X C E P T I O NE X C E P T I O NE X C E P T I O N100.0' 100.0'100.0 ' 10 0 . 0 'RAIL CORRIDOR TREE LINE TO REMAINRAIL CORRIDOR TREE LINE TO REMAINRAIL CORRIDOR TREE LINE TO REMAINTREE GROUPING TO BE REMOVEDTREE GROUPING TO BE REMOVEDREMNANT HOMESTEAD TREES TO BE REMOVEDTREE GROUPING TO BE REMOVEDSCALE IN FEET012060NORTH Nov 02, 2018 - 12:31pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-L2-TREEPRES.dwgL2.01TREEPRESERVATIONCANOPY PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.Date:This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.40252William L. Delaney10/19/201811/02/18JMWCity ResubmittalBASE LINE CANOPY COVERAGE = 19% OR LESSCOMMERCIAL/INDUSTRIAL/INSTITUTIONALMINIMUM CANOPY COVERAGE REQUIREMENT = 10%TOTAL PROPERTY AREA = 2,139,667X 10% = 213,966 SF1 NEW TREE = 1089 SF OF CANOPY COVERAGE290 PROPOSED TREES = 315,810 SFCHANHASSEN, MN LANDSCAPE CODELEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSIGNPIPE BOLLARDPROPERTY LIMITEXISTINGPROPOSEDWETLAND LIMITSTREELINEWATERMAINSANITARY SEWERSTORM SEWERDRAINTILEDSSYARDDRAINLANDSCAPE EDGINGTREE TO BE REMOVEDLIMITS OF DISTURBANCETREE PROTECTION FENCETPRIP RAPWARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. Sheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt10/19/2018 8:55:47 AMA118.066ARCHITECTURAL SITEPLANHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASPR 10-19-2018ARCHITECTURAL SITE PLAN0'30'60'120'NSECTION AASECTION BBMONUMENT SIGN64 sf / 8' TALLMONUMNET SIGN64 sf / 8' TALL179,500 sf109,250 sf178,600 sfLYMAN BLVDGALPINRAILROAD TRACKSTREEBUFFERTREEBUFFER A23A24A22A2512345678910111213141516171842' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"42' - 0"19ABCDE49' - 0"40' - 0"40' - 0"39' - 0"1' - 0"168' - 0"Building A179,500 SF18,000 sfMEZZANINE ABOVET/PRECAST136' - 0"FLOOR 1100' - 0"12345678910111213141516171819----1234567899.4.3.2.1.9.9.6.5.LIGHT FIXTURE AON BLDG B ONLYTHIS ELEVATION6' - 0"8' - 0"40' - 0"6' - 0"40' - 0"8' - 0"6' - 0"8' - 0"40' - 0"6' - 0"40' - 0"11' - 0"ENTRYENTRYT/PRECAST136' - 0"FLOOR 1100' - 0"23456789101112131415161718191.2.6.10111213141512.16171818.19LIGHTLIGHT OVER STAIRS (TYP)T/PRECAST136' - 0"FLOOR 1100' - 0"ABCDE----LIGHT FIXT AAENTRYT/PRECAST136' - 0"FLOOR 1100' - 0"ABCDEENTRYSheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt10/19/2018 8:50:07 AMA218.066BUILDING A FLOORPLAN / ELEVATIONSHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASCALE: 1" = 30'-0"A21BLDG A FLOOR PLANSPR 10-19-2018SCALE: 1" = 30'-0"A22BUILIDNG A NORTH - BUILDING B SOUTHSCALE: 1" = 30'-0"A23BUILDING A SOUTH - BUILDING B NORTHSCALE: 1" = 30'-0"A24BUILDING A EASTSCALE: 1" = 30'-0"A25BUILDING A WESTMATERIALS1 PRECAST #12 PRECAST #23 PRECAST #34 ALUMINUM FRAMING SYSTEM5 TINTED INSULATED GLASS(V= VISION / S = SPANDREL)6 PREFINISHED METAL COPING7 TENANT SIGNAGE8 AL/GLS ENTRY DOORS9CANOPY10 DOCK DOOR WITH LEVELER11 DOCK STAIR12 HOLLOW METAL DOOR & FRAME13 PIPE BOLLARD14 DOCK SEAL15 CLERESTORY WINDOW16 AREA LIGHT FIXTURE17 EXIT LIGHT FIXTURE18 DRIVE-UP DOOR19 KNOCK-OUT PANEL20 SPANDREL GLASS0'15'30' 60'N0'15'30' 60'0'15'30' 60'0'15'30' 60'0'15'30' 60'6.1.2.7.9.3.4.8.2.6.1.2.7.9.3.4.8.2.3.SVVVSVVVSVVVSVVVV+34'-0"+36'-0"FRONT ENTRY PERSPECTIVE CORNER ENTRY PERSPECTIVE+34'-0"+ 36'-0" DCBA12345678910111213141516171819A35A34A22A23Building B109,250 SF43' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"108' - 0"43' - 0"35' - 0"35' - 0"44' - 0"114' - 0"950' - 0"DCBAT/ PRECAST136' - 0"BLDG C FLOORPLAN100' - 0"46' - 0"69' - 0"1.2.1.2.6.3.3.4.8.9.5.2020.5.5.LIGHT FIXTURE AASOFFIT LIGHT OVER DOORDCBAT/ PRECAST136' - 0"BLDG C FLOORPLAN100' - 0"SEE 4/A2 FORTYPICAL NOTESLIGHT FIXT AASOFFIT LIGHT OVER DOOROUTLOT ALOT 3LOT 2LOT 1RETAINING WALLLYMANBOULVEARDROOFTOP MECH. UNITSVIEW LINEDOCKDOCKBUILDING ABUILDING BBUILDING C (FUTURE)GRADELOT LINELOT LINELOT LINER.O.W.18' +-BUILDING ABUILDING BLOT LINELOT LINER.O.W.RETAINING WALLDOCKLOT 2LOT 111 ft +-Sheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt10/19/2018 8:54:26 AMA318.066BLDG B PLAN & ELEV.and SITE SECTIONSHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASPR 10-19-2018SCALE: 1" = 30'-0"A31BLDG B FLOOR PLANSCALE: 1/16" = 1'-0"A34BUILDING B EASTSCALE: 1/16" = 1'-0"A35BUILDING B WEST0'15'30' 60'NMATERIALS1 PRECAST #12 PRECAST #23 PRECAST #34 ALUMINUM FRAMING SYSTEM5 TINTED INSULATED GLASS(V= VISION / S = SPANDREL)6 PREFINISHED METAL COPING7 TENANT SIGNAGE8 AL/GLS ENTRY DOORS9CANOPY10 DOCK DOOR WITH LEVELER11 DOCK STAIR12 HOLLOW METAL DOOR & FRAME13 PIPE BOLLARD14 DOCK SEAL15 CLERESTORY WINDOW16 AREA LIGHT FIXTURE17 EXIT LIGHT FIXTURE18 DRIVE-UP DOOR19 KNOCK-OUT PANEL20 SPANDREL GLASS0'8'16' 32'0'8'16' 32'SITE SECTION AASITE ECTION BB1" = 40'1" = 40' Sheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt10/19/2018 10:43:48 AM1 of 118.066SITE LIGHTINGPHOTOMETRICSHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASCALE: 1" = 60'-0"1 of 11PHOTOMETRIC CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on November 8, 2018, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached Notice of Public Hearing for Holasek Business Park, 8610 Galpin Boulevard, Planning Case File No. 2018-18, to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me thiQ{-h day of ll-loui< r*h',',- ,2018. Meuwissen, Deputy Notary Public Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offlces and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigatronal, tracking or any other purpose requiring exactrng measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all clarms brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. (TAX_NAMED (TAX_ADD_LI) (TAX_AD D_L2D, (TAX_AD D_L3D Subject Property _l Subject Property < Next Record ><TAX_NAMED (TAX_ADD_LID (TAX_ADD_L2>, sfAX*AD D_L3D Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time:Tuesday November 20,2018 at 7:00 p.m. This hearing may not start until later in the eveninq. dependinq on the order of the aqenda. Location:City Hall Council Chambers, 7700 Market Boulevard Proposal Consider rezoning parcelfrom Agricultural Estate District (A2) to lndustrial Office Park District (lOP); Subdivision review creating three lots and an outlot; Wetland Alteration Permit; Site Plan Review of a total of 449,350 sf. in three office industrial buildinqs. Applicant:Mark Undestad, Eden Trace Corporation Owner:Holasek Farms LP Property Location: 8610 Galpin Boulevard A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the proiect. Questions & Gomments: lf you want to see the plans before the meeting, please visit the city's proposed developments web page at: www.ci.chanhassen.mn.us/2018-18. lf you wish to talk to someone about this project, please contact Bob Generous by email at bqenerous@ci.chanhassen.mn.us or by phone at 952-227-1131. lf you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project website listed above the Thursday prior to the Planninq Commission meetinq. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen. mn. us/notifyme to sig n up! City Review Procedure:. Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within at least 500 feet of the subject site to be notified of the appli€tion in writing. Any interested party is invited to attend the meeting . Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item wiil be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial . Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. . A neighborhood spokesperson/representative is en@uraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s) . Because the Planning Commission holds the public hearing, the City Council does not Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. lf you wish to have something to be included in the report, olease contact the Plannino staff oerson named on the notification. Date & Time:Tuesday, November 20,2018 at 7:00 p.m. This hearing may not start until later in the evening, dependinq on the order of the agenda. Location:Citv Hall Council Chambers, 7700 Market Boulevard Proposal Consider rezonrng parcelfrom Agricultural Estate District (A2) to lndustrial Office Park District (lOP); Subdivision review creating three lots and an outlot;Wetland Alteration Permit; Site Plan Review of a total of 449,350 sf. in three office industrial buildinss. Applicant:Mark Undestad, Eden Trace Corporation Owner:Holasek Farms LP Property Location: 8610 Galpin Boulevard A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the proiect. Questions & Comments: lf you want to see the plans before the meeting, please visit the city's proposed developments web page at: www.ci.chanhassen.mn.us/2018-18. lf you wish to talk to someone about this project, please contact Bob Generous by email at bqenerous @ci.chanhassen.mn.us or by phone at 952-227-1131. lf you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project website listed above the Thursday prior to the Planninq Commission meetinq. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen. mn. us/notifyme to siqn u pl City Review Procedure: . Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within at least 500 feet of the subject site to be notified of the appliGtion in writing Any interested party is invited to attend the meeting.. Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. . Minnesota State Statute 519.99 requires all applications to be procssed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. . A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meetwiththeneighborhoodregardingtheirproposal. Staffisalsoavailabletoreviewtheprolectwithanyinterestedperson(s). . Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any mrrespondence regardingtheapplicationwillbeincludedinthereporttotheCityCouncil. lfyouwishtohavesomethingtobeincludedinthereport, please contact the Planning staff person named on the notification. PIN TAX NAME 305330030 CHASKA CrTY 250220100 tND SCHOOI DIST 112 25O21O1OO HOLASEK FARMS LP 3O518OO3O HAMLET GREEN LLC 251880010 JC INVESTMENTS OF CHASKA LLC 305330011 VR INVESTMENTS LLC 25224OO9O VOLK.MINGER PROPERTIES LLC 258120100 SCOTT A HANSON 258110120 NEVIN A SEQUEIRA 258110110 JEFFREY P & SARAH L WENDORF 258110200 BRIAN T & SONYA A BENKSTEIN 258110100 MATTHEW SCHILLERSTROM 258110090 MICHAET & JACQUELINE R MROSKO 258110190 MATTHEW & ROBIN WARDEN 258110080 GERHARD & HELENE A SCHOCK 258110070 RORY D & AMY J LEA 258110060 KEN NETH B BAKER 258110180 JAMES M &JENNIFER D LARRANAGA 258110050 ETENA TYADOVA 258110170 DOUGLAS VERNON .JOHNSON 258110040 MORLOCK-ROMANSKI REV LIV TRUST 258130070 THOMASV & BEVERLY LANTILLEY 258130050 JOHN VOSKAMP 25832OOO2 TAUNTON VENTURES LLC 252240060 KJMINNESOTAPROPERTIES LLC 252240070 MP DEVELOPMENT LLC 30521OO5O BECKMAN COULTER INC 3O999O2OO TWIN CITIES & WESTERN RAILROAD 3O521OO2O QUATI-TECH PRODUCTS INC 305330010 ACORN M|N|-STORAGE Vlll LLC 3O519OO3O RAS PROPERTIES - CHASKA tLC 3OO57OO5O CROWN FAB LLC 258320001 SUNNY DAY FITNESS PROPERTIES LLC 3O519OO5O CHASKA HAZELTINE INVESTORS LLC TAX_ADD-11 1 CITY HALL PLAZA 11 PEAVEY RD 1312 SHADWVOOD LN 134 COLUMBIA CT S 1405 WEST FARM RD 147 N IONATHAN BLVD STE 4 15925 COUNW ROAD 40 2267 BOULDER RD 2279 BOULDER RO 2291 BOULDER RD 2292 BOUTDER RD 230], BOULDER RD 2305 BOULDER RD 2308 BOULDER RD 2309 BOUTDER RD 2313 BOULDER RD 2317 BOULDER RD 2318 BOULDER RD 2321 BOUI.DER CREEK RD 2322 BOULDER RD 2325 BOULDER RD 2361 STONE CREEK DR 2375 STONE CREEK DR 2411 GALPIN CT # 120 2471 GALPIN CT STE 110 2471 GALPIN CT STE 1,10 250 S KRAEMER BLVD 2925 12TH ST E 318 LAKE HAZELTINE DR 3410 WINNETKA AVE N STE C 3647 MCKINLEY 5T NE 4035 NOREX DR 4640 PALMER POINT RD 47 W DtVtStON 5T STE 389 TAX_ADD_12 CHASKA CHASKA WACONIA CHASKA CHASKA CHASKA CARVER CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN CHANHASSEN BREA GTENCOE CHASKA NEW HOPE MINNEAPOLIS CHASKA MINNETRISTA CHICAGO TAX_ADD_13 MN 55318-1952 MN 55318-2321 MN 55387-1179 MN 55318-2304 MN ss318-9517 MN 55318-2325 MN 5531s MN 55317-7400 MN 55317-7400 MN 55317-7400 MN 55317-7400 MN 55317-7401 MN 55317-7401 MN 55317-7401 MN 55317-7401 MN 55317-7401 MN 55317-7401 MN 55317-7401 MN 55317-7401 MN 55317-7401 MN 55317-7401 MN 55317-7403 MN 5s31.7-7403 MN 55317-4634 MN 55317-4717 MN 55317-4717 cA 92822-6232 MN ss336-3368 MN 55318-1093 MN 5s427-2090 MN 55418-1562 MN 55318-3043 MN 55331-9176 tL 60610-2220 SHAPE 22OO LYMAN BLVD 85],0 GALPIN BLVD 131 COLUMBIA CT W 2431 GATPIN CT 2267 BOULDER RD 2279 BOULDER RD 2291 BOULDER RD 2292 BOULDER RD 2301 BOULDER RD 2305 BOULDER RD 2308 BOULDER RD 2309 BOULDER RD 2313 BOULDER RD 2317 BOULDER RD 2318 BOULDER RD 2321 BOULDER RD 2322 BOULDER RD 2325 BOULDER RD 2361 STONE CREEK DR 2375 STONE CREEK DR 2411 GALPIN CT 2451 GATPIN CT 2471 GALPIN CT 316 LAKE HAZELTINE DR 318 TAKE HAZELTIN E DR 312 LAKE HAZELTINE BLVD 4035 NOREX DR 2411 GALPIN CT 322 LAKE HAZELTINE DR 3O521OO4O KEVIN LANDVIK 6606 MULBERRY CIR CHANHASSEN MN 55317.8408 3O518OO7O M K KIRSCH LTD PTRSHP 8280HWY5 WACONIA MN55387 252240050 CHAN WEST II LLP 8821 SUNSETTRL CHANHASSEN MN 55317-9137 2431 GALPIN CT 3O512OO9O CHASKA INVESTMENT LP 9531 W78THSTsTE35O EDEN PRAIRIE MN 55344 258329999 TAUNTON VENTURES LP 9980 DEERBROOK DR CHANHASSEN MN 55317-8551 258170240 MERLE & JANE VOLK PO BOX 2549 ADDISON TX 75001.2549 2290 LYMAN BLVD ti a-t.t".$r-ui"-"-Qr,l - ff\o-tL \.^-,.&- 19 frl,ec,dL*c -- ', ''lili'4rM ""ffi--#-N,# -r4 18 l';ldl , | , 7 11.j't i .i-r I ti ",1l' l,l lnd60€nderi Sfiodtrslit 112