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CAS-10_ARBORETUM BUSINESS PARK 7TH ADDITION - MAMAC SYSTEMSV 10— CITY OF CHONSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone:952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park A Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phase: 952227.1400 Fac 952.227.1404 Planning d Natural Resources Phone:952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax 952.227.1110 Web Site www.ci.chanhassen.mn.us May 30, 2007 Mr. Joe Smith Chaska Gateway Partners, LLP c/o Steiner Development, Inc. 3610 County Road 101 Wayzata, MN 55391 Re: Arboretum Business Park 7d' Addition — Planning Case 07-10 Dear Mr. Smith: This letter is to confirm that on May 29, 2007, the Chanhassen City Council approved the following: A. Preliminary and Cmal plat for two lots and one outlot (Arboretum Business Park 7d Addition), plans prepared by Schoell & Madson, Inc., dated April 16, 2007, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail" Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. 5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7d' Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the "wetland trail'. 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. WANNCO The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mr. Joe Smith Arboretum Business Park 7`" Addition Planning Case 07-10 May 30, 2007 Page 2 of 4 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The fast 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20- foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of Date"'Winch rock over each cover may be used. Once casting of inlets takes place, inlet controls Mr. Joe Smith Arboretum Business Park 7`s Addition Planning Case 07-10 May 30, 2007 Page 3 of 4 shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Oudot A, Arboretum Business Park 70' Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension. B. Conditional Use Permit for development within the Bluff Creek Corridor subject to the following conditions: 1. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the Mr. Joe Smith Arboretum Business Park 7th Addition Planning Case 07-10 May 30, 2007 Page 4 of 4 primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. C. Site Plan for a 51,800 square -foot officetwarehouse building (Mamac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast comer of the site for development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7th Addition, plans prepared by Clark Engineering Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007. Two signed mylar copies of the final plat shall be submitted to our office for signatures. Two 1 "=200' scale mylar reductions of the final plat and one 1"=200' scale mylar reductions of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) of the final plat shall be submitted. You will also need to submit trail easement(s) and a warrantee deed conveying the Outlot A to the City to be recorded. Finally, a check payable to the City of Chanhassen in the amount of $113,088.00 shall be submitted to cover the GIS fee ($60.00), park fees ($10,190.00) and SWMP fees ($102,838.00). The City will submit all the necessary documents to Carver County for recording of the subdivision. If you have any questions or need additional information, please contact me at (952) 227-1131 or benerous@ci.chanhassen.mn.us. Since Robert Generous, AICP Senior Planner ,lei TrI11 ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official giplan\2007 planning ca5 s\07-10 arboretum business park 7th addition-mamac systems\approval letter plat and cup-doc 0%-10 May 30, 2007 S. Asim Gul CITY OF Mamac Systems 7400 Flying Cloud Drive C1OII SEN Minneapolis, MN 55344-3720 7700 Market Boulevard Re: Mamac Systems PO Box ssen,M 7 Chanhassen, MN 55317 Planning Case 07-10 Administration This letter is to confirm that on May 29, 2007, the Chanhassen City Council Phone:952227.1100 approved the following: Fax:952227.1110 Building Inspections Site Plan for a 51,800 square -foot officetwarehouse building (Mamac Systems) with Phone: 952.227,1180 a variance to permit only 32 percent building transparency on the western building Fax:952.227.1190 elevation and with a 20-foot setback variance for the drive aisle in the southeast Engineering comer of the site for development within the Bluff Creek Corridor on Lot 1, Block Rm:952227.1160 1, Arboretum Business Park Id' Addition, plans prepared by Clark Engineering Fax:952.227.1170 Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007, Finance subject to the following conditions: Phone: 952227.1140 Fax:952,227.1110 1. The developer shall enter into a site plan agreement with the City and provide Park a Recreation the necessary security to guarantee erosion control, site restoration and Phone: 952.227.1120 landscaping. Fax: 952.227.1110 Recreation Center 2. The future building expansion shall continue the same architectural detailing 2310 Coulter Boulevard Phone:952.227,1400 and window treatment as the initial 35,000 square -foot building. Fax:952.227.1404 3. The developer shall extend a sidewalk from the building to the trail on Planning 8 Natural Resources Century � p Boulevard and include pedestrian ramps at all curbs. The monument Phone:952.227.1130 sign shall be relocated to the north side of the driveway access; and a sidewalk Fax:952.227.1110 installed on the south side of the driveway access. Public Works 1591 Park Road 4. The developer shall incorporate a gathering space in the eastern portion of the Phone:952227.1300 site including benches and/or tables overlooking the natural areas to the east. Fax:952.227.1310 Senior Center 5. The developer shall submit a plan for the restoration of areas adjacent to the Phone:952227.r25 Bluff Creek Corridor with species consistent with the City's Bluff Creek Fax 952.227.1110 Watershed Natural Resources Management Plan. Web Site www.nchanhassemmn.us 6. The parking lot drive aisles on the eastern and southeastern side of the building shall be reduced to 26 feet. 7. The building is required to have an automatic fire extinguishing system. 8. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 9. Four (4) accessible parking spaces must be provided. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. S. Asim Gul Mamac Systems — Planning Case 07-10 May 30, 2007 Page 2 of 4 10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance requirements. 12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The remaining area shall be seeded with a native seed mix approved by the City. If necessary, erosion control materials will be required on the seeded areas. 13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. 14. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 17. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter System, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. OWAA30 S. Asim Gul Mamac Systems — Planning Case 07-10 May 30, 2007 Page 3 of 4 18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/a-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 21. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP. 23. The private storm sewer should be realigned so that it will not lie within the footprint for the future expansion. 24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations and construct a concrete apron per City Detail Plate 5207. 25. The site developer must replace the catch basin casting at the northern access with a surmountable casting. Enclosed is a site plan agreement that must be executed by S. Asim Gul. Note that if there is a mortgage holder on the property, they will need to sign the mortgage holder consent at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by August 26, 2007). The required security specified in the site plan agreement shall be submitted prior to the City issuing a building permit. As part of the building permit plan submittal, the plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. S. Asim Gul Mamac Systems — Planning Case 07-10 May 30, 2007 Page 4 of 4 A copy of the executed agreement will be returned for your files. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Sincerel Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official g:)planX2007 planning casesW-10 Arboretum Business Park 7th Addlapproval letter site plan.doc CITY OF CHANHASSEN SITE PLAN PERMTI' # 07-10 SPECIAL PROVISIONS AGREEMENT dated May 29, 2007, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and S. Asim Gul, (the 'Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 51,800 square -foot building to be built in two phases (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park 7th Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 51,800 square -foot office/warehouse building with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast comer of the site for development within the Bluff Creek Corridor on condition that the Developer enter into this Permit and famish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A —Site Plan prepared by Clark Engineering Corporation dated 04/13/07. Plan B-- Grading Plan prepared by Clark Engineering Corporation dated 04/13/07. Plan C—Landscaping Plan prepared by Mohagen Hansen Architectural Group dated 04/13/07. Plan D--Utility Plans prepared by Clark Engineering Corporation dated 04/13/07. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2008. The Developer may, however, request an extension of time from the City. 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. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall fumish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for (boulevard restoration, erosion control, landscaping and street repari). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. 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 certified mail at the following address: S. Asim Gul 7400 Flying Cloud Drive Minneapolis, MN 55344-3720 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. 7. Other Special Conditions. City Council approves the site plan for a 51,800 square foot, on -story officetwarehouse building to be constructed in two phases subject to the following conditions: a. The developer shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The future building expansion shall continue the same architectural detailing and window treatment as the initial 35,000 square -foot building. c. The developer shall extend a sidewalk from the building to the trail on Century Boulevard and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north side of the driveway access; and a sidewalk installed on the south side of the driveway access. d. The developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. e. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources Management Plan. f. The parking lot drive aisles on the eastern and southeastern side of the building shall be reduced to 26 feet. g. The building is required to have an automatic fire extinguishing system. h. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. i. Four (4) accessible parking spaces must be provided. j. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. k. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance requirements. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The remaining area shall be seeded with a native seed mix approved by the City. If necessary, erosion control materials will be required on the seeded areas. m. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. n. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. o. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. p. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. q. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: 3 Tyne of Slope Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. s. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. t. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. u. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. v. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP. w. The private storm sewer should be realigned so that it will not lie within the footprint for the future expansion. x. The site developer for Lot 1 must remove the curb and gutter at the approved access locations and construct a concrete apron per City Detail Plate 5207. y. The site developer must replace the catch basin casting at the northern access with a surmountable casting. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. �b Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: BY: S. Asim Gul Its STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of , 200_, by Thomas A. Furlong, 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 STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_ by S. Asim Gul. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 C= OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct 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, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. 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 site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion 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 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. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion 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 there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. 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. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 0 7. Responsibility for Costs. A. 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 site plan 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 attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. 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 fast 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. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporaryjob site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severabih . If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancv. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. 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. Recordine. This Permit shall run with the land and may be recorded against the title to the property I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every 7 right, power and remedy herein set forth or otherwise so existing may be exercised from time 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. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. 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 site plan 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. L. Compliance with Laws, Ordinances, and Regulations In the development of the site plan 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; 5. Metropolitan Government, its agencies, departments and commissions. M. 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 too enter into this Development Contract. N. 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. O. 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. MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement 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 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC 0 O—I —►O MEMORANDUM TO: Todd Gerhardt, City Manager ClTT TYOF FROM: Bob Generous, Senior Planner CIMUSSEN s DATE: May 29, 2007 7700 Market Boulevard PC Bo147 Chanhassen%MIN 55317 SUBJ: Arboretum Business Park 70' Addition and Mamac Systems Planning Case #07-10 Administration PFax:952,227.11100 Fax: 952.227.1110 EXECUTIVE SUMMARY Building Inspections The proposed development includes the subdivision (preliminary and final plat) of Phone: 952.227.1180 12.22 acres into two developable lots and one outlot for a stormwater pond; a Fax: 952.227.17.1190 conditional use permit for development within the Bluff Creek corridor; and a site Engineering plan review for a 51,800 square -foot officetwarehouse/manufacturing building PFax:952.2.271170 with a variance from the window requirement and from the Bluff Creek primary Fax: 952.227.1170 zone setback to a drive aisle to access the parking area on the east side of the Finance building. Phone: 952.227,1140 Fax 952.227.1110 ACTION REQUIRED Park d Recreation Phone:952,227.1120 City Council approval requires a majority of City Council present. Fax: 952.227.1110 Recreation Center PLANNING COMMISSION SUMMARY 2310 Coulter Boulevard Phone: 952.227.1400 Fax:952.227.1404 The Planning Commission held a public hearing on May 15, 2007 to review the proposed development. The Planning Commission voted 7 for and 0 against a Planning 6 Natural Resaurces motion recommending approval of the proposed development. The Planning Phone:952.227.1130 Commission minutes are attached. Fax: 952.227.1110 Public works There were no issues or concerns raised regarding the proposed development as part 1591 Park Road of the public hearing process. Phone: 952.227.1300 Fax:952.227.1310 RECOMMENDATION Senior Center Phone:952.227,1125 Staff recommends adoption of the three motions as specified on pages 16 - 21 in Fax: 952.227.1110 the staff report dated May 15, 2007 approving the project. Web Site www.d.chanhassenni us ATTACHMENTS Resolution Approving the Final Plat for Arboretum Business Park 7d' Addition. 2. Planning Commission Staff Report Dated May 15, 2007. 3. Planning Commission Minutes dated May 15, 2007. gAplan\2007 planning cases\07-10 arboretum business park 7th addition -maniac systems\executive summary.doc SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. DATE: MOTION BY: CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA RESOLUTION NO: BY: A RESOLUTION APPROVING A FINAL PLAT CREATING ARBORETUM BUSINESS PARK SEVENTH ADDITION, CHASKA GATEWAY PARTNERS, LLP WHEREAS, Chaska Gateway Partners, LLP, have requested a subdivision of their property into two lots of 4.% and 5.23 acres and an outlot of 2.03 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code and the Arboretum Business Park Development Design Standards; and WHEREAS, the Chanhassen Planning Commission held a public hearing on May 15, 2007, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Arboretum Business Park 7d' Addition (Planning Case #07-10) for the Chaska Gaateway Partners, LLP, property legally described as Outlot C, Arboretum Business Park, creating Lots 1 and 2, Block 1, and Outlot A, Arboretum Business Park 7`s Addition, as shown on the plans prepared Schoell Madsen, dated April 16, 2007, and as amended by the City, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. 5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7"' Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the "wetland trail". 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Sloe Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Outlot A, Arboretum Business Park 7`s Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension. Passed and adopted by the Chanhassen City Council this 29`h day of May, 2007. ATTEST: Todd Gerhardt, City Clerk/Manager Thomas A. Furlong, Mayor YES all ABSENT g:\plan\2007 Planning Commission\07-10 Arboretum Business Park 7" Addition\Resolution ABP Vh Add rd STAFF REPORT PROPOSAL: • Subdivision approval for two lots and one outlot (Arboretum Business Park 70' Addition); • Conditional Use Permit for development within the Bluff Creek Corridor, • Site Plan approval for a 51,800 square -foot officetwarehouse building (Maniac Systems) proposed in two phases of 35,000 and 16,800 square feet of building area with Variances. LOCATION: Northeast comer of Century Boulevard and West 82°d Street APPLICANT: Chaska Gateway Partners, LLP S. Asim Gul c/o Steiner Development, Inc. 7400 Flying Cloud Drive 3610 County Road 101 Minneapolis, MN 55344-3720 Wayzata, MN 55391 (952) 835-1626 (952)475-5122 PRESENT ZONING: Planned Unit Development (PUD) 2020 LAND USE PLAN: Office/Industrial and Parks/Open Space ACREAGE: 12.22 acres DENSITY: F. A. R. 0.24 SUMMARY OF REQUEST: The developer is proposing subdivision of the Outlot into two lots and one outlot and site plan approval for a 35,000 square -foot building with a future expansion of 16,800 square feet (total building area is 51,800 square feet). LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat 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 has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. 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. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. Location Map Arboretum Business Park 7th Addition Village St. BLVD city Mamac Systems Planning Case 07-10 City of Chanhassen Arboretum BouWa d ARBORETUM a - 4 Autumn Ridge Ct m' 5 Autumn Ridge Ln 6 Autumn Ridge Way U BDu�e�atd OULTER BLVD COU\w SUBJECT PROPERTY Chanhassen Nature Preserve SCANNED Arboretum Business Park 7`h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 2 of 21 PROPOSAUSUMMARY The proposed development includes the subdivision of 12.22 acres into two developable lots and one outlot for the stormwater pond. A conditional use permit for development within the Bluff Creek corridor is required. Additionally, a 51,800 square -foot office/warehouse/manufacturing building is proposed on the southerly of the two lots. The budding is proposed to be built in two phases with 35,000 square feet initially, then an additional 16,800 square feet as a second phase. As part of the site plan review, the applicant is requesting a variance (down to 32 percent transparency) from the 50 percent transparent window and doors requirement on the western building elevation, and a setback variance of 20 feet from the 40-foot setback requirement from the Bluff Creek primary zone in the southeast comer of the site to permit the drive aisle to the parking area on the east side of the building. The project is located with the Arboretum Business Park development. The property to the north and east is part of the 100-acre complex owned by the City for permanent open space. To the south is office and industrial development within the City of Chaska. To the west are Century Boulevard and the Heartland America building. The high point on the site with an elevation of 983 is located in the west central portion of the property across from the driveway to the Heartland America building. The low point on the property is located in the northeast comer of the site with an elevation of 943. A wooded area is located along the eastern property line and is part of the Bluff Creek primary zone. A wetland, Arboretum Business Park 7 h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 3 of 21 extending beyond the borders of the site, is located along the northern property line. An existing regional stormwater pond is located on the south side of the parcel. Prior to the development of the Arboretum Business Park, the open portion of the site was cultivated for field crops. The proposed subdivision complies with the Chanhassen City Code and the Arboretum Business Park standards. Staff is recommending approval of the subdivision, the conditional use permit and the proposed site plan with the variance to the fenestration requirement and a variance to the Bluff Creek primary zone setback for the access drive aisle subject to the conditions of the staff report. APPLICABLE REGUATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 3, Variances Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article IV, Division 2, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Chapter 20, Article XXXI, Bluff Creek Overlay District Arboretum Business Park Development Standards BACKGROUND On December 10, 2001, the City approved an amendment to the Planned Unit Development (PUD #92-6) Development Contract/PUD Agreement for Arboretum Business Park incorporating printing as a light industrial use; permitting indoor recreation/health clubs and recording studios in the existing office -industrial buildings in the project; and prohibiting vocational schools, public buildings (except in Outiots A and B), screened outdoor storage, and food processing. On July 28, 1997, the City Council approved the following: the ordinance for PUD #92-6 rezoning approximately 154 acres from Agricultural Estate, A2, to Planned Unit Development, PUD, and the PUD #92-6 granting final plat approval for Arboretum Business Park. On June 23, 1997, the City Council approved a Resolution that the AUAR be revised to incorporate the summary of issues and mitigation plan contained in this staff report, that the revisions to the Traffic Study prepared by SRF outlined in the staff report be incorporated into the study, and that the revised AUAR be adopted by the City. On May 27, 1997, the City Council approved the following: • Approved the first reading for rezoning the property from Agricultural Estate, A2, to Planned Unit Development, PUD. Arboretum Business Park 7`h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 4 of 21 Approved the preliminary PUD #92-6 for an office/industrial business park and preliminary plat approval for 12 lots, 2 outlots and associated right-of-way subject to the plans dated April 4, 1997, revised May 23, 1997,with conditions. The City Council approved a Wetland Alteration Permit for Gateway Business Park subject to the conditions of preliminary PUD #92-6 approval. The City Council approved Interim Use Permit #97-1 for Gateway West Planned Unit Development site subject to conditions. SUBDIVISION REVIEW The developer, Chaska Gateway Partners, is proposing the creation of two lots and one outlot. This parcel was originally preliminary platted as one lot. Since the developer is proposing the creation of an additional lot and outlet, the requests exceeds the previous approval and must be treated as a new subdivision. Sewer and water service, storm water ponding and public streets were provided as part of a previous phase of the Arboretum Business Park development. GRADING, DRAINAGE AND EROSION CONTROL The high point of the property currently lies on the central portion of Lot 1 with gentle slopes extending to the south, east and north. The grades become steeper on the northern portion of Lot 2 as the grade drops toward the wetland. The developer proposes to mass grade the site. Fill for Lot I will come from Lot 2 and from the Heartland building expansion across Century Boulevard. Runoff from Lot 1 will be treated in the pond within Outlot A, which was constructed with the fast phase. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. The grading plan does not include any ponding for Lot 2, which currently drains overland to the existing wetland to the north, consistent with the preliminary plat plans. The developer has indicated that storm sewer will be installed when Lot 2 develops. This storm sewer will discharge to the existing pond in the southeast corner of Century and Coulter Boulevards. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). EROSION AND SEDIMENT CONTROL Storm Water Pollution Preventive Plan (SWPPP) The general notes on erosion and sediment controls are incomplete. A new SWPPP should be developed by the engineer for the site. The SWPPP must be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through Arboretum Business Park 7`h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 5 of 21 the MPCA Storm Water Web Site. The SWPPP should include all details, sequencing of the project and seeding and mulching specifications. Erosion Control Temporary and permanent erosion control plans and details must be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket should be installed on all slopes greater than or equal to 3: L All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Sediment Control Inlet controls are needed for all inlets throughout the project and should be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12 inches of/, -inch rock over each cover may be used. Once casting of inlets takes place, inlet controls must be installed within 24 hours. Inlet protection must be maintained on a regular basis. The plans and SWPPP should be revised to include standard details for all inlet protection devices. Manholes with two -foot sumps should be installed as the last road -accessible structures prior to discharge into the stormwater pond. This will help to prolong the maintenance interval of the proposed stormwater pond. Chanhassen Type 2, Heavy Duty silt fence is needed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence should be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property must to have J- Hooks installed every 50 feet. The existing stormwater pond and areas downstream of the pond must be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as -needed. Provisions for street cleaning should be included in the SWPPP. Arboretum Business Park 7 h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 6 of 21 Easements Drainage and utility easements (minimum 20 feet in width) should be provided over all existing and proposed storm water infrastructure. SURFACE WATER MANAGEMENT FEES Based on the proposed developed area of 10.19 acres, the total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. OTHER AGENCIES The applicant must apply for and obtain permits from the appropriate regulatory agencies (i.e., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. WETLANDS One Ag/Urban wetland basin exists on -site. Schoell and Madson, Inc. delineated the wetlands in 2007. Wetland 1 is located in the northeast portion of the site. No impact is proposed to this basin. A wetland buffer with a minimum width of 16.5 feet must be maintained around all Ag/Urban wetlands. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant must install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. All structures must maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback should be shown on the plans. UTILITIES Eight -inch diameter sanitary sewer and watermain were stubbed out from Century Boulevard with City Project 97-1. The property was assessed for these improvements; the assessment has been paid. The development plans show the services for Lot 1 extending from these stubs. The developer has indicated that services for Lot 2 will be extended from the existing trunk watermain and lateral sanitary sewer within Century Boulevard. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension. Privately owned and maintained storm sewer will be installed within Lot 1. The private storm sewer should be realigned so that it will not lie within the footprint for the future building expansion. Arboretum Business Park 71h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 7 of 21 STREETS Access for both parcels will be from Century Boulevard, a major collector. The recommended access spacing along Century Boulevard is 200 feet. The curb and gutter on Century Boulevard is not surmountable; therefore, the site developer must remove the curb and gutter at the approved access locations and construct a concrete apron per City Detail Plate 5207. The southern access to Lot 1 aligns with the existing access to the Heartland building. The northern access to Lot 1 is approximately 150 feet north and will serve as a tractor -trailer access. Staff supports the proposed northern access since it will be primarily used for tractor -trailer delivery vehicles. The site developer must replace the catch basin casting at the northern access with a surmountable casting. The plans do not identify access locations for Lot 2. The frontage of Lot 2 is approximately 385 feet. Due to the presence of the wetland to the north of Lot 2, access cannot align with Water Tower Place. Actual access location(s) to Lot 2 shall be considered with the site plan approval process for Lot 2. The drive aisle width east and southeast of the building should be reduced to 26 feet. PARKS AND RECREATION Trails The developer shall be responsible for planning, engineering, and constructing the "wetland trail." This trail follows an alignment generally described as the western edge of Outlot B, Arboretum Business Park. Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the intersection of Century Boulevard and Water Tower Place. Portions of said construction will occur off site of the Arboretum plat within land owned by the City of Chanhassen. Trail easements within Outlot C will be required to accommodate the trail. A diagram depicting the general alignment of the "wetland trail' is attached. In consideration for this trail construction, the City shall compensate the developer full costs of trail construction plus a 10% design and construction management fee. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. Arboretum Business Park 7`h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 8 of 21 In lieu of crediting trail fees against said trail construction, full trail fees shall be collected per City ordinance for all lots in the A City's trail dedication account — the same account that will fund the cash payment being made to the developer for trail construction. The cash trail fee for Lot 1, Arboretum Business Park 7a Addition is $4,960. The cash trail fee for Lot 2, Arboretum Business Park 7a' Addition is $5,230. The current plan submittal does not include this trail. Future submittals must depict an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail. Parks All park conditions of approval have been met for Arboretum Business Park 7a' Addition. COMPLIANCE TABLE Areas . ft.) Frontage ft. Depth ft Notes Code 43,560 200 200 Lot 1 215,986 344 517 4.96 ac. Lot 2 227,852 383 648 5.23 ac. Outlot A 88,560 2.03 ac. Storm water pond Total 532,398 12.22 ac. The proposed subdivision complies with the standards for the Arboretum Business Park and City Code. Staff is recommending approval of the subdivision. CONDITIONAL USE PERMIT BLUFF CREEK OVERLAY DISTRICT Bluff Creek is entirely within the City of Chanhassen. It provides a unique blend of habitat, vegetation and recreational opportunities through the center of the City. In December 1996, the City of Chanhassen adopted the Bluff Creek Watershed Natural Resources Management Plan Arboretum Business Park 7`h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 9 of 21 (BCWNRMP). The plan was the culmination of several years of study and planning focused on protecting the natural and recreational resources provided by the Bluff Creek corridor. The BCWNRMP recommended the establishment of a primary zone (the creek, riparian wetlands, associated steep slopes, native vegetation) and a secondary zone (other undeveloped portions of the watershed) as a tool to help protect the creek's natural resources. The primary and secondary zones were mapped at that time using aerial photography to provide staff and the public with a general idea of where the zones would lie. Generally, properties within the Bluff Creek Overlay District are subject to the following requirements: 1. A conditional use permit (CUP) is required prior to all subdivision, site plans, land alteration and building within the Bluff Creek Overlay District. 2. Bluffs must be preserved as set forth in Article XXVIII of City Code. 3. Density transfer can be used to cluster development in areas where the location of the primary zone makes portions of the site unsuitable for development. 4. Natural habitat areas within the primary zone must be preserved as open space. 5. The primary zone must be 100 percent open space. 6. All structures must be set back at least 40 feet from the primary zone. 7. The first 20 feet of the setback from the primary zone cannot be disturbed. Staff has reviewed the mapped primary zone boundary and adjusted the boundary based on site conditions. The plans should be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. It appears that the applicant is proposing alteration within the 20-foot buffer area adjacent to the primary zone. The grading is to accommodate drive areas adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. The project proposes construction of an access driveway within a portion of the Bluff Creek Overlay District primary zone setback and grading within the buffer area. The encroachment into the primary zone setback requires a variance. This driveway is necessary for safety purposes to maintain separation between truck and automobile traffic. To mitigate for the impacts to the primary corridor, the applicant should submit a plan for the restoration of areas adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources Management Plan. Additionally, the parking lot drive aisles on the eastern side of the building shall be reduced to 26 feet to reduce the grading into the primary zone setback and buffer (see attached findings of fact for variance justification). Arboretum Business Park 7`h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 10 of 21 GENERAL SITE PLAN/ARCHITECTURE ARCHITECTURAL COMPLIANCE The developer is proposing a one-story, 18-foot height, 51,600 square- foot office/warehouse/manufacturing building on 4.96 acres. Building materials consists of rock face block, aluminum storefront windows with canopies with a flat roof. Size Portion Placement Due to site topography and proposed grading, the main entry to the building is located on the south elevation of the building. The entry is articulated by being recessed four feet from the building fagade, and projected eight inches out from the face of the building with a parapet that extends above the balance of the building parapet. Material and Detail and Color The developer is proposing the use of reddish/brown rock face concrete block as the primary building material and limestone colored smooth face, single scored concrete block as the upper building material. Storefront -type windows with silver aluminum framing with champagne - colored canopies extend across the west and a portion of the south building elevation. Brown metal coping tops the parapet. Vertical elements are provided by extending the base rock face block in pilasters at regular intervals around the building. These columns project four inches out from the face of the building. Height and Roof Design The project proposes a flat roof with a small parapet. The building is one story with the top of the parapet 18 feet above grade. Pitched roof elements include the use of canopies over the windows and the raised parapet above the main entrance. The owner is not planning on having any exterior mechanical units. They are planning on a hydronic system with heat recovery from their manufacturing equipment and an internal chiller. (This company designs and manufactures control systems for commercial HVAC systems). Arboretum Business Park 7`h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 11 of 21 Facade Transparency 50 percent of the first floor elevation that is viewed by the public shall include transparent windows and/or doors. All other areas shall include landscaping material and architectural detailing and articulation. The applicant is requesting an 18 percent variance from this requirement. Site topography limits the ability to install more windows on the western building elevation. In order to meet the window requirement, the developer would need to extend the bottom of the window below grade or raise the top of the window into the roof structure of the building or create an irregular window pattern across the western building elevation (see attached findings of fact for variance justification). Site Furnishing Community features may include landscaping, lighting, benches, tables. The developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. Loading Areas, Refuse Area, etc. Screening of service yards, refuse and waste removal, other unsightly areas and truck parking/loading areas is accomplished through the location of this area on the north side of the building with a rock -face block trash enclosure and wooden gate. Landscaping The proposed development preserves the trees within the primary zone located on the east and southeast portions of the site. Minimum requirements for landscaping include 4,862 square feet of landscaped area around the parking lot, 19 trees for the parking lot, and bufferyard plantings along Century Boulevard, as well as neighboring property lines. Applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: Required Proposed Vehicular use landscape area 4,862 s . ft. 4,862 s . ft. Trees/ parking lot 19 overstory trees 8 overstory trees Islands/parking lot 10 islands or peninsulas 13 islands/peninsulas Century Blvd. bufferyard C 6 overstory trees 8 oversotry trees 300' 15 understory trees 0 understory trees 15 shrubs 18 shrubs North property line 6 overstory trees No plantings proposed bufferyard B 480' 10 understory trees 18 shrubs Arboretum Business Park 7 h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 12 of 21 Applicant does not meet minimum requirements for trees in the parking lot area or bufferyard areas. Staff recommends that the applicant increase the number of trees in the parking lot and bufferyards to meet minimum landscape requirements. The applicant is proposing sod from the edge of the parking lot west to the edge of the woods and south to the edge of the grading limits. Since both of these adjacent areas are natural and undeveloped, staff recommends that the sod only be extended 15 feet beyond the pavement and the remaining area be seeded with a native mix. If necessary, erosion control materials will be required in the seeded areas. Lot Frontage and Parking location Parking is distributed around the building with 41 spaces west of the building, 9 south of the building and 36 east of the building. No more than 50 percent of the parking shall be between the front fagade and the primary street. LIGHTING/SIGNAGE Site fighting may be provided via 30-foot tall light poles/fixtures. A decorative, shoebox fixture (high pressure sodium vapor lamps or metal halide lights) with a square ornamental pole shall be used throughout the development area for area lighting. All lighting shall be shielded. Wall - mounted units shall be shielded. The developer is proposing 140 square feet of illuminated wall signage on the southwest corner of the building. Wall signs shall be permitted per City ordinance for industrial office park sites. Based on the wall area, this size sign complies with the sign ordinance standards. The developer is also proposing an 8-foot tall monument sign at the entrance on Century Boulevard with 47.5 square feet of sign area, which would also comply with ordinance. The monument base would be constructed of the same material as the building. Signage must include individual dimension lettering. Lettering must be a minimum of'h inch in depth to be classified as dimensional lettering. Flat panel signs are not permitted. Logos may only occupy 15 percent of the sign area. A separate sign permit is required for each sign. ACCESS Access to the site is proposed via two driveways off Century Boulevard. The southerly access is across from the access to the Heartland Building. The northerly site access is primarily for trucks. The developer shall install a sidewalk from the building to the trail on Century Boulevard. Pedestrian ramps shall be installed at all curbs along this pathway. MISCELLANEOUS The building is required to have an automatic fire extinguishing system. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Four (4) accessible parking spaces must be provided. Detailed occupancy requirements cannot be Arboretum Business Park 7a' Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 13 of 21 reviewed until complete plans are submitted. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. COMPLIANCE TABLE Building Height Building Setback Parking stalls PUD 3 stories N-0'E*-40' W-30'S*-40' 85 (Office 5/1,000 square feet: 7,000/1,000 x 5 = 35) (Manufacturing 1/employee on largest shift: 50) Parking Setback Hard surface Coverage Lot Area N-0'E*-40' W-20'S*-40' 70%# 1 acre * Setback from the Bluff Creek Primary Zone. Mamac 1 story, 18 feet N-50'E-151' W-92'S-87' 86 stalls N- 10'E-59' W-20'S-20'@ 52% 10.14 acres @ The applicant is requesting a 20-foot variance for the drive aisle around the southeast corner of the building on Lot 1, Block 1, Arboretum Business Park 7's Addition. # Hard surface coverage must average 70 percent over the entire development. Individual lots may exceed 70 percent site coverage. See table below: Arboretum Business Park 7f6 Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 14 of 21 Project Building Lot Area Impervious Impervious Notes Area (acres) Area Coverage (square (acres) % feet Heartland (SPR 132,800 10.14 7.4 73 #97-6) and Planning Case 07-05 Arboretum Business 113,600 9.2 6.4 70 Park Bldg II SPR#98-4 Arboretum Citco 5,737 1.88 1.1 58 SPR#99-1 Steiner Bldg. 3 59,990 4.53 2.8 61 (SPR#99-13 Parker Hannalin 64,000 5.4 4.6 75 32,000 sq. ft. future (SPR#01-06) expansion included in building area and site coverage Arboretum Auto 7,800 1.5 0.97 65 Services Center SPR#01-08) US Bank (SPR#02- 3,066 1.07 0.72 67 04 Kinder Care 10,434 1.81 0.81 45 Learning Center SPR#02-05 Century Blvd. Court 10,366 1.14 0.59 52 SPR#03-01 Vengra Design 20,000 1.8 1.2 68 (SPR#03-04 Holiday Inn Express 53,000 3.13 1.7 54 SPR#03-08 Lifetime Fitness 309,000 22.18 15.5 70 2d of three buildings (Planning Case 04- under construction 22) Arboretum Business 25,300 2.69 1.8 68 Not constructed Center (Planning Case 06-16) Lot 1, Block 1 51,800 4.96 3.18 64 Proposed site plan Maniac Systems being reviewed, (Planning Case 07- includes expansion 10 Lot 2, Block 1, 7th 68,500 est. 5.23 3.7 70 Undeveloped PUD Lot 2, Block 1 30,320 est. 2.32 1.6 70 Undeveloped Arboretum Business Park 7's Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 15 of 21 Project Building Lot Area Impervious Impervious Notes Area (acres) Area Coverage (square (acres) % feet) PUD Lot 1, Block 3 8,800 est. 2.02 1.4 70 Undeveloped Totals 974,513 83.03 54.87 66 Total Lot area includes Outlot A, ABP 7'hAddition (2.03 ac.) +}u+TTlzlifpwx�s LOTS I A 4 WWI' a I, RE9TpURANf—— e[�_ ,CARe CLWRS LOT 5 ypcK. LOT 4 cl I. L T-lLw IEAtTx CIUB Acl1 oFFICE RE9Tir LOT kd .l wousrnuL . MINOR CORPORATE K 23.40 pC HEADDUARIERS/ !„ OUTLOTA - LOTS = 88.65 PRODUCTION 1' )_44t��w 7 p Cv% 1905 AC PARK= 4R.36 ONVENTPA NFERENCEIC11 ^ Tr'k J /4 "' �. (Park ROW = 14.72 CENTER < 1 1 71 LOT 2 i 'LOT 3 l ` TOTAL = 151.73 ACRES LL 4.48 AC I A40 AC / A•9R AC �j j\ LOT513 R. / Sr c yv LOT53SR"+f EG .6' TRIM LEND viArmpusE "® IRILffV SERVICE All AI % � ,y,r Np, ' }qk1�-.� , / \ OIItuRT • r"arsr 4T3 •-.. . OFFICE .-LOT S I ' I °O1 -441 Klinri J I % LOT 1 WRASE PROPER TY�3K� TOJR2AC C 12.22 ACI oFFxa: rJousTmAL A,s"'yk V..:tY t.,r J PUD PLAN UT ="SERVICE Y��... - 7 � { D. O � ' ARBORETT{M BUSINESS 1 o-: PARK GAS/CONVENIENCE I ��i. i J. CHANHASSEN,AW RANKT 1ROO J �_ 2 DAYCARE OFFICE LOT 1 �v _ CLINIC INWSTR4L OFFICE , MC 4 The proposed site plan, subject to the modifications contained in the staff report and approval of the architectural variance, appears to meet or exceed the development design standards for Arboretum Business Park. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Carver County, Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. RECOMMENDATION Staff and the Planning Commission recommends that City Council adopt the following three motions and adoption of the attached findings of fact and recommendation: Arboretum Business Park 7`h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 16 of 21 A. "The Chanhassen City Council approves the Subdivision for two lots and one outlot (Arboretum Business Park 7d Addition), plans prepared by Schoell & Madson, Inc., dated April 16, 2007, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail" Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82°a Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. 5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7`h Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the "wetland trail". 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20- Arboretum Business Park 7a' Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 17 of 21 foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet Arboretum Business Park 7`s Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 18 of 21 structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Outlot A, Arboretum Business Park 7"' Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension." B. "The Chanhassen Pimping Am City Council approves the Conditional Use Permit, subject to the following conditions: 1. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary." C. "The Chanhassen City Council approves the Site Plan for a 51,800 square -foot office/warehouse building (Maniac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast corner of the site for development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7's Addition, plans prepared by Clark Engineering Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007, subject to the following conditions: Arboretum Business Park 7`s Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 19 of 21 1. The developer shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The future building expansion shall continue the same architectural detailing and window treatment as the initial 35,000 square -foot building. 3. The developer shall extend a sidewalk from the building to the trail on Century Boulevard and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north side of the driveway access; and a sidewalk installed on the south side of the driveway access. 4. The developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. 5. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources Management Plan. 6. The parking lot drive aisles on the eastern and southeastern side of the building shall be reduced to 26 feet. 7. The building is required to have an automatic fire extinguishing system. 8. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 9. Four (4) accessible parking spaces must be provided. 10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance requirements. 12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The remaining area shall be seeded with a native seed mix approved by the City. If necessary, erosion control materials will be required on the seeded areas. 13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. 14. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Arboretum Business Park 7's Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 20 of 21 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 17. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/a-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type I silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 21. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. Arboretum Business Park 7`h Addition/Mamac Systems Planning Case 07-10 May 15, 2007 Page 21 of 21 22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP. 23. The private storm sewer should be realigned so that it will not lie within the footprint for the future expansion. 24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations and construct a concrete apron per City Detail Plate 5207. 25. The site developer must replace the catch basin casting at the northern access with a surmountable casting." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application (Chaska Gateway Partners LLP). 3. Development Review Application (S. Asim Gul). 4. Variance Justification Mohagen Hansen. 5. Reduced Copy Preliminary Plat Arboretum Business Park 7`s Addition. 6. Reduced Copy Final Plat Arboretum Business Park 7`s Addition. 7. Reduced Copy Grading Plan Lot 2, Block 1, Arboretum Business Park 7"Addition. 8. Reduced Copy Grading, Drainage and Erosion Control Plan (Maniac Systems). 9. Reduced Copy Utility Plan (Mamac Systems). 10. Reduced Copy Architectural Site Plan & Landscape Plan (Mamac Systems). 11. Reduced Copy Floor Plan (Maniac Systems). 12. Reduced Copy Exterior Elevations (Mamac Systems). 13. Arboretum Business Park Development Design Standards. 14. Public Hearing Notice and Mailing List. &\pian\2007 planning cases\07-10 arboretum business park 7th addition-mamac system \staff report abp 7th and mamac l.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION II ' Application of Chaska Gateway Partners, LLP and S. Asim Gul for Subdivision approval for two lots and one outlot (Arboretum Business Park 7's Addition), Conditional Use Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot office/warehouse building (Maniac Systems) with Variances. On May 15, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Chaska Gateway Partners, LLP and S. Asim Gul for Subdivision Approval for two lots and one outlot (Arboretum Business Park 7"' Addition), Conditional Use Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot office/warehouse building (Maniac Systems) with Variances. The Planning Commission conducted a public hearing on the proposed subdivision 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 Planned Unit Development (PUD). 2. The property is guided in the Land Use Plan for Office/Industrial and Parks/Open Space. 3. The legal description of the property is: Outlot C, Arboretum Business Park 4. 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 is consistent 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 storm water 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 this chapter; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 5. Conditional Use Permit Findings: a. Will not be detrimental to or enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. c. 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. d. Will not be hazardous or disturbing to existing or planned neighboring uses. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse 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. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. 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. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the area. k. Will not depreciate surrounding property values. 1. Will meet standards prescribed for certain uses as provided in this article. 6. Site Plan Review Findings: 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; b. Is consistent with this division; 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; 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; 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. 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. 7. The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance (for transparent windows and doors) unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. Finding: The literal enforcement of the fenestration standards would cause an undue hardship due to the site topography, which is approximately three feet above the ground floor elevation and does not permit larger windows. In order to meet the standard, the windows would have to extend up in to the roof structures. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. Finding: The need for the variance is due to the unique site characteristics and building type. c. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. Finding: The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel, but to accommodate site topography in the architectural design of the building. d. The alleged difficulty or hardship is not a self-created hardship. Finding: The alleged difficulty or hardship is not a self-created hardship, but due to the topography of the site. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. Finding: The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located since the fenestration proposed is greater than in adjacent buildings. f. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. Finding: The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. 8. The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance (for Bluff Creek Primary Zone setback) unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to 9 allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. Finding: The literal enforcement of the Bluff Creek primary zone setback standards would cause an undue hardship due to the meandering of the primary zone boundary. In order to meet the standard, the developer would not be able to provide a driveway access to the parking on the east side of the building, which is separate from the truck access. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. Finding: The need for the variance is due to the unique site characteristics and a desire to separate truck from employee access and parking. c. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. Finding: The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel, but to accommodate site constraints. d. The alleged difficulty or hardship is not a self-created hardship. Finding: The alleged difficulty or hardship is not a self-created hardship, but due to the configuration of the primary zone. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. Finding: The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located, but should improve safety for site users. f. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. Finding: The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. 9. The planning report #07-10 dated May 15, 2007, prepared by Robert Generous, et al, is incorporated herein. 5 RECOMMENDATION The Planning Commission recommends that the City Council approve the subdivision, conditional use permit and site plan with variances. ADOPTED by the Chanhassen Planning Commission this 15'" day of May, 2007. CHANHASSEN PLANNING COMMISSION IM Its Chairman Name Phone: Email: Planning Case No. 07 - to CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION and Address: CITY OF RECEIVEDSSEN APR 13 2007 PLANNING DEPT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) 42-S Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)" ✓ Subdivision' 306 Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost*" - $.5_0 CUP/SPR/VACA/AR/WAP/Metes & Bounds 45 Minor SUB TOTAL FEE $ ESL, _ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. `Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (".tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT N LOCATION: LEGAL DESCRIPTION: %/GT C' lkC/.�/y/�it� TOTALACREAGE: /L,L-7 WETLANDS PRESENT://,,{( ✓ YES NO PRESENTZONING: fW REQUESTED ZONING: /� PRESENT LAND USE DESIGNATION: 6wicee/ ZAy�>!S�/'/�� REQUESTED LAND USE DESIGNATION: 6itce _L,//hVM% 7<!1 7V Au 71lr/r Se0% This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of rd*1 l / r007 IF Date I It; lO D Date G:\pLAN\forms\Development Review Application.DOC Rev. 12/05 SCANNED CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION 1, Name a r 1M G Email: Owner. Email: Planning Case No. 67-/ID CI'(Y OF CHANHASSEN RECEIVED APR, 13 2007 CHANHASSEN PLANNING DEPT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review /_ Site Plan Review (SPR)' SOO+ S t $ c lot$ Subdivision" An additional fee of $3 00 er addr Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) X Variance (VAR) aCO Welland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — 200 (City to install and remove) X Escr for Filin Fees/ rney Cost" I DO, �UP Pw A /AP/Metes 8 Bounds $450 Minor SUB TOTAL FEE $ I' � Iccaa+. PA Ck''6$22q p ess wrthm the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%'1 X 111, reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. Wft: VAen multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: MiiiN'AGjj S19ME45' �/J.1 LOCATION:c.,__��`" OIq4 C%1�/l�i�q�'�� 64N LEGAL DESCRIPTION: 2S-67400046 TOTAL ACREAGE: 5r WETLANDS PRESENT: PRESENT ZONING: r LAP REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: I ✓i C He71 r 1 a REASON FOR REQUEST: MW. W !GYM Y This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. of Applicant of Fee Owner 3 Date oR.ri, /3�1oo7 Date SCANNED n_dd Review Annlirafinn C Rev. 12/05 ■o April 13, 2007 Variance Request MAMAC Systems Century Boulevard Chanhassen, Minnesota Mohagen Hansen Architectural Group The owner requests a variance from the requirement of 50% glass or doors for the bottom 12 feet of building along the street frontage. The proposed design consists of 32% glass on the West elevation. Because of the grading of the site, the grade along the West elevation is about 30" above the finished floor of the building, which restricts the ability to place glass there. Any additional glass higher than that proposed would be above the ceiling level of the interior spaces. Because of these grading issues the entry of the building is placed along the South elevation. The building uses significant amount of additional glass along this South elevation. The owner requests a variance from the 40' setback along the existing treeline found on the eastern and southeastern side of the property. An access drive is proposed along the southern side of the building 20' from the treeline. This access drive provides access around the perimeter of the building for fire trucks as well as separating the car circulation from the truck circulation that will exist along the North side of the building. 1000 Twelve Oaks Center Drive Suite 200 Wayzata, MN 55391 Tel 952.426.7400 Fax 952.426.7440 V1Tv AECEIVEDSSEN APR 13 2007 CHANHASSEN PLANNING DEP Planning M www.mohagenhansen.00m S 11 l l A.\\\ \\� \�- - a �\�\�\�� L �\\ \. �__ZJ`��\j It ®---m+— llll%I\'�`\\�\��\\,t�3y:J__=teaI 111111 0- . _ I / i I \ \ �i� -'mil 1 \\\- _ i Wit lit.- _1_ /\III 11 CT3 fl1 la / lit 11lk �ll j�y/ ��- t,v�\.r LO C> i 11� i .mcz 1AQ1II / r T I �ilA\ CITY OF CHANHASSEN ° J RECEIVED APR 16 2007 ChiANHASSEN PLANNING DEPT +eaY.R• cf PRELIMINARY PLAT: ARBORETUM BUSINESS PARK 7TH ADDITION .bell. moms aEge m.. -J E- mr V gelAepme! YlYtey mY m pm n n u pia ,m �Y,{,.�Y�1_ eYm, R i- m�>Y ..mm.um. m•oua ..• smmua, SCANNED Y:o06 ®falBl IYIYLIII IIE3Q 9EFI ©:Cho TS..`— WTLOTC �""'• +u.+` llltad3Ln •+^� _ �— b +rtW+r MBORENY 3810 LTY RO t0180 RRELIMelMY /TI ` tm e.a BU8WE88 PARK WAYZATA. MN �T stu .ROEcI Rn eteoe-mo ARBORETUM BUSINESS PARK 7TH ADDITION ul0a .0 uw ar ncz IM4alB ma bys bemPp wm.. unr vua.wY.. Ymwb u.nr von.Mb. re. ew". a M rpYaw aNver aaalr amar F ae malr a 8.... sYb a YF�r., b ae ma ra+ a aea S umvlarvY svio rBic IYM .xna M Saawl wale a M xaaw+ w.+., s.am� la. ianlNY ila Nmp $ aealp m M nwYr pa a.vl. ier.. Cnramb Np ]rYB1A rFa ma M er BIYa C AMOFnM BI19Y$ P.YB[ IYFv aaF a. blael OM. ur M Nvawl Wvr.. SNM IB. iawYnO na nsyl m. aemwq m aN nmar pa a.er Ib oYr a. ImY m Y Ywlr N BIaM � I.WETIY BI19EE P4a nN .rLgMN mC � n.TY anob aiE MJzb b M pYpb b pM6 u� Iaw M ISNIY1b b bMae. 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ImwN Jr. r .,eY la=.r CIIINII O].MY KMIRM 6 +IrtEf I n.ip 001Y aP1 ni pa PI IgpETIY eV9I(A PMl TN AnBITIN On Br b iY a m_ a pwa �r r mrIIW w By c.l Y. 1a1a4 J.. ..pr. a iIM CITY OF CHANHASSEN RECEIVED APR 13 2007 CHANHASSEN PEA a�CNOELL MADSON PLANNING a ENGINEERING a SURVEYING 9 I OF 2 9EE15 ARBORETUM BUSINESS PARK 7TH ADDITION rter— �� t r- OFCHAN �\ / '�.— — — —..• — ITV C� tt,, I e�'v I I \�� J✓ \ II � II ; 1 A, \ II \ II I MOT • s RECEIVED SSEN APR 13 200) CHANHASSEN PLANNING DEF (Y �r iI C CO p t CE JTJRY BOUL.CAR L�L.V vf\ I E.vI I, \ ^r 1 / A nr Al1Al v L.. / •r Vi IVrr 1 / A /'\r ^r-/\ 1 CZTIU[) I `r VI vL�. A 1 h C7 1/r/- 7 by V, rri .J, �. DNwpe wM UM, EaemenY an I�am Uue: nlan nuo uw< e.ev ro wan .am w s..e ti�.°r:°.`.`eaapane ml ms ru«, a e..mw Ie ee se,'s'x ea SCHOELL MADSON PLANNING a ENGINEERING • SURVEYING SHFf 2 R 2 SHIM pD4� I� m� � oDLND ~w NO +1 ea + �wrui'une� serrz as w'rt uNr u wN mx swn�mn�rrw rne• mini 'pµRlwn[s ww v+Pu�wrs. rn M eWl[C� [xGM[n u.wr r •) vrnr. unrtnu+ �afa. M1Ymf. uari[ vertu.. wn wv mMM1w m u wcxis•m nM1Wlu r0 „VW uxo[xxinw mi pWK n� uno+»wr el �..Mw n.. »awwr..w.uica M WMMCIM MO NYr R m® nr M OinMnIM n[ �CYNIA W 9rt NiY iO11NO 1Wl vd�l s u MY RM R'NRVf e[WMf. M rOIM1Yi Mn 4nM M OY.VOO W R RIEYnI n RrYnNI m M MTmvIUM uO/EII M MIUIN WnY'M NM tNY4w a M iA xn��Yr�10! iR' Wt�lo u� � Ofelf� IWIf. r T�m�NMrIn nWV<RMM M rr<bGMx n ru rY /NMI FY s 0Iu0iW m Iem nxalo Tlna [Over �N w <wFtlul n eww /YInR a mew0 rx wu R mwlm p r• s IT7• M �O wm wIe w �R Ynlm d �� IN/ron Me rvnn® Rx lo-lo-N n � NNc m fs 1 OPW namlRR wullvl McM111M www%w�ilw wmru en W�mnRIUR nlotd/I6 rnCAA wom ml eemR.mr NRw• xelrr M rn A MNuI R w Nue to m NM-� M pNf/f-MY YO R1YY[ (n!I MNCIW Y R CITY OF CHANHASSEN RECEIVED APR 2 4 2007 CHANHASSEN PLANNING DEPT I a� MN IEEE, ,o p I 0 U L saL 1 �� •C' ll _.� yarba e � *' �QO'`'`a� ° 3 _..-.�` 5 SUBGRADE PAD ELEV=969.00 ci Pe 9 .. l :)y 1 �rr VI 91 ,lam wo Fi_" �7 I Schnell MaE.— MR Sc el_ , CKASKA GATEWAY PARTNERS, LLC +. M GRADING niAu SCANNED CIgIECf: Lm x AiB]RErVu 9 sw[ss AANN ..IN ...1.N �ncATw¢ CNN]O.SSEN, uN CMEn/oEKLOPEN: EN.]NA urzw.r PARTNERS, uC ]u. co4Nn I., SC4M WA1LiA, 4N Df]YI CCNIN[T(SR iM ENGINEER. .1.1 MNSEN 'A . S]RC A NV NORM RE.4G4M. EW,I{T: JURY VS CRC y,. M� ATRNANA L.,N:...... NANA...,......._. TAT RAN TA iaa�u �xr. � m �oisnE m m R.xuews A. yAnnA M. me fillbAYN1.... N„.,... _.... N..N... R.N ..� ....rn. NP.. ,RPAR Schoell Madson IRANAIAR -AA— '�........,r<. • illEfid O O.IWY � xPAI rtYG 110IT/L PAR _ANNAR CHAS" GATEWAY PARTNERS, LLC �emmR. N CITY OF CHANHASSEN RECEIVED APR 2 4 2007 CHANHASSEN PLANNING DEPT ECT]AR..REINR SWPPP SCANNED .. w a I \ _ e runts[ arw'slaN I I 1 1 ` VIY •,qr/ .. en 11 `\ PROPOS®. BUILDING �� ..._ / 1 I I 1 __... AE..0)l:Y ..--...__ .e4 I j' I •,i: SSSTT4•••"` J YX Y -------------- 111 tl�lrr •Y/ ay "rL I � III I � I I III pNl I � / IIIII II. C III IIPI � 1 � III III � IgnO im.u� � 1 IyeJl I II IIIII 111 l YI I I I �. Ilhllll 111 au luh'I I J O� , _a� I ., I is - 11 nlnu.Illl VI tlllllll w� ^ It+l lll,' I 1 II I I IIII111�1111 i I11i1II,� III 11 1 IIIII I II (( I IY�511 I II hd}1Au.,L 12ND STREET,, CITY OF CHANHASSEN RECEIVED APR 13 zoo? CHANHASSEN PLANNING DEPT I D: (MMPDSED SSId1 m_ .. m �•�m. �emew Os � m em.ars srra rasa �w wwa�w. ^s usmnw �a wroens wu �F �d1 �ONIPsaw�m� vw-m ev mnis um new v' amw..om. m+.o.�n.lo 000 eo.o..,ro.,.p ow. SCANNt... rllyl.F _\L_\�.- __. �.. ��_ FIIOP[•_i1WE. `; 9 W \ .-... _ 1 1 \ \ I 1 \ 1„ ♦♦\ . %ate_ I \I II •s / I I I I 1 i AV tower rxvnrvsme . � II r�I PROPOSED BUILDING -I rre-nde• Imp II I l II ~ II I III I 1 1 III OJ I Il 11 llilu i Ijl G \1\i\II n II I11 111IIIII I ill�i�i � hill\\ 1 i r CITY OF CHANHASSEN RECEIVED APR 13 200I CHANHASSEN PLANNING DEPT M.LLL: 1• � y' w� SCANNED 1{ ��!!dliiei •ii RRS �P Qgl a Q ��i Q m? 2xx2 f FiEa� uwZs N O i� tt i i:i ¢ g � y49 qq4RR pp ggc !! h N h N I I LL- � I I I !a I h P I I N I RI si 1= i I r 9 R I ¢ •° < � 4 Fgq p ggi i eip i I ' R F yiy g � Hill, sipY pP ¢prly O� ¢g1°311�! 0 9 oil. Jai! P Y Jai! tg¢1 Y YYR R �F E�•;�i¢� b��$f �a ppl.i$ n e n �d 1 a iR 0 gFLOOR PEAK �nr . r-e MAMAC SYSTEMS CENTURY BLVD. CHANHASSEN. MN MH...n N ery 1EV1�1 IrtA nmm �L WY� FLOOR PLAN CITY SUBMITTAL 4) A2.0 WANMEO U , $IIEVATION +w Amos nr- am ma./ ,r�nn g NORTH EIEVATION nw ,nr - i b- M M— x A M Pow I gWESTELEVATION X�LMX�,. g z-MRo swx 4 t I /1 MONUMFM SIGN CENTURY BLVD. CHANHASSEN. MN Moee.n Xeee.1E�/,E:.,E OmoI t EXTERIOR ELEVATION CITY SUBMITTAL SWHID Adopted 7/28/98 Amended 7/26/99 Amended 8/13/01 Amended 12/10/01 Amended 4/14/03 Amended 8/23/04 EXHIBIT C ARBORETUM BUSINESS PARK DEVELOPMENT DESIGN STANDARDS Development Standards a. Intent The purpose of this zone is to create a PUD light industrial/office park. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. Photo - composite images of proposed development adjacent to Highways 5 and 41 shall be submitted as part of the review process. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below if they are ancillary to a principal use on the individual lot. Commercial/retail uses are prohibited except those uses specifically noted below. b. Permitted Uses The permitted uses in this zone should be limited to light industrial, warehousing, office and other uses as defined below. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the City Council shall make that interpretation. Permitted uses shall be allowed on the different Blocks and Lots for which they are specified below. The Blocks and Lots specified below are those designated on the attached PUD plan. The Block and Lot designations in final plats approved for phases of development may differ from those specified below. However, the permitted uses shall continue to be those specified below for the Lots identified in the PUD plan. Light Industrial - The manufacturing, compounding, processing, assembling, packaging, printing, or testing of goods or equipment or research activities entirely within an enclosed structure, with no outside storage. There shall be negligible impact upon the surrounding environment by noise, vibration, smoke, dust or pollutants. (Lots 3, 4, and 5, Block 1; Lot 1, Block 2; Lots 1, 2, 3, and 5 , Block 4; and the Wrase property) (Amended 12/10/01) Warehousing - Means the commercial storage of merchandise and personal property. (Lots 3, 4, and 5, Block 1; and Lots 1, 2, 3, and 5 , Block 4) Office - Professional and business office. (Lots 1, 2, 3, 4, and 5, Blockl; Lot 1, Block 2; Lot 1, Block 3; L.otsl, 2, 3, 4 , and 5, Block 4; and the Wrase property) Health Services- establishments primarily engaged in furnishing medical, surgical and other health services to persons. (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4 , Block 4) Conferences/Convention Center - establishments designed to accommodate people in assembly, providing conference and meeting services to individuals, groups, and organizations. (L.ot 5 , Block 4) Indoor Recreation/Health Club - establishments engaged in operating reducing and other health clubs, spas, and similar facilities featuring exercise and other physical fitness conditioning. (Lots 3,4 and 5, Block 1; Lot 1, Block 3; and Lots 2, 3, 4 and 5, Block 4) (Amended 12/10/O1 and 8/23/04) Hotel/Motel-establishments engaged in furnishing lodging, or lodging and meals, to the general public. (Lot 1, Block 3; and Lot 4, Block 4) Utility Services - Water towers and reservoir. (Lots 3, 4, and 5, Block 1; Lots 1, 2, and 3, Block 4; and the Wrase property) Recording Studio - Lots 3,4 and 5, Block 1; Lots 2 and 3, Block 4. (Amended 12/10/O1) Commercial uses (permitted on lots specified as commercial in development standards tabulation box) 1. Restaurant, permitted on Lot 1, Block 3 or Lot 4, Block 4. (One stand alone restaurant.) 2. Convenience store with or without gas pumps, not to exceed 12,000 square feet, on Lot 1 or 2, Block 1, only. (One convenience store.) 3. Banks, with or without drive up windows (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4, Block 4) 4. Day Care - establishments providing for the care and supervision of infants and children on a daily basis. (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4, Block 4) 5. Auto service center, auto body repair is prohibited (Wrase) (amended 8/13/01) 6. Personal Services (amended 4/14/03) Ancillary Uses (in conjunction with and integral to a primary use) 1. Fast Food (no drive -through and only in conjunction with and integral to a convenience store). 2. Restaurant (only in conjunction with hotel/motel or convention/conference center). 3. Showroom - showroom type display area for products stored or manufactured on -site provided that no more than 20 percent of the floor space is used for such display and sales. [for entire development]. (Amended 8/25/97) 4. Telecommunication Towers and Antennas by conditional use permit only. 5. Car wash, in conjunction with convenience store. 6. Day Care Interim Uses (Amended 7/26/99) Church facilities, i.e., assembly or worship halls and associated office, meeting, and other required spaces, subject to the following criteria: 1. The church shall not occupy more than six percent (6%) of the one building on Lots 3 and 4, Block 2, Arboretum Business Park 2nd Addition. 2. The church congregation may not exceed 200 adult members. 3. Shall be reviewed and approved in accordance with the same procedures specified in the city code for conditional use permits. Prohibited uses (Amended 12/10/01) • Contractors Yard • Lumber Yard • Home Improvement/Building Supply • Garden Center • Auto related including sales and repair, except on the Wrase property (amended 8/13/O1) • Home furnishings and equipment stores • General Merchandise Store • Vocational School • Public buildings, except on Outlots A and B, which are public park land • Screened outdoor storage • Food processing C. Setbacks The development is regulated by the Highway 5 and the PUD Standards. There are no minimum requirements for setbacks on interior lot lines in the PUD zone. The following setbacks shall apply: Street Frontage Minimum Setback BuildinglP ng Maximum Setback BuildinglParking Hwys. 5 & 41 70/50 150 Coulter & Century Boulevards 50/20 100 82 & West Local 30/20 NA *Lot 5, Block 4, must only meet the maximum setback on one Highway frontage. The average hard surface coverage does not include Outlots A and B. The PUD standard for hard surface coverage is 70% for office and industrial uses. Any one site/lot can exceed the 70 percent requirement but in no case can the entire finished development exceed 70 percent. d. Development Standards Tabulation Box 1. Building Area LOT/USE 82 Street Dedication ACRES 1.80 Building Size/FAR ( uare feet) PARKING Interior Roadway 10.54 land/Open space U land 48.36 16.6 N/A 30 Wetland 28.7 Ponds Lot 3, Block 1 13.01 10.02 131,006 262 Lot 4, Block 1 5.45 71,218 142 Lot 5, Block 1 4.41 57,688 115 Lot 1, Block 4 4.38 57,199 114 Lot 2, Block 4 5.40 70,597 141 Lot 3, Block 4 8.98 117,371 235 Lot 1, Block 2 12.23 159,822 320 Lot 5. Block 4, 23.20 (A FAR) 404,279 (311000) 1,213 Wrase 2.64 35,500 68 Commercial. 14.59__ .15 FAR / .30 FAR.:. Office Lot 1, Block 1 1.80 11,746 / 23,520 (5/1000) 59 Lot 2, Blockl 2.32 15,180 / 30,320 (4/1000) 61 Lot 4, Block 4 , Office/Hotel 4.06 26,536 / 53,060 (5/1000) 133 Lotl, Block 3 6.41 (.10FAR) 27937 / (16/1000) 447 Restaurant/Office 83,770 Park Total 1,259,850 TOTAL 154.39� __ 11186,079 / 3,310 T-F 1 95,350 Commercial sites may develop as office -industrial uses. Square footage for individual lots may be reallocated within the development, by type, provided the maximum square footage is not exceeded. Building Square Footage Breakdown Office 31% 368,000 / (432,000) Light Industrial 31% 368,000 / (432,000) Warehouse 31% 368,000 / (432,000) Commercial 7% 81,000 / (0) Total 100% 1,186,000 / (1,295,000) *includes the Wrase property. O represents conversion of commercial uses to office - industrial uses 2. More than one (1) principal structure may be placed on one (1) platted lot. 3. Building height shall be limited to 3 stories or 40 feet. 4. Lot 5, Block 4, , is intended to accommodate a major corporate headquarters or office, research, high end manufacturing with limited warehousing type user. While the majority of the development is based on 30 percent office space, Lot 5 must have a minimum of 40 percent office use and include multi -story building(s). e. Building Materials and Design The PUD requires that the development demonstrate a higher quality of architectural standards and site design. All mechanical equipment shall be screened with material compatible to the building. 2. All materials shall be of high quality and durable. Masonry material shall be used. Color shall be introduced through colored block or panels and not painted cinder block. 3. Brick may be used and must be approved to assure uniformity. 4. Block shall have a weathered face or be polished, fluted, or broken face. 5. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured, coated, or painted. 6. Metal siding will not be approved except as support material to one of the above materials or curtain wall on office components or, as trim or as HVAC screen. 7. All accessory structures shall be designed to be compatible with the primary structure. 8. All roof mounted equipment shall be screened by walls of compatible appearing material or camouflaged to blend into the building or background. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. 9. The use of large unadorned, pre -stressed concrete panels and concrete block shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. The buildings shall have varied and interesting detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 10. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Center. 11 Each buildings shall contain one or more pitched roof elements depending on scale and type of building, or other architectural treatments such as towers, arches, vaults, entryway projections, canopies and detailing to add additional interest and articulation to structures. 12. There shall be no underdeveloped sides of buildings visible from public right-of-ways. All elevations visible from the street shall receive nearly equal treatment and visual qualities. L Site Landscaping and Screening Landscaping along Highways 41 and 5 shall comply with Buffer yard standard C. Coulter Boulevard, Century Boulevard, and West 82°d Street shall comply with Buffer yard standard B. The master landscape plan for the Arboretum Business Park (formerly Gateway) PUD shall be the design guide for all of the specific site landscape developments. Each lot must present a landscape plan for approval with the site plan review process. 2. Storage of material outdoors is prohibited unless it has been approved under site plan review. All approved outdoor storage must be screened with masonry fences and/or landscaping. 3. Undulating or angular berms or elevation changes of 3' in height shall be placed along Coulter Boulevard, and Century Boulevard. The berms shall be sodded or seeded at the conclusion of each project Phase grading and utility construction. The required buffer landscaping may be installed incrementally, but it shall be required where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 4. Loading areas shall be screened 100 percent year round from public right-of-ways. Wing walls may be required where deemed appropriate. g. Signage All freestanding signs be limited to monument signs. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material throughout the development. The applicant should submit a sign package for staff review. 2. Each property shall be allowed one monument sign per street frontage. 3. The signage will have consistency throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. 4. Consistency in signage shall relate to color, size, materials, and heights. 5. The Arboretum Business Park PUD shall be permitted two Arboretum Business Park identification signs. One sign per project entrance, at West 82"a and Century Boulevard and at Highway 41 and the westerly roadway, shall be permitted. Said sign shall not exceed 80 square feet in sign area nor be greater than eight feet in height. 6. Wall sign shall be permitted per city ordinance for industrial office park site. 7. All signs shall require a separate sign permit. 8. In addition to the two signs identified in g. 5. above, signage for the main entrance on Highway 5 and Century Boulevard shall be reviewed and approved by the Planning Commission and City Council. h. Lighting 1. Lighting for the interior of the business center should be consistent throughout the development. The street lights should be designed consistent with the existing lighting along the existing Coulter Boulevard. 2. A decorative, shoe box fixture (high pressure sodium vapor lamps or metal halide lights) with a square ornamental pole shall be used throughout the development area for area lighting. 3 Lighting equipment similar to what is mounted in the public street right-of-ways shall be used in the private areas. 4. All light fixtures shall be shielded. Light level for site lighting shall be no more than 112 candle at the property line. This does not apply to street lighting. i. Alternative Access 1. Each site shall accommodate transit service within the individual development whenever possible. 2. Pedestrian access shall be provided from each site to the public sidewalk and trail system. 3. The developer and site users shall promote and encourage Traffic Demand Management Strategies. 4. Each site shall provide areas for bicycle parking and storage. LOTS 1 & 4 -" ` :'� I F!' �'- - ✓ `� RESTAURANT OFFICES DAY CARE CLINICS LOT 5 �' 9LO K� �� W I' I.( HEALTH CLUB OFFICE RESEARCH • 1 LO �� INDUSTRIAL `V ,�INI ! MAJOR CORPORATEI.� � 9i r HEADQUARTERS/ �I��'iiN�.. \ ;% LOTS = 88.85 PRODUCTION n4 �� '�� A/� �:��_.. �� ' PARK = 48.36 CONFERENCE/CONVENTI ROW = 14.72 CENTER'j�`�"� LOT LOTS _/ `_° TOTAL = 151.73 ACRES AC. 98 AC 4 LOTS 1.3 LOTS 3-5 • 1A INDUSTRIAL 21: \ �\ 1`�°+„ r LEGEND WAREHOUSE Ill/�� a r F"; en Monumenra l�//J/(/J/ 1� ® qy a" Stree[Trea UTILITY SERVICE i Ilu1t h11�Q,x� r�' Imo\ "mow 1 — PJ.n dSig. , Poudr OFFICE \ 1� T `3L"2 �+i �,i� 4ze16Clc1 • Gmmd Sig. Wedaod2 ) Y �I I,A V'.- SawUgho Nd/Bihe TviL WRASE PROPER h5� �aC C !p i3.22AC OFFICE INDUSTRIAL I ' �b B/ - - - PUD PLAN UTILITY SERV LOTS 1 � ARBORETUM BUSINESS PA J' CHANHASSEN, MN & /:'+ ".:. j,f Q� J, � GAS/CO FAST �,�a�s 000, .•l 4 BANK - -- I1 -•� -f --- - / DAYCARE xoeru OFFICE LOT 1 �"---' o� 2ao• eov CLINIC INDUSTRIAL OFFICE 27. AY 117 FICUKE 4 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on May 3, 2007, 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 Arboretum Business Park 7t° Addition/Mamac — Planning Case 07-10 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 this day of 2007. IAIVI Notary Pub nA I- ai444� KareJ. Engelh , Deputy Jerk KIM I MEUWISSEN ?, Notary Public -Minnesota My Commission Expires dw 31, 2010 Notice of Public Hearing - Chanhassen Planning Commission Meeting Notice of Public Hearing • Chanhassen Planning Commission Meeting Date & Time: Tuesday, May 15, 2007 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Subdivision A?Rroval for two lots and one outlot (Arboretum Business Park 7 Addition), Conditional Use Proposal: Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot office/warehouse building (Mamac Systems) with Variances on property zoned Planned Unit Development PUD Applicant: Chaska Gateway Partners, LLP and S. Asim Gul Property Northeast corner of Century Boulevard and West 82nd Street Location: A location map is on the reverse side of this notice. 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 What Happens public hearing through the following steps: at the Meeting: 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 project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sere/plan/07-10.htmi. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If 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 web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application 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 commerciaUindustrial. • 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 spokespersontrepresentative is encouraged 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. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Date & Time: Tuesday, May 15, 2007 at 7:00 p.m. This hearing may not start until later In the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Subdivision Approval for two lots and one outlot (Arboretum Business Park 7"' Addition), Conditional Use Permit for development within the Bluff Creek Corridor and Site Proposal: Plan Approval for a 51,800 square -foot office/Warehouse building (Mamac Systems) with Variances on property zoned Planned Unit Development PUD Applicant: Chaska Gateway Partners, LLP and S. Asim Gul Property Northeast corner of Century Boulevard and West 82rd Street Location: A location map is on the reverse side of this notice. 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 What Happens public hearing through the following steps: at the Meeting: 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 project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/07-10.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If 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 web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application 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 recommentlation. 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 commerciaUindustrial. • 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 encouraged 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. If you wish to have somethina to be included in the report, lease contact the Planning Staff person named on the notification. &ABHUMW5 M This map is neither a legally recorded map nor a surrey anal is rrot intended to be used as are. This map is a completion of records, information and data located in various city, county, state and federal offices and differ sources regarding the area shown, and is to be used for reference WrWses only. The City does not nu ant that the Geographic Incarnation rnation System (GIS) Data used to prepare this map are enor free, and the City does not represent that the GIS Data can be used for navigational, treclung or any other purpose requiring exacting measurement of distance or direction or precision in the clinician of geographic features. If enors or discrepancies are found please contact 952-221-1107. The preceding declaimer is pmvided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map WfatoWedges that the City shall no be liable for any damages, and expressly waives all darts, and agrees to detend, mdeanity, and hold hamYess the City from any and all darts brought by User, its ertployaes or agents, or third parties which arise out of the user's access or use of data provided. gale FV Wl This map is neither a legaly recorded map nor a survey and is not intended to he used as ona. 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 Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can he used for navigational, uacmg or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. b enors or discrepancies are found please contact 952-227-1107. Fria preceding declaimer is provided pusuant to Minnesota Statutes §466.03, Subd. 21 (2000). and the user of this map acknoMedges that the City shall na be liable fa any damagesand eipressly waives all Gans, and agrees to defend, indemnity, and hdd harmless the City from any and all claims brought by User, its enployeas or agents, or third parties which arise out of the users access or use of data prowled. J & J REAL ESTATE PROPERTIES COEUR TERRA LLP C/O A-Z RENTALS ARBORETUM III REALTY PTRS LLP C/O SUMMERHILL COMMERCIAL R E 6641 MINNEWASHTA PKY 3610 CO RD 101 1458 WHITE OAK DR EXCELSIOR, MN 55331 -9657 WAYZATA , MN 55391 -3424 STE 106 CHASKA, MN 55318 -2525 CHASKA GATEWAY PARTNERS 3610 CO RD 101 WAYZATA , MN 55391 -3424 BAILIWICK ENTERPRISES LLC 4260 NOREX DR CHASKA, MN 55318 -3047 CHANHASSEN ACQUISITIONS LLC C/O PARKER HANNIFIN CORP 6035 PARKLAND BLVD CLEVELAND , OH 44124 -4141 GENE G & SUSAN L O'BRIEN 6628 ASTER TRL EXCELSIOR, MN 55331 -8945 4275 NOREX LLC 4275 NOREX DR CHASKA, MN 55318 -3046 S&P PROPERTIES LLC C/O STEVEN D ROBINS 4311 PEAVEY RD CHASKA. MN 55318 -2351 CENTURY 2000 PARTNERS LLP C/O STEINER DEVELOPMENT 3610 HWY 101 S WAYZATA, MN 55391 -3424 City of Chanhassen Public Hearing Notification Area (500 feet) Arboretum Business Park 7th Addition Mamac Planning Case 07-10 State Highway 5 rate Place oulter Blvd. terTmer lace SUBJECT PROPERTY w m 1 C City of Chanhassen �— City of Chaska m o < CD m ❑❑ o w D. PUBLIC HEARING: CONDITIONAL USE PERMIT FOR DEVELOPMENT WITHIN THE BLUFF CREEK GATEWAY PARTNERS, LLP AND S. ASIM GUL, PLANNING CASE 2007-10. Public Present: Name Address Joe Smith 16521 Elm Circle, Minnetonka Todd Mohagen 18715 25`b Avenue No., Plymouth Bob Generous presented the staff report on this item. McDonald: Dan, why don't we start with you. Keefe: You know in regard, you know one of the variances show windows and I'm really not having a problem with that one. The other variance is to put the drive aisle down on the, is that the south side but it's also a conditional use permit is related to that as well? Generous: Well the conditional use permit is for any development within the Bluff Creek corridor so every project that comes in we first, that's one of the approvals they have to go through. Keefe: Okay. So it isn't really that driveway that's driving the use? Generous: It's the subdivision. Keefe: Yeah, subdivision right. Okay, but then the variance piece is for that driveway. My question is in regards to sort of building configuration and site plan. Was there alternative site plans looked at in terms of building, placement locations looked at on this site that would not require to do variances? Generous: There were numerous alternatives that, and I should probably have the applicant present that but you know what they're trying to make the north side of the building work for the truck access and so you have those maneuverings that you have to do and then the rest of the site, it's only that southeast comer which comes at an angle that creates a problem and we want them to segregate if you will their vehicular, their car traffic from their truck traffic and to do that we have to provide access to the east. Keefe: And I presume there's an entrance to the building on the east side of the building for. Generous: Yes. Keefe: Okay. So, and then, and so the parking that's on the east side is not just to fulfill the parking requirements. It's also convenience to people working in the building? Generous: That would be my assumption. While it does meet the, help meet the standard that they'll actually use it, because they do have an access door in that location. Keefe: Right. And where rm going with that is just, you know are we doing a variance to accommodate our parking requirements only without having the parking really to service the building. Generous: No. I believe that the parking is necessary for the building. Keefe: Okay. Alright. Fair enough. McDonald: Mark? Undestad: No. McDonald: Debbie? Larson: No. McDonald: Kathleen? Thomas: No. McDonald: Kevin. Dillon: I don't have any questions at this time. McDonald: Kurt. Papke: On the fagade transparency issue, if I recall correctly a couple of months ago we had a building addition in very close proximity where we had a similar relaxation of this requirement. Generous: Right across the street. Papke: So my concern is, although we look at these one at a time, sometimes we have to look at the cumulative impact and so on. So I guess my question, I don't know if it's philosophical or not. You know do we have an issue here where we're setting up standards that we're having to you know have variances on at every turn in this area here. Or conversely are we lowering our standards too much if we have a number of buildings in the area here where we're having to grant variances? 2 Generous: Yeah. In this instance I don't believe that's the case. It's really due to the constraints on the site that we're even looking at the variance. Papke: It's the grade in this area. Generous: Yeah. If we could get a window that goes down lower, I believe we would have been able to meet the standard. But they have to keep it up so high to maintain their architectural vision. Otherwise we could have different size. And also, if we had an entrance on this side, we would get more fenestration. But since it's again the topography shifts up to the south side there. Papke: My concern though is the last one, well they're driving forklifts around so we can't have all the windows. This one, oh we've got a grading problem. You know I just, I don't want to see a pattern develop you know, so I just have a concern that we have an issue here so I just want to make sure I understood you know where we were going with this and looking at the larger context of similar situations in the area. Generous: Later we will be looking at some proposed revisions to that section of the ordinance. So as part of that we can... Papke: Okay. Generous: In this one I think it's really site driven. Papke: Okay. McDonald: I just want to reflect on what Commissioner Papke just went through because I do remember having this same conversation with the building across the street and I guess we were given certain assurances and while we're across the street and we're being asked for the same thing. Yes, I would ask you to look at that and I'm glad to hear that you are re -addressing the issue and you'll be bringing something before us because I just, you know how I feel about variances. That they should be unique and for a good reason and it should not just be a blanket thing which is what this is becoming it appears. I'm having a problem with the driveway and on the east and the west side, and you had made some comments about it looks like on the east side, if they reduce that down to what is normal, and I think you said 26 feet. That that would be standard within a driveway and that somehow if they do that a variance goes away or, I'm not sure I followed what you were talking about. Why we're doing that. Generous: Mr. Chairman, the variance doesn't go away because the problem isn't on the west, or the east side of the building. It's just the southeast line. As this driveway comes down, and this is 26 feet wide which is our standard, for two way operation. The Bluff Creek corridor is less than 40 feet away from that driveway. So unfortunate, the only other time that this has happened is again in an industrial development adjacent to the Bluff Creek corridor where we had a drive aisle that had to go within the setback. McDonald: Okay. So the only reason you're wanting to squeeze down this driveway is that it will create some more green space, but there's not a good reason why it should be that wide? Generous: Correct. I didn't see that there's a reason that they needed an 82 foot wide parking lot area because trucks aren't supposed to be using that area anyways. McDonald: Okay. Generous: So as part of the quid pro quo if you will for granting the variance that we reduce the amount of coverage that they have on the site and that. Also additionally that one of the conditions is that they provide some revegetation in that area to make it more natural looking. McDonald: Okay. I just wanted to understand your comments about why that needs to be reduced and. I have no more questions at this point. I guess now it's time for the applicant to come forward and if there's you know anything additional you think that we should know about this that would help us in our decision making, please make us aware of that. Todd Mohagen: Thank you so much. I'm Todd Mohagen. I'm the architect for the project and the developer of the total parcel of land is also here for questions. Just to answer your quick question about, that is for employee parking. They do quite a bit of manufacturing. Light manufacturing in this so they separate the office use and the manufacturing. There is a door that will have a break room in that area so that's why the parking lot. Keefe: Well and one of the, I was looking at it. Could the building be moved more towards the back and you have double stacked parking on the west side? But what you're saying is that the building from a functional standpoint really needs parking on both sides? Todd Mohagen: Correct. like they want the parking separated, and plus with the circulation for the trucks and cars. Keefe: Okay. Todd Mohagen: Other than that we agree with all the comments that the city has made and we're looking forward to move on. Thank you. McDonald: Do you have any further follow-up questions? Keefe: Not right now. McDonald: Okay. Mark? Undestad: No. McDonald: Debbie? Kathleen? Kevin? Dillon: None. 112 McDonald: Okay, I have no questions either. At this point then I would open up the meeting to the public. Anyone wishing to come forward and make comment, please do so. All I ask is that you state your name and address and address the commissioners. Okay. Seeing no one come forward, well close the public meeting and I will bring it back up before the commissioners for discussion. Kurt, well start down with you. Papke: No issues. McDonald: Okay. Kevin? Dillon: No issues. McDonald: Kathleen? Thomas: I'm okay. McDonald: Debbie? Larson: It looks fine. McDonald: Mark? Dan? Keefe: I support this. McDonald: Okay. I think all of our questions have been answered so I have no further comments either. At this point I'd be willing to accept a motion from the commission. Dillon: I'd make a motion that the Chanhassen Planning Commission recommends that the City Council approve the subdivision. Do you want to read through them or how do you want to do this? McDonald: Just do A, B and C and the number of conditions with each letter. We'll do them all at once. Dillon: Okay, I recommend that the Planning Commission adopt the following three motions and adoption of the attached findings of fact and recommendations A which is the City Council approve the subdivision for two lots and one outlot at Arboretum Business Park 7`" Addition, along with conditions 1 through 23. And B. That the Planning Commission recommends that the City Council approve the conditional use permit subject to conditions 1 and 2. And then C. That the Planning Commission recommends that the City Council approve the site plan for 51,800 square foot office building with the variance to permit only 32% building transparency on the western building elevation with a 20 foot setback variance for the drive aisle in the southeast corner of the site for develo9ment within the Bluff Creek corridor on Lot 1, Block 1 of the Arboretum Business Park 7 Addition. With plans prepared by the Clark Engineering 5 Corporation and Mohagen Hansen Architectural Group dated April 13a' subject to conditions 1 through 25. McDonald: Okay, do I have a second? Thomas: Second. Dillon moved, Thomas seconded that the Planning Commission recommends that the City Council approve the Subdivision for two lots and one outlot (Arboretum Business Park 7t6 Addition), plans prepared by Schoell & Madson, Inc., dated April 16, 2007, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail" Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. 5. Trail easements within Lots land 2 and Outlot A, Arboretum Business Park 7"' Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the "wetland trail". 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20- foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Sloe Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with IT' of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Outlot A, Arboretum Business Park 7`h Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension." All voted in favor and the motion carried unanimously with a vote of 7 to 0. Dillon moved, Thomas seconded that the Planning Commission recommends that the City Council approves the Conditional Use Permit, subject to the following conditions: L All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary." All voted in favor and the motion carried unanimously with a vote of 7 to 0. Dillon moved, Thomas seconded that the Planning Commission recommends that the City Council approves the Site Plan for a 51,800 square -foot officetwarehouse building (Maniac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast corner of the site for development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7a' Addition, plans prepared by Clark Engineering Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007, subject to the following conditions: 1. The developer shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The future building expansion shall continue the same architectural detailing and window treatment as the initial 35,000 square -foot building. 3. The developer shall extend a sidewalk from the building to the trail on Century Boulevard and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north side of the driveway access; and a sidewalk installed on the south side of the driveway access. 4. The developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. 5. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources Management Plan. 6. The parking lot drive aisles on the eastern and southeastern side of the building shall be reduced to 26 feet. 7. The building is required to have an automatic fire extinguishing system. 8. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 9. Four (4) accessible parking spaces must be provided. 10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance requirements. 12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The remaining area shall be seeded with a native seed mix approved by the City. If necessary, erosion control materials will be required on the seeded areas. 13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. 14. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 17. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvne of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 10 20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 21. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP. 23. The private storm sewer should be realigned so that it will not lie within the footprint for the future expansion. 24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations and construct a concrete apron per City Detail Plate 5207. 25. The site developer must replace the catch basin casting at the northern access with a surmountable casting." All voted in favor and the motion carried unanimously with a vote of 7 to 0. ZONED PLANNED UNIT DEVELOPMENT (PUD) LOCATED AT 2460 GALPIN COURT. APPLICANT, EDEN TRACE CORPORATION, PLANNING CASE 07-11. Public Present: Name Address Tom & JoEllen Radermacher 2479 Bridle Creek Trail (Mark Undestad left the meeting for this item due to a conflict of interest.) Bob Generous presented the staff report on this item and addressed issues brought up in a letter from Tom and JoEllen Radermacher. McDonald: Thank you staff. Kurt, would you like to start us out? Papke: With the sign that the variance is concerned with, is that a lit sign in any way? Is it back lit? Front lit? 11 CITY OF CHANHASSEN STAFF REPORT PC DATE: May 15, 2007 CC DATE: June 11, 2007 REVIEW DEADLINE: June 12, 2007 CASE #: 07-10 BY: AF, BG, LH, ML, JM, JS, KM PROPOSAL: • Subdivision approval for two lots and one outtot (Arboretum Business Park 7 ° Addition); • Conditional Use Permit for development within the Bluff Creek Corridor; • Site Plan approval for a 51,800 square -foot officetwarehouse building (Maniac Systems) proposed in two phases of 35,000 and 16,800 square feet of building area with Variances. LOCATION: Northeast comer of Century Boulevard and West 82' Street APPLICANT: Chaska Gateway Partners, LLP c/o Steiner Development, Inc. 3610 County Road 101 Wayzata, MN 55391 (952)475-5122 PRESENT ZONING: Planned Unit Development (PUD) S. Asim Gul 7400 Flying Cloud Drive Minneapolis, MN 55344-3720 (952) 835-1626 2020 LAND USE PLAN: Office/Industrial and Parks/Open Space ACREAGE: 12.22 acres DENSITY: F. A. R. 0.24 SUMMARY OF REQUEST: The developer is proposing subdivision of the Outlot into two lots and one outlot and site plan approval for a 35,000 square -foot building with a future expansion of 16,800 square feet (total building area is 51,800 square feet). LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat 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 has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City fords that all the applicable conditional use permit standards are met, the permit must be approved. 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. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. C-1-ilk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Chaska Gateway Partners, LLP and S. Asim Gul for Subdivision approval for two lots and one outlot (Arboretum Business Park 7`s Addition), Conditional Use Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot office/warehouse building (Mamas Systems) with Variances. On May 15, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Chaska Gateway Partners, LLP and S. Asim Gul for Subdivision Approval for two lots and one outlot (Arboretum Business Park 7d' Addition), Conditional Use Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot office/warehouse building (Maniac Systems) with Variances. The Planning Commission conducted a public hearing on the proposed subdivision 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 Planned Unit Development (PUD). 2. The property is guided in the Land Use Plan for Office/Industrial and Parks/Open Space. 3. The legal description of the property is: Outlot C, Arboretum Business Park 4. 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 is consistent 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 storm water 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 this chapter; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 5. Conditional Use Permit Findings: a. Will not be detrimental to or enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. c. 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. d. Will not be hazardous or disturbing to existing or planned neighboring uses. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse 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. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. 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. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the area. k. Will not depreciate surrounding property values. Will meet standards prescribed for certain uses as provided in this article. 6. Site Plan Review Findings: 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; In. Is consistent with this division; 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; 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; 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. 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. 7. The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance (for transparent windows and doors) unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. Finding: The literal enforcement of the fenestration standards would cause an undue hardship due to the site topography, which is approximately three feet above the ground floor elevation and does not permit larger windows. In order to meet the standard, the windows would have to extend up in to the roof structures. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. Finding: The need for the variance is due to the unique site characteristics and building type• c. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. Finding: The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel, but to accommodate site topography in the architectural design of the building. d. The alleged difficulty or hardship is not a self-created hardship. Finding: The alleged difficulty or hardship is not a self-created hardship, but due to the topography of the site. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. Finding: The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located since the fenestration proposed is greater than in adjacent buildings. f. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. Finding: The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. S. The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance (for Bluff Creek Primary Zone setback) unless they find the following facts: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Reasonable use includes a use made by a majority of comparable property within 500 feet of it. The intent of this provision is not to !! allow a proliferation of variances, but to recognize that there are pre-existing standards in this neighborhood. Variances that blend with these pre-existing standards without departing downward from them meet these criteria. Finding: The literal enforcement of the Bluff Creek primary zone setback standards would cause an undue hardship due to the meandering of the primary zone boundary. In order to meet the standard, the developer would not be able to provide a driveway access to the parking on the east side of the building, which is separate from the truck access. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification. Finding: The need for the variance is due to the unique site characteristics and a desire to separate truck from employee access and parking. c. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. Finding: The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel, but to accommodate site constraints. d. The alleged difficulty or hardship is not a self-created hardship. Finding: The alleged difficulty or hardship is not a self-created hardship, but due to the configuration of the primary zone. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. Finding: The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located, but should improve safety for site users. f. The proposed variation will not impair an adequate supply of tight and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. Finding: The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. 9. The planning report #07-10 dated May 15, 2007, prepared by Robert Generous, et at, is incorporated herein. The Planning Commission recommends that the City Council approve the subdivision, conditional use permit and site plan with variances. ADOPTED by the Chanhassen Planning Commission this 15s' day of May, 2007. CHANHASSEN PLANNING V." 0-7 -10 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: May 29, 2007 RESOLUTION NO: 2007-34 MOTION BY: Peterson SECONDED BY: Ernst A RESOLUTION APPROVING A FINAL PLAT CREATING ARBORETUM BUSINESS PARK SEVENTH ADDITION, CHASKA GATEWAY PARTNERS, LLP WHEREAS, Chaska Gateway Partners, LLP, have requested a subdivision of their property into two lots of 4.96 and 5.23 acres and an outlot of 2.03 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code and the Arboretum Business Park Development Design Standards; and WHEREAS, the Chanhassen Planning Commission held a public hearing on May 15, 2007, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Arboretum Business Park 7th Addition (Planning Case #07-10) for the Chaska Gateway Partners, LLP, property legally described as Outlot C, Arboretum Business Park, creating Lots 1 and 2, Block 1, and Outlot A, Arboretum Business Park 7'h Addition, as shown on the plans prepared Schoell Madsen, dated April 16, 2007, and as amended by the City, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. seRW" 5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7'h Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the "wetland trail". 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Ag(Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The fast 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a MW y curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with IT' of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Outlot A, Arboretum Business Park 7t° Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension. 3 r Passed and adopted by the Chanhassen City Council this 29 s day of May, 2007. ATTEST: /� vAja . Todd Ge ardt, City Clerk/Manager YES NO Furlong Ernst Litsey Peterson Thomas A. Furlong, Mayor ABSENT Tjornhom rd v-7-io City Council Meeting - May 29, 2007 approve the annual report for the Mayor's signature and submittal to the Minnesota Pollution Control Agency. With that I'd be happy to take any questions. Mayor Furlong: Thank you. Any questions for Ms. Haak? Councilman Litsey: Just a real nice list of accomplishments. Shows the value of what we're doing and your position, very much appreciate what you're doing here so thanks. Mayor Furlong: Thank you. At this point then I would open up the public hearing and invite any interested parties to come forward and address the council on this matter. Seeing none, without objection then we will close the public hearing and bring it back to council for discussion and consideration of the motion. Any discussion on the motion or proposed motion? If not, is there a motion that the Chanhassen City Council authorize the Mayor to sign the City's NPDES Phase II 2006 Annual Report as attached? Councilman Litsey: So moved. Mayor Furlong: Thank you. Is there a second? Councilwoman Ernst: Second. Mayor Furlong: Any discussion on the motion? Councilman Litsey moved, Councilwoman Ernst seconded that the Chanhassen City Council authorizes the Mayor to sign the City's NPDES Phase I12006 Annual Report as attached. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Public Present: Name Address Joe Smith 1654 Elm Circle, Minnetonka Todd Mohagen 1000 Twelve Oaks Court Drive Philip Geib 2116 2°d Avenue So., Minneapolis S. Asim Gul 855 Partanwood, Orono Kate Aanenson: Thank you Mayor and members of the City Council. This item appeared before the Planning Commission at a public hearing on May 15". There was no comments on the 12 {CANNED City Council Meeting - May 29, 2007 project itself and the Planning Commission did recommend approval of the project. There's actually four items for your consideration tonight. One being the subdivision. The second being a conditional use for development within the Bluff Creek corridor. A site plan review and a variance to the window requirement on plan to the north. The subject site located in an industrial park, Arboretum Business Park. There's one lot that... preserve. This lot will be split into 2 lots. The storm water pond which was previously put in place with the original subdivision itself, is existing and there's a wetland on the lot to the north. This is the middle lot of the subdivision so part of the project is... The project itself will be 51,000 square foot office manufacturing building ... and there will be a future development on the 16,000 as a second phase... With this we get the completion of a loop trail continuation around what will be a very nice trail along that park, which will be a nice amenity not only for the people in that park but the residential on the other side. A very nice continuation... The architecture of the building... there is a buffer on the Bluff Creek overlay district that kind of separates the traffic coming off of Century Boulevard between the truck traffic and the resident car traffic. So this drive right in here, we've asked them to remove that... narrow that where the cars have to get out of the primary zone itself. The buffer of the primary zone. They're not in the primary zone. It's the buffer, so there is a noticed variance for that. And there is the conditions on, or the mitigation for the variance and the rationale with the Findings of Fact ... as part of the mitigation again for that encroachment into the buffer... requirements for the landscaping itself. So with that, the conditions of approval are listed on page 16... staff report. We are recommending approval and the Findings of Fact are attached in the staff report and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Questions for staff. Councilman Litsey: I just had a question about the variance being asked for. Is it a foregone conclusion that they're going to need that or is that just kind of a safeguard? Kate Aanenson: It's a safeguard. We're working to see if we can pull that driveway up. It's a little bit wider than it needs to be. That's not for the truck traffic so we believe that can be met and... Councilman Litsey: Okay. So the goal is to preserve that if you can? Kate Aanenson: Correct. Councilman Litsey: Will they have to come back to this body if they do? Kate Aanenson: Well we noticed it with a variance... encroachment into that buffer zone and that... Councilman Litsey: It sounds like you're on top of it but I'd just ask that you do everything you can to preserve that. Kate Aanenson: Yep, absolutely. 13 Cs5'aZ! N City Council Meeting - May 29, 2007 Councilman Litsey: ...utilize that variance but if there's just going to be a small encroachment then I don't have a problem with that. Thank you. Mayor Furlong: Are the conditions in tonight's report allow us to do that if we grant the, pass the variance and there are a couple there I think. There's one for the windows too but. Kate Aanenson: Correct. Mayor Furlong: But on that one, can you put that back up please Nann? Is it just the part that Bluff Creek, the variance within the setback, is that correct? Kate Aanenson: Yes. Mayor Furlong: Are we going into the primary zone? Kate Aanenson: No. Mayor Furlong: So this is a secondary zone or the setback from the primary? Kate Aanenson: The setback from the primary zone. Mayor Furlong: Okay. So is it just that row of parking there that. Kate Aanenson: Right in here, correct. Mayor Furlong: Okay. So if what we approve tonight, will that still give you the authority to be able to move that in if you can and work with them? Kate Aanenson: Yes. Mayor Furlong: Okay. Alright. Kate Aanenson: And then the other one was for the windows. There is a significant change in grade and the reason it was granted for the fenestration look which we talked about in the amendment, because of the change in topography, they can't get that big of a, a very big window in there and so the fact, they could put a window in there but there's, the change in the grade makes it impossible. So the Planning Commission felt like that the hardship... the slope and the topography was the rationale... Mayor Furlong: How does the percentage here compare with the buildings in the rest of the area? What's the amount of windows in the percent of total? They're requesting an 18% variance so that tells me there's 32% of window coverage? Is that the way it works coming off of 50%? Kate Aanenson: Yes. IV City Council Meeting - May 29, 2007 Mayor Furlong: I'm on page 11 of your staff report. Top paragraph. Kate Aanenson: Right, and again this is a different standard that the other buildings in that park were held to. Mayor Furlong: And what I'm guessing is this is a more stringent standard, is that correct? Kate Aanenson: That's correct. Correct. Mayor Furlong: Off hand, do you know what the other amount? The 32%, is that still going to exceed what most, what the other buildings have in that area? Kate Aanenson: Yeah. At least be comparable to what's out there. Mayor Furlong: Comparable or more, okay. Kate Aanenson: And again that was some of the rationale for the Planning Commission and that's basically again, the project... limits the ability to put those windows in so they've got, so the hardship was not self created... And just to go back to that point about the fenestration, the Planning Commission... talking about how they wanted to interpret that so you have not seen that amendment yet. It's not part of the Chapter 20 coming before us tonight because the Planning Commission's still working on that issue. Mayor Furlong: That's good because that was something we talked about at the... Kate Aanenson: Yeah, they want some additional information so that code amendment has not been forwarded to you. Mayor Furlong: Very good. Any other questions for staff? Okay, then the applicant's here this evening. Is there anything you'd like to share with the council this evening? No? Okay. Any questions for the applicant from council? No? Okay. Public hearing occurred at the Planning Commission. I don't know if there's any desire for any comment by members of the public. Any comments? Okay. Bring it back to council for discussion then. Any thoughts or discussion? If not, is there a motion? Councilman Peterson: Have we got 3 motions? Mayor Furlong: 3 or 4? Councilman Peterson: I'd move that the City Council approves subdivision for two lots and one outlot, Arboretum Business Park, conditions, subject to plans by Schoell & Madsen, April 10h, subject to conditions I through 23. Mayor Furlong: You want to take them all as one? Can we do them all as one? Councilman Peterson: If I can page down there fast. 15 City Council Meeting - May 29, 2007 Roger Knutson: Just to make it clear, that's preliminary and final plat I believe. Councilman Peterson: That's correct. Also would recommend that the City Council approve the Conditional Use Permit subject to conditions 1 and 2. And also recommend that the council approve the site plan for the 51,800 square foot building with the variance permit as indicated subject to the following conditions 1 through 25, and subject to Findings of Fact as submitted by staff. Mayor Furlong: Thank you. Is there a second? Councilwoman Ernst: Second. Mayor Furlong: Made and seconded. Any discussion on the motion? Councilman Peterson moved, Councilwoman Ernst seconded that the City Council approve the preliminary plat and Resolution #2007-34: for final plat of the Subdivision for two lots and one outlot (Arboretum Business Park 7 Addition), plans prepared by Schoell & Madson, Inc., dated April 16, 2007, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7`" Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the "wetland trail". 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. 16 City Council Meeting - May 29, 2007 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20- foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls 17 11 City Council Meeting - May 29, 2007 shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Outlot A, Arboretum Business Park 7t° Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension." All voted in favor and the motion carried unanimously with a vote of 4 to 0. Councilman Peterson moved, Councilwoman Ernst seconded that the City Council approve the Conditional Use Permit, subject to the following conditions: All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the W City Council Meeting - May 29, 2007 primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary." All voted in favor and the motion carried unanimously with a vote of 4 to 0. Councilman Peterson moved, Councilwoman Ernst seconded that the City Council approve the Site Plan for a 51,800 square -foot officetwarehouse building (Mamac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast corner of the site for development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7a, Addition, plans prepared by Clark Engineering Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007, subject to the following conditions: 1. The developer shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The future building expansion shall continue the same architectural detailing and window treatment as the initial 35,000 square -foot building. 3. The developer shall extend a sidewalk from the building to the trail on Century Boulevard and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north side of the driveway access; and a sidewalk installed on the south side of the driveway access. 4. The developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. 5. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources Management Plan. 6. The parking lot drive aisles on the eastern and southeastern side of the building shall be reduced to 26 feet. 7. The building is required to have an automatic fire extinguishing system. 8. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 9. Four (4) accessible parking spaces must be provided. 19 City Council Meeting - May 29, 2007 10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance requirements. 12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The remaining area shall be seeded with a native seed mix approved by the City. If necessary, erosion control materials will be required on the seeded areas. 13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. 14. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fie hydrants can be quickly located and safely operated by firefighters. 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 17. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: TTyW of SloW Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of '/a -inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. City Council Meeting - May 29, 2007 The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 21. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP. 23. The private storm sewer should be realigned so that it will not he within the footprint for the future expansion. 24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations and construct a concrete apron per City Detail Plate 5207. 25. The site developer must replace the catch basin casting at the northern access with a surmountable casting." All voted in favor and the motion carried unanimously with a vote of 4 to 0. OUTSET, INC., LOCATED AT 2460 GALPIN COURT, APPLICANT: EDEN TRACE CORPORATION: REOUEST FOR SITE PLAN APPROVAL FOR A 48,000 SOUARE FOOT OFFICEIWAREHOUSE BUILDING WITH VARIANCES. Public Present: Name Address Tom & JoEllen Radermacher Dan Luna Brian Houwman 2479 Bridle Creek Trail 2483 Bridle Creek Trail New Brighton Kate Aanenson: Thank you Mayor, members of the council. This item too was held on May 15`s for a public hearing. The Planning Commission did vote 6-0 for approval of this project and there were no issues raised at the meeting, although we did receive a letter from one of the 21 6-7-IU .J Planning Commission Meeting - May 15, 2007 33. The sanitary sewer easement will need to be changed from 20 feet to 30 feet to ensure proper access for maintenance of this line. The actual location of the watermain and the easement must be shown to determine if the easement is sufficient. 34. The site distance for turning onto Fox Hill Drive must be verified. Upon project completion, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer." AB voted in favor, except Dillon who opposed, and the motion carried with a vote of 6 to 1. PUBLIC HEARING: ARBORETUM BUSINESS PARK fir ADDITION/MAMAC SYSTEMS: REOUEST FOR SUBDIVISION APPROVAL FOR TWO LOTS AND ONE OUTLOT, WAREHOUSE BUILDING WITH VARIANCES ON PROPERTY ZONED PLANNED GATEWAY PARTNERS, LLP AND S. ASIM GUL, PLANNING CASE 2007-10. Public Present: Name Address Joe Smith 16521 Elm Circle, Minnetonka Todd Mohagen 18715 25`s Avenue No., Plymouth Bob Generous presented the staff report on this item. McDonald: Dan, why don't we start with you. Keefe: You know in regard, you know one of the variances show windows and I'm really not having a problem with that one. The other variance is to put the drive aisle down on the, is that the south side but it's also a conditional use permit is related to that as well? Generous: Well the conditional use permit is for any development within the Bluff Creek corridor so every project that comes in we first, that's one of the approvals they have to go through. Keefe: Okay. So it isn't really that driveway that's driving the use? Generous: It's the subdivision. Keefe: Yeah, subdivision right. Okay, but then the variance piece is for that driveway. My question is in regards to sort of building configuration and site plan. Was there alternative site plans looked at in terms of building, placement locations looked at on this site that would not require to do variances? 25 Planning Commission Meeting - May 15, 2007 ti Generous: There were numerous alternatives that, and I should probably have the applicant present that but you know what they're trying to make the north side of the building work for the truck access and so you have those maneuverings that you have to do and then the rest of the site, it's only that southeast corner which comes at an angle that creates a problem and we want them to segregate if you will their vehicular, their car traffic from their truck traffic and to do that we have to provide access to the east. Keefe: And I presume there's an entrance to the building on the east side of the building for. Generous: Yes. Keefe: Okay. So, and then, and so the parking that's on the east side is not just to fulfill the parking requirements. It's also convenience to people working in the building? Generous: That would be my assumption. While it does meet the, help meet the standard that they'll actually use it, because they do have an access door in that location. Keefe: Right. And where I'm going with that is just, you know are we doing a variance to accommodate our parking requirements only without having the parking really to service the building. Generous: No. I believe that the parking is necessary for the building. Keefe: Okay. Alright. Fair enough. McDonald: Mark? Undestad: No. McDonald: Debbie? Larson: No. McDonald: Kathleen? Thomas: No. McDonald: Kevin. Dillon: I don't have any questions at this time. McDonald: Kurt. Papke: On the fagade transparency issue, if I recall correctly a couple of months ago we had a building addition in very close proximity where we had a similar relaxation of this requirement. n rr4lkm 26 Planning Commission Meeting - May 15, 2007 Generous: Right across the street. Papke: So my concern is, although we look at these one at a time, sometimes we have to look at the cumulative impact and so on. So I guess my question, I don't know if it's philosophical or not. You know do we have an issue here where we're setting up standards that we're having to you know have variances on at every turn in this area here. Or conversely are we lowering our standards too much if we have a number of buildings in the area here where we're having to grant variances? Generous: Yeah. In this instance I don't believe that's the case. It's really due to the constraints on the site that we're even looking at the variance. Papke: It's the grade in this area. Generous: Yeah. If we could get a window that goes down lower, I believe we would have been able to meet the standard. But they have to keep it up so high to maintain their architectural vision. Otherwise we could have different size. And also, if we had an entrance on this side, we would get more fenestration. But since it's again the topography shifts up to the south side there. Papke: My concern though is the last one, well they're driving forklifts around so we can't have all the windows. This one, oh we've got a grading problem. You know I just, I don't want to see a pattern develop you know, so I just have a concern that we have an issue here so I just want to make sure I understood you know where we were going with this and looking at the larger context of similar situations in the area. Generous: Later we will be looking at some proposed revisions to that section of the ordinance. So as part of that we can... Papke: Okay. Generous: In this one I think it's really site driven. Papke: Okay. McDonald: I just want to reflect on what Commissioner Papke just went through because I do remember having this same conversation with the building across the street and I guess we were given certain assurances and while we're across the street and we're being asked for the same thing. Yes, I would ask you to look at that and I'm glad to hear that you are re -addressing the issue and you'll be bringing something before us because I just, you know how I feel about variances. That they should be unique and for a good reason and it should not just be a blanket thing which is what this is becoming it appears. I'm having a problem with the driveway and on the east and the west side, and you had made some comments about it looks like on the east side, if they reduce that down to what is normal, and I think you said 26 feet. That that would be standard within a driveway and that somehow if they do that a variance goes away or, I'm not sure I followed what you were talking about. Why we're doing that. Planning Commission Meeting - May 15, 2007 Generous: Mr. Chairman, the variance doesn't go away because the problem isn't on the west, or the east side of the building. It's just the southeast line. As this driveway comes down, and this is 26 feet wide which is our standard, for two way operation. The Bluff Creek corridor is less than 40 feet away from that driveway. So unfortunate, the only other time that this has happened is again in an industrial development adjacent to the Bluff Creek corridor where we had a drive aisle that had to go within the setback. McDonald: Okay. So the only reason you're wanting to squeeze down this driveway is that it will create some more green space, but there's not a good reason why it should be that wide? Generous: Correct. I didn't see that there's a reason that they needed an 82 foot wide parking lot area because trucks aren't supposed to be using that area anyways. McDonald: Okay. Generous: So as part of the quid pro quo if you will for granting the variance that we reduce the amount of coverage that they have on the site and that. Also additionally that one of the conditions is that they provide some revegetation in that area to make it more natural looking. McDonald: Okay. I just wanted to understand your comments about why that needs to be reduced and. I have no more questions at this point. I guess now it's time for the applicant to come forward and if there's you know anything additional you think that we should know about this that would help us in our decision making, please make us aware of that. Todd Mohagen: Thank you so much. Pm Todd Mohagen. I'm the architect for the project and the developer of the total parcel of land is also here for questions. Just to answer your quick question about, that is for employee parking. They do quite a bit of manufacturing. Light manufacturing in this so they separate the office use and the manufacturing. There is a door that will have a break room in that area so that's why the parking lot. Keefe: Well and one of the, I was looking at it. Could the building be moved more towards the back and you have double stacked parking on the west side? But what you're saying is that the building from a functional standpoint really needs parking on both sides? Todd Mohagen: Correct. Like they want the parking separated, and plus with the circulation for the trucks and cars. Keefe: Okay. Todd Mohagen: Other than that we agree with all the comments that the city has made and we're looking forward to move on. Thank you. McDonald: Do you have any further follow-up questions? Keefe: Not right now. 28 1 Planning Commission Meeting - May 15, 2007 McDonald: Okay. Mark? Undestad: No. McDonald: Debbie? Kathleen? Kevin? Dillon: None. McDonald: Okay, I have no questions either. At this point then I would open up the meeting to the public. Anyone wishing to come forward and make comment, please do so. All I ask is that you state your name and address and address the commissioners. Okay. Seeing no one come forward, we'll close the public meeting and I will bring it back up before the commissioners for discussion. Kurt, we'll start down with you. Papke: No issues. McDonald: Okay. Kevin? Dillon: No issues. McDonald: Kathleen? Thomas: I'm okay. McDonald: Debbie? Larson: It looks fine. McDonald: Mark? Dan? Keefe: I support this. McDonald: Okay. I think all of our questions have been answered so I have no further comments either. At this point I'd be willing to accept a motion from the commission. Dillon: I'd make a motion that the Chanhassen Planning Commission recommends that the City Council approve the subdivision. Do you want to read through them or how do you want to do this? McDonald: Just do A, B and C and the number of conditions with each letter. We'll do them all at once. Dillon: Okay, I recommend that the Planning Commission adopt the following three motions and adoption of the attached findings of fact and recommendations A which is the City Council approve the subdivision for two lots and one outlot at Arboretum Business Park 71h Addition, 29 Planning Commission Meeting - May 15, 2007 L along with conditions 1 through 23. And B. That the Planning Commission recommends that the City Council approve the conditional use permit subject to conditions 1 and 2. And then C. That the Planning Commission recommends that the City Council approve the site plan for 51,800 square foot office building with the variance to permit only 32% building transparency on the western building elevation with a 20 foot setback variance for the drive aisle in the southeast comer of the site for develoment within the Bluff Creek corridor on Lot 1, Block 1 of the Arboretum Business Park 79 Addition. With plans prepared by the Clark Engineering Corporation and Mohagen Hansen Architectural Group dated April 13d' subject to conditions 1 through 25. McDonald: Okay, do I have a second? Thomas: Second. Dillon moved, Thomas seconded that the Planning Commission recommends that the City Council approve the Subdivision for two lots and one outlot (Arboretum Business Park 7t" Addition), plans prepared by Schnell & Madson, Inc., dated April 16, 2007, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. 5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7t6 Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the "wetland trail'. 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. 30 Planning Commission Meeting - May 15, 2007 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Agf Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20- foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tyne of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. 31 Planning Commission Meeting - May 15, 2007 The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Outlot A, Arboretum Business Park 7`s Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension." All voted in favor and the motion carried unanimously with a vote of 7 to 0. Dillon moved, Thomas seconded that the Planning Commission recommends that the City Council approves the Conditional Use Permit, subject to the following conditions: 1. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer 32 Planning Commission Meeting - May 15, 2007 area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 2. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary." All voted in favor and the motion carried unanimously with a vote of 7 to 0. Dillon moved, Thomas seconded that the Planning Commission recommends that the City Council approves the Site Plan for a 51,800 square -foot officetwarehouse building (Mamac Systems) with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast corner of the site for development within the Bluff Creek Corridor on Lot 1, Block 1, Arboretum Business Park 7t° Addition, plans prepared by Clark Engineering Corporation and Mohagan Hansen Architectural Group, dated April 13, 2007, subject to the following conditions: 1. The developer shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The future building expansion shall continue the same architectural detailing and window treatment as the initial 35,000 square -foot building. 3. The developer shall extend a sidewalk from the building to the trail on Century Boulevard and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north side of the driveway access; and a sidewalk installed on the south side of the driveway access. 4. The developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. 5. The developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources Management Plan. 6. The parking lot drive aisles on the eastern and southeastern side of the building shall be reduced to 26 feet. 7. The building is required to have an automatic fire extinguishing system. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 9. Four (4) accessible parking spaces must be provided. 33 Planning Commission Meeting - May 15, 2007 10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 11. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance requirements. 12. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The remaining area shall be seeded with a native seed mix approved by the City. If necessary, erosion control materials will be required on the seeded areas. 13. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. 14. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 15. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 17. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tune of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 18. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. 34 Planning Commission Meeting - May 15, 2007 The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 19. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 20. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 21. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 22. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP. 23. The private storm sewer should be realigned so that it will not lie within the footprint for the future expansion. 24. The site developer for Lot 1 must remove the curb and gutter at the approved access locations and constrict a concrete apron per City Detail Plate 5207. 25. The site developer must replace the catch basin casting at the northern access with a surmountable casting." All voted in favor and the motion carried unanimously with a vote of 7 to 0. FOOT OFFICEIWAREHOUSE BUILDING AND A SIGN VARIANCE ON PROPERTY Public Present: Name Address Tom & JoEllen Radermacher 2479 Bridle Creek Trail (Mark Undestad left the meeting for this item due to a conflict of interest.) 35 o-7-Io CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.07-10 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, May 15, 2007, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Subdivision Approval for two lots and one outlot (Arboretum Business Park 7t° Addition), Conditional Use Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot officetwarehouse building (Maniac Systems) with Variances on property zoned Planned Unit Development (PUD) located on the northeast comer of Century Boulevard and West 82°d Street. Applicants: Chaska Gateway Partners, LLP and S. Asim Gul. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/sery/plan/07-10.html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: b¢enerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on May 3, 2007) SCANNED L CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 07-10 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, May 15, 2007, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Subdivision Approval for two lots and one outlet (Arboretum Business Park Th Addition), Conditional Use Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot office/ warehouse building (Mamac Systems) with Variances on property zoned Planned Unit Development (PUD) located on the northeast corner of Century Boulevard and West 82^d Street. Applicants: Chaska Gateway Partners, LLP and S. Aston GuL Hall during regular business hours. All interested persons are invited to their opinions with respect to this Robert Generous, Senior Planner Email: Phone: 952-227- 1131 (PublishedintheChanhassen Villager on Thursday, May 3, 2007; No. 4873) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as amended. //j th (B) The printed public notice that is attached to this Affidavit and identified as No. 'M- was published on e date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghi)klmopgrstu wxyz Laurie A. Hartmann Subscribed and sworn before me on this day. of 2007 4zr X?LL7 Notary Public RATE INFORMATION GWEN M. 9ADUENZ NOT76tt PUBLIC - M INNSOTA My CommiWW EO,m Jan 31, 20101 Lowest classified rate paid by commercial users for comparable space.... 540.00 per column inch Maximum rate allowed by law for the above matter ............................... $40.00 per column inch Rate actually charged for the above matter .............................................. $11.89 per column inch SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Date: April 16, 2007 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: Request for Subdivision Approval for two lots and one oudot (Arboretum Business Park 7d, Addition); Conditional Use Permit for development within the Bluff Creek Corridor and Site Plan Approval for a 51,800 square -foot office/warehouse building (Maniac Systems) with Variances on property zoned Planned Unit Development (PUD) located on the northeast comer of Century Boulevard and West 82ad Street. Applicants: Chaska Gateway Partners, LLP and S. Asim Gul. Planning Case: 07-10 The above described application for approval of a land development proposal was fled with the Chanhassen Planning Department on April 13, 2007. The 60-day review period ends June 12, 2007. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations conceming the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on May 15, 2007 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than May 4, 2007. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Embar 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. City of Chaska — Kevin Ringwald SCANNED Location Map Arboretum Business Park 7th Addition Village TO ISt. Mamac Systems Planning Case 07-10 City of Chanhassen BLVD Arboretum Bo City of ■11 4 Autumn Ridge Ct 5 Autumn Ridge Ln 6 Autumn Ridge Way iI goUtevat �ULTER BLVD Coulter SUBJECT PROPERTY Chanhassen Nature Preserve MEMORANDUM TO: Jerry Mohn, Building Official FROM: Bob Generous, Senior Planner DATE: July 17, 2007 SUBJ: MAMAC Systems, Building Permit Review I have reviewed the building plans for the above referenced project and have the following comments: The developer must execute the site plan permit and submit the required security prior to issuance of the building permit. The plat for Arboretum Business Park 7th Addition must be recorded prior to issuance of the building permit. The developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. The parking lot drive aisles at the south entrance and on the south side of the building shall be increased to 26 feet. The City requires that parking lot trees be overstory, not ornamentals. Replace the ornamental trees in the parking lot landscape islands with overstory trees. Contact Jill Sinclair, City Forester, at (952) 227-1133 for appropriate tree species. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The area adjacent to the Bluff Creek Corridor shall be seeded with a native seed mix approved by the City. Provide details on the site lighting. All lighting shall be shielded and have a ninety degree cut-off angle. All rooftop equipment shall be screened from views from Century Boulevard. EIFS may be a maximum of 15 percent of the western building elevation. Reduce the amount of EIFS on the western building fagade. Ideally, EIFS would be limited to the building entrances and cornices. Name and Address of Local Government Unit: City of Chanhassen, 7700 Market Boulevard P.O. Box 147, Chanhassen, MN 55317 Name of Applicant: Gateway Business Park Project Name: Arboretum Business Park 7`s Addition Application Number: Type of Application (check one): ❑ Exemption Decision ❑ No Loss Decision ❑ Replacement Plan Decision ❑ Banking Plan Decision ® Wetland Type/Boundary Decision Date of Decision: May 31, 2007 Check One: ® Approved ❑ Approved with conditions (see note on page 2 regarding use of wetland banking credits) ❑ Denied Summary of Project/Decision (indicate exemption number per MN Rule 8420.0122, if applicable): Delineation of the southern and western boundary of Basin C (Wetland A), a 7.2ac. Type 2 wetland. See attached findings. List of Addressees: Landowner/Applicant: Steiner Development Company 3610 South Hwy 101 Wayzata, MN 55391 Members of Technical Evaluation Panel: Greg Graczyk, Carver County Soil and Water Conservation District Brad Wozney, Board of Water and Soil Resources Watershed District or Watershed Management Organization (If Applicable): Bob Obermeyer, Riley -Purgatory -Bluff Creek Watershed District -Page 1 of 2 Department of Natural Resources Regional Office (select appropriate office): NW Region: NE Region: Central Region: So Regional Director Reg. Env. Assess. Ecol. Mike North R 2115 Birchmont Beach Rd. NE Div. Ecol. Services DNR Ecol. Services Dt Bemidji, MN 56601 1201 E. Hwy. 2 9401ndust ae Drive 2 Grand Rapids, MN 55744 Suite 103 Sauk Rapids, MN 56379 Other members of the public who requested a copy: Todd Udvig, Scholl & Madson, Inc. uthem Region: eg. Env. Assess. Ecol. 'v. Ecol. Services 61 Hwy. 15 South New Ulm, MN 56073 You are hereby notified that the decision of the Local Government Unit on the above - referenced application was made on the date stated above. A copy of the Local Government Unit's Findings and Conclusions is attached. Pursuant to Minn. R. 8420.0250 any appeal of the decision must be commenced by mailing a petition for appeal to the Minnesota Board of Water and Soil Resources within thirty (30) calendar days of the date of the mailing of this Notice. NOTE: Approval of Wetland Replacement Plan Applications involving the use of wetland banking credits is conditional upon withdrawal of the appropriate credits from the state wetland bank. No wetland impacts may commence until the applicant receives a copy of the fully signed and executed "Application for Withdrawal of Wetland Credits," signed by the BWSR wetland bank administrator certifying that the wetland bank credits have been debited. THIS DECISION ONLY APPLIES TO the Minnesota Wetland Conservation Act. Additional approvals or permits from local, state, and federal agencies may be required. Check with all appropriate authorities before commencing work in or near wetlands. LOCAL GOVERNMENT UNIT �,n- 5/31/2007 Signature Date Krista Torgerson, Natural Resource Technician Name and Title - Page 2of2 J FINDINGS AND CONCLUSIONS City of Chanhassen 7700 Market Boulevard • P.O. Box 147 • Chanhassen, MN 55317 Name of Applicant: Arboretum Business Park 70' Addition. Project Location: Arboretum Business Park, located in the NW'/4 of the SE 1/4 of Section 16, near the intersection of Century Blvd and Coulter Blvd. Type of Application (check one): ❑x Delineation Decision ❑ Exemption Decision ❑ No Loss Decision ❑ Replacement Plan Decision ❑ Banking Plan Decision Date of Decision: 05/31/2007 Findings and Conclusions The City of Chanhassen, LGU, at the request of the applicant has made a jurisdictional type and boundary decision for the wetland delineation report submitted by Scholl & Madson, Inc. dated April 4, 2007. The City of Chanhassen reviewed the delineation report prior to a site visit on May 8, 2007. During the site visit, City staff walked wetland boundary and verified their placement and extent. The wetland delineation report by Scholl & Madson, Inc. Dated April 4, 2007 depicts jurisdictional wetland boundaries for basin C (Wetland A). CITY OF CHANHASSEN Title: Natural Resource Tech cihi an Date: 05/31/2007 CITY OF CHA NSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax:952.227.1170 Finance Phone:952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227,1120 Fax 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax 952.227.1404 Planning & Natural Resources Phone: 952227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952227.1300 Fax 952.227.1310 Senior Carrier Phone: 952.227.1125 Fax: 952.227.1110 Web Site wwwd.chanhassennn.us MEMORANDUM TO: Bob Generous, Senior Planner Alyson Fauske, Assistant City Engineer FROM: Todd Hoffman, Park and Recreation Director DATE: May 7, 2007 SUBJ: Park and Trail Conditions for Arboretum Business Park 7'h Addition The subdivision request by Chaska Gateway Partners, LLP and S. Asim Gul for Arboretum Business Park 7th Addition is subject to the following trail construction conditions: Trails The developer shall be responsible for planning, engineering, and constructing the "wetland trail" This trail follows an alignment generally described as the western edge of Outlot B, Arboretum Business Park. Connection points for this new trail shall be the terminus of the Trotter's Ridge trail, the intersection of Century Boulevard and West 82Id Street, and the intersection of Century Boulevard and Water Tower Place. Portions of said construction will occur off -site of the Arboretum plat within land owned by the City of Chanhassen. Trail easements within Outlot C will be required to accommodate the trail. A diagram depicting the general alignment of the "wetland trail" is attached. In consideration for this trail construction, the city shall compensate the developer full costs of trail construction plus a 10% design and construction management fee. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. In lieu of crediting trail fees against said trail construction, full trail fees shall be collected per city ordinance for all lots in the Arboretum Business Park. Said fees shall be deposited into the city's trail dedication account —the same account that will fund the cash payment being made to the developer for trail construction. The cash trail fee for Lot 1, Arboretum Business Park 7d' Addition is $4,960. The cash trail fee for Lot 2, Arboretum Business Park 7'h Addition is $5,230. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. Arboretum Business Park 7`h The current plan submittal does not include this trail. Future submittals must depict an agreed upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail. All park conditions of approval have been met for Arboretum Business Park 7`s Addition. ^� Proposed Trails *~%%.. ExistingTrails Arboretum Business Park 7th Addition Trail Alignment ON 6./ENgl.lo%en/Parks/Arboretum Bsn Pk CITY OF CHANIMSSEN T700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227,1160 Fax: 952.227,1170 Finance Phone: 952.227,1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227,1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.2271400 Fax: 952.227.1404 Planning & Natural Resources Phone, 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site wwwci.chanhassen mn.us MEMORANDUM TO: Bob Generous, Senior Planner Alyson Fauske, Assistant City Engineer FROM: Todd Hoffman, Park and Recreation Director DATE: May 7, 2007 SUBJ: Park and Trail Conditions for Arboretum Business Park 7`s Addition The subdivision request by Chaska Gateway Partners, LLP and S. Asim Gul for Arboretum Business Park 7`h Addition is subject to the following trail construction conditions: Trails The developer shall be responsible for planning, engineering, and constructing the "wetland trail." This trail follows an alignment generally described as the western edge of Outlot B, Arboretum Business Park. Connection points for this new trail shall be the terminus of the Trotter's Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the intersection of Century Boulevard and Water Tower Place. Portions of said construction will occur off -site of the Arboretum plat within land owned by the City of Chanhassen. Trail easements within Outlot C will be required to accommodate the trail. A diagram depicting the general alignment of the "wetland trail" is attached. In consideration for this trail construction, the city shall compensate the developer full costs of trail construction plus a 10% design and construction management fee. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. In lieu of crediting trail fees against said trail construction, full trail fees shall be collected per city ordinance for all lots in the Arboretum Business Park. Said fees shall be deposited into the city's trail dedication account —the same account that will fund the cash payment being made to the developer for trail construction. The cash trail fee for Lot 1, Arboretum Business Park 71n Addition is $4,960. The cash trail fee for Lot 2, Arboretum Business Park 7d` Addition is $5,230. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Arboretum Business Park 7`" Addition May 7, 2007 Page 2 The current plan submittal does not include this trail. Future submittals must depict an agreed upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail. Parks All park conditions of approval have been met for Arboretum Business Park 7`b Addition. CITY OF CHMHASSEN MEMORANDUM 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 TO: Robert Generous, Senior Planner Administration FROM: Mark Littfin, Fire Marshal Phone: 952,227,1100 Fax: 952,227.1110 DATE: May 4, 2007 Building Inspections Phone: 2.227 1 Fax: 95252.227.17.1190 90 SUBJ: Request for subdivision approval for two lots and one outlot � Arboretum Business Park 7`h Addition, conditional use permit for Engineering development within the Bluff Creek Corridor and site plan approval PFax:9522.27.1170 Fax:952.227.1170 for a 51,800 square foot office/warehouse building(Mamac Systems) with variances on property zoned planned unit development located on Finance the northeast corner of Century Boulevard and W 82n Street. Phone: Applicants — Chaska Gateway Partners, LLP and S. Asim Gul. 522.27,1110 Fax 952.227.1110 Park & Recreation Planning Case: 07-10 Phone.952227.1120 Fax: 952227.1110 I have reviewed the lot subdivision and site plan for the above project. In order to Recreation Center 2310Coulter erBoulevard comply com 1 with the Chanhassen Fire Department/Fire Division, I have the followingfire Phone:952.227.1400 code or city ordinance/policy requirements. The plan review is based on the available Fax: 952.227.1404 information submitted at this time. If additional plans or changes are submitted, the appropriate code or policy items will be addressed. Planning a Natural Resources Phone: 952.227,1130 1. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be Fax:952.227.1110 installed. Public Works 1591 Park Road 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, Phone:952.227.1300 trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. Fax: 952.227.1310 This is to ensure that fire hydrants can be quickly located and safely operated by Senior Center firefighters. Pursuant to Chanhassen City Ordinance #9-1. Phone: 952227.1125 Fax: 952.227.1110 3. No burning permits shall be issued for trees to be removed. Trees and shrubs Web site must either be removed from site or chipped. www.achanhasseo.mn.us g:\safety\ml\plrev07-1 0 The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. May No 5692 I/2 CARVER wi 1NA+TER MSERYATION a1STRKT Mission Statement: To provide leadership in conservation and teach stewardship of the soil, water, and related resources through a balanced cooperative program that protects, restores, and improves those resources. 1946 Pk>one:952-442-5101 Fax: 952-442-5497 ovnty g`Oa� bttp://www,co.carver.mn.us/SWCD/SWCD main btml May 2, 2007 Robert Generous, Senior Planner ON of Chanhassen 7760 Market Boulevard Chanhassen, MN 55317 Re: Outlot C Arboretum Business Park, MAMAC Systems Mr. Generous: The S W CD has taken the opportunity to review the above mentioned plat for the City of Chanhassen. The plan reviewed is dated with a City Received stamp of April 13, 2007. Please review and consider the following comments and suggestions regarding erosion control and sediment controls SWPPP (Storm Water Pollution Preventive Plan The general notes on erosion and sediment controls are incomplete and a new SWPPP should be developed by the engineer for the site. The SWPPF is needed prior to applying for the NPDES permit. Details of the SWPPP can be obtained by reviewing the MPCA Storm Water Web Site. The SWPPP should include all details, sequencing of the project and seeding and mulching specs. Erosion Control 1. Temporary and permanent erosion control plans and details will be needed. Temporary erosion control could consist of type 1 mulch and temporary and permanent seed mixes. 2. Erosion control blanket should be applied to all areas that are steeper than 3:1. Sediment Control I. Inlet protection types and details are needed on the plan. (SWPPP) 2. Inlet protection details are needed for the pipe risers prior to casting. This could be as simple as fabric placed over the opening with the steel plate holding this down with % clear rock placed over the plate. Details and discussion of placing are needed in the SWPPP. 3. Street scraping and sweeping is needed and will need to be included in the SWPPP. 4. All areas of Silt fence shown on the plan that is not on the contour of the property needs to have I -Hooks installed every 50 feet. Chanhassen type 1 silt fence should be adequate. Storm Water Details are needed to protect the existing storm water pond from sediment produced by the construction site. Plans may include, if turbid water is found in the storm water pond that a plug be placed in the FES of the outlet structure so sediment does not go off site. Once settling of the sediment occurs, the water can be slowly released. Further review of the sediment and erosion controls can be done once a plan is completed. If there are any questions or if I can be of further assistance please contact the SWCD office. Also, please include us in any pre -con meeting and or site visit prior to construction, Sincerely, Chip Hentges, CPESC Conservation Technician c. Lori Haak, City of Chanhassen (email) AN EQUAL, OPPORTUNrrY EMPLOYER MEMORANDUM TO: Bob Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: April 17, 2007 SUBJ: Review of request to create two lots and one outlot (Lot 1, Block 1; Lot 2, Block 1 and Outlot "A" Arboretum Business Park 7th Addition) and site plan review for an office/warehouse building. Planning Case: 07-10 I have reviewed the plans for the above building dated: April 16, 2007 and received by the Planning Department on the same day. Following are my comments, which should be included as conditions of approval. 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. The building is required to have an automatic fire extinguishing system. 3. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Four (4) accessible parking spaces must be provided. 5. Detailed occupancy requirements cannot be reviewed until complete plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. G/PLAN2007 Planning Cases/07-10 Arboretum Business Park 7' Addition -Mamas Systems/buildingofficialcomments.doc CHASKA GATEWAY PARTNERS / LIMITED PARTNERSHIP DATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 4-17-07 041707 991 Lot9Re-P1atLL/CGTW 525.00 .00 525.00 CHECDATE 4-19-07 NUMBER 1883 TOTALS 525.00 .00 525.00 CHASKA GATEWAY PARTNERS / LIMITED PARTNERSHIP 1 a a a DATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 5-03-07 050307 991 PrpOwnrsLstLL/CG 90.00 .00 90.00 0 z c N CDTEK 5-10-07 UMBER 1686 TOTALS 90.00 .00 90.00 (-I- 10 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 My OF (952) 227-1100 MMEN To: David Kordonowy Steiner Development, Inc. 3610 County Road 101 Wayzata, MN 55391 Invoice SALESPERSON DATE TERMS KTM 5/3/07 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 30 Property Owners List within 500' of Arboretum Business Park 7 ° Addition (30 labels) $3.00 $90.00 TOTAL DUE $90.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for May 15, 2007. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #07-10. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESSI CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 05/11/2007 3:34 PM Receipt No. 0041942 CLERK: katie PAYEE: CHASKA GATEWAY PARTNERS ARBORETUM BUSINESS PARK 7TH ADDITION PLANNING CASE #07-10 ------------------------------------------------------- GIS List 90.00 Total Cash Check 1886 Change 90.00 0.00 90.00 0.00 SCANNED Jam and Smudge Free Printing Use Avery® TEMPLATE 51600 www.averycom 1-800-GO-AVERY QAVEWO 516040 J & J REAL ESTATE PROPERTIES C/O A-Z RENTALS 6641 MINNEWASHTA PKY EXCELSIOR, MN 55331 -9657 CHASKA GATEWAY PARTNERS 3610 CO RD 101 WAYZATA, MN 55391 -3424 BAILIWICK ENTERPRISES LLC 4260 NOREX DR CHASKA , MN 55318 -3047 CHANHASSEN ACQUISITIONS LLC C/O PARKER HANNIFIN CORP 6035 PARKLAND BLVD CLEVELAND , OH 44124 -4141 ARBORETUM III REALTY PTRS LLP 3610 CO RD 101 WAYZATA. MN 55391 -3424 GENE G & SUSAN L O'BRIEN 6628 ASTER TRL EXCELSIOR, MN 55331 -8845 4275 NOREX LLC 4275 NOREX DR CHASKA . MN 55318 -3046 COEUR TERRA LLP C/O SUMMERHILL COMMERCIAL R E 1458 WHITE OAK DR STE 106 CHASKA , MN 55318 -2525 S&P PROPERTIES LLC C/O STEVEN D ROBINS 4311 PEAVEY RD CHASKA , MN 55318 -2351 CENTURY 2000 PARTNERS LLP C/O STEINER DEVELOPMENT 3610 HWY 101 S WAYZATA, MN 55391 -3424 ®D9L5 ®AL3/�br A1J3AV-09-008-L ®OgLS 3uege6 ai zosimn w0XAJ0Ae'AV~ apidei a6epas a 1a a6eunogilue uoissai'dwl CHASKA GATEWAY PARTNERS / LIMITED PARTNERSHIP DATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 04/20/2007 2:31 PM Receipt No. 0040768 CLERK: katie PAYEE: CHASKA GATEWAY PARTNERS Arboretum Business Park 7th Addition / MAMAC Systems Planning Case 07-10 ------------------------------------------------------- Use & Variance 725.00 Recording Fees 450.00 Total Cash Check 1883 Check 1880 Change 1,175.00 0.00 525.00 650.00 0.00 SCANNED ARBORETUM BUSINESS PARK 7TH ADDITION/MAMAC SYSTEMS - PLANNING CASE 07-10 $300 Subdivision $425 Conditional Use Permit $450 Escrow for Filing Fees $1,175 $650 Chaska Gateway Partners paid $650 Check 1880 $525 Amount Underpaid $1,018 Site Plan Review $200 Variance $200 Notification Sign $100 Escrow for Filing Fees $1,518 S. Asim Gul paid $1,518 Check 8229 $2,693 TOTAL FEES SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 04/20/2007 2:33 PM Receipt No. 0040769 CLERK: katie PAYEE: S ASIM GUL Arboretum Business Park 7th Addition / MAMAC Systems Planning Case 07-10 ------------------------------------------------------- Use & Variance 1,218.00 Recording Fees 100.00 Sign Permit 200.00 Total Cash Check 8229 Change 1,518.00 0.00 1,518.00 0.00 SCPNNED ARBORETUM BUSINESS PARK 7TH ADDITION/MAMAC SYSTEMS -PLANNING CASE 07-10 $300 Subdivision $425 Conditional Use Permit $450 Escrow for Filing Fees $1,175 Chaska Gateway Partners paid $650 Check 1880 and $525 Check 1883 $1,018 Site Plan Review $200 Variance $200 Notification Sign $100 Escrow for filing fees $1,518 S. Asim Gul paid Check 8229 SCANNED Planning Case No. C)% Iy CITY OF CHANHASSEN 91TY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 RECEIVED Chanhassen, MN 55317 — (952) 227-1100 APR 13 2007 DEVELOPMENT REVIEW APPLICATION CHANHASSENPLANNING DEPT PLEASE PRINT N�l�!! ✓, L� rAARM fMW NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review — Site Plan Review (SPR)* SOO+ 512 c Iola Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) X Variance (VAR) o_"� Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign — 200__. (City to install and remove) X Escr for Filing Fees/� rney Cosr- i OC-1 50 UP(�PR6VAC2A VVAP/Metes 8 Bounds - $450 Minor SUB TOTAL FEE $ JEDIS [AA+- 1;,4 cl:,4$229 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copycopy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applicatioris through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: MA - WC 519% S LOCATION: LEGAL DES, Z S- 6'7 TOTAL ACREAGE: �iL1 pre'l t WETLANDS PRESENT: }� YES_ O PRESENT ZONING: Y REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATI( REASON FOR REQUEST: MW. tA1 GoY7s¢ t � )n This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. GVLAMfonms\Development Review 3 Date ,¢CL (3� zoo-7 Date {CANNED Rev. 12/05 Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, MN 55447 T 763-746-1600 F 763-746-1699 www.schoollmadson.com TO: City of Chanhassen DATE: 4-24-07 1 PROJECT NO.: 61809-022 7700 Market Blvd ATTENTION: Bob Generous Chanhassen, MN 55317 SUBJECT: Lot 2, Arboretum Business Park Seventh We are sending you ❑ herewith ❑ under separate cover the following: ® Plans ❑ Specifications ❑ Prints ❑Reports ❑ Shop Drawings ❑ Change Order ❑ Samples ❑ Copy of a Letter ❑ Data Sheets ® Other CD Transmitted via: ❑Mail ❑ Fax ❑ Will Call ® 3 Hr. Messenger Service ❑ Overnight Delivery QUANTITY DESCRIPTION 16 Full size plan sets 1 8.5x11 plan set 1 CD with TIF images of plans These are transmitted as follows: ® As Requested ❑ For Your Records ❑ For Your Use ❑ For Review and Comment REMARKS: Please call with questions _ SCHOELL & MADSON, INC. Jerry Backman Direct Dial No. 763-746-1620 CITY OF CHANHASSEN Copy to: RECEIVED APR 2 4 2007 CHANHASSEN pIANNING DEPT RECEIVED APR 2 4 2007 CITY OF CHANHASSEN F:\ENG\61809\022\CORRES\SENT\Transmittal Form Chan 4-24-07.doc SCA11NFe Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, MN 55447 T 763-146-1600 F 763-746-1699 www.schoellmadson.com TO: City of Chanhassen DATE: 04-16-07 PROJECT NO.: 61809-021 7700 Market Blvd ATTENTION: Bob Generous Chanhassen, Mn 55317 SUBJECT: Prelim Plat for ABORETUM BUSINESS PARK 7`" ADDITION We are sending you ® herewith ❑ under separate cover the following: ❑ Plans ❑ Specifications ® Prints ❑Reports ❑ Shop Drawings ❑ Change Order ❑ Samples ❑ Copy of a Letter ❑ Data Sheets ❑ Other Transmitted via: ❑Mail ❑ Fax ❑ Will Call ❑ Hr. Messenger Service ❑ Overnight Delivery QUANTITY DESCRIPTION 16 full size copies of updated preliminary plat 1 8.5x11 copy These are transmitted as follows: ❑ As Requested ❑ For Your Records ❑ For Your Use ® For Review and Comment REMARKS: Thank You SCHOELL & MADSON, INC. Dave Davenport Direct Dial No. 763-746-1619 Copy to: CITY OFCHANHASSEN RECEIVED APR 16 2007 PLANNING DEPT CADomments and Settings\davedWy Documents\fonns\Transmittal Form.doc SCANNED ._ .:, .�� - ,� ... n -�," a �' e SCANNED x moo"" Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial. (651)134-6111 E-mailAddress: snelson@ck-law.com Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN —MISC. January 18, 2008 T7- 10 RECEIVED JAN 2 3 2003 CITY OF CHANHASSEN DOCUMENTS ➢ Resolution 2007-34 — Approving Final Plat and Creating Arboretum Business Park Seventh Addition, Chaska Gateway Partners, LLP Dear Kim: Enclosed for the City's files please find original recorded Resolution 2007-34 approving final plat and creating Arboretum Business Park Seventh Addition for Chaska Gateway Partners, LLP. This resolution was recorded with Carver County on September 24, 2007 as Abstract Document No. A472123 and as Torrens Document No. T164541. SRN:ms Enclosure Regards, CAMPBELL KNUTSON Professional Association B� R. Ne—� Assistant SCANNED Document No. OFFICE OF THE T 164541 REGISTRAR OF TITLES III��II�IIIIII CARVER Ch##3 $99TY MINNESOTA e 33dJ Certified Recorded on 09 242Qi at 02:00 ❑ AM PM 2007-09-24 111111I gIVIVIVIIIIllll1111 R israrHanson, of T lesr. STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) Document NO. OFFICE OF THE A 472123 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $ 46.00 Checldt. 17888 Certified Recorded on 09-24-2007 at 02:00 ❑ 47?123 II I I IIII I IIiIII I III CColu enso cor er r CERTIFICATION I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2007-34, entitled "Arboretum Business Park Seventh Addition: Approving Final Plat — adopted by the Chanhassen City Council on May 29, 2007, with the original copies now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this I Ith day of June. 2007. Kardn J. En tclt, Deputy Clerk SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA DATE: May 29, 2007 RESOLUTION NO: 2007-34 MOTION BY: Peterson SECONDED BY: Ernst A RESOLUTION APPROVING A FINAL PLAT CREATING ARBORETUM BUSINESS PARK SEVENTH ADDITION, CHASKA GATEWAY PARTNERS, LLP WHEREAS, Chaska Gateway Partners, LLP, have requested a subdivision of their property into two lots of 4.96 and 5.23 acres and an outlot of 2.03 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code and the Arboretum Business Park Development Design Standards; and WHEREAS, the Chanhassen Planning Commission held a public hearing on May 15, 2007, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Arboretum Business Park 7th Addition (Planning Case #07-10) for the Chaska Gateway Partners, LLP, property legally described as Outlot C, Arboretum Business Park, creating Lots 1 and 2, Block 1, and Outlot A, Arboretum Business Park 70' Addition, as shown on the plans prepared Schnell Madsen, dated April 16, 2007, and as amended by the City, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West Wd Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. 5. Trail easements within Lots 1 and 2 and Outlot A, Arboretum Business Park 7a' Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the `wetland trail". 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Sloe Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have 7-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Outlot A, Arboretum Business Park 7`h Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension. Passed and adopted by the Chanhassen City Council this 29 h day of May, 2007. ATTEST: 6 A / I'L Todd Geifiardt, City Clerk/Manager YES NO Furlong Ernst Litsey Peterson Thomas A. Furlong, Mayor ABSENT Tjornhom 0 Note: Sift fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T-Posts with 3(501b) tens strength plastic zip ties per T-Post. (Machine sliced) T Posts 24" in ground ties Min. Depth of sift f l eem,leat Note: Type 2 silt fence is the same as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Zip Ties 24" in ground Hay or Straw Bales w mcd stake 46- H-0 h IS b La ib Hr d Bobs xe t° Ee !ieE ,rAn a rm,-rkgrcEabls Wrtw» 0 p,0 1"-2"WASHED ROCK ,SO 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS 18" MINIMUM CUT OFF BERM ---J TO MINIMIZE RUNOFF FROM SITE / FILTER FABRIC �Z�r.;..-_� tall ♦ NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF SLT CITY OF I am CHIBASSEN CBANBASSEN Tn, i°:A'F:M.: � In,.l `:£ =M 393_5301 GRADING NOTES: 1) CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' AT LEAST 48 HOURS PRIOR TO EXCAVATION/CONSTRUCTION FOR EXISTING UNDERGROUND UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL -FREE: 1-800-252-1166. 2) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3) SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON SITE WITH THE EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL, AND ANY OTHER UNSTABLE MATERIAL. 4) SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING THE EXISTING PAVEMENT. 5) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 6) ALL EXCESS MATERIAL INCLUDING BITUMINOUS SURFACING, CONCRETE, ABANDONED UTILITY ITEMS, AND ANY OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 7) COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. THE FOUNDATION AND BUILDING PAD DIMENSIONS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. THE HORIZONTAL DIMENSIONS AND LOCATION OF THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN. THE PAVEMENT SECTION AND SUBBASE SHALL BE COORDINATED WITH THE GEOTECHNICAL REPORT. 8) ALL TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON THE SITE AT A LOCATION TO BE DETERMINED BY THE OWNER. 9) ALL FILL AREAS SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. 10) UPON COMPLETION OF GRADING ACTIVITIES, ALL DISTURBED AREAS SHALL BE COVERED WITH 4" OF TOPSOIL THEN SEEDED WITH MNDOT MIX 150 APPLIED AT A RATE OF 40 LBS/ACRE AND FERTILIZED WITH 10-10-20 AT A RATE OF 200 LBS/ACRE. 1 1) REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR DETAILS ON EROSION & SEDIMENT CONTROL PRACTICES, INCLUDING INSTALLATION AND MAINTENANCE PROCEDURES. 12) CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORKING WITHIN THE RIGHT-OF-WAY AND DETERMINE IF CITY INSPECTION WILL BE REQUIRED. Issue / Revision Date: Description: Bv: Date: Description: Bv: WARNING / CITY OF CHANHASSQII THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES / I FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, / RECEIVED/ CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED > STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR APR 2 4 2007 REPLACE THE ABOVE WHEN DAMAGED DURING C1IANrIAsseNPLANNING DEPT CONSTRUCTION AT NO COST TO OWNER. f r 1 krip It r x 968.6 .1 x 969.4 I a - 965.9 2R \ } II \ + - / ! J 7 /J'',` TY RO�ION \� L U J 1e i I ° / / ! I ! J / J / i 4 1 CONTROL SILT AEL}GE \ \ 966. lit S8 047"10I 4 9 8 �� ;' i { Jl it i ° APPROXIMATE EDGE OF WETLAND '.. �'./ x 94 ! t / / / , l 11 Ix 55.3 i z 95® RE-VELINEATION IS REQUIRED 0C10I �q ��00 i l' x 9 1.a L I 1 1I 1-&'. BUFFER ZONE �WETL DOQ r!-��- Q//-�� `` � 46 \ 0\\ \� \\ \� \ S� a0� $ 0 f !( 0 - -�! ..;a, - _._ �r Q 10 \ �..}-'ci •✓�939.1 / itl! t6.5' Q Q C� = o43.7 0 \ S r* r x 941 / 968.0 ! sags y l / / i 1 / ! '(�. Qp�❑�(�� . 0' I� 1 f f / 0�� ' �� 95 _ i1 1 --943.$` 66G _==-.r $' N8a ?aG C` 954 °\\ ) / x 9��-3 f \ f J ' t gyp ---_ 58 956 /�/ tea. --``' 1 \ y \� B' \ P % , ,1 ! fl 9 Ix t945.0 I \ \ 9 1 > ar J 966.E � f , (� G � _ u ��. _ CT' x �F5.4 \ is \ !!! ooa -_964 _ 0.z - _ 1 s, �l\\vor �' o� ,. �o� I��jy / 'r Os�. ��oC � r{ 1194.)465 �,- 0 26 40 'STRUCTURE SETBACK _ Oo 1 L { x 94' 2 1 1� \ 9r. FROM BUFFER ZONE,. `� \ \ _ \ gs7 ®\t \ r 6 i �G �r� 1 4 (1 1 { / 1€ 971.0 r \ s e ` ! \ ,w \ ` \ \ _ _ �9 ' ` 95.? \ a CQ I t 2i I \ ( I \ 1 { r g 1 f v f i x 94618 /r ti 971.4/ TEMPORARY `ROCK .� \ t- _ \ o"` �` x v , : 970.7 g -9l2 \ \� r` ` �`'� `4"+- 54 l \ ) i COI1f�5,TRUr-TION EN TRANCE o \� -N. ` -e `� \ \ I \ I (\ __ : { S 0� / \ 3o - _ - ` \ --- 4 - REF I/ / _ _ _ -971 +� .._---973-� ~�.,� 7�°` � �-•� �` ` � � ,� � o-��' -� "^'� \ � '�1 {`D �v� 24, 0 9�6.411 , - '�.,� L -t CfF- I 1 (Q 1 L 1 I I z' _ J44 Stq$, f /, \ - �9 \ \ \ ` I\\ �At I Lf / /f l I 7�' A f� �� .-.„ A \_ 9� 8 \\ \ ®� ti { �c.l i TYRE 2 EROSION x' f { i .> M ° / / j - ' . 4 _ �� \ ` 9 ` \ \\ \ \ 1\ I CO TROL SILT FENCE. } � ! 1 ! i _ b C71 , +,- �\ ®� �� - �\ 9610 ~\ \ \\ \ \ \I r.5I f l'�' \ x 9-6., - x 960.\ `*.. '�' . 962\ \ ® l`a: \ (�+ I\ . I ll1 t / f -, ,J >,9$ ,0 -9 �\ / \ 4`\l`�- _ �\ `� 4 \\\ t\ \ \I \ \ 1 948.9 \ xx?944.5/) f i IN f rr r x a ;.s' '° '1 \ ' �3s3:6-`.".��. 964\6`\ \\ \� '� \ \ \ j \ ! = \`X�.�1�f I C 1 C7 I\ x 964-4 \\ \ \ 5 1 0124 t` r g \ I 6• 65 \ \ �• \ \ \ \CO L♦i f 1III I f ! I / it /' i � r r \ \ \ \ _. � . \ \ \ \ \ � - - _ r x s47 I bt S�BR�►DE PAD ELE1�-n69 nit Ill FA 551 r =-, \ \ \ 11161.4\,x - \ \ \ \ --" ' �' '� ` � 9 0 F 9 14 it 1 { 1 1 1 k i \ ` .-- `°a y °,`. \" - s - \` 975 rpm a, - „.- _ .. x g\jy\ 1 \\ OJ26 ` 19 $. Jl ! / J ± I[ 1 , \ - a„w w, 4 . ". „„.. '� >a x 969-5 _ - _..•�� `. \ \® 'Q .,,, x 9�6>7 ® R:\$ r�, - 95:�.7 \ t,u ! x 981.3 I x 980° >,. \° `` i \ \.�Q \ ` ~� \ ` � 3 \\ \ \ ( I / �� i \ `-.,, y �_ - .,- - -- -971- < �`%�97&C7�iG a • \ VN 52.9 x,, �`s71s CL\ram`\ �, \t\\ \ \{ 957.C1 \\ _-Ir �. x t.s _ _ _ _ _ r- /-972-- -- , _ 1` x-97114- \ 16 . \ \ \ \ -I' /7" ' I t :.0 j "' 1 t 1 { I I \ "----_._ x 97z.4 x j � �\\\ \� ) � 1 111ti\\� �so�\\\ \ \ \ 0 35.. �®� ®-� _.J, O 97,3 6)5 I \ \ \ xt.c; R - _ \ \ o x 955.6 _ - - 51 to - - _ _71��- - ---- _ ------ -- ---Q I - --- ----max - --= 171i'- - -1 - � _ - 'S --_ - - - - - - - - - - - - - ` - - - - - - - - - ,. - _ � J i -- �- � - r s }r \ -,ram -- \ > -1 T \ \ _ 75.3 CB 74.2 1 1 \ \ \x15(s9.2$ s �a 1 9?9. � x s7 .. x �7r., 74.1 ( ! f 1 \ \ 1 \NYE... ' I sa1.z s \ fio.s x[ 1 73 s \� 74 8, \ {570.6 (o.r A 'A \ \ l \ 975 I \ 9�a �- __ \ \\ ( \ ! ( x 94.1 I 1 I 7s. - 74.8 - - I , \ \ \ \ ss6s CB } _ E�gJ \ x 977.4 97 \ + l 970. ` \ 1� \\ �` \\ \ O S �1 I I I - s.s \ I \ ,fly s,'�.$ �9�7.s� 7 I D 74. } i 7� 5.3� x 377.6 \ /< a... 73 )) ,� 97 ., >f 975.0 97 . I \ \\ x Q7/9 1 \ 1 i fio.fi7 s.J x s�o.3 9 \ / 9 �N x 978.0 J C 0 30 17 ! s� 11 s Ilrt I -I x �7a.1 9 z. 1 E i \� 1 o x49s1 Pi I �I \ \ \ x 960,2 / i I ) 4+, cB x 97?.s /� 7 6�/ I x 6.6 -\ o I I \ 7a x 91, 7 x 7a1 _ \\� IfI I t ;1 x 9 r�� `/ I t I ! I l fr �s.3 1 I 7 t 9 f 7a. i `' r IZ I I I I j? 9$1.3 s 2! I If 1 rl CB r x 71. % ) ! ` �sa6.5 / �z.s x 08i. ! ! 1 1� I I II 9 x \ l 978.7\x ` _E�-, [ I ( I I i ) ) ) ( r x 962 ! ! !� I� i ��6�, it It x > , I �- CB 1 7 M - . t x 970.1' I f 1 a� 7 I n / / s `x / / i' xp97o 1 ! ! x mac.✓ 1 I 4.8 969,6� I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Scott Ham Date: Reg. No. 13394 Reviewed By: Jerry Backman 1 Designed By: I Drawn By: I Checked By: Schoell Madson Planning Engineering Surveying m 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55320 T 763-241-0108 F 763-241-8351 v,Mrov.schoel Imadson.com Client: CHASKA GATEWAY PARTNERS, `._LC 3610 County Road 101 South Wayzata, MN 55391 Project: Date: LOT 2 ARBORETUM BUSINESS PARK SEVENTH ADDITION 4.24.07 CHANHASSEN,MN Sheet Title: Sheet: 3 GRADING PLAN C SMI Project Number: 61809-09X PROJECT: LOT 2 ARBORETUM BUSINESS PARK SEVENTH ADDITION LOCATION: CHANHASSEN, MN OWNER/DEVELOPER: CHASKA GATEWAY PARTNERS, LLC 3610 COUNTY ROAD 101 SOUTH WAYZATA, MN 55391 CONTRACTOR: TBA ENGINEER: SCHOELL MADSON 15050 23RD AVENUE NORTH PLYMOUTH, MN 55447 CONTACT: JERRY BACKMAN 763-746-1620 jerryb@schoellmodson.com 1. DESCRIPTION (purpose and types of will disturbing activities): THIS SWPPP IS DESIGNED TO (1) IDENTIFY ALL THE POTENTIAL SOURCES OF POLLUTION WHICH MAY REASONABLY BE EXPECTED TO AFFECT STORM WATER DISCHARGES FROM THE SITE; (2) DESCRIBE THE PRACTICES TO BE USED TO REDUCE POLLUTANTS IN STORM WATER DISCHARGES FROM THE SITE; AND (3) ASSURE COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE NPDES PHASE II STORM WATER PERMIT. AS REQUIRED AND DEFINED BY THE NPDES PHASE II STORM WATER PERMIT, THE SWPPP WILL BE IMPLEMENTED AT THE SITE FROM THE COMMENCEMENT OF CONSTRUCTION ACTIVITY UNTIL THE COMPLETION OF FINAL STABILIZATION. THE PROJECT WILL CONSIST OF A BUILDING AND PARKING LOT ADDITION. THE PROJECT SHALL FOLLOW MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION 2005 EDITION UNLESS OTHERWISE NOTED. 2. SEQUENCE OF CONSTRUCTION AC7M E.S: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: 1) INSTALL ROCK ENTRANCE BERM 2) INSTALL SILT FENCE 3) CLEAR AND GRUB SITE 4) EXCAVATION & EARTH MOVING 5) TOPSOIL RESPREAD 6) STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED 7) INSPECT SITE wpm s - 496 SKWA CM V. '.p IL ULVIAM COL _WE CAxnE rim C. s � , $4WWAA ML r RL _rn WDN CT, z,, a V PIJIUALL 69 . Ct.CHANHASSE _§ 96. 9a �EOL 2000 POP, 2Q321 1IIW IMAM U"W M1:, PA LA cmw EL T -. rT, w,4l::.F::.P Avg FMSF-- P.L. ..a __ (CATION ViY � LOCATION MAP NO SCALE 3. CONTROL MEASURES: 3.1 AREAS OF CONCERN A) DISCHARGE TO WETLANDS, LAKES, & STREAMS THE PERIMETER OF ALL WETLANDS AND EXISTING BODIES OF WATER SHALL BE SURROUNDED BY SILT FENCE. B) GENERATION OF DUST DUST CONTROL MAY BECOME NECESSARY. WATER TRUCKS MAY BE REQUESTED IF IT IS NECESSARY. C) TRACKING ONTO PUBLIC STREETS AND COUNTY & STATE ROADS A ROCK ENTRANCE BERM HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS ONTO THE CITY STREETS. THE DEVELOPER WILL INSTALL INLET PROTECTION ON THE EXISTING STREETS AS REQUESTED BY THE CITY. D) WASHOUTS AROUND POND AND WETLAND AREAS SILT FENCE SHALL BE INSTALLED IMMEDIATELY AFTER NEW POND & WETLAND CONSTRUCTION. IF APPLICABLE, ADDITIONAL STABILIZATION MAY BE REQUESTED BY THE CITY OR PROJECT ENGINEER. E) STOCK PILES STOCKPILES SHALL BE SEEDED AND MULCHED WITHIN SEVEN DAYS OF ACTIVITY. 3.2 STANDARD CONTROL MEASURES A) TEMPORARY ROCK CONSTRUCTION ENTRANCE A ROCK ENTRANCE BERM IS CONSTRUCTED OF COARSE CLEAN ROCK INSTALLED AT THE PROPOSED ENTRANCE POINT FOR ALL CONSTRUCTION VEHICLES. A DETAIL OF THE ROCK ENTRANCE BERM IS SHOWN ON THE DETAILS SHEET. THIS STONE PAD PROVIDES A TIRE CLEANING MECHANISM FOR ALL VEHICLES LEAVING THE SITE. B) SILT FENCE SILT FENCES ARE DESIGNED AS A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC ATTACHED TO SUPPORT POSTS. THE SILT FENCE SHALL IN GENERAL BE PLACED AROUND THE PERIMETER OF THE SITE OR AT THE LIMITS OF THE PROPOSED DISTURBED AREAS. REFER TO THE GRADING PLAN FOR EXACT LOCATIONS. C) FINISHED GRADE SLOPES THE SITE IS BEING GRADED AT 3:1 SLOPES OR FLATTER TO PROVIDE A LESS EROSIVE SURFACE. 3:1 SLOPES SHALL BE SEEDED WITH MNDOT MIX 150. ANY 3:1 SLOPES OVER 35 FEET IN LENGTH (UNLESS THEY ARE ISOLATED FROM RUNON WATER) OR 3:1 SLOPES WITH CONCENTRATED FLOWS SHOULD USE A MNDOT CATEGORY 3 EROSION CONTROL BLANKET AS NEEDED. THERE SHALL BE NO UNBROKEN 3:1 SLOPES GREATER THAN 75 FEET IN LENGTH. THERE ARE NO SLOPES PROPOSED GREATER THAN 3:1. D) STORM DRAIN INLET PROTECTION STORM DRAIN INLET PROTECTION IS A SEDIMENT BARRIER PLACED AROUND A STORM SEWER INLET. THIS STRUCTURE TRAPS SEDIMENT BEFORE IT ENTERS THE STORM SEWER SYSTEM. THE UTILITY CONTRACTOR WILL BE REQUIRED TO INSTALL THE WIMCO STRUCTURAL STREET INSERTS. PRIOR TO INSTALLATION, THE ENGINEER SHOULD VERIFY WITH THE CITY AND OTHER AGENCIES THAT THE PROPOSED INLET DEVICE IS IN COMPLIANCE WITH THEIR STANDARD DETAILS. THE BMPS MUST BE INSTALLED WITHIN 24 HOURS OF CONNECTION AND CAN ONLY BE REMOVED DURING WINTER MONTHS AMD ONCE 70% DENSITY PERMANENT VEGETATION IS ESTABLISHED IN 100% OF THE CONTRIBUTING WATERSHED. E) OUTLET STRUCTURES AND OUTLET PROTECTION AN OUTLET STRUCTURE IS PROPOSED FOR THE STORM WATER TREATMENT POND. THE OUTLET STRUCTURE WILL PROVIDE SKIMMING AND RATE CONTROL FOR WATER LEAVING THE POND. RIP -RAP WILL BE PLACED AT THE BASE OF ALL APRONS TO PROVIDE EROSION CONTROL BY PROTECTING THE DOWNSTREAM SOILS FROM TURBULENCE AND HIGH DISCHARGE VELOCITIES. THE RIP RAP WILL BE INSTALLED IN ACCORDANCE WITH CITY STANDARD DETAILS, AND MUST BE INSTALLED WITHIN 24-HOURS OF CONNECTION TO SURFACE WATERS. F) TEMPORARY RESTORATION TEMPORARY SEEDING WILL BE DONE AS REQUIRED BY THE NPDES PHASE II PERMIT AND THE GRADING WILL BE SCHEDULED TO MINIMIZE THE DISTURBED AREA AT ALL TIMES. IF NECESSARY, ALL DISTURBED AREAS WILL BE RESTORED WITH 6" OF TOPSOIL. THE SEED MIX SHALL BE IN ACCORDANCE WITH MNDOT MIX 150 APPLIED AT A RATE OF 40 LBS/ACRE AND FERTILIZED WITH 10-10-20 AT A RATE OF 200 LBS/ACRE. THE MULCH SHALL BE MNDOT TYPE 1 AND APPLIED AT A RATE OF 2 TONS/ACRES, DISC ANCHORED (WITH DISC BLADES SET NEARLY STRAIGHT) IMMEDIATELY AFTER PLACEMENT. WOOD FIBER BLANKETS (MNDOT CATEGORY 3) WILL BE INSTALLED ON 3:1 SLOPES AS NEEDED AND ON ALL DITCH BOTTOMS GREATER THAN 2%. G) PERMANENT RESTORATION PERMANENT SITE RESTORATION SHALL BE IN ACCORDANCE WITH THE LANDSCAPE PLAN, AND MAY INCLUDE SODDING OR SEEDING. H) TRASH AND DEBRIS ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE COLLECTED AND DEPOSITED IN A DUMPSTER, AND THE DUMPSTER SHALL BE EMPTIED AS NECESSARY. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE. ALL SANITARY SEWER WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS REQUIRED BY LOCAL REGULATIONS. 1) DEWATERING DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A SEDIMEN BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP SAND BAGS PLASTIC SHEETING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS OR EROSION. J) CONNECTION TO SURFACE WATERS ALL EXPOSED SOIL AREAS. WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 SLOPES), 14 DAYS (10:1 TO 3:1 SLOPES), OR 21 DAYS (FLATTER THAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEINER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). K) TEMPORARY STOCKPILES TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. Issue / Revision Date: Description: By: Date: Description: By: I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Scott Hard Date: Reg. No. 13394 Reviewed By: Jerry Backman Drawn By: Checked By: JLI POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE POTENTIAL POLLUTANT I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Scott Hard Date: Reg. No. 13394 Reviewed By: Jerry Backman Drawn By: Checked By: JLI POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE POTENTIAL POLLUTANT Y OR N LOCATION ANTIFREEZE YES VARIOUS ASPHALT YES CONTRACTOR DIESEL FUEL YES VARIOUS FERTILIZER YES LANDSCAPE GASOLINE YES IN EQUIPMENT GLUE/ADHESIVES YES CONTRACTOR HYDRAULIC OIL/FLUIDS YES CONTRACTOR PAINTS YES CONTRACTOR GREASE YES CONTRACTOR SANITARY WASTE YES VARIOUS SOIL AMENDMENTS NO LANDSCAPING MATERIALS YES LANDSCAPE CONTROL MEASURE SECONDARY CONTAINMENT SECONDARY CONTAINMENT SECONDARY CONTAINMENT SECONDARY CONTAINMENT SECONDARY CONTAINMENT CONTRACTOR RESPONSIBLE SECONDARY CONTAINMENT CONTRACTOR RESPONSIBLE SECONDARY CONTAINMENT SERVICE PROVIDER TO SECURE UNITS FROM TIPPING OVER CONTRACTOR RESPONSIBLE 5. EROSION CONTROL INSPECTION AND MAINTENANCE 5.1 EROSION CONTROL INSPECTION INSPECTIONS WILL INCLUDE A VISUAL INSPECTION OF ALL DISTURBED AREAS OF THE SITE, MATERIAL STORAGE AREAS EXPOSED TO PRECIPITATION, SEDIMENT AND EROSION CONTROL MEASURES, LOCATIONS WHERE VEHICLES ENTER OR EXIT THE CONSTRUCTION SITE, AND ACCESSIBLE DISCHARGE POINTS (OUT FALLS). THE PURPOSE OF THE INSPECTIONS IS TO ASSESS AND DETERMINE WHETHER EROSION CONTROL MEASURES ARE OPERATING PROPERLY AND EFFECTIVELY. INSPECTION REPORTS WILL BE COMPLETED AT THE TIME OF THE INSPECTION AND CERTIFIED AS REQUIRED BY THE APPLICABLE NPDES PHASE II STORM WATER PERMIT. THE CONTENT OF THE INSPECTION REPORTS WILL ADDRESS THE REQUIRED CONTENT FOR THE INSPECTION REPORTS PROVIDED BY THE NPDES PHASE II STORM WATER PERMIT. THE INSPECTION REPORT WILL INDICATE WHETHER ANY INCIDENTS OF NON-COMPLIANCE WITH THE REQUIREMENTS OF THE NPDES PHASE II STORM WATER PERMIT WERE OBSERVED AND ANY CONDITIONS REQUIRING AN AMENDMENT TO THE SWPPP. ALL INSPECTION AND INSPECTION REPORTS AT THIS SITE WILL BE COMPLETED BY A REPRESENTATIVE FROM THE CONTRACTORS FIRM. INSPECTION AND MAINTENANCE RECORDS SHALL SPECIFY THE FOLLOWING: 1. DATE AND TIME OF INSPECTION. 2. NAME OF PERSON(S) CONDUCTING INSPECTIONS. 3. DATE AND AMOUNT OF RAINFALL FOR EVENTS GREATER THAN 0.5 IN/24 HR. ALL INSPECTORS WILL BE FAMILIAR WITH ALL ASPECTS OF THIS SWPPP INCLUDING THE IMPLEMENTED BMP'S AND WILL COMPLETE REGULAR INSPECTIONS OF THE SITE. DOCUMENTATION OF THE EXPERIENCE AND QUALIFICATIONS OF PERSONNEL MAKING INSPECTIONS AT THIS SITE ARE INCLUDED IN THIS SECTION OF THE SWPPP. INSPECTIONS WILL BE COMPLETED ACCORDING TO THE SCHEDULE BELOW. 1. EVERY 7 DAYS 2. WITHIN 24 HOURS OF THE END OF EACH RAIN EVENT OF 0.5" OR MORE 3. WHEN 6" OF SNOW MELT OCCURS 5.2 EROSION AND SEDIMENT CONTROL MAINTENANCE 1) ALL EROSION & SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. NECESSARY MAINTENANCE AND REPAIRS WILL BE INITIATED WITHIN A 24 HOUR PERIOD OF THE MAINTENANCE AND INSPECTION REPORT. A RECORD OF ALL REPAIRS SHALL BE MADE WITHIN THE REPORT. 2) EXPOSED EXCAVATION AREAS SHALL BE KEPT TO A MINIMUM BY BALANCING CUT AND FILL AREAS THROUGHOUT Tr.L GRADING OPERATION IN ACCORDANCE WITH THE APPROVED GRADING PLAN. 3) SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT BUILD-UP. SEDIMENT SHALL BE REMOVED FROM ALL SILT FENCE WHEN IT HAS REACHED ONE-THIRD OF THE FENCE HEIGHT. 4) SILT FENCE WILL BE INSPECTED FOR TEARS. SILT FENCE SHALL ALSO BE INSPECTED TO ENSURE THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND IF THE FENCE POSTS ARE FIRMLY IN THE GROUND. 5 STOCKPILES WILL BE INSPECTED FOR SILT FENCE OR OTHER SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6) STORM WATER TREATMENT PONDS WILL BE MONITORED FOR DEPTH OF SEDIMENT. SEDIMENT MAY HAVE TO BE REMOVED WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50% OR MORE, AND WITHIN 72 HOURS OF DISCOVERY. SEDIMENT MAY ALSO HAVE TO BE REMOVED AT THE END OF THE PROJECT OR AS DIRECTED BY THE CITY OR PROJECT ENGINEER. 7) STORM DRAINS WILL BE INSPECTED FOR PROTECTION DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 8) EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS WILL BE MAINTAINED IN EFFECTIVE OPERATING CONDITION. IF INSPECTIONS INDICATE THAT A BMP IS NOT OPERATING PROPERLY, MAINTENANCE OR MODIFICATION OF THE BMP WILL BE PERFORMED. THIS WORK SHALL BE PERFORMED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICAL AND NO LATER THAN 7 CALENDAR DAYS FROM THE INSPECTION DATE TO ENSURE ITS CONTINUED EFFECTIVENESS. 9) IF ADDITIONAL BMPS ARE NECESSARY, THE ADDITION WILL BE MADE BEFORE THE NEXT STORM EVENT, WHENEVER PRACTICAL, AND NOT LATER THAN 7 CALENDAR DAYS FROM THE INSPECTION DATE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS NOT PRACTICAL, THE CONDITIONS WILL BE DOCUMENTED IN THE APPLICABLE SWPPP AMENDMENT, AND ALTERNATIVE BMPS WILL BE USED AS SOON AS POSSIBLE. 10) OFF -SITE SEDIMENT SHALL BE REMOVED FROM ALL PAVEMENT SURFACES WITHIN 24 HOURS OF DISCOVERY. 11) SEDIMENT SHALL BE REMOVED FROM ALL SURFACE WATERS WITHIN 7 DAYS OF DISCOVERY. 6. FINAL STABILIZATION: TEMPORARY STABILIZATION WILL REMAIN IN PLACE FOR ALL AREAS UNTIL FINAL STABILIZATION OCCURS. TO COMPLETE FINAL STABILIZATION, THE FOLLOWING MUST OCCUR: -STABILIZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70% DENSITY) -DRAINAGE DITCHES STABILIZED -TEMPORARY SYNTHETIC & STRUCTURAL BMPS REMOVED -SEDIMENT CLEANED OUT OF STORM WATER CONVEYANCES & SEDIMENTATION BASINS, AND BASINS RETURNED TO DESIGN CAPACITY THE NOTICE OF TERMINATION SHALL BE USED TO TERMINATE PERMIT COVERAGE OF THE ORIGINAL STORMWATER PERMIT NUMBER OR THE SUBDIVISION REGISTRATION PERMIT NUMBER. 15050 23rd Avenue North Schnell Madson T763-746-160eso IF763-7 T 763-746 1600 F 763-746-1699 Planning Engineering Surveying 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 7 www.schoellmadson.com Client: 7. PLAN AMENDMENTS' THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL BE AMENDED IF THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT IMPACT ON THE DISCHARGE TO THE SURFACE WATERS OR UNDERGROUND WATERS. THE PLAN WILL ALSO BE AMENDED IF IT IS PROVEN TO BE INADEQUATE IN CONTROLLING POLLUTANTS IN STORM WATER DISCHARGES DUE TO CONSTRUCTION ACTIVITIES. B. CERTIFICATION OF COMPLIANCE WITH FEDERAL. STATE, AND LOCAL REGULATIONS: THIS STORM WATER POLLUTION PREVENTION PLAN WAS PREPARED IN ACCORDANCE WITH THE NPDES/SDS GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH A CONSTRUCTION ACTIVITY. ALL OTHER APPLICABLE FEDERAL, STATE, OR LOCAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL SITE PLANS (OR PERMITS), OR STORM WATER MANAGEMENT SITE PLANS (OR PERMITS) HAVE BEEN TAKEN INTO ACCOUNT AND ALL REQUIREMENTS WILL BE MET. HYDROLOGIC CALCULATIONS HAVE BEEN PERFORMED TO MODEL THE PROPOSED AND EXISTING DRAINAGE CHARACTERISTICS OF THE SITE. AN EFFORT HAS BEEN MADE TO ACCOUNT FOR ALL STORM WATER BOTH ENTERING AND LEAVING THE SITE. AS SUCH, MOST OF THE SITES RUNOFF WILL BE COLLECTED AND TREATED IN STORM WATER TREATMENT PONDS. STORM WATER CONVEYANCE WILL BE PROVIDED BY DRAINAGE SWALES, CONCRETE CURB AND GUTTER, AND A SUB -SURFACE DRAINAGE NETWORK LOCATED THROUGHOUT THE SITE. THOSE AREAS WHERE STORM WATER CANNOT BE COLLECTED BY ANY OF THE SYSTEMS LISTED ABOVE SHALL HAVE THE NECESSARY TEMPORARY MEASURES EMPLOYED TO REDUCE THE RISK OF SEDIMENT CONTAMINATION AND EROSION UNTIL PERMANENT VEGETATIVE COVER CAN BE ESTABLISHED. 10. NON -STORM WATER MANAGEMENT: NON -STORM WATER DISCHARGES WILL BE ELIMINATED OR REDUCED TO THE EXTENT FEASIBLE, WITH THE EXCEPTION OF THOSE NECESSARY FOR THE COMPLETION OF CERTAIN CONSTRUCTION ACTIVITIES. AUTHORIZED NON -STORM WATER DISCHARGES FROM THIS SITE INCLUDE. 1. FIRE HYDRANT FLUSHINGS 2. WATER USED FOR DUST CONTROL PURPOSES 3. POTABLE WATER AND UNCONTAMINATED WATER LINE FLUSHING 4. EXTERNAL BUILDING WASH WATER WHEN DETERGENT IS NOT USED 5. UNCONTAMINATED GROUNDWATER OR SPRING WATER 6. UNCONTAMINATED EXCAVATION DEWATERING 7. PUMPING OF DETENTION BASINS OR DE -SILTING BASINS AFTER RAIN EVENTS (USING PROPER FILTERING DEVICES PER GENERAL PERMIT) 8. STREET CLEANING (WHERE PERMITTED) THESE AUTHORIZED NON -STORM WATER DISCHARGES WILL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NPDES PHASE II PERMIT, AND EVERY EFFORT WILL BE MADE TO MINIMIZE NON -STORM WATER RUNOFF FROM THESE SITE ACTIVITIES. 11. CONSTRUCTION CHEMICALS MID POLLUTANTS: 11.1 SPILL PREVENTION THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES TWAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. - AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT TO DO THE REQUIRED JOB. - ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT AND ORDERLY MANNER. - ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH THE ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINERS ARE NOT RESEALABLE. - SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. - WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED UP BEFORE DISPOSING OF THE CONTAINER. - MANUFACTURER'S RECOMMENDATIONS FOR PROPER DISPOSAL SHALL BE FOLLOWED. - THE SITE SUPERINTENDENT WILL ROUTINELY INSPECT THE SITE TO INSURE PROPER DISPOSAL OF ALL ON SITE MATERIALS. FERTILIZERS - FERTILIZERS SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNTS AS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, THE FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TO TRANSIENT SURFACE WATERS. PAINTS - ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH LOCAL REGULATIONS. CONCRETE TRUCKS - CONCRETE TRUCKS (ALL CONSTRUCTION EQUIPMENT) WILL ONLY BE ALLOWED TO WASH OUT IN DESIGNATED DISCHARGE AREAS. PRODUCT SPECIFIC PRACTICES - PETROLEUM PRODUCTS -ALL ON SITE VEHICLES AND EQUIPMENT WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. NO ENGINE DEGREASING WILL BE ALLOWED ON SITE. PETROLEUM PRODUCTS WILL BE STORED IN A TIGHTLY SEALED CONTAINER, WHICH IS CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 11.2 SPILL CONTROL PRACTICES - ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS. - THE SPILL AREA WILL BE KEPT WELL VENTILATED. - SPILLS OF TOXIC OR HAZARDOUS MATERIALS WILL BE REPORTED TO THE APPROPRIATE AGENCIES. - A LOG OF THE SPILL TYPE, LOCATION, DATE, AND TIME WILL BE CREATED BY THE JOB SUPERINTENDENT. STORM WATER POLLUTION PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING. 11.3 HAZARDOUS WASTES HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. SECONDARY CONTAINMENT & RESTRICTED ACCESS MUST BE PROVIDED AROUND FUELING AREAS (IF ANY) OR AS DIRECTED BY THE WATERSHED DISTRICT. CONTAINMENT DEVICES MAY INCLUDE POLY -LINED SOIL BERM, POLY -LINED STRAW BALES, OR APPROVED IMPERVIOUS BARRIER. CHASKA GATEWAY PARTNERS, LLC 3610 County Road 101 South Wayzata, MN 55391 12. HOUSEKEEPING BMPS' 1) VEHICLE AND EQUIPMENT MAINTENANCE AND REPAIR ACTIVITIES AT THE SITE WILL BE PERFORMED IN THE DESIGNATED CONTROL AREAS. THIS AREA TO BE FIELD LOCATED BY CONTRACTOR AND ENGINEER AND NOTED ON THE SWPPP. 2) SOLID MATERIALS, INCLUDING BUILDING MATERIALS, GARBAGE, AND DEBRIS WILL BE CLEANED UP DAILY AND PROPERLY DISPOSED OF TO PREVENT THE DISCHARGE OF THESE MATERIALS TO SURFACE WATERS OR TO STORM DRAINS. 3) WASTE RECEPTACLES WITH LIDS WILL BE PROVIDED AT CONVENIENT LOCATIONS THROUGHOUT THE SITE. THESE RECEPTACLES ARE, TO THE EXTENT PRACTICABLE, PLACED IN LOCATIONS THAT DO NOT RECEIVE SUBSTANTIAL AMOUNTS OF STORM WATER RUNOFF AND THAT DO NOT DRAIN DIRECTLY TO SURFACE WATER BODIES. THE LOCATIONS OF THESE RECEPTACLES TO BE DETERMINED IN THE FIELD. THE RECEPTACLES WILL BE EMPTIED AND THE WASTE REMOVED FROM THE SITE FOR APPROPRIATE DISPOSAL OR RECYCLING ON A REGULAR SCHEDULE TO PREVENT THEM FROM OVERFILLING. 4) LOCATIONS FOR EQUIPMENT WASH OUT AREAS WILL BE DESIGNATED IN THE FIELD. EQUIPMENT WASH WATER WILL BE CONTROLLED TO PREVENT UNAUTHORIZED DRY WEATHER DISCHARGES AND TO AVOID MIXING WITH STORM WATER. 5) CONSTRUCTION MATERIALS AND CHEMICALS USED OR STORED ON SITE ARE KEPT IN SMALL QUANTITIES WHENEVER POSSIBLE. WHEN NOT IN USE, THEY WILL BE STORED IN SEALED CONTAINERS AND UNDER COVER TO PREVENT DIRECT CONTACT WITH STORM WATER. APPROXIMATE LOCATIONS OF DESIGNATED MATERIAL AND CHEMICAL STORAGE AREAS ARE PROVIDED ON THE SWPPP MAP. ANY INADVERTENT SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY AND THE MATERIALS WILL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 6) VEHICLE FUELING WILL BE CONDUCTED IN A LOCATION AWAY FROM ACCESS TO SURFACE WATERS WHENEVER PRACTICABLE. ON SITE FUEL STORAGE TANKS OTHER THAN APPROVED PORTABLE FUEL CONTAINERS SUCH AS GASOLINE CANS, WILL HAVE A MEANS OF SECONDARY CONTAINMENT AND WILL BE LOCATED, WHENEVER PRACTICABLE, UNDERCOVER. ANY INADVERTENT SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY AND THE MATERIALS WILL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 7) RELEASES OF HAZARDOUS SUBSTANCES OR OIL IN EXCESS OF REPORTABLE QUANTITIES IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE WILL BE REPORTED AS REQUIRED BY THE APPLICABLE CGP, AND THE SWPPP WILL BE MODIFIED WITHIN 7 CALENDAR DAYS OF LEARNING OF THE RELEASE. SWPPP MODIFICATIONS WILL BE RECORDED IN SECTION R TO REFLECT THE RELEASE, INCLUDING A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADING TO THE RELEASE AND THE DATE OF THE RELEASE. THE SWPPP MODIFICATION WILL ALSO IDENTIFY RESPONSES TO BE EMPLOYED FOR SUCH RELEASES AND MEASURES TO PREVENT THE REOCCURRENCE OF SUCH RELEASES. 8) PORTABLE TOILETS ARE PROVIDED ON SITE. LOCATIONS TO BE DETERMINED IN FIELD. 9) STRIPS OF MATURE VEGETATION SHALL BE PRESERVED WHENEVER POSSIBLE. 10) CLEARING AND GRUBBING MATERIAL SHALL BE CHIPPED UP AND USED FOR EROSION CONTROL WHENEVER POSSIBLE. 11) WIMCO STYLE CATCH BASIN INSERTS SHALL BE USED IN ALL STORM SEWER CATCH BASINS. Date: 4.24.07 Sheet Title: Sheet: SWPPP C2 SMI Project Number: 61809-022 Project: LOT 2 ARBORETUM BUSINESS PARK SEVENTH ADDITION CHANHASSEN,MN o—T - to CITY OF CHANHASSEN September 2, 2009 7700 Market Boulevard PC Box 147 Chanhassen, AN 55317 S. Asim Gul Mamac Systems, Inc. Administration 8189 Century Boulevard Phone:952.227.1100 Chanhassen, MN 55317-8002 Fax: 952.227.1110 Building Inspections Re: Mamac Systems Phone: 952.227.1180 Release of Site Plan Agreement Escrow Fax:952.227.1190 Planning Case 07-10 Engh*ering Dear Mr. Gul: Phone:952.227.1160 Fax:952.227.1170 Enclosed please find a check in the amount of $2,000.00 as final release of the Finance development security for Lot 1, Block 1, Arboretum Business Park 71h Addition Phone:952,227,1140 (Maniac Systems). Fax: 952,227.1110 If you have any questions, feel free to contact me at 952-227-1131. Park 8 Recreation Phone:952.227.1120 Sincerely, Fax: 952.227.1110 Recneation Center 2310 Couller Boulevard! Phone:952.227.1400 Robert Generous, AICP Fax:952.227,1404 Senior Planner Planning & Enclosure Natural Resources Phone: 952.227.1130 Fac952227.1110 ec: Jill Sinclair, Environmental Resource Specialist Alyson Fauske, Assistant City Engineer Pubic Works 1591 Park Road Phone: 952.227.130I) Ianx2007 1annln c m\07-10 arboretum business ark 7th addition-mamac BxP P 8 P systemstescrow release ktter.doc Fax:952,227.1310 Senior Center Plane: 952.227.1125 Fax: 952.227.1110 Web Site wwaci.chanhassenna.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED CITY OF CHANHASSEN 7706 MARKET BLVD., P.O. BOX 147 CHANHASSEN, MN 55317 (952) 227-1140 Pay TWO THOUSAND AND XX / 100 To the order of MAMAC Systems Inc 8189 Century Blvd. Chanhassen, MN 55317-8002 M&I MARSHALL & ILSLEY BANK 14274017- n s 910 Date Amount 9/3/2009 $2,000.00 III L4274011• i:091001IS?': 001,LP3-4?07Sill Check Date: 9/3/2009 Vendor No: MAMAC Check Amount: $2,000.00 Vendor Name: MAMAC Systems Inc Vendor Acct No: Invoice Number Date Description GL Account Amount 090209 9/2/2009 Site Plan Agreement07-10 815-8221-2024 2,000.00 Status Report 8/17/09 PLAKOR2 M3031M 00 Au uet 2000 September T F S S M T W T F S S 1,1 T W T F 1 1 2 3 4 5 1 2 -6 7� 8 -6 7 8 9 10 11 12 3 4 5 6 7 6 9.13 14 16 13 14 15 16 17 18 19 10.11 12 13 14 15 1620 2122 20 21 22 23 24 25 26 t7 18 19 20 21 222327 26 29 27 28 29 30 31 - 24 25 26 27 28 29 315.. ..... :.,,e Securities (start Due 3 P Category Description .1 9/17/09 8/17109 0 F>..rc11` J Cash Escrow Maniac Systems Site Plan Agreement 07-10 Lot 1, Block 1, Arboretum Business Park 7th Addition $10,000 for boulevard restoration, erosion control, landscaping and street repair Received $10,000 Check No. 8267 from S. Asim Gul on 8-I4-07 - Receipt No. 49661 Landscaping installation deadline is 6130/08 Notify Bob Generous 7/l/08 -Bob, status? Kim 7/15/08 - Bob, status? Kim Per Bob, check status 8-15-08. Kim 8/27/08 - Bob, status? Kim 8/28/08 - Per Bob, reduce security by $8,000 to leave a balance of $2,000. Check request submitted to Finance Dept. on 9/4/08. Kim 9/12108 - fetter and $8,000 check mailed to developer leaving a remaining balance of $2,000. Check status 6/30/09. Kim 7/2/09 - Notified Bob & Jill. Kim 7!//09 - Per Jill landscaping, boulevard restoration and erosion control is complete. Waiting for street repair inspection. Check status 8/17/09. Kim 8/17/09 - Notified Bob &Jill. 9/2109 - Per Jill Sinclair, landscaping, boulevard restoration and erosion control is complete. Per Alyson Fauske, street restoration is complete. Escrow balance of $2,000 can be released. Requested check from Finance Dept. Kim Ozam roes n..r4m»+c�P' azmr 1021 su a-sam c=Po Pp' CITY OF CAANAASSEN September 12, 2008 7700 Market Boulevard PO Box 147 Chanhassen. MN 55317 S. Asim Gul Maniac Systems, Inc. Administration 8189 Century Boulevard Phone:952.227.1100 Chanhassen, MN 55317-8002 Fax: 952.227.1110 Building Inspections Re: Mamac Systems Phone:952227.1180 Partial Release of Site Plan Agreement Escrow Fax:952.227.1190 Planning Case 07-10 En*W4 Phor1e:952.227.1160 Fax:952.227.1170 Finance Phone:952.227.1140 Fax: 952.227.1110 Park R Remotion Phone:952.227.1120 Fax: 952227.1110 Remadon Cenb 2310 Caster Bated Phone: 952.227.1400 Fax:952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phase: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.d.chanhassennn.us Dear Mr. Gul: Enclosed please find a check in the amount of $8,000.00 as partial release of the development security for Lot 1, Block 1, Arboretum Business Park 7a' Addition (Mamac Systems). The City will retain $2,000.00 (20%), until June 30, 2009, as landscape maintenance security as required by general condition 6 of the site plan agreement. If you have any questions, feel free to contact me at 952-227-1131. Since Robert Generous, AICP Senior Planner Enclosure ec: Jill Sinclair, Environmental Resource Specialist g:\plan\2007 planning cases\07-10 arboretum business park 7th addition -maniac systems\escrow return letter.doc Chanhassen is a Community for Life - ProvidirgforTodayandPlanningforTomorrow SCANNED Vendor: MAMAC Systems Inc Check Date: 09/11/2008 Vendor No: mamac Vendor Aect No: Check Amount: $8,000.00 Invoice Number Date Description Invoice Amount 090408 09/04/2008 Security escrow:Site plan agreement 7-10 8,000.00 • AMERICANA l� C CITY OF CHANHASSEN COMMUNITY BANK 7700 MARKET BLVD., P.O. BOX 147 CHANHASSEN, MN 55317 75-196-919 CHANHASSEN, MN 55317 (952) 227-1140 Pay: ***Eight thousand dollars and Zero cents To the order of: MAMAC Systems Inc 8189 Century Blvd. Chanhassen, MN 55317-8002 II' 1378 2511' 1:09190 L9691: 60 949 5110 Date 09/11/2008 Amount $8,000.00 'ITi OF CHANHASSEN O $OX 147 'HANHASSEN MN 55317 �8/14/2007 3:32 PM receipt No. 0049661 'LERK: betty 'AYEE: S Asim Gul rite plan agreement 07-10 S�brwC 4VA +� �'✓�anc� q4-- On It /44AS ------------------------------------------------------ :ecurity Escrow 10,000.00 'otal 'ash 'heck 8267 'hange 10,000.00 0.00 10,000.00 0.00 �= Bob 6xr2rduS �hec� 4c) rv� lerx r, SCANNED Meuwissen, Kim From: Generous, Bob Sent: Thursday, August 28, 2008 9:59 AM To: Meuwissen, Kim Subject: RE: Mamac Escrow status? 171011 Reduce security $8,000. Keep $2,000 for maintenance security. Check status on 7/31/09. , From: Meuwissen, Kim Sent: Thursday, August 28, 2008 9:15 AM To: Generous, Bob Subject: FW: Mamac Escrow status? S�• What would you like to reduce this to? Kim From: Sinclair, Jill Sent: Wednesday, August 27, 2008 10:40 AM To: Generous, Bob; Meuwissen, Kim Subject: RE: Mamac Escrow status? Yes. Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Generous, Bob Sent: Wednesday, August 27, 2008 10:06 AM To: Sinclair, Jill Subject: FW: Mamac Escrow status? Jill can we reduce the amount? From: Meuwissen, Kim Sent: Wednesday, August 27, 2008 9:42 AM To: Generous, Bob Subject: Mamac Escrow status? Cash Escrow Mamac Systems SCANNED Site Plan Agreement 07-10 Lot 1, Block 1, Arboretum Business Park 7th Addition $10,000 for boulevard restoration, erosion control, landscaping and street repair Received $10,000 Check No. 8267 from S. Asim Gul on 8-14-07 - Receipt No. 49661 Landscaping installation deadline is 6/30/08 Notify Bob Generous 7/1/08 - Bob, status? Kim 7/15/08 - Bob, status? Kim Per Bob, check status 8-15-08. Kim 8/27/08 - Bob, status? Kim z CITY, OF' CHANHASSEN P O BOX 147 CHANHASSEN MN 553 08/14/2007 3:32 Receipt No. 0049661 CLERK: betty PAYEE: Site ------------------------------------------------------- Security Escrow 10,000 Total Cash Check Change 10,000 0 10,000 SCA14NLO Non -Scannable Item Item Folder Number - 1 N6aMm8isiiw MMMdtimWsSy�Yim �� ■ ► $lB'pWSfIFN�BM.ad W[9 B2q SYea Folder Name Job Number ) �y -�'7 Box Number �� 1310NIY�tr� Lon •%I oll NN Sw-4LLIP .74~ m o]x a to w a w' m Mm afgeWMab°, KIZoai,dawo, xa✓o�uaw, f �7 Minnesota Department of Labor and Industry 443 Lafayette Road North St. Paul, MN 55155-4342 Phone: (651) 284-5064 TTY/MRS: (651) 297-4198 www.electricity.state.mn.us Contractor/Registered Emplover Request for Electrical Inspection Date Rough -In Inspection Required? ❑ Yes Single Inspection Other Than Rough -In: LJ Ready Now 09/24/07 ConbactorlErnto er Must Schedule All Rough -in Ins coons Contractor/Em Io er Must Schedule All Final Inspections ✓❑ Will Schedule Address of Inspection —Street City/Township County 8189 CENTURY BLVD CHANHASSEN CARVER Owner Name Project Description CITY OF CHANHASSEN MAMAC - RELOCATE CITY POLE LIGHT Owner Telephone Number(s) — Include Area Code(s) Contractor/Registered Employer Name Contractor/Registered Employer Mailing Address PRAIRIE ELECTRIC 6595 EDENVALE BLVD #120 EDEN PRAIRIE MN 55346 Contractor/Employer Telephone Number Contractor/Employer E-mail Address Electrical Utility (952) 949-0074 Contractor/Employer Authorized Signature Contractor License Number Job/Project Contact Person CA01452 MARC: 952-746-0160 Fee Calculation Service/Power Supply 0 —400 ampere @ $35 Technology System Devices ( ) @ 750 Each Service/Power Supply 401 — 800 ampere @ $60 Separate Bonding Inspections for Swimming Pools and E ui otential Planes 0 $35 Each Service/Power Supply Above 800 ampere @ $100 Center Pivot Irrigation Booms ( ) @ $35 Each Plus Electrical Drive Units @ $5 Each New/Extended Feeders/Circuits Up To 200 A( 1) @ $6 Each $6 Luminaire Retrofit Modifications ( ) @ 250 Each Feedem/Circuits Above 200 A ( ) @ $15 Each Concrete -Encased Electrode Inspection ( ) @ $35 Each Reconnected Feeders/Circuits @ $2 Each ( ) Investigative Fee $70 Or The Total Inspection Fee, Whichever Is Greater Up To $1,000 Manufactured Home Park Lot Supply ( ) @ $35 Each Special Inspection Fee ( ) Hours @ $80 Per Hour Plus I Miles in The IRS Mileage Rate of Recreational Vehicle Site Supply Equipment Other Circuits 069inating in the Equipment $6 Each Street. Parking Lot, Lighting Standard ( ) @ $5 Each Over 600 Volts —tied me mmanee ser,adsfpo«er supply and feedenrircua lea to result in double are regpWr fee (does rat apply to elactnc sign and oW ine lighting) Transformers Up to 10 kva ( ) @ $15 Each ( ) New Multi -Family Dwellings @ $70 Each With Up To 20 Feeders/Circuits Transformers Over 10 kva ( ) @ $30 Each ( ) Additional Circuits Above The 20 Allowed Per Unit Each Electric Signs and Outline Lighting Total (the fee calculated above or $35 multiplied Transformers/Power Su lies @ $5 Each by the number of required inspection trips, whichever is greater) $35.0( Requests for Electrical Inspection (REI) with a fee of $250 or less expire 12 months from the filing date. The contractor/employer must have the work completed within the 12 month period or submit another REI that includes the inspection fee for the uncompleted work. Inspection fees do not carry over from one REI to another. Ny . l uiy mar i mspevieu mar ereancal installation nerem on me dates Rough — In Inspection(s) Date Date This material can be made available In different forms, such as large print, Braille or on a tape. To request, call 1-800342-5354 (DIAL-DLI) Voice or TDD (651) 297-4198. REI 03 (6/07) 3031000 Securities Start Due 5 P Cat De tion _ 6/30/08 6/30/08 F Escrows M Cash Escrow Mamac Systems Site Plan Agreement 07-10 Lot 1, Block I, Arboretum Business Park 7th Addition $10,000 for boulevard restoration, erosion control, landscaping and street repair Received $10,000 Check No. 8267 from S. Asim Gut on 8-14-07 - Receipt No. 49661 Landscaping installation deadline is 6/30108 Bob Generous 0 mor Lone Obpl Cn9. s'l'Uara m Satre Wky P�pe1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA CONDITIONAL USE PERMIT #2007-10 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following uses: For development within the Bluff Creek Corridor, in conformance with the grading plan for Lot 1, Block 1, Arboretum Business Park 7tb Addition, prepared by Clark Engineering Corporation dated 04/13/07 and the grading plan for Lot 2, Block 1, Arboretum Business Park 7`s Addition, prepared by Schoell & Madson, Inc., dated April 16, 2007; and Development of each lot must proceed through a separate site plan review process. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Lots I and 2, Block 2, Arboretum Business Park 7`s Addition. 3. Conditions. The permit is issued for Chaska Gateway Partners — Planning Case #07- 10, with the following conditions: a. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20- foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. b. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary." 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. SCANNED 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: May 29, 2007 CITY OF (SEAL) STATE OF bIINNESOTA ) (ss COUNTY OF CARVER ) BY: I 1tivr...e /1Wk Tom Furlong, Mayor AND: 4 z � ToO6 Gerhardt, City Manager The foregoing instrument was acknowledged before me this L"aay of l �Y1- , 2007, by Thomas A. Furlong, 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. I % 1/V-1 DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 j NOTARY PUBAE_./ ��'� KIM T. MEUWISSEN Notary Public -Minnesota • My commission Expires Jan 31, 2010 2 G7—(U CITY OF CHANHASSEN SITE PLAN PERMIT # 07-10 SPECIAL PROVISIONS AGREEMENT dated May 29, 2007, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and MAMAC Properties, LLC, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 51,800 square -foot building to be built in two phases (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park 7D' Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 51,800 square -foot office/warehouse building with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast comer of the site for development within the Bluff Creek Corridor on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A --Site Plan prepared by Clark Engineering Corporation dated 04/13/07. Plan B— Grading Plan prepared by Clark Engineering Corporation dated 04/13/07. Plan C--Landscaping Plan prepared by Mohagen Hansen Architectural Group dated 04/13/07. Plan D--Utility Plans prepared by Clark Engineering Corporation dated 04/13/07. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2008. The Developer may, however, request an extension of time from the City. 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. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall finnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for SCANNED $10,000.00 (boulevard restoration, erosion control, landscaping and street repair). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. 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 certified mail at the following address: MAMAC Properties, LLC Attn: S. Asim Gul 7400 Flying Cloud Drive Minneapolis, MN 55344-3720 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. 7. Other Special Conditions. City Council approves the site plan for a 51,800 square foot, on -story office/warehouse building to be constructed in two phases subject to the following conditions: a. The Developer shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The future building expansion shall continue the same architectural detailing and window treatment as the initial 35,000 square -foot building. c. The Developer shall extend a sidewalk from the building to the trail on Century Boulevard and include pedestrian pimps at all curbs. The monument sign shall be relocated to the north side of the driveway access; and a sidewalk installed on the south side of the driveway access. d. The Developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. e. The Developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources Management Plan. f. The parking lot drive aisles on the eastern and southeastern side of the building shall be reduced to 26 feet. g. The building is required to have an automatic fire extinguishing system. h. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. i. Four (4) accessible parking spaces must be provided. j. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. k. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance requirements. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The remaining area shall be seeded with a native seed mix approved by the City. If necessary, erosion control materials will be required on the seeded areas. m. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. n. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. o. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. p. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. q. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type I mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tyne of SloW Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time and area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 1/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and S WPPP shall be revised to include standard details for all inlet protection devices. s. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. t. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. u. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. v. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP. w. The private storm sewer should be realigned so that it will not lie within the footprint for the future expansion. x. The site developer for Lot 1 must remove the curb and gutter at the approved access locations and construct a concrete apron per City Detail Plate 5207. y. The site developer must replace the catch basin casting at the northern access with a surmountable casting. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN Tho>�_.s,AJFurlo g, Mayor AND: Tdftd Gerhardt, City Manager MAMAC Properties, LLC B� W S. Asim Gul Its President "lz: --� STATE OF MINNESOTA ) (SS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this/9 day ofJy�� , 2007, by Thomas A. Furlong, 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 authori granted by its City Council. JOHN A. WILSON COMM. #31017305 STATE OF MINNESOTA ' Notary PuC�ic .� State of Minnesota SS 4ii§ , M Commission Ex res 1131J2012 COUNTY OF ) The foregoing instrument was acknowledged before me this /I day of 2000' on behalf of MAMAC Properties, LLC by S. Asim Gul, an officer of the co a NO Y IC DRAFrED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 IONN A. WILSON COMM. #31017305 Notary PWlic ,•,` State of Minnesota '`�5�' Commission Expires 1J31I2012 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct 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, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. 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 site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion 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 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. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion 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 there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. 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. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 0 7. Responsibility for Costs. A. 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 site plan 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. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. 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. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of Us Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. 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. Recording. This Permit shall run with the land and may be recorded against the title to the property I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express 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 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- J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. 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 site plan 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. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan 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; 5. Metropolitan Government, its agencies, departments and commissions. M. 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 too enter into this Development Contract. N. 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. O. 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. MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT Bremer Bank N.A. > which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this Z�_ day of _ _ 'T . 2� STATE OF MINNESOTA ) COUNTY OF ) The foregoing 20_0 by /%cck � DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 O (ss. was acknowledged before me this day of , '& A�-Iul NOTARY PUBLIC SELENE LKHALLNOTARY WBLISOTAMy Commission En31.2010 CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 6/11/07 2007-10 ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 5/29/07 2007- 34 Resolution No. 2007-34 (Arboretum Business Park 7 Addition Final Plat Approval) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Foryouruse ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Joe Smith, Chaska Gateway Partners, LLP copies for approval copies for distribution corrected prints SIGNED: im h4edwissen, 952) 227-1107 SCANNED It enclosures are not as noted, kindly notify us at once. CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2007-34, entitled "Arboretum Business Park Seventh Addition: Approving Final Plat — adopted by the Chanhassen City Council on May 29, 2007, with the original copies now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this I lth day of June, 2007. 6��CzLte� —� Kardn J. En lh dt, Deputy Clerk CITY OF CHAN13ASSEN CARVER AND HENNEPIN COUNTIES, MINNEESOTA DATE: May 29, 2007 RESOLUTION NO: 2007-34 MOTION BY: Peterson SECONDED BY: Ernst A RESOLUTION APPROVING A FINAL PLAT CREATING ARBORETUM BUSINESS PARK SEVENTH ADDITION, CHASKA GATEWAY PARTNERS, LLP WHEREAS, Chaska Gateway Partners, LLP, have requested a subdivision of their property into two lots of 4.96 and 5.23 acres and an outlot of 2.03 acres; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code and the Arboretum Business Park Development Design Standards; and WHEREAS, the Chanhassen Planning Commission held a public hearing on May 15, 2007, and found the plan consistent with the Chanhassen Comprehensive Plan and Zoning ordinance and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the final plat for Arboretum Business Park 7d' Addition (Planning Case #07-10) for the Chaska Gateway Partners, LLP, property legally described as Outlot C, Arboretum Business Park, creating Lots 1 and 2, Block 1, and Outlot A, Arboretum Business Park 7d' Addition, as shown on the plans prepared Schoell Madsen, dated April 16, 2007, and as amended by the City, subject to the following conditions: 1. Submit 1:200 scale plan of proposed lots (required for addressing purposes). 2. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 4. The developer shall be responsible for planning, engineering, and constructing the "wetland trail." Connection points for this new trail shall be the terminus of the Trotters Ridge trail, the intersection of Century Boulevard and West 82°d Street, and the intersection of Century Boulevard and Water Tower Place. Bid documents, including plans and specifications, shall be approved by the Park & Recreation Director and City Engineer prior to soliciting bids. Project bidding shall occur in a competitive environment with a minimum of three bids being received. The results of the bidding process shall be reviewed with the Park & Recreation Director and City Engineer prior to award. Cash payment for trail construction shall be made from the City of Chanhassen to Steiner Development upon completion, inspection, and acceptance of the trail. 5. Trail easements within Lots I and 2 and Outlot A, Arboretum Business Park 7t° Addition (formerly Outlot C, Arboretum Business Park) shall be dedicated to the City to accommodate the "wetland trail". 6. The developer shall pay trail fees in the amount of $10,190.00 prior to the recording of the final plat. 7. The developer must prepare plans depicting an agreed -upon trail alignment and details for a required bridge crossing and typical construction cross section for a 10-foot wide trail prior to recording the final plat. 8. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all Ag/Urban wetlands. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. The wetland buffer setback shall be shown on the plans. 9. All structures shall be set back at least 40 feet from the Bluff Creek primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20-foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. 10. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. 11. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. 12. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of S19Me Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a 2 curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 13. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of 3/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. 14. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. 15. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. 16. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. 17. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. Provisions for street cleaning shall be included in the SWPPP. 18. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing and proposed storm water infrastructure. 19. The total SWMP fee, due payable to the City at the time of final plat recording, is $102,838. 20. The developer may dedicate Outlot A, Arboretum Business Park 7t° Addition to the City. 21. The developer's engineer must submit hydrology calculations that verify that the site design is consistent with the preliminary plat assumptions, and that the pond meets NPDES requirements for this site. 22. When a site plan for Lot 2 is submitted for approval, the applicant must submit calculations verifying that the proposed design meets the pond design assumptions and meets other agency requirements (e.g. NPDES Phase 2 permit). 23. Upon approval of the site plan for Lot 2, the applicant must post an escrow for the street repair required for the utility service extension. Passed and adopted by the Chanhassen City Council this 29'h day of May, 2007. ATTEST: /� Aja Todd Gevfiardt, City Clerk/Manager YES NO Furlong Ernst Litsey Peterson Thomas A. Furlong, Mayor ABSENT Tjornhom 4 PROPERTIES LLC 8189 CENTURY BOULEVARD CHANHASSEN, MN CONTACTS OWNER ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER MAMAC PROPERTIES, LLC WCL ASSOCIATES, INC. CLARK ENGINEERING CORP. CLARK ENGINEERING CORP. 7400 FLYING CLOUD DRIVE EDEN PRAIRIE, MN 55344 PHONE: 952-835-1626 FAX: 952-829-5331 CONTACT: ASIM GUL EMAIL: osim@mamacsys.com GENERAL CONTRACTOR THE BAINEY GROUP 14700 28TH AVENUE NORTH PLYMOUTH, MN PHONE: 763-557-6911 FAX: 763-557-7204 CONTACT: CHUCK BAINEY E-MAIL: chuckb@boiney.com CODE CODE ANALYSIS ZONING MUNICIPALITY CHANHASSEN, MN BUILDING ADDRESS 8189 CENTURY BLVD. OCCUPANCY CLASSIFICATION (309) OFFICE/ MANUFACTURING (B/F1) PARCEL AREA 215,986 S.F. 4.96 ACRES BUILDING AREA OFFICE MANUFACTURING TOTAL FUTURE ADDITION TOTAL % OF BUILDING COVERAGE PARKING AREA INCLUDING ISLANDS LANDSCAPE ISLANDS SIDEWALK/ LANDSCAPE AREA BUILDING AREA INCLUDING ADDITION PARKING REQUIRED PARKING, PROVIDED PROOF OF PARKING TOTAL CODES STATE BUILDING CODE BUILDING CODE MECHANICAL CODE PLUMBING CODE ELECTRICAL CODE FIRE PREVENTION CODE ENERGY CODE ACCESSIBILITY CODE/LAWS 6,372 S.F 28,245 S.F 34,617 S.F. 15,025±S.F. 49,642±S.F. 23% 60,108 S.F. 4,906 S.F. 8.16% 15,833 S.F. 49,621 S.F. 6,372 OFFICE/ 200=32 MANUFACTURING EMPLOYEES=50 TOTAL=82 73 INCL. 4 ACCESSIBLE 23 96 2006 MSBC 2006 IBC 2000 IMC 2003 MPC 4715 2002 NEC 2006 IFC 2000 MSBC 2006 IBC ANSI Al17.1-2003 4931 WEST 35TH STREET, SUITE 200 ST. LOUIS PARK, MINNESOTA 55416 PHONE: 952-541-9969 FAX: 952-541-9554 CONTACT: PAUL D. ANDERSON, AIA E-MAIL: paul.a®wcla.com 621 LILAC DRIVE NORTH MINNEAPOLIS, MN 55422-4609 PHONE: 763-545-9196 FAX: 763-525-1666 CONTACT: RYAN BLUHM E-MAIL: rbluhm©clark-eng.com BUILDING DATA CONSTRUCTION CLASSIFICATION TYPE II B, FULLY SPRINKLED (TABLE 601) BUILDING HEIGHT ALLOWABLE (TABLE 503) 4 STORIES BUILDING HEIGHT/ TOP OF WALL 1 STORY, 25'-4" BUILDING ALLOWABLE AREA UNLIMITED AREA (507.2) (SINGLE STORY MINIMUM 60' OPEN SPACE ON ALL SIDES) TOTAL BUILDING SF 34,617 SF 1 OCCUPANCY - EGRESS. IBC TABLE 1004.1.2 OFFICE 6,372 SF/ 100 = 64 OCC. X .15 = 9.6" MANUFACTURING028,031 SF/ 300 = 93 OCC. X .15 = 13.95" MECHANICAL R22922R2 214 SF/ 300 = 1 OCC. X .15 = 15" TOTAL OCCUPANTS EXITS REQUIRED (2) (TABLE 1018.1) EXITS PROVIDED 5) MIN. DOORWAY WIDTH (1008.1.1) MAX. TRAVEL DISTANCE (TABLE 1015.1) SPRINKLERED MAX. OVERALL DIAGONAL DISTANCE BETWEEN EXITS 2 AND 4 (GREATER THAN Y3 THE DIAGONAL) EXIT ACCESS SEPARATION (1014.2.2) INTERNATIONAL BUILDING CODE - IBC IBC- 2006 NUMBER WIDTH IN/ OCC CAP. OF 2CC. 1 66" 1 .15 440 1 2 33" .15 220 3 33" .15 220 4 331 .15 220 5 33" .15 220 TOTAL PROVIDED 198 1300 TOTAL REQUIRED 23.7 158 1 18 C = 37 1 KEY PLAN 23.55" /12 = 2' 198" = 16'-5" 33" CLEAR 250 FT, 258 FT. = 232 FT. NOT LESS THAN 1/3 OF OVERALL AREA EXIT #3 33" 258 FT A EXIT #5 / 33' 28.03.X S.F. 32 EXIT #4 33" 621 LILAC DRIVE NORTH MINNEAPOLIS, MN 55422-4609 PHONE: 763-545-9196 FAX: 763-525-1666 CONTACT: CORY CASPERSON E-MAIL: ccasperson®clark-eng.com PLUMBING FlXTURES REQUIRED, CHAPTER 29 TABLE 2902.1 EGRESS OCCUPANCY, TOTAL 157 OCC PERCENTAGE (%) MALE/FEMALE 50% / 50% 79 MEN RESTROOM, MALE WATER CLOSET(1 PER 500), / URINAL(S), / LAVATORY(1 PER 750) REQUIRED 1 WC Z 0 UR / 1 LAV. PROVIDED 2 WC / 3 UR / 3 LAV. RESTROOM, FEMALE 79 WOMEN WATER CLOSET(1 PER 500) / LAVATORY(1 PER 750) REQUIRED 1 WC / 1 LAV. PROVIDED 3 WC / 2 LAV. DRINKING FOUNTAINS OCC REQUIRED (1 PER 1000) 1 DF PROVIDED 2 DE SERVICE SINKS REQUIRED 1 SS PROVIDED 1 SS CONSTRUCTION TYPE: II-B (TABLE 601, 602) FIRE RESISTANCE RATING REQUIREMENTS: REQUIRED PROVIDED *BUILDING IS TOTALLY SPRINKLERED EXTERIOR BEARING WALLS ............ _ .. , . _0- EXTERIOR NON -BEARING WALLS, SEPARAT.ION..>..30.........0............0. INTERIOR BEARING WALLS....................0............0. INTERIOR NON -BEARING PARTITIONS, SEPARATION..>..3D...0............0. RECEIVING AREA, SPRINKLERED(302.3.2)..................... ............ 0. NON SEPARATED USE STRUCTURAL FRAME 0,._........,0. FLOORS 0............ 6. ROOFS 0. 0_...........P STAIRWAYS .................. NR ....... N SHAFT ENCLOSURES NR. -... .... NP EXTERIOR DOORS & WINDOWS, SEPARATION > 30 0 0 RECYCLE SPACE MSBC 1303.1500 REQUIRED OFFICE 6,372 X .0025 = 15.93 SF STOCK/ MECH. 28,224 X .0025 = 70.56 SF TOTAL 86.49 SF PROVIDED DRAWING SCHEDULE ■ CURRENT ISSUE 0 PREVIOUS ISSUE ❑ ISSUED FOR REFERENCE ONLY ❑ NOT ISSUED �r, _ 0 0 oz o NO N� NN >�> � c6W hW oaf O a- m ■ COVER SHEET CIVIL ❑ ■ C1 GRADING, DRAINAGE AND EROSION CONTROL PLAN ❑ ■ C2 UTILITY PLAN ❑ ■ C3 CIVIL DETAIL SHEET ❑ ■ CIVIL SPECIFICATIONS SHEET ❑ ■ C5 STORMWATER POLLUTION PREVENTION PLAN 1 ARCHITECTURAL ■ ■ AS1 SITE PLAN ❑ ■ AS2 SITE DETAILS ❑ ■ LS1 LANDSCAPE PLAN ❑ ■ SL1 SITE LIGHTING PLAN ■ ■ Al FLOOR PLAN ■ ■ A2 ROOF PLAN ■ ■ A C 1 Q ❑ ■ A3.1 NOT USED LEVATIONS ■ ■ A5 WALL SECTIONS ■ ■ A5.1 WALL SECTIONS ■ ■ A5.2 WALL SECTIONS ■ ■ A6 DETAILS ■ ■ A6.1 DETAILS ❑ ■ A7 SPECIFICATIONS ❑ ■ A7.1 SPECIFICATIONS STRUCTURAL ❑ ■ S1 ❑ ■ S2 ❑ ■ S3 ❑ ■ S4 ❑ ■ S5 GENERAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN SECTIONS SECTIONS LOCATION MAP w ; a, st °uwe.asna -lull se�:c,ur taej NORTH karesum e�+a p iwYerrngp;k � p- ? "Ak*)NMRF Lry h 4rtrx3wn �:� .. ;s ^za Gam, awa 9 � d _ry�Cs amxni"YMYp :.°11 �.� Y:try Haag l9 CERTIFICATION ISSUE PERMIT REVISION 1 CITY R CENEDSSEN AUG 16 2007 CHANHASSEN PLANNING DEPT I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 0a] Eel ►/-A It1li2 111 NAME: DAVID CLARK REGISTRATION: 14,883 SHEETS COVERED BY THIS SEAL: COVER, AS1, AS2, LS1, A1, A2, A3, A3.1, A4, A5, A5.1 , A5.2, A6, A6.1 , A7, A7.1 07.12.2007 08.15.2007 MECHANICAL- EXIT #2 EXIT #1 214 S.F. 33" 66' Q N89*45'54"W 141.14 —�N79`_9 „w 19230 GENERAL SITE NOTES 1. PARKING SURFACE: ALL PARKING AND DRIVE SURFACES TO BE PAVED WITH EITHER BITUMINOUS OR CONCRETE. SLOPE TO A MIN. 1.5% TO 3% MAX. ALL GRADES TO SLOPE AWAY FROM BUILDING. DIRECT ALL WATER TO STORM SEWER SYSTEM, SEE CIVIL. 2. HANDICAPPED PARKING: PER ADA- 4 STALLS REQUIRED FOR PARKING LOTS WITH 76 TO 100 STALLS. 4 STALLS ARE PROVIDED. 3. AS ALLOWED PER CITY/ STATE CODES AND ORDINATES, MINIMUM SITE LIGHTING CRITERIA IS BASED UPON AN AVERAGE OF 4.5 F.C. AND A MIN. OF 4.5 F.C. AT ENTRANCE TO THE PARKING LOT AND THE ENTRANCE TO THE BUILDING. METAL HALIDE PARKING LOT LIGHTING TO PROVIDE 4.5 FOOT O CANDLES AVERAGED OVER ENTIRE LOT WITH A MAX. TO MIN. UNIFORMITY RATIO O OF 22.5. ALL BASES FOR LIGHT POSTS SHALL BE 2 FOOT DIAMETER CONCRETE O COLUMNS, 3 F I FOR POLE PROTECTION. LIGHT POLES AND FIXTURES � TO BE BLACK�� 4. SLOPE BUILDING ROOF TO DRAIN TO RWL AND OVERFLOW SCUPPERS AT SIDES OF BUILDING, CONNECT TO STORM SEWER. SEE CIVIL. S 1 5. BUILDING IS TO BE SET PARALLEL TO THE WEST PROPERTY LINE. Ln 6. SEE CIVIL DOCUMENTS FOR ACTUAL BUILDING LOCATIONS, GRADING, UTILITIES, �t ETC. O 0 7. ALL ON SITE CURBS TO BE CONCRETE, MNDOT B612 U.N.O. SEE CIVIL. 8. ALL CURB RADIUS' TO BE 5'-0" UNLESS NOTED OTHERWISE. 9. PARKING AREA IS TO BE PERPENDICULAR TO THE BUILDING. 10. ALL SIGNAGE REQUIRES A SEPARATE PERMIT. 11. ALL PARKING STALLS TO BE 9'-0" WIDE X 18'-0" LONG U.N.O. 12. ALL PAINT STRIPPING TO BE WHITE 4" WIDE TYP, U.N.O. 13. ALL DIMENSIONS SHOWN TO FACE OF CONCRETE CURB OR CMU WALL. 14. PROVIDE 20 AMP ELECTRICAL CIRCUIT TO THE MONUMENT SIGN. 15. SITE LIGHTING TO BE ON A PHOTO CELL (ON) AND TIME CLOCK (OFF) SITE KEYNOTES ( REMOVE EXISTING CONC. CURB, GUTTER AND BIT. PAVING AS REQ'D FOR NEW WORK. OB INSTALL NEW CONCRETE APRON/ GUTTER PER CITY OF CHANHASSEN DESIGN STANDARDS. SEE CIVIL DOCUMENTS. OCONC. CURB/CONC. CURB AND GUTTER, SEE CIVIL DOCUMENTS. Op ACCESSIBLE CURB CUT. SLOPE 1:12 PER ADA. SEE 8/AS1. OE ACCESSIBLE CURB CUT. SLOPE 1:12 PER ADA. SEE 9/AS1. OF ACCESSIBLE CURB CUT. SLOPE 1:12 PER ADA. SEE 10/AS1. G BITUMINOUS PAVING, PROVIDE 'DRIVEWAY' SECTION AT SITE ENTRANCE ROADWAY, ALLEY AND DRIVE AISLES. ALL OTHER AREA'S TO RECEIVE THE 'CAR PARKING' SECTION. SEE 1/AS2. OBITUMINOUS PAVING SECTION AT PARKING STALLS. SEE 1/AS2. OI 6" CONCRETE SLAB WITH #4 REBAR AT 16" O.C. EACH WAY AT TRUCK DOCK. OTRASH ENCLOSURE WITH 5" CONCRETE SLAB WITH #4 REBAR AT 16" O.C. EACH WAY AT TRASH DUMPSTER PADS. SEE 6/A6.1. O4" CONC. SIDEWALK, WIDTH AS NOTED. INSTALL CONTROL JOINTS AT 5'-0" MAX. O.C. AND EXPANSION JOINTS AT 30'-0" MAX. O.C. SEE 2/AS2. O5'-0" CONCRETE STOOP AT EXIT DOORS, SEE STRUCTURAL. SLOPE 1/8" PER 12" AWAY FROM BUILDING. OTRANSFORMER PAD. VERIFY PER UTILITY DRAWINGS. NOT TO BE LOCATED CLOSER THAN 5'-0" FROM ANY EXTERIOR WALL. OSTEEL PIPE BOLLARD, SEE 6/AS2. Op NOT USED. Op FIRE DEPARTMENT CONNECTION (FDC), SEE MECHANICAL OQ 4" DIAGONAL WHITE PAINT STRIPES AT 24" O.C. WITH BORDER AS SHOWN. OR PAINTED ACCESSIBLE HANDICAP SYMBOL, SEE 3/AS2. OACCESSIBLE PARKING SIGN AS NOTED 'A', 'B', OR 'C' SEE 4/AS2. ONOT USED. OLANDSCAPE AREA, SEE LANDSCAPE PLAN. OPROOF OF PARKING FOR FUTURE EXPANSION. O-0 750W METAL HALIDE ON 30' LIGHT POLE. OX -0250W METAL HALIDE, WALL MOUNTED. SEE SHEET A4 FOR MOUNTING LOCATIONS. OY DECORATIVE WALL LIGHT. SEE A-5 FOR MOUNTING LOCATIONS. OMONUMENT SIGN OEXISTING BITUMINOUS WALKWAY TO REMAIN. (Bg FIRE HYDRANT. CC)RETAINING WALL, SEE CIVIL. HOLD 5' MIN. FROM PROPERTY LINE. DD)STEPS IN SIDEWALK. EE LANDSCAPE LIGHT BOLLARD. 8 SUCH TOTAL AT 30'-0" O.C., FF DECORATIVE WALL LIGHT/ SCONCE. 4 SUCH TOTAL. GG FLAGSTONE PICNIC AREA. CONNECT TO FUTURE TRAIL SYSTEM. r� \ WCL ASSOCIATES, INC. ARCHITECTS INTERIORS 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX- 952 541-9554 952 541 9969 MAMAC PROPERTIES LLC 8189 CENTURY BLVD. CHANHASSEN,MN OFFICE BUILDING AND MANUFACTURING I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE NAME DAVE CLARK REGISTRATION • 14,883 PRINT HISTORY DATE PERMIT 07-12-2007 REVISION 01 08-15-2007 SITE PLAN SCALE, 1••30'-0• SITE PLAN 1'=30'-0" y 82ND STREET 0' 15' 30' SCALE: 1" - 30'-0" PROJECT 2007.41 DRAWN DD w CHECKED PDA H S 1 I FUTURE EXPANSION a fi n n (:t52 nA n 4' 45'-0" 45'-0" 45'-0" 45'-0" 1 43'-4" 4" 224'-0" 70'-4" 1 15'-5" 34'-7" -8 P_ +1 15 0 � 7 w w w w E1 P 12 0= 'o of 5 3 1 104C S2 12 A As °°18 Asz g .2 F2 m EJ F6 -t N I 0 � 0 _04B F7 N 6 211111 I EJ _ 0 3 104D 7 0 co O E1 NP- 6 — — — I Of EJ _ _ E 2 0 o I TRASH I ® S3 F2 F5 N 3 15 E1 2 I O I o 4" As.1 RWL I 0 0 12 F5 F2 S3 2 A5.2 5\M• P S3 F2 F5 I PROPOSED MANUFACTURING E2 ' 1 r7 A5.2 orl) RWL ot T.O. CONCRET 100'-0" - 979.9'Q 1 A5.2 5\M 1 2 TYP. N_ Aa El__12 0 0 E2 4 13 a 19 e 0 °D 18 4" 12 EZ 0 o 00 I I RW 13 WL o N 0 r7 E1 TYP. o I 0 0 I N 0 n 2 � � FS F2 S3 E2 � 00 1 0 A5.2 0 19'-8" 11 I I oM RFD F1 12 S 1 — — — — — — — — — —16 J / P CO 0 1 W3 0 N VWL 4 -MECHANICAL S1 F1 o I As 5 F3 2 — 2 . —� E2 _ 00 _I - i0 d- o W9 4 14 �I � 10 E F1t-f FS F2 S4 S1 11 TYP.TYP.TYP. 00 S3 F2 F5 LO PROPOSED W3 0D o o OFFICE AREA O r1 — — ® F8 TYP. F5 TYP. 1 I F2 TYP. F2 TYP. ao Q 2 E1 E2 W5 17 I 1 1 17 A6 S4 TYP. S3 TYP. r m cO E A6 7 W4 4 W4 TYP. W4 W 1 6 W2 T. W2 E2 00 `rj I Q m 1 d _ O 114 mj 1 E2 E3 16 TYP. E2 E2 E1 n P o E3 2 E2 2'-0> 4' 3' 4' -4" 1' 4" - 1'-4„ 1'-4" - 1'-4" 1'-4" 4 1'-4" 1'-4" " '-4" 1 -4" 1'-4"1'-4" 4' 8" 4'- " 1 -4" 1 -4" _ 1'-4" 1'-4" 6' 4" 7'- " 13'-4" 6'-0" 17'-4" '-4" 17'-4" .6'--0" 17'-4" 5'-4" 17'-4" M.O. 6'- 9'-4" 6' 0" 21'-4" 6' 0' 14'-8" 5'-4" 14'-B" 7' 8" 20'-0" M.O. M.O. M_0. M.O. 204'-0" M.O. M.O. M.O. M.O. ) 40( / 1 '� Al 2 3 n n A5.2 A5.2 A5 A5 AS AS A5.1 SIM. SIM. FLOOR PLAN 3/32' = 1'-0" N 4 A5.1 TYP. 8' 16' 32' NORTH FLOOR PLAN NOTES A. DIMENSIONS ARE FINISH FACE OF WALL OR OPENING TO FINISH �� FACE UNLESS NOTED OTHERWISE. `i B. MASONRY OPENINGS (MO) ARE NOMINAL DIMENSIONS FACE OF MASONRY TO FACE OF MASONRY. C ALL ANGLES ARE 45 DEGREES OR A MULTIPLE OF 45 DEGREES W C L UNLESS NOTED OTHERWISE. D. SEE EXTERIOR ELEVATION FOR WALL CONTROL JOINT LOCATIONS. ASSOCIATES, INC. DO NOT EXCEED 30' O.C. E. AT MANUFACTURING AREA PROVIDE CONTROL JOINTS IN GYP. BD. TO ALIGN WITH CONTROL JOINTS IN THE MASONRY WALLS. F. PROVIDE DEEP LEG TOP TRACK AT TOP OF FULL HEIGHT WALLS. (DO NOT FASTEN TO STUDS) TO ALLOW FOR VERTICAL EXPANSION ARCHITECTS OF WALLS AND DEFLECTION OF ROOF STRUCTURE, SEE 12/A6.1. ADDITIONALLY, PROVIDE VERTICAL CONTROL JOINTS AS REQUIRED TO INTERIORS PREVENT CRACKS IN WALLS, MAX. 30'-0" O.C. G. PROVIDE ADEQUATE 2X WOOD BLOCKING FOR FIXTURES, PLUMBING ACCESSORIES, ELECTRIC WATER COOLER, ELECTRIC PANELS, ROOF ACCESS LADDER, ETC. H. ROOF LADDER TO HAVE OSHA APPROVED LADDER EXTENSION BEYOND ROOF LINE. NO ROOF HATCH SHALL BE WITHIN 6'-0" OF OUTSIDE WALL. (r 1 I. PROVIDE MIN. 5'X5' CONCRETE STOOP/ LANDING AT ALL ` EXTERIOR EXIT DOORS. J. THE INTERIOR SURFACE OF ALL EXTERIOR WALLS TO HAVE GYP. BD. OVER INSULATION FROM FLOOR TO UNDERSIDE OF ROOF DECK. 4931 WEST 35TH STREET SUITE 200 K. DO NOT RUN ROOF DRAIN RWL OVER HEAD EXCEPT WHERE ST. LOUIS PARK, MN 55416 NOTED AT OFFICES. RUN RWL DOWN WALL AT NEAREST POINT AND FAX, 952 541-9554 CONNECT UNDERGROUND TO STORM SEWER. COORDINATE EXACT 952 541 9969 LOCATION W/ UTILITY CONTRACTOR. SEE CIVIL PLANS. FLOOR PLAN KEYNOTES TALIGN WALLS FLUSH. MAMAC THOSE BIBB. PROPERTIES TSTEEL PIPE BOLLARD, SEE 6/AS2. L L C (4 )SHIPS LADDER TO ROOF, SEE 13/A6.1. 8189 CENTURY BLVD. CHANHASSEN, MN OFIRE DEPARTMENT CONNECTION. TDOCK LEVELER - 6'-0" X 8'-0". 0STEEL STAIRS TO GRADE, SEE 7/A6.1. OTRASH ENCLOSURE: 8" CMU WALL TO 6'-0" ABOVE GRADE WITH SWINGING GATE, SEE 6/A6.1. REINFORCED CONCRETE SLAB AT TRUCK DOCK, SEE SHEET AS1 10 KNOCK -OUT WALL FOR FUTURE EXPANSION. 11 PROPOSED OFFICE/ MANUFACTURING WALL. 12 BOX -OUT AROUND RAIN WATER LEADER. 13 RUN RAIN WATER LEADER FROM ROOF DRAIN ABOVE OFFICES OVERHEAD AND DOWN WALL HERE. 14 FLOOR SINK. r 1 15 CONCRETE CURB AND GUTTER, SEE AS1. ` i 16 AWNING ABOVE. OFFICE 17 SOFFIT ABOVE. (2) RECESSED DOWNLIGHTS AT DOOR 100A, (3) RECESSED DOWNLIGHTS AT DOOR 100B, BUILDING AND 18 CONCRETE STOOP/ LANDING, STEPS AND SIDEWALK TO DRIVE, MANUFACTURING SEE SHEET AS1. WALL TYPES TYPICAL EXTERIOR WALL CONSTRUCTION: E1 12" INTEGRAL COLOR CONCRETE MASONRY UNIT WALL, CORE FILLED WITH INSULATION. SEE EXTERIOR ELEVATION FOR COLOR AND FINISH. USE NON COLORED CMU BEHIND PIERS, EIFS AND j WHERE NOT VISIBLE TO THE EXTERIOR. Q �� 4'" jINTEGRAL COLOR CONCRETE MASONRY UNIT PIER OVER 12" 1 E2 NCRETE BLOCK. SEE ELEVATION FOR COLOR AND HEIGHT. 8 INTEGRAL COLOR CONCRETE BLOCK PIER. SIM E3 METAL STUDS EXTEND TO UNDERSIDE OF ROOF DECK, SEE ❑6" S1 GENERAL NOTE 'F' ABOVE. S2 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT 6", 16 GA. METAL STUDS AT 16" O.C. TO 120'-0" SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF S3 2" FURRING CHANNELS ATTACHED TO MASONRY WALL AT 24" THE STATE OF MINNESOTA O.C. FULL HEIGHT OF WALL. S4 6" METAL STUDS AT 16" O.C. TO WINDOW SILL, SEE 4/A5. SIGNATURE ^�- F1 5/8" TYPE 'X' GYP. BD. TO UNDERSIDE OF ROOF DECK. HOLD GYP. BD. DOWN 1" FROM ROOF DECK TO ALLOW FOR VERTICAL MOVEMENT OF ROOF. DO NOT ANCHOR TOP EDGE OF GYP. BD. TO MOVEMENT HEAD, ONLY TO STUDS. AT RATED WALLS, SEE 12/A6.1. F2 5/8" TYPE "X" GYP. BD. FULL HEIGHT OF WALL TO TOP OF WALL/ UNDERSIDE OF DECK. F3 (2 LAYERS) 3/4" CDX PLYWOOD (FIRE TREATED AS REQUIRED BY CODE) TO 9'-0" A.F.F. n F4 NOT USED F5 2" EXTRUDED RIGID INSULATION R-10 MIN. WITH 6 MIL POLY VAPOR BARRIER OVER (WARM SIDE), TAPE/ SEAL ALL JOINTS. F6 EIFS ON 1" RIGID INSULATION OVER 5/8" DENS GLASS ON EXTERIOR SIDE OF WALL. F7 6" BATT INSULATION R-19 TO 12" ABOVE TOP OF ROOF DECK WITH 6 MIL POLY VAPOR BARRIER OVER (WARM SIDE). TAPE/ NAME , — REGISTRATION PRINT HISTORY DAVE CLARK 14,883 DATE PERMIT 07-12-2007 REVISION 01 08-15-2007 FLOOR PLAN SCALE, 3/32' - 1'-O' PROJECT 2007.41 DRAWN RAS CHECKED PDA F8 FILL CAVITY WITH BATT INSULATION WITH 6 MIL POLY VAP( BARRIER OVER (WARM SIDE). TAPE AND SEAL ALL JOINTS. a N ROOF PLAN 0 8' 16' 32' i NORTH 3/32" = 1'-0' ROOF PLAN NOTES A. GEN. CONTRACTOR TO PROVIDE STEEL ANGLE FRAMES AT ALL ` J ROOF OPENING LOCATIONS, SEE STRUCTURAL DRAWINGS FOR STEEL SIZE. VERIFY SIZE, WEIGHT, AND LOCATION OF ALL ROOF PENETRATIONS AND EQUIPMENT WITH STRUCTURAL ENGINEER PRIOR TO INSTALLATION. MI B. TOP OF CMU WALL TO BE 120'-0" A.F.F. UNLESS NOTED. W C. ALL ROOF SLOPES ARE ACHIEVED BY SLOPING STRUCTURE WITH ASSOCIATES, INC. THE EXCEPTION OF THE DRAINAGE CRICKETS. D. MEMBRANE ROOFING - BALLASTED 60 MILL SINGLE PLY EPDM MEMBRANE SYSTEM, ROOF INSULATION,(R-24). MEMBRANE FLASHING, FASTENERS, THERMAL BARRIER (IF REQUIRED),ETC. ARE SUPPLIED BY THE CONTRACTOR. ALL WORK TO BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND WARRANTY. PROVIDE 15 YEAR WARRANTY. ARCHITECTS E. PROVIDE INSULATION CRICKETS AT ALL MECHANICAL EQUIPMENT INTERIORS SUPPORTS AND CURBS. COORDINATE SLOPES WITH ROOF SLOPE. F. EXTEND MEMBRANE FLASHING UP AND OVER TOP OF ALL PARAPET WALLS AND BLOCKING TO EXTERIOR FACE OF WALL. SEE 1/A6 AND 2/A6. G. FOR TYPICAL RTU CURB AND SUPPORT SEE 8/A6.1. CONTRACTOR'S OPTION TO PROVIDE TREATED WOOD CURBS IN r 1 LIEU OF INSULATED METAL. ` j H. R.D. - ROOF DRAIN O.S. - OVERFLOW SCUPPER 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX, 952 541-9554 952 541 9969 ROOF PLAN KEYNOTES MAMAC O BALLASTED SINGLEEPDM MEMBRANE OVER RIGID PROPERTIES SULAR4 TION SPINY OORAISED PARAPET ELEV. 120'-0" (TOP OF WALL) LLC O3 ® RAISED PARAPET AT OFFICES ELEVATION 122'-8" 8189 CENTURY BLVD. (TOP OF WALL) CHANHASSEN, MN O4 ® RAISED PARAPET AT ENTRY ELEV. 125'-4" (TOP OF WALL) OS RETURN CORNICE/ PARAPET AND FINISHES BACK OVER ROOF. SEE ELEV. OMETAL CANOPY AT STOREFRONT. O7 ROOF HATCH, SEE 4/A6.1. 89 TAPPERED ROOF INSULATION TO DRAIN. LOWERED ROOF AT ENTRY ELEV. 118'-0" (TOP OF WALL) 10 WALL LIGHT, MOUNT AT 19'-0" A.F.F. 11 NOT USED 12 NOT USED r " 13 R.D. - ROOF DRAIN, SEE 2/A6.1. 14 O.S. - OVERFLOW SCUPPER 24" X 8", SEE 3/A6.1. SCUPPER OFFICE FLOW LINE TO BE INSTALLED 2" ABOVE THE ROOF DRAIN. BUILDING AND MANUFACTURING I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE NAME DAVE CLARK REGISTRATION • 14,883 PRINT HISTORY DATE PERMIT 07-12-2007 REVISION 01 08-15-2007 ROOF PLAN SCALE- 3/32• - 1'-0• PROJECT 2007.41 DRAWN RAS �\ CHECKED PDA A 2 DOOR TYPES HARDWARE GROUPS HARDWARE NOTES DOOR SCHEDULE FG FULL GLASS (TEMPERED) MEDIUM STYLE FRAME TYPES HOLLOW METAL GROUT SOLID AT EXTERIOR LOCATIONS. F OH FLUSH OVERHEAD DOOR FLUSH STEEL INSULATED HM 2 HOLLOW METAL VERIFY STL 3 STEEL CHANNEL GROUP 1 EXT. SINGLE, EXIT DEVICE ALL HARDWARE BY STOREFRONT/ DOOR PROVIDER 1 1/2 PAIR BUTTS 1 PULL 1 PUSHBAR 1 RIM CYLINDER 1 DEADBOLT 1 CLOSER/STOP 2 KICK PLATES 1 THRESHOLD 1 SET WEATHERSTRIP WITH DRIP CAP 1 SILL SWEEP GROUP 2 EXT. SINGLE 1 1/2 PAIR BUTTS 1 LOCKSET 1 CLOSER/STOP 1 THRESHOLD 1 SET WEATHERSTRIP WITH DRIP CAP 1 SILL SWEEP 1 DOOR LATCH PROTECTOR GROUP 3 EXTERIOR SINGLE, EXIT DEVICE 1 1/2 PAIR BUTTS 1 PUSHBAR EXIT DEVICE, NO EXTERIOR HARDWARE 1 CLOSER/ STOP 1 THRESHOLD 1 SET WEATHERSTRIP WITH DRIP CAP 1 SILL SWEEP GROUP 4 INT. SINGLE, LOCKSET 1 1/2 PAIR BUTTS 1 LEVER LOCKSET 1 STOP 1 CLOSURE GROU INT. SINGLE, PUSH/PULL 1 PANUTTS 1 TE 1 U L 1 CLO E G Q 1 1 D GROUP 6 COILING/ OVERHEAD PADLOCK WEATHERSTRIPPING BY DOOR PROVIDER GROUP 7 EXT. DOUBLE; E; 3 PAIR BUTTS 2 PULL 2 PUSHBAR 1 RIM CYLINDER 1 FLUSH BOLT 1 DUST PROOF STRIKE 2 CLOSER/STOP 1 THRESHOLD 1 SET WEATHERSTRIP WITH DRIP CAP 2 SILL SWEEP WINDOW TYPES NOTE: 1. FIELD VERIFY ALL OPENING SIZES. 2. ALL ALUM. STOREFRONT TO BE ANODIZED BLACK. c I: " 9'-4" v 21 4,-5„ 2„ 11, 4,-5„ 2„ N. 0 I 1 N N I 1 L o_ I 2 co W1 ANODIZED ALUMINUM THERMAL BREAK 7, 1" e 2" 4'-1 2" 4'-14" 2" 4'-1j" r2» 4'-11" N o , N N I 1 0 I 2 W4 ANODIZED ALUMINUM THERMAL BREAK 2" �, q„ 2" 3'-51" 2" 3'-5j" 2" v 3'-5j" 2" 3'-5j" N 0 I N 1 Nc I cli 1 0 I 2 00 W2 ANODIZED ALUMINUM THERMAL BREAK WS ANODIZED ALUMINUM THERMAL BREAK 2» 2„ 4,-0„ 23,-0„ 1,-6„�2 4,-0„ N 0 I N 1 _c N �I N O3 3 CD O4 4 W7 ANODIZED ALUMINUM THERMAL BREAK , 2" 3'-114" 3'-114" 2" V 3'-11j" 2" 3'-11" N 0 1 N _( N I 1 1 a N L 0 I 2 W3 ANODIZED ALUMINUM THERMAL BREAK GLASS TYPES O1 1" INSULATED GLASS, CLEAR. LOW E O1" INSULATED SPANDREL GLASS O3 1" INSULATED TEMPERED GLASS, CLEAR. LOW E. O4 1" INSULATED TEMPERED SPANDREL GLASS 1. SUPPLIER SHALL BE RESPONSIBLE FOR THOROUGHLY DETAILING THE ENTIRE PROJECT TO ASSURE THAT THE ITEMS SPECIFIED WILL FUNCTION PROPERLY IN THE LOCATIONS INDICATED. ITEMS NOT SPECIFIED BUT REQUIRED TO SUITABLY COMPLETE THE PROJECT SHALL BE FURNISHED FOR THE SERVICE REQUIRED. A 2. HARDWARE IS DESIGNATED BY FUNCTION ONLY. SUPPLIER SHALL PREPARE A COMPLETE HARDWARE SCHEDULE FOR EACH OPENING TO BE REVIEWED BY THE ARCHITECT AND/ OR OWNER. 3. ALL FINISH HARDWARE SHALL BE DELIVERED WITH AN APPROVED SCHEDULE AND ALL NECESSARY TEMPLATES AND OTHER FASTENERS. EACH ITEM IS TO BE LABLED SEPERATELY. 4. EQUIVALENT ITEMS MAY BE PROVIDED BY: STANLEY, HAGER, LAWRENCE, CORBIN, RUSSWIN, LCN, YALE, NORTON, HIAWATHA, GLYNN-JOHNSON, IVES, NATIONAL GUARD, PEMKO, REESE, DETEX, OR VON DUPRIN. 5. PRODUCTS: A. HINGES: 1 STANLEY FBB179 X US32D 4 1/2" X 4 1/2" EXTERIOR DOORS TO HAVE NRP B. LATCHSET/ LOCKSET DOOR NO. DOOR GLASS TYPE FIRE RAT'G HDWR GRP FRAME NOTES TYPE MAT. QN. WIDTH HEIGHT THICK FINISH TYPE MAT. FINISH 100A FG ALUM 1 3'-0" 7'-0" 1-3/4" ANOD 3 - 1 W7 ALUM ANOD 1 100B FG ALUM 2 3'-0" 7'-0" 1-3/4" ANOD 3 - 1 7 W6 ALUM ANOD 1 101 102 103A F WD 1 3'-0" 7'-0" 1-3/4" PT - - HM 2 HM jP 103B F WD 1 3'-0" 7'-0" 1-3/4" PT - - 4 HM 2 HM 4 104A F HM 1 3'-0" 7'-0" 1-3/4" PT - - 3 HM 1 HM 2, 3 104B F HM 1 3'-0" 7'-0" 1 -3/4" PT - - 2 HM 1 HM PT 2, 5 104C OH STL 1 8'-0"10'-0" 2" PT - - 6 STL 3 STL PT 2, 6 104D OH STL 1 8'-0" 10'-0" 2" PT - - 6 STL 3 STL PT 2, 6 104E F I HM 1 1 3'-0" 7'-0" 1-3/4" PT - - 2 HM 1 HM PT 1, 3 HLAGE D SERIS X 626, CYLINDERICAL, ATHENS LEVERSET GENERAL DOOR NOTES AT - OFFICE FUNCTION D50PD - STORAGE FUNCTION D80PD DOORS 103A, 103B, 104B A. - PASSAGE FUNCTION D105 C. EXIT DEVICE DETEX *230 EXIST ONLY WITH BATTERY ALARM B. D. CYLINDER LOCK: SCHLAGE 23-013 E. CLOSERS: C. LCN 1640, LCN 1640N WITH HOLD -OPEN X ALUM., 90 DEGREES D. F. STOPS: GLYNN- JOHNSON 50W E. G. PUSH PLATES: HIAWATHA 200H F. H. PUSH BARS: G. HIAWATHA 1081-LBP I. PULLS: H. HIAWATHA 536 B J. KICKPLATES: I. HIAWATHA, DOOR WIDTH MINUS 2" X 10" X .050" STAINLESS STEEL WITH FOUR BEVELED EDGES. J. K. DOOR EDGE PROTECTORS: CUSTOM 5/8" X 1-3/4" X 5/8" X 10" LONG X 0.050" STAINLESS STEEL CHANNEL PROTECTOR L. FLUSH BOLT/ DUSTPROOF STRIKE: GLYNN- JOHNSON FB6, FB7, DP-1 M. COORDINATOR: GLYNN- JOHNSON 'CDR' SERIES N. THRESHOLD: PEMKO 171A 0. WEATHERSTRIPPING: PEMKO S88 P. SWEEPS: PEMKO 368CN Q. ASTRAGALS: PEMKO 355PWS HOLLOW METAL DOORS: EXTERIOR - 16 GAUGE DOOR, 14 GAUGE FRAME, INSULATED DOOR AND FRAME. INTERIOR - 18 GAUGE DOOR, 16 GAUGE FRAME. WHEN FACES OF A DOOR ARE DIFFERENT COLORS, PAINT SHALL RETURN AROUND EDGES SO TRANSITION OCCURS AT CONCEALED CORNER AT DOOR STOP. PAINT ALL EDGES AND GLAZING STOPS OF DOORS TO MATCH FACE OF DOOR. ALL EXITS SHALL BE OPERABLE FROM INSIDE WITHOUT USING A KEY, OR EFFORT, OR SPECIAL KNOWLEDGE. PROVIDE DRIP CAPS AT ALL EXTERIOR DOORS. ALL DOOR FRAMES TO BE WELDED ALL WOOD DOORS TO SOLID CORE MAPLE UNLESS NOTED OTHERWISE. PAINT DOOR AND FRAME ON EXTERIOR TO MATCH ADJACENT WALL. ALL INTERIOR WOOD DOORS TO BE FINISHED S/V, STAINED AND VARNISHED UNLESS NOTED OTHERWISE. ALL ALUM. DOORS AND FRAMES TO BE ANODIZED BLACK DOOR NOTES 1. BY STOREFRONT PROVIDER. MEDIUM STYLE WITH 10 BOTTOM RAIL. 2. INSULATED DOOR AND FRAME. 3. PROVIDE DETEX WITH ALARM 4. LOCK ON INSIDE OF ROOM. 5. PROVIDE DOOR BELL. 6. PROVIDE AND INSTALL DOCK SEAL AND--IaUMPERS_ 7. PLASTIC SIGN /16" THICK X 2" HIGH, LENGT A EQ I D. 1" HIGH RAISED WHITE LETTERS ACCOM G ADE 2 BRAILLE TO MATCH TEXT. COLORE SELEC OWNER. MOUNT TO WALL ON THE LATCH��F TH DOOR AT 60" A.F.F. TO CENTERLI E (1) - MANAGERS OFFICE (1) MEN (1) - EMPLOYEE ONLY (1) r� LJ WCL ASSOCIATES, INC. ARCHITECTS INTERIORS ra LJ 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX- 952 541-9564 952 541 9969 MAMAC PROPERTIES LLC 8189 CENTURY BLVD. CHANHASSEN,MN OFFICE BUILDING AND MANUFACTURING I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE' NAME- — REGISTRATION DAVE CLARK 14,883 PRINT HISTORY DATE PERMIT 07-12-2007 REVISION 01 08-15-2007 SCHEDULES PROJECT 2007.41 DRAWN RAS w CHECKED PDA ,/A\` 0 0 0 i� c� a� r: WEST ELEVATION I v V 3/32' = T-0" if i2' GLAZING AREA GLAZING PROVIDED: ` J WINDOW NO. AREA PER WINDOW NO. PROVIDED TOTAL AREA W1 1 1n' W2 136.8 S.F. 2 273.6 S.F. Y Y C L. W4 161.7 S.F. W6 312.7 S.F. Q 4 1 646.8 S.F. 312.7 S.F. ASSOCIATES, INC. W7 124.4 S.F. 1 124.4 S.F. 1,444.6 S.F. Q1 GLAZING REQUIRED: FRONT ELEVATION: ARCHITECTS 224'-0" LONG x 12'-0" HIGH 50% GLAZING REQUIRED 2,688 S.F. x 50% INTERIORS 1,344 S.F. EXTERIOR ELEV. KEYNOTES NO, BASE MATERIAL FINISH COLOR NOTES Ac APPROXIMATE GRADE, SEE CIVIL - - O ALUMINUM STOREFRONT ANODIZED BLACK T 0 cM CMU - PIERS ROCKFACE BLACK 1,3,6 CM CMU - WALLS/ ACCENT BANDS SMOOTH WINTER WHITE 1,3,6 cM CMU - WALLS AND PIERS ROCKFACE PEWTER 1,3,6 CMa CMU - BANDS ROCKFACE PEWTER 1,2,3,6 CM CMU - WALLS ROCKFACE PEWTER 1,3,6 DKt DOCK BUMPER - BLACK DOCK LEVELER - 0 EIF1 EIFS MATCH WINTER 5 WHITE IF EIFS MATCH 5 PEWTER - HM HOLLOW METAL DOOR/ FRAME PAINT MATCH WALL I Mct METAL CAP FLASHING PREFINISHED MATCH WINTER 4 WHITE �C METAL CAP FLASHING ROOF PREFINISHED PEWTER 4 H I os OVERFLOW SCUPPER PREFINISHED WHITE RL ROOF LINE RM ROOF MEMBRANE sc SIAMESE CONNECTION sN SIGNAGE - BY OTHERS ss STEEL STAIRS PAINT BLACK TR TRANSFORMER We WOOD GATE STAIN BLACK WL WALL LIGHT-1 PREFINISHED BLACK LD WALL LIGHT DECORATIVE NOTE: 1. ALL CMU EXPOSED TO THE EXTERIOR TO BE INTEGRAL COLOR. 2. HALF HIGH CMU. 3. CMU COLORS NOTED ARE ANCHOR BLOCK. 4. PREFINISHED METAL COLORS NOTED ARE UNACLAD. 5. EIFS COLORS NOTED ARE DRYVIT. 6. ALL CMU EXPOSED TO THE EXTERIOR TO RECIEVE A CLEAR SEALER. 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX- 952 541-9554 952 6419969 MAMAC PROPERTIES LLC 8189 CENTURY BLVD. CHANHASSEN,MN OFFICE BUILDING AND MANUFACTURING I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE NAME• DAVE CLARK REGISTRATION 14.883 PRINT HISTORY DATE PERMIT 07-12-2007 REVISION 01 08-15-2007 EXTERIOR ELEVATIONS SCALE- 3/32• - T-0• PROJECT 2007.41 DRAWN RAS A CHECKED PDA f/A\� " SEE 2/A4 0 8' 16' 32' EAST ELEVATION 3/32' = 1'4" NOTE. ACTUAL DESIGN AND CONNECTIONS OF STEEL STUDS TO BE BY THE STEEL STUD SUPPLIER. NOTE. SEE 3/A5 FOR TYP. CONSTRUCTION NOTES NOTE. ALL CMU EXPOSED TO THE EXTERIOR TO RECIEVE A CLEAR SEALER. 11-01, 1 Al 2 A6 SIM. \ LOPE I I T.O. MASONRY I ---122'-8" I I I I " 4" DECORATIVE INTEGRAL COLOR 7 CMU PIER. SEE ELEV. A6 3'-0" -o; OND BEAM. SEE STRUCTURAL. SLOPE T.O. CORNICE _ 118'-0" I -- DECK _BEARING _ VARIES STEEL ANGLE, SEE STRUCT. 1 4 1' -0" 2 A6 TYP. \ SLOPE I I I ' I I I NOTE. ACTUAL DESIGN AND CONNECTIONS OF STEEL STUDS TO BE BY THE STEEL STUD SUPPLIER. NOTE. SEE 1/A5 AND 3/A5 FOR TYP. CONSTRUCTION NOTES. T.O. MASONRY 122'-8" 12" DECORATIVE INTEGRAL COLOR CMU WALL. T.O. CORNICE _ 1 18,-0" —DECK BEARING VARIES —12" SMOOTH CMU WALL WITH CORE FILL INSUL. 0I EIFS CORNICE. RECESSED DOWNLIGHT (2) iO 1 RETURN 1" EIFS TO 2- MASONRY WALL. 6 2 11 A6 1" EIFS OVER �fi" DENS A6 IM. -- / \ SHIELD ON 6" METAL STUDS / I 0 24" O.C. o o T.O. MASONRY _ B.O. EIFS _ 110'-8" \__--_ \ 110'-8" 3" EIFS HORIZONTAL BAND I I 1 1-4" 2" WITH DRIP. SLOPE TOP TO I _ _ T.O. OPENING_ _ DRAIN. 109'-4" BOND BEAM, SEE STRUCT. @sZ STEEL BEAM LINTEL. SEE STRUCTURAL. 12" DECORATIVE INTEGRAL COLOR CMU WALL WITH CORE FILL INSULATION. 8" DECORATIVE INTEGRAL ALUMINUM STOREFRONT COLOR CMU WALL. SYSTEM. 12" SMOOTH CMU WALL WITH 00 CORE FILL INSUL. o 16 A6 SIM. 4" CONC. SIDEWALK, SLOPE AWAY FROM 1 BUILDING 1/8" PER 12". 1 /2" EXPANSION JOINT WITH CONT. SEALANT LONG TOP. Al 2" RIGID INSULATION, 15 RETURN 2' BELOW SLAB AS WHERE FLOOR SLAB BEARS ON FOUNDATION WALL. T.O. CONCRETE _ T.O. CONCRETE _ IN I I 100'-0" 100'-0" LEI 111-1115 1 - T.O. FOOTING__ SEE STRUCTURAL d :a WALL SECTION AT EMPLOYEE ENTRY PIER I I I�Ik1-I I �I I I� I I -I I�I-1 111=1 I I I III -III III III III+III II�II COMPACTED GRANULAR IinILIII I IIII III II II III III-111�111$I11-I I / FILL, SEE STRUCTURAL CMU FOUNDATION WALL, _ SEE STRUCTURAL. 1 I- III -I I+I LI T.O. FOOTING _ _— <' •;. ^° ^;' SEE STRUCTURAL NOTE: CONTRACTOR TO POUR STOOPS AND CONCRETE FOOTING. SEE SIDEWALK INTEGRALLY. DO NOT ISOLATE. STRUCTURAL. . WALL SECTION AT EMPLOYEE ENTRY 11T = 1'-0" NOTE: ALL CMU EXPOSED TO THE EXTERIOR TO RECIEVE A CLEAR SEALER. PREFINISHED METAL COPING 1 _p ON TREATED WOOD BLOCKING. 2 A6 \ BOND BEAM AT TOP of TYP. ( SLOPE I WALL. SEE STRUCTURAL. T.O. MASONRY _ 122'-8" I I •I I I 12" DECORATIVE INTEGRAL COLOR CMU ACCENT BAND. EXTEND EPDM UP BACK OF PARAPET AND OVER TOP. BALLASTED SINGLE PLY EPDM RIGID NSUL.MR-24 MIN. P a ° WALL SECTION AT FRONI 1 /2' = 1'-0" DECK BEARING _ VARIES —METAL ROOF DECK. SEE STRUCTURAL. —STEEL BAR JOIST, SEE STRUCTURAL. —SEAL TOP OF WALL TO METAL DECK. —STEEL ANGLE DECK SUPPORT. —12" DECORATIVE INTEGRAL COLOR CMU ACCENT BAND WITH CORE FILL INSULATION. 12" DECORATIVE INTEGRAL - COLOR CMU WALL WITH CORE FILL INSULATION TO 4" MIN. ABOVE ROOF INSULATION. 2" EXTRUDED RIGID INSUL. R-10 WITH METAL Z FURRING CHANNELS AT 24" O.C. %- TYP GYP. BD OVER 6 MIL. POLY VAPOR BARRIER. CONCRETE FLOOR SLAB. ZSEE STRUCTURAL. T.O. CONCRETE _ 100'-0" 20 MIL. POLY VAPOR BARRIER. COMPACTED GRANULAR FILL, SEE STRUCTURAL 2" RIGID INSULATION. R-10. T.O. FOOTING _ SEE STRUCTURAL CMU FOUNDATION WALL. SEE STRUCTURAL. CONCRETE FOOTING. SEE 1 STRUCTURAL. WALL SECTION AT WINDOW 1 /2' = 1'-0' NOTE. SEE 3/A5 FOR TYPICAL CONSTRUCTION NOTES. r11 \J WCL ASSOCIATES, INC. ARCHITECTS INTERIORS rql LJ 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX- 952 541-9554 952 541 9969 MAMAC PROPERTIES LLC 8189 CENTURY BLVD. CHANHASSEN,MN r74 LJ OFFICE BUILDING AND MANUFACTURING I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE NAME• DAVE CLARK REGISTRATION 14,883 PRINT HISTORY DATE PERMIT 07-12-2007 REVISION 01 08-15-2007 WALL SECTIONS SCALE, 1/2' - 1'-O' PROJECT 2007.41 DRAWN RA9 A CHECKED PDA i/aq\` NOTE: ALL CMU EXPOSED TO THE EXTERIOR TO RECIEVE A CLEAR SEALER. PREFINISHED METAL COPING ON TREATED WOOD BLOCKII` BOND BEAM AT TOP OF WALL. SEE STRUCTURAL. _ T.O. MASONRY _ —12" DECORATIVE INTEGRAL COLOR ACCENT BAND. EXTEND EPDM UP BACK OF PARAPET AND OVER TOP. BALLASTED SINGLE PLY EPDM SYSTEM. METAL ROOF DECK ■7x on4y aig[ems v STEEL BAR JOIST. SEE STRUCTURAL. SEAL TOP OF WALL TO METAL 115 PIER _ I I STEEL ANGLE DECK SUPPORT. 6 DECORATIVE INTEGRAL COLOR A6 SILL BLOCK 4" HIGH. SLOPE TOP TO DRAIN. DECORATIVE INTEGRAL l COLOR ACCENT BAND. i 2j" 4" DECORATIVE INTEGRAL COLOR CMU PIER/ VENEER. 12" SMOOTH CMU WALL WITH CORE FILL INSUL. 2" EXTRUDED RIGID INSUL. R-10 WITH METAL Z FURRING CHANNELS AT 24" O.C. %" TYP GYP. BD OVER 6 MIL. POLY VAPOR BARRIER. CONCRETE FLOOR SLAB. SEE STRUCTURAL. T.O. CONCRETE _ ° 100'-0-0" =III ;III 20 MIL. POLY VAPOR BARRIER. COMPACTED GRANULAR FILL, SEE STRUCTURAL 2" RIGID INSULATION. R-10. T.O. FOOTING _ SEE STRUCTURAL 9 CMU FOUNDATION WALL/ PIER, SEE STRUCTURAL. CONCRETE FOOTING. SEE STRUCTURAL. WALL SECTION AT PARTIAL HEIGHT PIER 1/2" = 1'-0" WALL SECTION AT ENTRY PIER 1/2" = 1'-0" NOTE. ACTUAL DESIGN AND CONNECTIONS OF STEEL STUDS TO BE BY THE STEEL STUD SUPPLIER. NOTE. SEE 1/A5.1 FOR TYP. CONSTRUCTION NOTES. Al y NOTE: CONTRACTOR TO POUR STOOPS AND SIDEWALK INTEGRALLY. DO NOT ISOLATE. r_,'\WALL SECTION AT MAIN ENTRY 1 /2' = T-0" NOTE. ACTUAL DESIGN AND CONNECTIONS OF STEEL STUDS TO BE BY THE STEEL STUD SUPPLIER. NOTE. SEE 1/A5.1 FOR TYP. CONSTRUCTION NOTES. T.O. MASONRY 125'-4" DECK BEARING VARIES —RECESSED DOWNLIGHT (3) STEEL BEAM LINTEL. SEE STRUCTURAL. RETURN 1" EIFS TO MASONRY WALL. ALUMINUM STOREFRONT SYSTEM. 1 /Z- ERPANSION JOINT WITH CONT. SEALANT ALONG TOP. -CONCRETE FLOOR SLAB. SEE STRUCTURAL. T.O. CONCRETE_ lrh 100'-0' -COMPACTED GRANULAR FILL, SEE STRUCTURAL -CMU FOUNDATION WALL, SEE STRUCTURAL. T.O. FOOTING SEE STRUCTURAL CONCRETE FOOTING. SEE STRUCTURAL. NOTE, SEE 1/A5.1 FOR TYP. 1 CONSTRUCTION NOTES. I L WALL SECTION AT CORNER PIER 1/2" = 1'-0" ra \A WCL ASSOCIATES, INC. ARCHITECTS INTERIORS rqll LJ 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX- 952 541-9554 952 541 9969 MAMAC PROPERTIES LLC 8189 CENTURY BLVD. CHANHASSEN, MN OFFICE BUILDING AND MANUFACTURING 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE • - NAME• DAVE CLARK REGISTRATION • 14,888 PRINT HISTORY DATE PERMIT 07-12-2007 REVISION 01 08-15-2007 WALL SECTIONS SCALE- 1/2' - 1'-O' PROJECT 2007.41 DRAWN RAS CHECKED PDA w 5 s H rn 3 a 0 0 0 N UI w (N N a NOTE, NOTE, NOTE. ALL CMU EXPOSED TO THE SEE 1/A5.2 FOR TYP. SEE 1/A5.2 FOR TYP. A EXTERIOR TO RECIEVE A CLEAR y CONSTRUCTION NOTES. CONSTRUCTION NOTES. 7 SEALER. I I I BOND BEAM AT TOP OF WALL. SEE STRUCTURAL. PREFINISHED METAL COPING A6 ON TREATED WOOD BLOCKING. / \ EXTEND EPDM UP BACK OF PARAPET AND OVER TOP OF I PARAPET. T.O. MASONRY _ 120'-0"_ 00 I BALLASTED SINGLE PLY EPDM SYSTEM. RIGID INSUL. R-24 MIN. I I METAL ROOF DECK. I I SLOPE DN SEE STRUCTURAL. � 1 �� JOIST BEARING _ o= 116'-8" cm m= SEAL TOP OF WALL TO METAL DECK. STEEL BAR JOIST. SEE STRUCTURAL. BOND BEAM. SEE STRUCTURAL. 12" DECORATIVE INTEGRAL COLOR CMU WALL WITH CORE FILL INSULATION. 2" EXTRUDED RIGID INSUL. I R-10 WITH METAL Z FURRING 'n ME CHANNELS AT 24" 0_C. 0 " TYP GYP. BD OVER 6 MIL, POLY VAPOR BARRIER. CONCRETE FLOOR SLAB. SEE STRUCTURAL. T.O. CONCRETE _ ° 100'-0" III 177 �I�I 20 MIL. POLY VAPOR BARRIER. COMPACTED GRANULAR FILL, SEE STRUCTURAL 2" RIGID INSULATION. R-10. T.O. FOOTING _ ° o SEE STRUCTURAL CMU FOUNDATION WALL, SEE STRUCTURAL. CONCRETE FOOTING. SEE STRUCTURAL. TYPICAL WALL SECTION @ MANUFACTU 1/2' = 1'-0' SIM. /� �\ WALL SECTION AT PIER 1/2' = P-0" 1 1,-0„ A6 _ SIM. _ T.O. WALL 120'-0" - SLOPE DN I _ _ _ JOIST BEARING 118'-4 Y4" 5 A6.1 D BEAM, SEE STRUCT. PROVIDE SMOOTH BLOCK BEHIND DOCK SEAL FOR ATTACHMENT. STEEL LINTEL, SEE STRUCTURAL T.O. OPENING lip 4I 110'-0" FUTURE EXPANSION 1'-0" 4 A6 _ _ NOTE. ACTUAL DESIGN AND CONNECTIONS OF STEEL STUDS TO BE BY THE STEEL STUD SUPPLIER_ PREFINISHED METAL COPING ON TREATED WOOD BLOCKING. EXTEND EDPM UP BACK OF PARAPET AND OVER TOP OF PARAPET. BALLASTED SINGLE PLY 1 EPDM SYSTEM. RIGID INSUL. R-24 MIN. T.O. WALL _ 120'-0" T.O. JOIST _ VARIES STEEL BAR JOIST. SEE STRUCTURAL. METAL ROOF DECK. SEE STRUCTURAL. STEEL COLUMN AND BEAM BEYOND. QBENT STEEL PLATE JAMB. III 1" EIFS ON %" DENS GLASS. I I v 6" METAL STUDS AT 16" O.C. I I I c=a III I I 00 I I INSULATED HIGH LIFT OVERHEAD 6" BATT INSUL. TO 12" ABOVE DOOR AND TRACK, WEATHER- TOP OF ROOF DECK. WITH 6 STRIP. MIL POLY VAPOR BARRIER I I OVER (WARM SIDE). I I I I 5/8" TYPE X GYP. BOARD. DOCK SEAL/ PAD I I I LAMINATED DOCK BUMPER l DOCK LEVELER I I 3X3XY4" CONT. STEEL ANGLE 8 FRAME W/ )2X3 H.D. STUD AT EACTU:R:ER A6 _ 2'-0" O.C. ON ALL EDGES. I ol VERIFY W/ MAN U IT.O. CONCA - CONCRETE _ 100'-0' I 100'-O" 100 ° d ui > SLOPE DOWN r TII VERIFY W MANUF. { / 2" RIGID INSULATION. --------- ----------------------J — f RETURN 2' BELOW SLAB. ° ° 2 -0 BOND BEAM. SEE ST U URAL w = _ _ _ _ T.O. FOOTING _ > j'; SEE STRUCTURAL 20 MIL POLY VAPOR BARRIER 3 GRANULAR FILL, SEE STRUCT. a RIGID INSULATION - R-10. Y2" EXPANSION MATERIAL WITH a a ?3 CONT. SEALANT OVER TOP. T.O. FOOTING d SEE STRUCTURAL CONCRETE SLAB AT LOADING DOCK, SEE SHEET AS1. SLOPE AWAY FROM BUILDING. CONCRETE FOUNDATION WALL, SEE STRUCTURAL WALL SECTION AT LOADING DOCK 1/2' = 1'-0" WALL SECTION AT REAR WALL 1/2' = V-0" r� LJ WCL ASSOCIATES, INC. ARCHITECTS INTERIORS 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX- 952 541-9554 952 541 9969 MAMAC PROPERTIES LLC 8189 CENTURY BLVD CHANHASSEN,MN rLqT `J OFFICE BUILDING AND MANUFACTURING I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE NAUJ . DAVE CLARK REGISTRATION - 14,888 PRINT HISTORY DATE PERMIT 07-12-2007 REVISION 01 08-15-2007 WALL SECTIONS SCALE- 1/2• - T-0- PROJECT 2007.41 DRAWN RAS CHECKED PDA A5.2 um 0 TYPICAL WALL CAP HM DOOR HEAD - JAMB SIM 1-1/2° = 1'-0" GRID AND FLASHING a a in U.... u_ HIM DOOR THRESHOLD 3 a 0 0 0 N I N 0 <I In / 0 a / U E 0 E I a / 0 0 N o' 3 E 0 0 0 0 N Q 0 PREFINISHED METAL CAP FLASHING WITH CONTINOUS HOOK STRIP. T-0. MASONRY _ VARIES TAPERED TREATED WOOD SIDING OVER TREATED 2X WOOD BLOCKING. ATTACH TO WALL PANEL AT 4'-0" O.C. WITH 3/8" ANCHOR BOLTS BOND BEAM, SEE STRUCTURAL EXTEND ROOFING MEMBRANE UP PARAPET WALL AND OVER TOP OF WOOD BLOCKING. TERMINATION BAR WITH FASTENERS AT 12" O.C. BALLASTED MEMBRANE ROOF AND INSULATION SYSTEM. DECK BEARING VARIES CMU WALL CONSTRUCTION GYP. BD. OVER VAPOR BARRIER oI AND FURRING CHANNELS WITH RIGID INSULATION. BOND BEAM LINTEL, SEE STRUCT 2x TREATED WOOD BLOCKING SEALANT TYP. EACH SIDE HOLLOW METAL FRAME, GROUT SOLID DRIP CAP SET IN FULL BED OF SEALANT HOLLOW METAL DOOR WEATHERSTRIP SWEEP CONCRETE STOOP, SEE STRUCT. ALUM. THRESHOLD SET IN FULL BED OF SEALANT. 1" RIGID INSULATION CONCRETE FLOOR SLAB, SEE STRUCT. DOWEL FLOOR SLAB/ CONCRETE STOOP TO FOUNDATION, SEE STRUCT. GRANULAR FILL, SEE STRUCT. —20 MIL VAPOR BARRIER 2" RIGID INSULATION —CMU FOUNDATION WALL, SEE STRUCT. VOID BELOW SLAB, SEE STRUCT PREFINISHED METAL CAP FLASHING WITH CONTINOUS `)✓�. HOOK STRIP. T.O. MASONRY VARIES TAPERED TREATED WOOD 00 SIDING OVER TREATED 2X INTO WOOD BLOCKING. ATTACH TO WALL PANEL AT 4'-0" O.C. WITH 3/8" ANCHOR BOLTS BOND BEAM, SEE STRUCTURAL 3/4" TREATED PLYWOOD ff INFILL AT CMU BUMP -OUT EXTEND ROOFING MEMBRANE UP PARAPET WALL AND OVER 1'-0" TOP OF WOOD BLOCKING. EIFS CORNICE 1 1/2" = 1'-0" 1" EIFS 3" EIFS HORIZONTAL BAND. 1 4j" SLOPE TOP TO DRAIN PREFINISHED METAL FLASHING SET IN CONT. SEALANT. RETURN DRIP ON ENDS. SEALANT, TYP. 4" CMU SILL 01 HORIZONTAL REINFORCING AT 1 TOP OF PIER. �. 12" CMU WALL M � 4" CMU PIER/ VENEER 3" I 6" METAL STUDS AT 24" O.C. WITH 5/8" DENS -SHIELD OVER \\\--BOND DRIP BEAM, SEE STRUCT. EIFS HORIZONTAL EIFS CAP AT BAND PARTIAL PIER EIFS ACCENT BAND 1 1/2" = 1'-0" 1 CMU WALL CONSTRUCTION 5/8" GYP. BD OVER VAPOR BARRIER AND FURRING 2" CHANNELS WITH RIGID INSULATION. STOREFRONT HEAD STEEL BEAM LINTEL, SEE STRUCT. WOOD SHIM Qj 2x TREATED WOOD BLOCKING WITH 1/2" PLYWOOD OVER ON FACE OF WALL. _ T.O. OPENING =� 109'-4" N 1-1/2" RIGID INSULATION AT HEAD AND JAMBS METAL STOP CONT. SEALANT ALUM. STOREFRONT WITH ALUM. DEFLECTION HEAD BACKER ROD AND SEALANT ALUM. STOREFRONT -BLACK ANOD. ALUM. BREAKMETAL SILL TO MATCH STORE FRONT, ALIGN FLUSH WITH MULLION T.O. SILL 102'-8" -2 LAYERS 3/4" PLYWOOD BLOCKING -INSULATED SPANDREL GLASS PANEL AT BOTTOM PANE -5/8" GYP. BD OVER VAPOR BARRIER ON 6" METAL STUDS -FILL CAVITY WITH BATT O n BREAKMETAL FILLER/ BASE AT EXTERIOR SET IN FULL BED OF EA N . T.O. CONCRETE _ 4" METAL STUDS AT 16" O.C. WITH 3/4" PLYWOOD BLOCKING ON TOP. S-4" '— CONT. SEALANT TYP. 6- V-5i„ ENTRY CORNICE =1-0„ 3'-0" PREF04tSHED METAL COP WITH CONT. HOOK STRIP 2x WOOD BLOCKING CONT. SEALANT TYP. ROOFING MEMBRANE ADHERED TO PLYWOOD SLOPE DOWN 1'-1" 6" 1,-5j„ EMPLOYEE ENTRY CORNICE SOFFIT AT ENTRY DOOR V= 1'-0. 1 A" PREFINISHED MET L EDGE COPING WITH CO HOOK STRIP 2x WOOD BLOCKING 1 ROOFING MEMBRANE ADHERED TO PLYWOOD 3/4" PLYWOOD SH THING PREFINISHED METAL EDGE COPING. 3 5/8" METAL STUDS AT 16" O.C. 5/8" DENSGLASS SHEATHING EIFS CORNICE 6" METAL STUDS 1" EIFS EXTEND ROOFING MEMBRANE FLASHING UP BACK OF PARAPET AND OVER TOP OF PLYWOOD TO FACE OF COPING. 1" EIFS OVER 5/8" DENSGLASS SHEATHING SLOPE TOP TO DRAIN 6" METAL STUDS RECESSED LIGHT FIXTURE, SEE PLAN DRIP STEEL BEAM/LINTEL, SEE STRUCT 2" RIGID INSULATION SEALANT, TYP. EACH SIDE TREATED 2x6 WOOD BLOCKING WITH 1/2" PLYWOOD OVER. 5/8" GYP. BD. 1 1/2" RIGID INSULATION METAL STOP SEALANT ALUM. STOREFRONT WITH DEFLECTION TRACK ALUM. DOOR CONCRETE STOOP, SEE STRUCT. WEATHERSTRIP SWEEP Q1 IN FULL BED OF SEALANT. 1" RIGID INSULATION CONCRETE FLOOR SLAB, SEE STRUCT. GRANULAR FILL, SEE STRUCT. 20 MIL VAPOR BARRIER 2" RIGID INSULATION CMU FOUNDATION WALL, SEE STRUCT. VOID BELOW SLAB, SEE STRUCT 7 1'-0" I v BEAM ENCLOSURE 1 1/2" = 1'-0" EIFS AT CMU WALL NOTE: WRAP 6 MIL POLY VAPOR BARRIER OVER TYP. OF EXT. WALL GYP. BD. AROUND 1 1/2" METAL STUDS TO DECK ABOVE NOTE: DO NOT ATTACH BEAM ENCLOSURE TO EXTERIOR WALL TO ACCOMODATE DEFLECTION. NOTE: SEE 1/A6 FOR TYPICAL CAP FLASHING NOTES. _1/2" PLYWOOD SHEATHING SEAL TO DECK �5/8" GYP. BD -STEEL BEAM, SEE STRUCTURAL 1 1/2" METAL STUDS FURRING --METAL STOP �5/8" GYP. BD. STEEL COL. BEYOND )ENSGLASS AL STUDS WITH 6" BATT TION, R-19 YPE X GYP. BD. OVER 6 ILY VAPOR BARRIER EALER LAR BASE, SEE STRUCT POLY VAPOR BARRIER ID INSULATION SOLID 4U FOUNDATION WALL, SEE J11\V\il 1" EIFS OVER 5/8" DENSGLASS ON 6" METAL STUDS WITH 5/8" GYP. BD. CONT. ROD AND SEALANT SMOOTH FACE INTEGRAL COLOR CMU WALL CONSTRUCTION WITH FLAT END ROCK FACE INTEGRAL COLOR END AT PIER. FILL CAVITY WITH BATT INSULATION. �1 5/8" GYP. BD. OVER VAPOR BARRIER AND FURRING CHANNELS WITH RIGID INSULATION "'•' "TOREFRONT SYSTEM /E INTREGRAL COLOR AND PIERS r� LJ WCL ASSOCIATES, INC. ARCHITECTS INTERIORS I. AE Mom 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX- 952 541-9554 952 541 9969 MAMAC PROPERTIES LLC 8189 CENTURY BLVD. CHANHASSEN,MN ri \J OFFICE BUILDING AND MANUFACTURING I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE NAME DAVE CLARK REGISTRATION • 74,889 PRINT HISTORY DATE PERMIT 07-12-2007 REVISION 01 08-15-2007 DETAILS SCALE, AS NOTED PROJECT 2007.41 DRAWN RAS w CHECKED PDA II'Ya'\1` 6 w 10 0 J 0 W Of 0 04 NOTE: PROVIDE SMOOTH INTEGRAL COLOR CMU BEHIND DOCK SEALS CMU WALL CONSTRUCTION DOCK SEAL — HEAD. STEEL LINTEL, SEE STRUCT. TREATED WOOD BLOCKING T.O. OPENING 110'-0" WEATHERSTRIPING OH DOOR AND TRACK. OVERHEAD 1-1/2• = 1'-0" HEAD NOTE: PROVIDE SMOOTH INTEGRAL COLOR CMU BEHIND DOCK SEALS CMU WALL CONSTRUCTION DOCK SEAL. SEAL, TYPICAL TREATED WOOD BLOCKING CONT. 1/4" STEEL BENT PLATE. DOOR — OVERLAP JAMB 1". WEATHERSTRIPING OVERHEAD DOORJAMB PLAN SCALE: 1/2" = 1'—O" ROOFS 1-112' - 1' 0" NALL CONSTRUCTION. INSULATION 1/2" PER 12" )OWN TOWARD DRAIN HEAD. CONT. SEALAN� 8" X 16, SCUPPER, TYP. MAX. 2" onnr nRAN, SEE MECH. ABOVE ROOF DRAIN OR MEMBRANE MAIN SCUPPER 1 ROOF INSULATION DOWN SEE ELEV. JERFLOW SCUPPER TO RAIN. CONT. SEALANT AMP, SEE MECHANICAL. TER LEADER, SEE MECH. DRAIN SIM. BOLLARD 9'-0" 6" 0 D STEEL PIPE FILLED WITH L'\ TRASH ENCLOSURE 1-1/2" - 1'-0" J/1 O. = 1'-D" NOTE: NOTE: 81, STAIR SUPPLIER TO BE ALL WELDS TO BE 3 1/2 RESPONSIBLE FOR ACTUAL STAIR GROUND SMOOOTH STRUCTURAL DESIGN AND ALL METAL TO BE CONFORMANCE TO ALL PRIMED AND PAINTED. APPLICABLE CODES. BALLASTED SINGLE PLY MEMBRANE ROOF SYSTEM. 119 3" ROOF HATCH 2'-6"x4'-6" W/ zil INTEGRAL CURB & FLASHING �pol N1 o N rl y�l T.O. DECK_ 117'-8"t VARIES r (FEILD VERIFY) 1--1 3/4" "DENS —DECK" COVER BOARD OVER ROOF INSULATION AND UNDERNEATH ROOF MEMBRANE. 24" WIDE AROUND OPEN AREA OF ROOF. STEEL ANGLE SUPPORT SEE STRUCTURAL a/e° = r-0^ NOTE: ALL WELDS TO BE GROUND SMOOOTH —1 1/2" O.D. STEEL PIPE ALL METAL TO BE RAIL BY MISC. METAL PRIMED AND PAINTED. CONTRACTOR. GRIND ALL WELDS SMOOTH PRIME. —STL CHANNEL STRINGERS W/ 24" WIDE TREADS — GRIP STRUT OR APPD. EQUAL — BY MISC METALS CONTR. PRIME. Al —DOOR BEHIND 00 III I in —FLOOR SINK BEHIND n CLIP ANGLE — BY MISC I METALS ATTACH TO FLOOR WITH 1/2" ANCHOR BOLTS. Phu TRASH ENCLOSURE 3/6" = V-0" AILS 7 CONCRETE EMBEDDED 60", ROUND TOP TO DRAIN. 8" ROCK —FACE INTEGRAL C R CMU WALL CONSTRUCTIO CM3. ;EDAR GATE, STAIN. i" CONCRETE SLAB AT TRASH " _NCLOSURE, SEE SHEET AS1. 2" ROCK —FACE INTEGRAL :OLOR CMU WALL ;ONSTRUCTION _112" - 1' 0" 74" 1'-11" a CONT. SEALANT _1-1 .,. a Q s UV LlJ11\U, I lr. METAL STAIR AT TRUCK DOCK SINGLE —PLY MEMBRANE WALL FLASHING, SET IN BONDING ADHESIVE (BY MANUF) SINGLE PLY MEMBRANE FLASHING FULLY WELDED (MANUF. STANDARD WELD). FASTENERS PER MANUF. RECOMMENDATION METAL SCUPPER (PROVIDED BY ROOF MANUF.) BALLASTED SINGLE PLY. MEMBRANE ROOF SYSTEM. CUT BLOCK AS REQUIRED OR AS ALT., POUR SOLID. IF POURED CONCRETE IS USED, EXTEND LIP OF SCUPPER DOWN TO BLOCK COURSE. 5'-0" 3/8" = 1'-0" 3/16" METAL SLIDE BOLT 1 1/2" NOTE: SUPPORT PLATE, THRU BOLT TO STAIR SUPPLIER TO BE RESPONSIBLE FOR GATE (BLOCKING BEHIND AS DESIGN AND FABRICATION OF STAIRS AND RAILS REQ'D.) TO MEET ALL APPLICABLE AND LOCALLY ENFORCED CODES REGARDING DESIGN, LOADING 1/2" STEEL SLIDE BOLT WITH DETAILS AND FABRICATION. STOP PIN SECTION AT HANDRAIL 1'-0" 1/4" LOCK HASP PLATE (1 1/2" OPEN GRATE LANDING AND TREADS, WITH 1"3j" LONG) WITH 1/2" HOLE, WELD CLOSED CHECKER PLATE RISERS. TO SUPPORT PLATE. 1 1/2" GUARDRAIL 0 3'-6" HIGH 5/8" I.D. SLIDE BOLT SUPPORT 1 1/2" VERTICAL POST, 6'-0" WELDED TO SUPPORT PLATE. APART MAX. 1 Q SLIDE BOLT DETAIL 1" VERTICAL SUPPORTS, 4 O 7/8" APART MAX. 1 ---1/2" STEEL CANE BOLT WITH 1 1/2"" HANDRAIL ® r STOP PIN AND REST PIN. 2'-10" HIGH _3/16" METAL SLIDE BOLT SUPPORT PLATE, WELD TO GATE FRAME (LOCATE ON REAR FACE r< �OF GATE) cI 5/8" I.D. CANE BOLT SUPPORT "' o Lj WELDED TO SUPPORT PLATE. �1/4" PIN REST PLATE, WELD TO I `� ill'1" NOSING SUPPORT PLATE. MIN I.D. STEEL PIPE WITH 1 °_ 1 1 " STEEL SUPPORT POSTS, DRAINAGE GRAVEL BELOW FABRICATOR TO DETERMINE SIZE. CONC. PIER I I 12" STEEL CHANNEL STRINGERS AT EACH SIDE. CANE BOLT DETAIL FOOTING, SEE CLIP ANGLE WELDED TO STRINGER AND STRUCTURAL I BOLTED TO CONC. PIER SECTION AT METAL STAIR D. STEEL PIPE FILLED WITH RETE EMBEDDED 60", D TOP TO DRAIN. )UARE TUBE DOOR FRAMING 1" TUBE CROSS BRACING, TO HINGE 6" I.D. STEEL COLLAR WITH ARM TO GATE. iE (ZERK) FITTING ON REAR >. STEEL COLLAR WELDED PE COLUMN. LOUGH CUT CEDAR DECKING 1x4 TRIM, STAIN BOLT, SEE 10/A6.1 BOLT, SEE 10/A6.1 FLASHING @ ROOF HA 1-1/2' = P-0^ HATCH W/ 2'-6"x4'-6" NG & INSUL CURB W/ RAL CAP FLASHING ING MEMBRANE MEMBRANE OPENING FRAME ANGLE ;TRUC FOR SIZE x 1/4 xO'-4" CLIP L'S 1 /2"x 3/4 " BOLT SLOT. TO SHIP'S LADDER BOLT TO FRAMING W/ 5/8 OLT ® TOP OF SLOT LADDER, SEE 13/A6.1 METAL FLASHING OVER 20 MIL PLASTIC BASE FLASHING PREFABRICATED ROOF CURB BY EQUIPMENT SUPPLIER MEMBRANE ROOFING SYSTEM. INSTALL AS PER MANUF. � 0 SPECIFICATIONS. O 00 BLOCKING AS REQUIRED ROOF STRUCTURE — SEE STRUCTURAL. STL. ANGLE AT PERIMETER OF OPENING FIELD WELD TO JOISTS. SEE STRUCTURAL MECHANICAL ROOF TOP CURB DETAIL XV-0. N TYP. METAL STUD WALL TO ROOF DECK 1-1/2' = 1'-0" PIER CAP 1 1/2" = P-0' MEMBRANE ROOFING & INSULATION SYSTEM METAL ROOF DECK FILL SPACE BETWEEN DECK AND STUD TRACKS WITH INSULATION 16 GA. DEEP LEG RUNNER FASTEN TO ROOF DECK AT 24" O.C. MAX. ALLOW FOR 1-1/2" ROOF DEFLECTION. 20 GA. 3 1/2 CHANNEL RUNNER DO NOT FASTEN TO 16 GA. RUNNER ALLOW FREE VERTICAL MOVEMENT OF ROOF. 12" DECORATIVE INTEGRAL COLOR CMU ACCENT BAND r� LJ WCL ASSOCIATES, INC. ARCHITECTS INTERIORS r� LJ 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX- 952 541-9554 952 541 9969 MAMAC PROPERTIES LLC 8189 CENTURY BLVD. CHANHASSEN,MN 1� J OFFICE BUILDING AND MANUFACTURING I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE - NAME• DAVE CLARK REGISTRATION 14,883 PRINT HISTORY DATE SEALANT, TYP. PERMIT 07-12-2007 REVISION 01 08-15-2007 PREFINISHED METAL FLASHING SET IN CONT. SEALANT. 4" DECORATIVE INTEGRAL COLOR SILL BLOCK 8" HIGH. 4" DECORATIVE INTEGRAL COLOR DETAILS CMU PIER/ VENEER. 12" SMOOTH CMU WALL. SCALE, AS NOTED PROJECT 2007.41 DRAWN RAS A6.1 CHECKED PDA 0 CS 1 I x 979.0 \` " x 9714 ��..�� \� X A72.4 3.1 Ma- aaaa, 980 NEW* Man R E-•- y `"`• IK 975.z _.. _..... .... ....... .... __...._.... ..... 1 mww. .. ... ..............-- R V.. .. TY _.. I N, r i--; : �...�, aaa� _�. w _. �. ....... .........„�......_,_ ._....._.�.. ... ...... ._.. ...-_ .... .... .,.r......,_ ,�. .......... .. 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""" .-.....,.. .,. - _ ....,...... __ Wr, „"..,,' ..r / // // _ fir' ,~C>'.,.%." „� •r „ ,,.,,. y'7V;5 " .+.., ,�� `",,,~ `-,,, \._ ...............,... 'y",.." "r'" "/ / ! i9`741. `. `\, ,-_ ... .... .............. _. ,_.. _..... •, '•-"~ ,,,,,, ✓r ,y �,,, �,/ G} m,,:,......_ ,,.,2'E`'• ', ,.,,D 1� �•yl,g'-I`:.0 �``` '`\, �" ;_. ....... __ _._. ~.....' ~,,, ✓,,,,. �,,. `j Fy,r,'-R''i'--97oi:' �`♦ e9?.3.9 r,..-m'"7£,.3€ o ',,� \ `y. a... ..,."' .,r^ ram,/ 'l�'ei ✓' r ,,, n "., -,.., A, i :1 \ _ qr37d.T\` € 1al %G z °r J "6s 'S'7.9 t \ -' _..,~ -•-- ~ .d'"'X ,,•i- C i=!%c•, r 1D"4\ U 2 77.3 �� Eta r " \ i0 2}Ij j i ..............._____.-'t�--•--...F•D.�i.`-.-.. C,Y).. f •� T •l",..-� �9i b 2 ,•r.,..+r �,,,..-.,�'� . 'x. '3,:�- ` . f f t� . �y� '_ 4� i - 9:17.4 ? i 4 977.4 z�.'u1r .,. \ x•975,u \ _ / ? J}' 016 fX 3r f.6 STATE LAW: 48 HOUIRS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL (651) 454-0002 FOR FIELD LOCATION ,A OF UNDERGROUND UNUTY LINES. (THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE UNES.) 97P.0 THE LOCATIONS OF UNDiRGROUND UTILITIES ARE SHOWN IN AM APPROXIMATE WAY ONLY AND HAVE NOT BEEN 6r 2 N D \ S.TR E E\ ��'x j 70 INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK. \ 5 SCALE: 1 " = 30' KEYED NOTES: LEGEND: (PROPOSED SYSTEM) ® CATCHBASIN MANHOLE FLARED END SECTION 35.2 SPOT ELEVATION 735 CONTOUR ELEVATION - EE----E E- PROPOSED STORM SEWER PROPOSED SANITARY SEWER E-F- -- SILT FENCE �2 KEYED NOTE KEYED NOTES ARE DENOTED BY 0 ON PLANS El SILT FENCE. �2 ROCK CONSTRUCTION ENTRANCE. 1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND GEOTECHNICAL REPORT, AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. 2. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY SCHOELL AND MADSON. 3. SEE GEOTECHNICAL REPORT FOR SUBSURFACE INVESTIGATION INFORMATION AND LOCATIONS OF SOIL BORINGS NOT SHOWN ON THE DRAWINGS. 4. COORDINATE ANY SHUTDOWN OF UTIUTY SERVICES WITH THE PROPERTY OWNER, ARCHITECT, AND PRIVATE UTIUTY OWNER. 5, REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. 6. THE CONTRACTOR IS RESPONSIBLE F. OBTAINING ALL REQUIRED PERMITS PRIOR TO BEGINNING WORK. 7. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE DEMOLITION PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. B. SEE ARCHITECTURAL PLANS FOR SITE LAYOUT. 9. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED GRADE. 10. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). 11. PROVIDE POSITIVE DRAINAGE AWAY FIOM BUILDINGS AT ALL TIMES. 12. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. TROL NOTES: 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED SEDIMENT DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE CAPACITY OF THE DEVICE. REPLACE DETERIORATED OR DAMAGED EROSION CONTROL DEVICES WITHIN 24 HOURS. 3. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. 4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. 5. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH -GRADED, AND ALL DISTURBED AREAS IN WHICH GRADING OR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. REPAIR ERODED AREAS IMMEDIATELY. 6. LOCATE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A DOWNSLOPE DRAINAGE LENGTH OF NO LZSS THAN 25 FEET FROM THE TOE OF THE PILE TO A ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABIUZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT FENCE BARRIERS AROUND THE PILES. 7. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTLINED IN THE BEST MANAGEMENT PRACTICES HANDBOOK: "PROTECTING WATER QUALITY IN URBAN AREAS," PUBUSHED BY THE MINNESOTA POLLUTION CONTROL AGENCY. B. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE PERMANENTLY ESTABLISHED. COORDINATE REMOVAL WITH PERMANENT RESTORATION OF ALL AREAS OCCUPIED BY TEMPORARY DEVICES. 9. INSTALL SILTSACK EROSION CONTROL AT ALL NEW CATCHBASINS. 10. EROSION CONTROL PLAN, AS WELL AS THE WEEKLY AND POST RAINFALL EVENT INSPECTION REPORTS TO BE KEPT IN THE ON -SITE JOB TRAILER. 11. ADDITIONAL ROCK TO BE BROUGHT IN SHOULD ROCK ENTRANCES BECOME SOIL LADEN. 12. ALL STORM SEWER CATCH BASINS TO BE PROTECTED FROM SEDIMENT DEPOSITION WITH AN APPROVED CITY DEVICE SUCH AS THE R:.`'YAL INFRASAFE COLLECTION DEVICE. 13. SEE LANDSCAPE PLAN FOR REVEGETATION SPECIFICATIONS. 14. SEE GENERAL EROSION CONTROL NOTES #1-8 FOR EROSION CONTROL IMPLEMENTATION SCHEDULE. MAMAC SYSTEMS CHANHASSEN, MN 621 Lilac Drive North Minneapolis, MN 554224609 Fax (6) 5296 - 6 � Fax 763 52i1666 w .cloth-ensxcra Ma Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Wayzata MN 55391 www.mohagenhoneen.com I HEREBY CERTIFY THAT THIS PUN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: - TYPED OR PRIMED NAME: DATE REG. NO. THE ENGINEER SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESMPnON DATE CrrY SUBMITTAL 4KV07 PROJECT NUMBER: (CWtKC07003) DRAWN BY: TUA CHECKED BY: AJP DATE: 4/L3/07 COMPUTER DIRECTORY: C07003/MAMAC GRADING, DRAINAGE AND EROSION - CONTROL PLAN CITY SUBMITTAL N (1) C 1 00 ' i 1 �! / � I I ,t \ � ~` �'ti � �`' ,� � ``4 „y � '`� ,,,,, ••.., .,,Y „•... '^^,.. w ~ '•'+,i ""* yy "•w "�""` "4.. ..� '� fr ' +w l ... •� lxil i #• r�.a..�a..� • �, L �. �...�. �...�4 .� �. • �, �• . i..�...a�•..�.a..�.. ...�. � �Y.�� , � a..� •...�.�• a..`•"'+�aR,^i ...�...�..� �. " • � �• �� ►Y� �. �/fi.,• r: I x .� ... �, ........... '• ._.....�.................. _ � `� __........... _ � _ ._ .............. _ Z.` , .............. >.. � q r 3 1 _ _ ........ ......- ............... - _ �[ ................ 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I I I � , ,�,+.% � 'tit 4 i 1 `y �,�J t,`' � I 1 ' ", r'�.- ��,r r,.r•'.1.r 1 r, 1 y I�)It 111� IIIIIII I1itrtr 1 ,r I 1111! 11 i I � Ili,r� 111111'� !.I lj;il rrN III►IIT�I,'I�►j�� i �l ,lr) 1II,i;1:?I�, l,tJrY/ l; t V i , .)/ t A � f1i��r` r••- fit..._--'i ,."'t ;f``ll -__', • €\�IIIIII+I'Os _EDGE OF ICE f/ "„� \ \, �M1 . _ `r..,. "^,. r'^ ! / / / / � """' � „✓ ✓ � P:."%Z1 '.�:.p�r, •: Y �Ai\ \ ""•�..y `, +.,,, .,.,.,. .,,.,,, '•+.,^M1"� `^` ......."._..._ .,.._�................. f ~yY ,/.n/,f j j /! .,'...+'�`'/,'// r. M'....•OF sR-E `; \ i�ty � .,�'~� `4` .,,.... �' ,,...., ....... ........CAS%i'3""........ ...._ ...... •• '"" "•^"' ...... r. •rr� •,,. r / / .... ✓-- \ l I I ..............� T • s,aar •'ra. ."�'wr�r.,a..r ..� . �...r.YV . •.•". ...... i SCALE: 1 " = 30' 30 15 0 30 50 LEGEND: (PROPOSED SYSTEM) ® CATCHBASIN G MANHOLE ► FLARED END SECTION �E---EE- STORM SEWER -�� SANITARY SEWER -i---H- WATER SERVICE 1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND GEOTECHNICAL REPORT, AND ADDTIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. 2. ALL EXISTING CONDITIONS TAKEN FROM SURVEY BY SCHOELL AND MADSON INC. 3. REFERENCE MECHANICAL AND [L�_bTRICAL PLANS FOR COORDINATION OR CONNECTION TO BUILDING SERVICES. 4. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATERMAIN, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 5. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 8 FEET OF COVER. 6. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND TOP OF WATERMAIN. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. 7. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES, REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL JOINTS). VERIFY JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY. 8. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, GATE VALVES AND OTHER APPURTENANCES SHOWN ON THE DRAWINGS AND DETAILS, AND AS REQUIRED FOR A COMPLETE INSTALLATION. VERIFY INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY REQUIREMENTS. 9. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 UNLESS OTHERWISE NOTED. 10. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA DEPARTMENT OF HEALTH PLUMBING CODE REQUIREMENTS. VERIFY WITH LOCAL GOVERNING AUTHORITY. 11. ALL CATCHBASINS SHALL HAVE NEENAH R3067. MANHOLE SHALL HAVE NEENAH R1642 SOLID LID CASTING. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL (651) 454-0002 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. (THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES.) THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK. MAMAC SYSTEMS CHANHASSEN, MN 621 Lilac Drive Nortb 5' Mimeapolia, MN 554224609 (763)545-9196 y`p Fax (763) 525-1666 ...Y'•;:.<„«<::.,.s,<,.,vo. ;.i..,..�.o..;e<::.., www.clerk-cag.com OIOA!lIICIO C011PORATM Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Wayzata MN 55391 ormmohagenharmn.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: TYPED OR PRINTED NAME: DATE REG. NO. THE ENGINEER SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DDESCFIpP�T�IONN �/��D/A•TE CITY JV1B&417TAL 7I WV/ PROJECT NUMBER: (CLARKCA700.3) DRAWN BY: TL I CHECKED BY: MP DATE: 4/13/07 COMPUTER DIRECTORY: C07003/MAMAC UTILITY PLAN CITY SUBMITTAL N (1) C 2 4, O MULCHED PLANTING AREA - '.1 Kr MUVL Ir(LL AS REQUIRED -.-.-.- -of-.-.-.-.-.-.-.-._.-.-.-.-.-._.-.-.-.-.-...- f _CDPROPERTY LINE cnn MULCHED o PLANTING AREA 18'-0" 26'-0" 18'-0" 0 20'-0" 60'-0" 23'-0" L 18'-0" L 46'-0' o � I i 0 0 7 s7 s 210'-0" O ss REMOVE TREE SOD AS REQUIRED I SOD EXIST. TREE POTENTIAL 16,800 TO BE REMOVED I FUTURE EXPANSION CD MULCHED PLANTING AREA 18'-0" 26'-0" 18'-0' I EXIST. TREE TO BE REMOVED I z SS z e F - - MULCHED PLANTING AREA 7 PLANTING AREA NEW 35,000 SF BUILDING o EL. 975.5' 00 EXIST. TREE 2 TO BE REMOVED _ EXIST. TREE - TO BE REMOVED PO 8'-0" 26'-0" 18'-0" 163'-4' SGJ PLANTINGLAREA & 66 6 i 9 � MULCHED PLANTING AREA TOTAL PARKING STALLS: 86 N SOD 7 0 M {9'45'54"W SITE/ LANDSCAPE PLAN 1" = 30'-0" 2 SITE MAP A1A NTS TRASH ENCLOSURE MULCHED O PLANTING AREA SOD 7 Z O c a to , �N791'19»w ' 192.30 ' 1 , EDGE OF TREELINE M SOD SOD 7 LANDSCAPE GENERAL NOTES 1. LANDSCAPE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID TO BECOME COMPLETELY FAMILIAR WITH SITE CONDITIONS, 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES, CONDUITS, WIRES, ETC. ON THE PROPERTY. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN IMMEDIATE AREA. 4, TOPSOIL FOR ALL LAWN AREAS TO BE FURNISHED AND INSTALLED BY GC. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADING PRIOR TO SEEDING OR SODDING OPERATIONS, 5. ALL PLANTS SHALL BE OF SPECIMEN QUALITY, AND APPROVED BY LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION, PLANTS SHALL HAVE NORMAL, WELL -DEVELOPED BRANCH SYSTEMS, A VIGOROUS FIBROUS ROOT SYSTEM; THEY SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUNSCALD INJURIES, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. ALL PLANTS SHALL BE NURSERY GROWN. 6. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 7. THE LANDSCAPE CONTRACTOR SHALL REPLACE AT NO CHARGE, ANY TREE,SHRUB, EVERGREEN, OR GROUNDCOVER WHICH FAILS TO LIVE THROUGH THE FIRST CALENDAR YEAR FROM THE TIME OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND THE OWNER. ALL PLANTS SHALL BE ALIVE AND IN NORMAL SATISFACTORY GROWING CONDITIONS AT THE END OF THE GUARANTEE PERIOD. B. THREE INCH DEEP SHREDDED HARDWOOD BARK MULCH WILL BE INSTALLED UNDER ALL TREES AND SHRUBS THAT ARE ISOLATED FROM GROUND COVER AREAS AND GENERAL SHRUB MASSES. 9. WRAPPING MATERIAL SHALL BE FIRST QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. TREES SHALL BE WRAPPED PRIOR TO 12/1 AND REMOVED AFTER 5/1. 10. TREE GUYING IN ALL AREAS SHALL BE OPTIONAL. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TREES IN A STRAIGHT UPRIGHT CONDITION FOR A PERIOD OF TWELVE MONTHS FOLLOWING INSTALLATION. 11. ALL SHRUB BEDS TO BE MULCHED WITH 1.5" WASHED RIVER ROCK PLACED TO A THREE INCH DEPTH OVER WEED CONTROL FABRIC. 12. ALL MAINTENANCE EDGER SHALL BE COBRA VINYL EDGING. 13, ALL SOD SUPPLIED SHALL BE OF THE HIGHEST QUALITY CULTURED SOD AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FIRST WATERING OF ALL FRESHLY SODDED LAWN AREAS. AFTER THE FIRST WATERING THE OWNER TAKES FULL RESPONSIBILITY FOR SOD. 14.ALL SODDED AND PLANTING AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM, IRRIGATION CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A DESIGN FOR IMPROVEMENTS TO IRRIGATION SYSTEM. TREE PLANTING NOTES 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS NECESSARY. 3. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 4. PLANT SHALL BE PLACED IN PLANTING HOLE WHT BURLAP AND WIRE BASKET, IF USED, INTACT. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL SPECIFIED 6. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS, THEN CONSTRUCT 3" DEPTH WATERING BASIN. 7. WATER THOROUGHLY WITHIN 2 HOURS, 8, PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE, 9. BIODEGRADABLE TWINE MAY BE LEFT ON AS SUPPORT BETWEEN THE ROOT BALL AND ROOT COLLAR. USE OF NONBIODEGRADABLE TWINE SHALL NOT BE PERMITTED. EDGE OF TREELINE TABULATION BOX PARCEL AREA 215,986 SF NUMBER OF EMPLOYEES 65 4.96 ACRES (AT PEAK SHIFT) BUILDING AREA 35,000 SF 1; : PARKING REQUIRED 7,000 OFFICE/200=35+50 ADDITION AREA 16,800 SF MANUFACTURING EMPLOYEES=85 % OF BUILDING COVERAGE 24% PARKING PROVIDED 86 INCL. 4 ACCESSIBLE PARKING AREA 60,778 SF SIDEWALK/OTHER IMPERVIOUS AREA 1,676 SF BUILDING HEIGHT 18'-0" % OF PARKING AREA 28% NUMBER OF STORIES 1 % OF TOTAL IMPERVIOUS AREA 53% OFFICE AREA 7,000 SF (INCL BUILDING W/ ADDITION) MANUFACTURING AREA 28,000 SF POTENTIAL FUTURE 16,800 SF % GREENSPACE 47% MANUFACTURING AREA EXISTING CANOPY COVERAGE AREA AS CALCULATED IN THE PRELIMINARY PLAT IS NOT AFFECTED. ISOLATED TREES REMOVED FOR THIS PROJECT WERE NOT INCLUDED IN THE CANOPY COVERAGE AREA CALCULATIONS INCLUDED IN THE PLAT EXISTING CANOPY TO 46,313 SF REMAIN AREA % OF SITE CANOPY TO REMAIN 21% PLANTING PLAN SCHEDULE SYMBOL KEY CITY SRE ROOT COMMON NAME SCIENTIFIC NAME COMMENTS SS 13 2.5"-Cal. CONT. SPRING SNOW CRABAPPLE MALUS X HYBRIDS STRAIGHT LEADER LIN 8 3"-Cal B&B AMERICAN LINDEN TILIA AMERICANA STRAIGHT LEADER ( SGJ 24 24" CONT SEA GREEN JUNIPER JUNIPERUS CHINENSIS SINGLE STRAIGHT LEADER O MP 36 24" CONT MCKAYS WHITE POTENTILLA POTENTILLA FRUTICOSA PLANT 4'-0" O.C. N HO 136 8" CONT VARIGATED HOSTA ALSO MARGINATA SITE NOTES 1. CONSTRUCTION LIMITS SHALL BE AS SHOWN ON THE DRAWINGS WITH THE FOLLOWING EXCEPTIONS: A) ALL DAMAGE DONE TO PRIVATE PROPERTY OUTSIDE THE CONSTRUCTION LIMITS SHALL BE REPAIRED TO THE CONDITIONS BEFORE DAMAGE WAS DONE. B) ALL DAMAGE DONE TO OR CHANGES MADE ON CITY STREETS, CURBS, GUTTERS OR UTILITIES SHALL BE REPAIRED OR COMPLETED TO MEET ALL CITY REQUIREMENTS. C) ACCESS TO UTILITY LINES OUTSIDE THE CONSTRUCTION LIMITS ARE TO BE DETERMINED BY THE APPROPRIATE SUBCONTRACTOR. NOTES 1-A AND 1-8 SHALL BE CONSIDERED WHEN MAKING THE SELECTION OF UTILITY CONNECTION LOCATION, IF DIFFERENT FROM THAT SHOWN ON THE PLANS OR IF NO LOCATION IS SHOWN ON PLANS. 2. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY LOCATION OF AND COORDINATION OF SHUT -OFFS, CUT-OFFS OR RECONNECTION OF UTILITIES WHERE REQUIRED FOR DEMOLITION OF EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED TO COMPLETE THE WORK. 3. SIDEWALKS ON THE PROPERTY, UNLESS OTHERWISE NOTED, ARE 4 INCH THICK CONCRETE ON 4 INCH GRAVEL BASE WITH 6X6-W1,4XW1.4 WWF. LOCATE 1/2 INCH EXPANSION JOINTS AT ALL INTERSECTIONS AND AS REQUIRED TO MAINTAIN LENGTHS NO GREATER THAN 50 FEET WITHOUT EXPANSION JOINTS. GENERALLY, PROVIDE A SQUARE PATTERN OF TOOLED OR SAWN CONTROL JOINTS IN ALL SIDEWALKS. SEE GENERAL CONCRETE NOTES FOR FURTHER INFORMATION ON CONTROL JOINTS. 4. REMOVE ALL BIODEGRADABLE MATERIAL FROM THE SITE AND DISPOSE OF SUCH MATERIAL IN A MANNER WHICH MEETS ALL GOVERNMENTAL REGULATIONS. 5. CLEAN RUBBLE FROM DEMOLITION MAY BE BURIED ON SITE WITH A MINIMUM OF 2 FEET OF COVER, IF FINAL GRADES, ELEVATIONS AND LOCAL REGULATIONS PERMIT. 6. SUBJECT TO REVIEW AND APPROVAL OF THE CITY ENGINEER, IF REQUIRED. IN GENERAL, THE PLAN SHALL DIRECT SURFACE WATER AWAY FROM ADJOINING PROPERTY TO THE STORM DRAINAGE SYSTEM. DO NOT DAMAGE OR CUT LEADER FASTEN TRUNK TO STAKES WITH TREE RING, OR 3.6mm (9 GA.) GALVANIZED WIRE IN 13mmO PLASTIC HOSE 1 2 T-RAIL IRON STAKES, 38x38x5mm 2500mm LONG, LOCATE STAKES 200mm AWAY FROM TREE TRUNK, WITH ONE ON SIDE OF PREVAILING WINDS a CROWN OF ROOT BALL SHALL BEAR SAME RELATION TO 0 FINISHED GRADE AS IT DID TO PREVIOUS GRADE MULCH CREATE SAUCER AROUND TREE 100 FINISHED GRADE CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL B & B ROOT BALL COMPACTED TOPSOIL MIX AS SPECIFIED BELOW EXISTING SUB -GRADE SCARIFY PIT BOTTOM (MINIMUM 150mm) SPECIFICATIONS: 1, DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 2. WATER THOROUGHLY AFTER INSTALLATION. 3. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 4. PROVIDE DRAINAGE FOR PLANTING PIT IF IN IMPERMEABLE SOIL. 5. TOPSOIL MIX, SEE SPEC. CONIFEROUS TREE DETAIL N.T.S. 13mmO BLACK PLASTIC HOSE 4 0 3mm (NO.11 GA.) GALV, WIRE, COIL ENLARGED DETAIL EACH END TIGHTLY TRIM BRANCHES TO REMAIN NATURAL FORM OF TREE USE APPROVED TREE DRESSING ON ALL ROOT AND BRANCH CUTS ?� OVER 13mmO. WRAP TRUNKS GREATER THAN 60mm CALIPER WITH BURLAP 2 T-BARS 40x4Ox5x240Omm LONG MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT MULCH CREATE SAUCER AROUND TREE FINISHED GRADE CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL B & B ROOT BALL COMPACTED TOPSOIL MIX AS SPECIFIED BELOW SPECIFICATIONS: EXISTING SUB -GRADE 1. TOPSOIL MIX, SEE SPEC. SCARIFY PIT BOTTOM (MINIMUM 150mm) 2. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 3. WATER THOROUGHLY AFTER INSTALLATION. 4. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 5. PROVIDE DRAINAGE FOR PLANTING PIT IN IMPERMEABLE SOIL. 6. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. rT� DECIDUOUS TREE DETAIL N.T.S. CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR WEAK BRANCHES FINISHED GRADE AROUND PLANT TO BE THE SAME AS ORIGINAL GRADE OF PLANT IN POT MULCH CREATE SAUCER AROUND SHRUB :D GRADE CAREFULLY REMOVE TOP 1/3 OF BURLAP OR CONTAINER (IF CONTAINER IS NON -ORGANIC, REMOVE COMPLETELY) CUT SEVERAL SLITS IN ORGANIC CONTAINER TO FACILITATE ROOT PENETRATION. REMOVE BOTTOM COMPLETELY BALLED & BURLAPPED, OR CONTAINER SCARIFY PIT BOTTOM (MINIMUM 150mm) NOTES: 1. TOPSOIL MIX, SEE SPEC, 2. WATER THOROUGHLY AFTER INSTALLATION, 3, EXCAVATE ENTIRE SHRUB BED AS SHOWN ON PROJECT DRAWINGS "4N\ POTTED SHRUB DETAIL N.T.S. MAMAC SYSTEMS CENTURY BLVD. CHANHASSEN, MN Mohagen Hansen Architectural Group 1000 Twelve Oaks Center Dr. Tel 952,426.7400 Suite 200 Fax 952.426.7440 Wegato MN 55391 www.wdxWhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/13/2007 PROJECT NUMBER: 07057.0 MMC DRAWN BY: SRP CHECKED BY: TEM DATE: 4/13/2007 COMPUTER DIRECTORY: k\Jobs\mamac ARCHITECTURAL SITE PLAN & LANDSCAPE PLAN LN Y SUBMITTAL A1.0 FLOOR PLAN AZOJ 3/32" = l'—O" MAMAC SYSTEMS CENTURY BLVD. CHANHASSEN, MN Mohagen Hansen Architectural Mo Group 10DO Trent Oda Center Dr. Tel 952.426.7400 Sere 200 Fax 95L425.7440 Wyz(h MN 55MI rrrxdmgmbmm.mn I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/13/2007 PROJECT NUMBER: 07057.0 MMC DRAWN BY: SRP CHECKED BY: TEM DATE: 4/13/2007 COMPUTER DIRECTORY: IdjobsUmm FLOOR PLAN CITY SUBMITTAL N (1) A2e0 T.O. PARA 118 -0 FIN. FLR. 100 -0 r SOUTH ELEVATION /iio 3/16" = 1'-0" EAST ELEVATION 3/16" = 1'-0" DOCK SEALS W/ ROCKFACE CMU �� NORTH ELEVATION _ _ WALLS AND WOODEN GATES / IO) 3/16" = 1'-0" 4 WEST ELEVATION A3.0 3/16" = 1'-0" INTERNALLY LIT 010 2-SIDED SIGN CID co 00 co I N 10'-0" /51 MONUMENT SIGN ern / 1/4„ = 1'-0„ "" TOPING LL BLOCK SCE CMU A. COPING IU SILL BLOCK .K FACE CMU 2� e,,. At 33 2-(' 6 t :, ']GSA( MAMAC SYSTEMS CENTURY BLVD. CHANHASSEN, MN Mohagen Hansen Architectural Group 1000 Twelve Oaks Center Dr. Tel 952.426.7400 Suite 200 Fax 952.426.7440 Wayzata MN 55391 www.mohagenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/13/2007 PROJECT NUMBER: 07057.0 MMC DRAWN BY: SRP CHECKED BY: TEM DATE: 4/13/2007 COMPUTER DIRECTORY: k\Jo 17 mac EXTERIOR ELEVATION CITY SUBMITTAL N (1) A3.0 Y Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott R. Knctsch Joel J.Janrnik Andrea McDowell Pochler Soren M. Mattick John P. Kclly Henry A. Schae(liVr, I11 Alina Schwart, Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-451-5000 Fax 651-452-5550 www.ck-law.com O-7 —1 0 CAMPBELL KNUTSON Professional Association Direct Dial: (651) B4-6112 E-mailAddress: snelson@ck-l".com May 8, 2009 3^l CITY r1 Ms. Jean Steckling 2009 City of Chanhassen 7700 Market Boulevard P.O. Box 147 ENGINEEFIt3 a OEP�o Chanhassen, Minnesota 55317 RE: ARBORETUM BUSINESS PARK Im ADDITION ➢ Miscellaneous Documents Recorded with the Final Plat by Commercial Partners Title, LLC Dear Jean: Enclosed for the City's files please find the following original recorded documents that were file simultaneously with the finial plat of Arboretum Business Park 7`s Addition by Commercial Partners Title, LLC on August 21, 2007: 1) Grant of Easement from Chaska Gateway Partners Limited Partnership recorded as Document No. A470293 (Abstract) and as Document No. T164169 (Torrens) on. 2) Warranty Deed from Chaska Gateway Partners Limited Partnership conveying Outlot A of the final plat to the City recorded as Document No. A470291 (Abstract) and as Document No. T164167 (Torrens). 143) Release of Development Contract from the City recorded as Document No. A470294 (Abstract) and as Document No. T164170 (Torrens). `4) Site Plan Permit #07-10 recorded as Document No. A470299 (Abstract) and as Document No. T164175 (Torrens). -5) Conditional Use Permit #2007-10 recorded as Document No. A470296 (Abstract) and as Document No. T164172 (Torrens). SCI1MNW Ms. Jean Steekling City of Chanhassen May 8, 2009 Page 2 I apologize for the delay in getting these back to you -- they were inadvertently put in our Arboretum Business Park file when we received them back from the title company rather than coming to me to be returned to the City. I just found them today when I was filing something else in the Arboretum Business Park file. Regards, CAWBELL KNUTSON Professional Association B Su an R. Nelson, Legal ssistant SRN:ms Enclosures cc: Alyson Fauske (letter only) Document No. OFFICE OF THE A 4 7 0 2 9 9 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee $ 48.00 Checkld: 159580 Certified Recorded on 08-21-2007 at 03:30 El AM PM II III Ca W an n, Jr. Coun R rder (� CITY OF CHANHASSEN SITE PLAN PERMIT # 07-10 SPECIAL PROVISIONS AGREEMENT dated May 29, 2007, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and MAMAC Properties, LLC, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 51,800 square -foot building to be built in two phases (referred to in this Permit as the "project'). The land is legally described as Lot 1, Block 1, Arboretum Business Park 71s Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 51,800 square -foot office/warehouse building with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast corner of the site for development within the Bluff Creek Corridor on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A —Site Plan prepared by Clark Engineering Corporation dated 04/13/07. Plan B— Grading Plan prepared by Clark Engineering Corporation dated 04/13/07. Plan C—Landscaping Plan prepared by Mohagen Hansen Architectural Group dated 04/13/07. Plan D--Utility Plans prepared by Clark Engineering Corporation dated 04/13/07. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2008. The Developer may, however, request an extension of time from the City. 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. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall fiunish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for vmrru regal aen Ices COMPAT 28628 B 30951 752177 OTH 52629 SCANNED $10,000.00 (boulevard restoration, erosion control, landscaping and street repair). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. 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 certified mail at the following address: MAMAC Properties, LLC Attn: S. Asim Gul 7400 Flying Cloud Drive Minneapolis, MN 55344-3720 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. 7. Other Special Conditions. City Council approves the site plan for a 51,800 square foot, on -story office/warehouse building to be constructed in two phases subject to the following conditions: a. The Developer shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The future building expansion shall continue the same architectural detailing and window treatment as the initial 35,000 square -foot building. c. The Developer shall extend a sidewalk from the building to the trail on Century Boulevard and include pedestrian rumps at all curbs. The monument sign shall be relocated to the north side of the driveway access; and a sidewalk installed on the south side of the driveway access. d. The Developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. 2 e. The Developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources Management Plan. f. The parking lot drive aisles on the eastern and southeastern side of the building shall be reduced to 26 feet. g. The building is required to have an automatic fire extinguishing system. h. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. i. Four (4) accessible parking spaces must be provided. j. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. k. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance requirements. 1. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The remaining area shall be seeded with a native seed mix approved by the City. If necessary, erosion control materials will be required on the seeded areas. in. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. n. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. o. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. p. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. q. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type 1 mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tempe of Slime Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time and area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. r. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of %-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. s. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. t. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. u. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. v. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP. w. The private storm sewer should be realigned so that it will not lie within the footprint for the future expansion. x. The site developer for Lot 1 must remove the curb and gutter at the approved access locations and construct a concrete apron per City Detail Plate 5207. y. The site developer must replace the catch basin casting at the northern access with a surmountable casting. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. Cl CITY OF CHANHASSEN BY: Tho ss/A. Furlo g, Mayor AND: �'i`^ Tiff Gerhardt, City Manager MAMAC Properties, LLC B :l M S. Asim Gul Its President STATE OF MINNESOTA ) (SS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this %% day of-J'60 /x/ , 2007, by Thomas A. Furlong, 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 authori granted by its City Council. IOHN A. WILSON COMM. #31017305 STATE OF MINNESOTA Notary Public ) State of Minnesota (Ss. w' M Commission Expires 1131120121 COUNTY OF l-ter`rneei - ) The foregoing instrument was acknowledged before me this Iq day of 20 f on behalf of MAMAC Properties, LLC by S. Asim Gul, an officer of the co�a NO Y IC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-II00 IOHN A. WILSON COMM. #31017305 _ Notary Public State of Minnesota M Commission Expires 1/31I2012 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct 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, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. 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 site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion 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 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. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion 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 Developers and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. 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. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. L Responsibility for Costs. A. 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 site plan 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. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. 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. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. 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. Recordin¢. This Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express 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 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. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. 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 site plan 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. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan 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; 5. Metropolitan Government, its agencies, departments and commissions. M. 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 too enter into this Development Contract. N. 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. O. 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. MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this, V_ day of sT , 200? STATE OF MINNESOTA COUNTY OF ) The foregoing instrun 20 0� by /%s...kr� behalf of the bank. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 (ss. was acknowledged before me this day of the Sr. Vice President of Bremer Bank. N.A., on � L AIAW NOTARY PUBLIC SELENE M. HALL ' +� NOTARY RELIC-WNWSOfA a. <, My C wasion Expies Jan. 31.2010 c z Commercial Partners Title, LLC 200 South Sixth Street Suite 1300 I�mneapolis MN 55402 as c�zk �) ► 61ebi'J Document No. OFFICE OF THE T 164175 REGISTRAR OF TITLES IIIIiII I II IIIIII III CARVER C#33381 3 3 8 Fee COUNTY,M$48 EST he # 0 Certified Recorded on 08-21-2007 at 03:30 ❑ AMTrPM 2007.08.21 zfid 11111111 IIIIIIilllllllillllllll 111111 Registrar of Hanson, lesr. Document No. OFFICE OF THE A 4 7 0 2 9 9 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee:$ 48.00 Check#:159580 Certified Recorded on 08-21-2007 at 03:30 ❑ AM PM 470299 1111111111111111111111 O CITY OF CHANHASSEN SITE PLAN PERMIT # 07-10 SPECIAL PROVISIONS Ca W an n, Jr. Coun R der AGREEMENT dated May 29, 2007, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and MAMAC Properties, LLC, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 51,800 square -foot building to be built in two phases (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park 7 h Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 51,800 square -foot office/warehouse building with a variance to permit only 32 percent building transparency on the western building elevation and with a 20-foot setback variance for the drive aisle in the southeast comer of the site for development within the Bluff Creek Corridor on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A —Site Plan prepared by Clark Engineering Corporation dated 04/13/07. Plan B— Grading Plan prepared by Clark Engineering Corporation dated 04/13/07. Plan C—Landscaping Plan prepared by Mohagen Hansen Architectural Group dated 04/13/07. Plan D—Utility Plans prepared by Clark Engineering Corporation dated 04/13/07. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2008. The Developer may, however, request an extension of time from the City. 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. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for .v1Clru LCwdg aerv1CC5 COb4PAT :8628 B 30951 752177 OTH 52629 $10,000.00 (boulevard restoration, erosion control, landscaping and street repair). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. 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 certified mail at the following address: MAMAC Properties, LLC Attn: S. Asim Gul 7400 Flying Cloud Drive Minneapolis, MN 55344-3720 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. 7. Other Special Conditions. City Council approves the site plan for a 51,800 square foot, on -story office/warehouse building to be constructed in two phases subject to the following conditions: a. The Developer shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The future building expansion shall continue the same architectural detailing and window treatment as the initial 35,000 square -foot building. c. The Developer shall extend a sidewalk from the building to the trail on Century Boulevard and include pedestrian ramps at all curbs. The monument sign shall be relocated to the north side of the driveway access; and a sidewalk installed on the south side of the driveway access. d. The Developer shall incorporate a gathering space in the eastern portion of the site including benches and/or tables overlooking the natural areas to the east. e. The Developer shall submit a plan for the restoration of areas adjacent to the Bluff Creek Corridor with species consistent with the City's Bluff Creek Watershed Natural Resources Management Plan. f. The parking lot drive aisles on the eastern and southeastern side of the building shall be reduced to 26 feet. g. The building is required to have an automatic fire extinguishing system. It. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. i. Four (4) accessible parking spaces must be provided. j. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. k. Increase plantings for parking lot trees and buffer yard areas in order to meet ordinance requirements. The applicant shall extend the sod line only 15 feet from the edge of the parking lot on the east and south sides. The remaining area shall be seeded with a native seed mix approved by the City. If necessary, erosion control materials will be required on the seeded areas. m. Contact Chanhassen Fire Marshal for exact location of fire hydrants to be installed. n. A 10-foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. o. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. p. The general notes on erosion and sediment controls are incomplete. A new SWPPP shall be developed by the engineer for the site. The SWPPP shall be in place prior to applying for the NPDES permit. Additional information regarding SWPPP requirements can be obtained through the MPCA Storm Water Web Site. The SWPPP shall include all details, sequencing of the project and seeding and mulching specifications. q. Temporary and permanent erosion control plans and details shall be included in the plans. Temporary erosion control may consist of type I mulch, as well as temporary and permanent seed mixes. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time and area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Inlet controls are needed for all inlets throughout the project and shall be installed within 24 hours of inlet installation prior to casting. Filter fabric held down by steel plates with 12" of/4-inch rock over each cover may be used. Once casting of inlets takes place, inlet controls shall be installed within 24 hours. Inlet protection shall be maintained on a regular basis. The plans and SWPPP shall be revised to include standard details for all inlet protection devices. s. Manholes with two -foot sumps shall be installed as the last road -accessible structures prior to discharge into the stormwater pond. t. Chanhassen Type 2, Heavy Duty silt fence shall be installed around all wetlands and stormwater ponds; Chanhassen Type 1 silt fence shall be used around the remaining areas. All areas of silt fence shown on the plan that are not parallel to the proposed contours of the property shall to have J-Hooks installed every 50 feet. u. The existing stormwater pond and areas downstream of the pond shall be protected from sediment produced by the construction site. For example, if turbid water is found in the stormwater pond, a plug could be placed in the flared -end section (FES) of the outlet structure so sediment does not go off -site. Once settling of the sediment occurs, the water could be slowly released. v. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Provisions for street cleaning shall be included in the SWPPP. w. The private storm sewer should be realigned so that it will not lie within the footprint for the future expansion. x. The site developer for Lot 1 must remove the curb and gutter at the approved access locations and construct a concrete apron per City Detail Plate 5207. y. The site developer must replace the catch basin casting at the northern access with a surmountable casting. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. 4 CITY OF CHANHASASEN BY: ThonWs A. Furlo g AND: T d Gerhardt, City MAMAC Properties, LLC B�l VIA S. Asim Gul Its President t STATE OF MINNESOTA ) (Ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this /l day of % u�`� , 2007, by Thomas A. Furlong, 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 authori granted by its City Council. 10HN A. WILSON COMM. #31017305 STATE OF MINNESOTA Notary Public State of Minnesota (ssMy Commission Expires 113112012 COUNTY OF Vxe,%^4 f'%r, ) The foregoing instrument was acknowledged before me this % q day of �u f 2003on behalf of MAMAC Properties, LLC by S. Asim Gul, officer of the NO Y IC DRAFCED BY: City of Chanhassen 7700 Market Boulevard ONP.O. Box 147.��.,. 7305Chanhassen, MN 55317- mChanhassen, ic(952) 227-1100 __ sola'.'ins s 1/31/2012 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct 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, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. 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 site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued,. the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion 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 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. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion 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 there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. 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. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 0 Responsibility for Costs. A. 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 site plan 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. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt A development work and construction. Bills not paid within thirty (30) days shall acme interest at the rate of 8% per year. 8. 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. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy 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 Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. 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. RecordineThis Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every 7 right, power and remedy herein set forth or otherwise so existing may be exercised from time 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. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. 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 site plan 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. L. Compliance with Laws. Ordinances. and Regulations. In the development of the site plan 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; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall fiunish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or wan -antics 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. O. 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 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT Bremer Bask N.A. which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this , day of 2W. STATE OF MINNESOTA ) COUNTY OF ) The foregoing instrun 20Q1 by IV'7A k Hai behalf of the bank. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 was acknowledged before me this JStday of the Sr. Vice President of Bremer Bank, N.A.,.on NOTARY PUBLIC SELENE M,HALL -,v NOTARYPUBLIC-MINNESOTA My Commission Exo.res:an 31, 2010 Document No. OFFICE OF THE T 164172 REGISTRAR OF TITLES CARVER MIEN IIIIIIIIIIIIIIIIIII kk# 2643TY $TAB $ES Centhe Certified Recorded on 2 08-21-200� 303:30 ❑ AM PM VIIIBIIIIIIIIIIIisll III III Registrar of Titles Document No. OFFICE OF THE A 4 7 0 2 9 6 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee $ 48.00 Check# 159580 Certified Recorded on 08-21-2007 at 03:30 ❑ AM�M 470296 1111111111111111111 l CITY OF CEMRASSEN CARVER AND HENNEPIN COUNTIES, NHNNESOTA CONDITIONAL USE PERNUT #2007-10 Carl W nso , Jr_ Coun Rec der 1. Permit Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following uses: For development within the Bluff Creek Corridor, in conformance with the grading plan for Lot 1, Block 1, Arboretum Business Park 7`s Addition, prepared by Clark Engineering Corporation dated 04/13/07 and the grading plan for Lot 2, Block 1, Arboretum Business Park 7's Addition, prepared by Schoell & Madson, Inc., dated April 16, 2007; and Development of each lot must proceed through a separate site plan review process. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Lots 1 and 2, Block 2, Arboretum Business Park 7`s Addition. 3. Conditions. The permit is issued for Chaska Gateway Partners — Planning Case #07- 10, with the following conditions: a. All structures shall be set back at least 40 feet from the primary zone. The fast 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20- foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required b. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary." 4. Termination of Permit The City may revoke the permit following a public hearing for violation of the terms of this permit. Metro Legal Services CONIPaT 28628 B 30951 752177 OTH 52620 $CANNED 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: May 29, 2007 CITY OF CHAN14SSEN /�� Q BY: (SEAL) STATE OF bIINNESOTA ) (ss COUNTY OF CARVER ) Tom Furlong, Mayor Jik VAND: ToO6 Gerhardt, City Manager The foregoing instrument was acknowledged before me this ]4i y ofauY1- , 200q, by Thomas A. Furlong, 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. I / --\Ar\ , DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 NOTARY PUBI _., _ a KIM T. MEIWISSEN .... . Notary Public -Minnesota My Commission Expires Jan 31, 2010 �vvrv,Nvvwvwwv 2 1RW Document No. OFFICE OF THE A 4 7 02 9 6 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee $ 48 00 Checkt 159580 Certified Recorded on 08-21-2007 at 03:30 ❑ AMolp�m �rozyt v CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA CONDITIONAL USE PERMIT #2007-10 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following uses: For development within the Bluff Creek Corridor, in conformance with the grading plan for Lot 1, Block 1, Arboretum Business Park 7"' Addition, prepared by Clark Engineering Corporation dated 04/13/07 and the grading plan for Lot 2, Block 1, Arboretum Business Park 7`' Addition, prepared by Schoell & Madson, Inc., dated April 16, 2007; and Development of each lot must proceed through a separate site plan review process. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Lots 1 and 2, Block 2, Arboretum Business Park 7"' Addition. 3. Conditions. The permit is issued for Chaska Gateway Partners — Planning Case #07- 10, with the following conditions: a. All structures shall be set back at least 40 feet from the primary zone. The first 20 feet of the setback from the primary zone cannot be disturbed. The plans shall be revised to show the primary zone boundary, the 40-foot setback from the primary zone and the 20- foot buffer area adjacent to the primary zone. If alteration is proposed within the 20-foot buffer area adjacent to the primary zone, a variance will be required. b. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary" 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. Metro Legal Services CONIPAT 28628 B 30951 752177 OTH 52620 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: May 29, 2007 CITY OF (SEAL) STATE OF MMNESOTA ) (ss COUNTY OF CARVER ) BY: kw". /-k -W�- Tom Furlong, Mayor (17 l AND: jk ToO6 Gerhardt, City Manager The foregoing instrument was acknowledged before me this 14{�ay ofuVY- , 2007, by Thomas A. Furlong, 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. I % - _ _ DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 j NOTARY PUB I__,, . " ' KIM T. MEUWISSEN ....., s Notary Public -Minnesota MY Commission Expires Jan 31, 2010 PA ommercial Partners MOO, LLC 200 South Sixth Street Suite 1300 1 Minneapolis, MN 55402 aSte2Ss �) "10:I o L • 0 -PC- 07-10 CARVER WcmERVATIDN DISTRICT 219 East Frontage Road Waconia, MN 55387-1862 TO: City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 Statement DATE 5/14/2008 AMOUNT DUE AMOUNT ENC. $1,952.50 DATE TRANSACTION AMOUNT BALANCE 05/13/2008 Balance forward 0.00 05/14/2008 INV #1310. Due 06/13/2008. Arb. Business Pk 7th Addn. t%SS 82.50 82.50 05/14/2008 INV #1311. Due 06/13/2008. Chan W Business Pk (1-5, tkle0110.00 192.50 B2) 05/14/2008 INV #1312. Due 06/13/2008. Chanhassen High School 7%�b 55.00 247.50 05/14/2008 INV #1314. Due 06/13/2008. Dogwood Trail g7la 92.50 440.00 05/14/2008 INV #1313. Due 06/13/2008. Crossroads Its 82.50 522.50 05/14/2008 INV #1315. Due 06/13/2008. Eden Site II c{�82.50 605.00 05/14/2008 INV #1316. Due 06/13/2008. Fox Hill 115 110.00 715.00 05/14/2008 INV #1317. Due 06/13/2008. Holasck Greenhouse Spoil tt 55.00 770.00 Site 05/14/2008 INV #1318. Due 06/13/2008. Lakeside 1%137.50 907.50 05/14/2008 INV #1319. Due 06/13/2008. Liberty on Bluff Creek 115 55.00 962.50 05/14/2008 INV #1320. Due 06/13/2008. MAMAC-Arb. Business Pk 82.50 1,045.00 05/14/2008 INV #1321. Due 06/13/2008. SW Village Transit r L(-3c;1 57.50 1,402.50 05/14/2008 INV #1322. Due 06/13/2008. The Arbors t[56 220.00 1,622.50 05/14/2008 INV #1323. Due 06/13/2008. The Preserve [t55330.00 1,952.50 jiA �( 0'5.00 yoo-axo�il- i ,3� 5 CURRENT 1-30 DAYS 31-60 DAYS 1 61-90 DAYS OVER 90 DAYS AMOUNT DUE PAST DUE PAST DUE PAST DUE PAST DUE 1,952.50 0.00 0.00 0.00 0.00 --$d,932.-50_-_ V SCANNED \ A 96,5 9EII fJ E T AWING WAtt CONCRETE A IN ❑2 i - - - _ .___. .- - -- - _ - - --- - - -- _.. -- -- - - - -- -- -- - - - PER CITY DE L) PLATE 5207. III i ' G] REPLACE EXISTING CB CASTING WITH NEENA c R-3290-A OR APPROVED EQUIVALENT. u,l RIM 9T5 3C EtiL1s 1. � v AT I Pc E I EXISTING SAN MH INV 958.5+/- FIELD VERIFY I iI dF ` RIM=W4P 5' TING 8" DIP -� /ICE ISrUB I. CONNECT EW WATER SERVICE TO EXISTING SERVICE STUB EXISTING 8" P INV 958.8+/- CONCRETE All PER CITY DETAIL PLATE 5207.; o ( J m N 1.7' i1I1 X. 1R } > a RIM io INV ! aiY ANT' AND' " . , , , . ;. (X% j ;G E"VALVE pEft " RIM 97,6,7 1Rrr 2' RCP ,' ^EB'D' CITY`STANDARDS' RIM'974.6 ' INV 972.40 L_D i8-18" RCP ^ < { xn 6" DIPl P , INV 971.36 W & 5 �" A.dO% ' M INV 97LO5 E 6" DIP RIM 975.9 \ / \: �,�. i ✓. i �. '1NV 969.64' Q, / /' / i J X,�,x `� / X k,.v C ):l i73.8 >1140',12-RCP ❑ '/ :C 7. I 1 0% ransf 67'-6" PVC T ,..FUtU I II14.02%^ I�IEI IX 2D I HYDRANT AND INV 72.88 GATE VALVE PER I:I Lfi __-__ , -LeL d I CITY STANDARDS FUTURES 1 170'-18" RCP I 6" pIP COMBINED d !` ' d" PAeiSIrIG %i y , ,.; 1 - ' :r 102'-12" RCP ' NI F - 1NATkR SERVICE 1, �>t 5.,,: SANITARY 6 , .t, t.. 0 1.20% y` ? %\ ,; /' , 0 0.80% INV 971.0 Pro CB C I -- F "✓ ;, Xi, �` / � n !" 5 RIM 975.6 L---- -- X ' fip •1t JA INV 972.60 <x I //// N. r fi• r- /X��'•./\,. �// I I K tt A4 ,P «,3I.i II Y`,,�\/��Yl'✓ i' I < "t=.3 FUTURE / x } EXPANSION it x`x{ r' / ^ 'XX r / I F�ITURE X I ✓ i/y ----I cX < C I P IRKING �XI, / f x x 'x ' PROPOSED 1 - X _ >,, : I BUILDING -- - -XZZ gin;, i XX x, FFE=979.90 V ----- / / ✓.Xis I q Ciy / / , ✓ 01 ; X'> ;<%4 /. CB F /' MANUFACTURING X < /C 3C / (} , RIM 977.1 / X x INV 968.23 Ov,^� � V `v / . J PLUG 12" STUB f��'^.. Ile. /X/ti•, " INV 972.54 X.% i n , ✓ K,l / 3 E 111, id : ^ 14 XX K ; xT r � � � ' � " 10T-18" RCP / ao- X y OFFICE RIM 978.4 / r v INV 967.16W&E X1 _ 31'-12" RCP INV 972.10 N 10 1.00% RD INV 974.00 / JJ\� �/'- - - 184'-18" RCP } Xi y'X1 l\��T/y /Xel` , �/ 1Ci (, ® 1.20% / / Vx >{{ CB J , - �CB K 1000, / RIM 977.4 183'-12" RCP WITH SUMP INV 974.4 ® 1.00% RIM 977.4 / , INV 973.69 N / INV 972.57 W " / 5 SCALE: 1 " = 30' 30 15 0 30 60 LEGEND: (PROPOSED SYSTEM) ® CATCHBASIN O MANHOLE ® FLARED END SECTION -¢ FIRE HYDRANT STORM SEWER � E SANITARY SEWER -}--i WATER SERVICE - - - - -- SAWCUT II ®'N€ IIl,iI N & arl CONCRETE WALK. LIGHT -DUTY BITUMINOUS PAVEMENT. ' ✓ s 'F HEAVY-DUTY BITUMINOUS PAVEMENT. ':� CONCRETE PAVEMENT ❑2 KEYED NOTE KEYED NOTES: r11 \-A WCL ASSOCIATES, INC. ARCHITECTS INTERIORS 4931 WEST 35TH STREET SUITE 200 ST. LOUIS PARK, MN 55416 FAX: 952 541-9554 952 541 9969 MAMAC PROPERTIES LLC 8189 CENTURY BLVD. CHANHASSEN, MN KEYED NOTES ARE DENOTED BY ❑ ON PLANS 1❑ SAWCUT EXISTING BITUMINOUS TRAIL AND REPLACE BITUMINOUS TRAIL TO MATCH EXISTING. Q SAWCUT AND REPLACE EXISTING BITUMINOUS AND CLASS 5 TO MATCH EXISTING STREET SECTION. ❑3 PEDESTRIAN CURB RAMP. SEE DETAIL 4/3.0. CASTING SCHEDULE CATCH BASIN/MANHOLE GRATE TYPE (NEENAH) REMARKS A, D, F, J & K R-3067 CURB INLET C R-2571-E AREA DRAIN G R-2560-EA BEEHIVE 1, B, E & H R-1642 SOLID LID ,'- INV 964.95 S & E N89'45 54 "A 14114 PER CITY DETAIL / NOTE: CASTINGS TO BE NEENAH OR APPROVED EQUIVALENT PLATE3104. / •� A- r / GENERAL UTILITY NOTES: Bl'-18" RCP 1- -�'' I �,., ' / 0 3.64% =1 ; ---"'�'��_-'---'-`-�4 1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A EDGE of ICE SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND / GEOTECHNICAL REPORT, AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. ' FES INV 962.00 x•y 2. ALL EXISTING CONDITIONS TAKEN FROM SURVEY BY SCHOELL AND MADSON INC. f`, 3. SUBSURFACE GEOTECHNICAL INVESTIGATION BY CHOSEN VALLEY TESTING, INC... PROJECT #R2007-047, DATED APRIL 3, 2007. 4. REFERENCE MECHANICAL AND ELECTRICAL PLANS FOR COORDINATION OR CONNECTION TO y r BUILDING SERVICES. i ICF IiAl-E? : L 1, 5. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATERMAIN, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS I / NECESSARY. jPOND ` y' 6. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 8 FEET OF COVER. I / 7. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO IPROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND v ' -�. < Q. TOP OF WATERMAIN. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA 4^l L.J (CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. a) �. 8. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES, 1 I ANC t'TII " I_rSF%I_°T _ ci ° REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL JOINTS). VERIFY /!- rI C P'C 1C "I, 'r-P DI OF _ I '�- JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY. -1. 9. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, GATE VALVES AND OTHER r'y, LLJ APPURTENANCES SHOWN ON THE DRAWINGS AND DETAILS, AND AS REQUIRED FOR A COMPLETE , -----,.- Ef1 INSTALLATION. VERIFY INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY Lv REQUIREMENTS. C'J 10. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 UNLESS OTHERWISE NOTED. It /.. t I C 11. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA DEPARTMENT OF HEALTH PLUMBING CODE REQUIREMENTS. VERIFY WITH LOCAL GOVERNING AUTHORITY. / 12. ALL CATCHBASINS SHALL HAVE NEENAH R3067. MANHOLE SHALL HAVE NEENAH R1642 SOLID F lb 3e-ca `� EGr_--�� p°; I'JF LID CASTING. i f / I 13. STORM DRAIN AND CATCH BASINS ARE OFFSET FOR LOOKS FROM ACTUAL LOCATION NEAR .._. CURB FOR GRAPHICAL CLARITY. REFER TO DETAILS INCLUDING CATCH BASIN GRADES FOR ACTUAL 7, LOCATIONS. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL (651) 454-0002 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. (THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES.) THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK. rI L�A OFFICE BUILDING AND MANUFACTURING 4111 W Il Rd B , oil III HIII I L 6I 'II ENGINEERING CORPORATION 621 Lilac Drive North Minneapolis, MN 55422-4609 (763)545-9196 Fax (763)525.1666 www.clark-eng.com I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERMSION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGIIIEER UNDER THE LAWS OF THE STATE OF MINT SOTA SIGNATURE -- TYPED OR PRINTED NAME: Ryan M. Bluhm DATE 9-14-07 REG. NO. 41257 PRINT HISTORY DATE PERMIT SET 7-12-07 CITY RESUBMITTAL 9-14-07 UTILITY AND PAVING PLAN PROJECT C07013 /� DRAWN TLH ' J CHECKED RMB C L BLOCK ■ BLACK ANTIQUE WHITE JULY 15th 2007 WCL ASSOCIATES, INC „ Architecture „ Interiors EIFS ■ SUEDE ■ STORMY NITE �T-4 MAMAC SYSTEMS CHANHASSEN, MINNESOTA V) wU w O� O zQ>-} O n � z O Q wz�0� X J G J w w O � � Q Omd0c� Ld U z 0 z cn � — w> caw 0 w � z = LLJ < wo�Q wz o =Q o ARBORETUM BUSINESS PARK 7TH ADDITION KNOW ALL MEN BY THESE PRESENTS: That Chaska Gateway Partners Limited Partnership, a Minnesota Limited Partnership, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of Outlot C, ARBORETUM BUSINESS PARK, lying within the Southwest Quarter of the Northeast Quarter, Section 16, Township 116, Range 23, according to the recorded plat thereof. Torrens Certificate No. 30951A /_ril Chanhassen, MINNESOTA CITY OF CHANHASSEN RECEIVED APR 13 2007 CHANHASSEN PLANNING DEPT This plat of ARBORETUM BUSINESS PARK 7TH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this day of 20 and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, 505.02, Subd. 1. By Mayor By _ , Clerk CARVER COUNTY SURVEYOR That part of Outlot C, ARBORETUM BUSINESS PARK, lying within the Southeast Quarter of the Northwest Quarter, Section 16, Township 116, Range 23, according to the recorded plat thereof. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20— Has caused the same to be surveyed and platted as ARBORETUM BUSINESS PARK 7TH ADDITION and does hereby donate and dedicate to the public for public use forever the easements for drainage and utility purposes as shown on the plat. In witness whereof said Chaska Gateway Partners Limited Partnership, a Minnesota Limited Partnership, has caused these presents to be signed by its proper officer this day of , 20__ . SIGNED: CHASKA GATEWAY PARTNERS LIMITED PARTNERSHIP, a Minnesota Limited Partnership By STEINER DEVELOPMENT, INC., a Minnesota Corporation, general partner M STATE OF MINNESOTA COUNTY OF , its The foregoing instrument was acknowledged before me this day of , 20__, by . the _ of Steiner Development, INC., a Minnesota Corporation and the general partner of Chaska Gateway Partners Limited Partnership, a Minnesota Limited Partnership, on behalf of the limited partnership. Notary Public, County, Minnesota My Commission expires . 20 I hereby certify that I have surveyed and platted the property described on this plat as ARBORETUM BUSINESS PARK 7TH ADDITION; that the plat is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in Minnesota Statutes Section 505.02, Subd. 1 or public highways to be designated other than as shown. Daniel G. Nickols, Land Surveyor Minnesota License No. 19839 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20 , by Daniel G. Nickols, Land Surveyor. Notary Public, County, Minnesota My Commission expires , 20 John E. Freemeyer, County Surveyor CARVER COUNTY AUDITOR I hereby certify that there are no delinquent taxes for all years prior to for land described on this plat and transfer entered. Dated this day of 20 go Mark Lundgren, County Auditor CARVER COUNTY TREASURER I hereby certify that the taxes payable for the year ADDITION have been paid on this day of UAF Tom Kerber, County Treasurer CARVER COUNTY RECORDER for land described on this plat as ARBORETUM BUSINESS PARK 7TH 20 . I hereby certify that this plat of ARBORETUM BUSINESS PARK 7TH ADDITION was filed this 20 , at o'clock .M. as Document No. Carl W. Hanson, Jr., County Recorder CARVER COUNTY REGISTRAR OF TITLES I hereby certify that this plat of ARBORETUM BUSINESS PARK 7TH ADDITION was filed this , 20 , at o'clock __.M. as Document No. 9M Carl W. Hanson, Jr., Registrar of Titles day of day of SCHOELL MADSON PLANNING * ENGINEERING * SURVEYING SCANNED SHEET 1 OF 2 SHEETS w� O O z<ry>- �ozI- OQ 1.1 1 ~ X W Q J w0(yl-Q w z V) =moo zU)�— w> cDw Cw�z= LJ of Q w z p = Q <� `J N \i \�� ,--- N00 047'45"E i 284.75 f, \ ' 09- ♦IV Z ��F?t �' pp epP�'� ^ rN I'0 o II 0 % N00003'24"W 147.81 rY\ J I � >--Js � � N30 009'38"W I 68.61 , I-1J I I N 11 I io \ J rn a �� 1 n J�� \� J a z I A W a w / \ co N g wa >N 1 I \ / �W sm �\ 2 (J .ks' n W Q W am p A e 0000 N I A N I \ I \y i 1 \ o 1 \ S3� 9p 16 450.00 I� I I I I \ \I A \ II 165.25 / WEST LINE OF THE SW 1/4 OF THE NE 1/4 EAST LINE OF THE SE 1/4 OF THE NW 1/4 COP\ a 333z 8 \ \ 286 9q s, \ L=5.37 � c29? }' A� � 2' 59 ' 4\ 9 54�9 0 OU \ I I I nT n i v i�) 6� 7TH ADDITION RT DOC. NO. CR DOC. NO. Drainage and Utility Easements are shown thus: REAR YARD LINE 0 0 INTERIOR YARD LINE 1551 � o 0 FRONT YARD LINE g Being 10 feet in width and adjoining o a right—of—way lines and rear yard lines and 249.90 PLAT being 5 feet in width and adjoining interior lot N00°32'25"E 249.16 measured I / lines, unless otherwise indicated. I I -- DRAINAGE & UTILITY EASEMENT --� FOR PONDING PER PLAT OF ARBORETUM BUSINESS PARK 40 1 35 I OUTLOT A a LIJ I I E a LIJ N /r ALL OF OUTLOT A IS \ z `� J / DRAINAGE AND UTILITY I EASEMENT \ I\ W ma POND In 1 to OD G U — 7 6p — — N — ++I � w ., L _z �n / DRAINAGE & UTILITY EASEMENT -c\ 40 w 35 -- FOR PONDING PER PLAT OF i I i ARBORETUM BUSINESS PARK ed easG� o 204.38 m 9.5� PAS ul ao.Ao��2'6 3 SAS /\r-NITI IA Qln u L_ I V I U I\ I Li \J V L_ L_ V I\ LJ x w l rn N WEST QUARTER CORNER OF SEC, 16, TOWNSHIP 116, - I RANGE 23 A /-1 r— f\ I 1 A /I n r— \ r- / � � � _T � n I � � 'I 'I (. C � / ` F_- N U V I / ` t �/ L_ ° I v y I V V • .. l�l _338.21 SOO *14'07"W J. z 542.59 • — Denotes a found 1/2 inch iron pipe monument — Denotes a set 1/2 inch x 14 inch iron monument with a plastic cap marked R.L.S. No. 19839. The south line of Outlot C, ARBORETUM BUSINESS PARK, is assumed to bear South 89'15'58" East VICINITY MAP NOT TO SCALE x ►�s P Q ` u J rP STH 5 ARBORETUM BLVD GOU TER BLV➢ tt J SITE W o A V O 82N➢ T o �© satin sr ILII J pP9 rCJv BLV �p,�'t`�J Z N�WYMAN .`r LAKE HAZELTINE SCHOELL MADSON PLANNING * ENGINEERING * SURVD1NG e%urrr ^ ^L- 'l cud-e-TP LEGEND 9) N \e'�� B82N S89'15'58 E 2977.91 (A D I M I — — — WEST QUARTER CORNER OF SEC. 16, TWP. 116, RGE. 23 PRELIMINARY PLAT: ,JWNER: ITY OF HANI-IASSENJh. I II\r-N\/ IyI I I� \ , APPqOXIMATE . OVE LAY LINE BC-1 DTRICT 1 / APPROXIMATE C/- 2 DISTRICT \\ pVERLAY LINE NN IV89'47 08`W \ 409 W \ \9'Z\ _ ;' 9 — \ 91 3s.2 A&BO AG� & UTIL< Y EASEMENT PER P AT OF �.c\._ \943� — \\ •i — �q,� / — s3s— AkBORETU,M\ BUSINESSPARK � \ \ iy■ \• NNN/ 94 \\ 946 4 \ \ \ i \ —947 \ \\\\\\ \ _--sue\\\\ \ \\\\ \\\\ \ \ \ �C' \ ma`s\ \ 9��sF �9I I i' % 1- 9 \ \ \ �-\ �� ` _ �,�= 95z�� \ \I 1 Ise �, y / /,, � � —` �Tt\ — s� I i ! S\ \ \\\`�27 j s�ft. \h\\,\_955� /��\ 96 969, Nu 6 O es -\\a on 0 \ \ \ 215,98C>sq. ft. I I / / �/ ■, I I I �J)\I \ — -979� < ` 4.96acres, 'j/ / / f rl—r CH 981 —982— �9771 ^0!°G� °F ,6-i9^�//� / _� •�• / / �-� X A R R n R F TI i 1A f� l -1l � I l�J dF C P A ID W-7 "I -I A, I TI I PROPERTY DESCRIPTION: Outlot C, ARBORETUM BUSINESS PARK, according to the recorded plat thereof, Carver County, Minnesota. Abstract Property. (as to that part of said Outlot C lying within the Southeast Quarter of the Northwest Quarter of Section 16, Township 116, Range 23) Torrens Property. (as to that part of said Outlot C lying within the Southwest Quarter of the Northeast Quarter of Section 16, Township 116, Range 23) OWNER/DEVELOPER: SURVEYOR: Chaska Gateway Partners Schoell Madson 3610 County Road No. 101 South 15050 23rd Avenue North Wayzata, Mn 55391 Plymouth, Mn 55447 Phone: 952-473-5650 Phone: 763-746-1600 ENGINEER: Clark Engineering 621 Lilac Drive N. Minneapolis, Mn 55422 Phone: 763-545-9196 Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763.746-1600 F 763-746-1699 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoellmadson.com EXISTING ZONING: PLANNED UNIT DEVELOPMENT DISTRICT HC-5 HIGHWAY 5 OVERLAY DISTRICT 2 PARTIALLY WITHIN BC-1 BLUFF CREEK PRIMARY OVERLAY DISTRICT 1 PARTIALLY WITHIN BC-2 BLUFF CREEK SECONDARY OVERLAY DISTRICT 2 PROPOSED AREAS: Proposed Drainage and Utility Easements are shown thus: REAR YARD LINE 0 INTERIOR YARD LINE t 1 LOT 1, BLOCK 1 215,986 SQ. FT. OR 4.96 ACRES I I LOT BLOCK 1 2 SQ. FT. OR 5.23 ACRES OUTLO T A 88560 88,560 SQ. FT. OR 2.03 ACRES — — 0 L — — — TOTAL SITE 532,398 SO. FT. OR 0 12.22 ACRES I TREE CANOPY COVERAGE: AREA OF CANOPY 108,865 SQ. FT. TOTAL SITE AREA 532,398 SQ. FT. PERCENTAGE OF CANOPY COVERAGE 20.4 NO. REVISIONS DATE BY DESCRIPTION CK'D 1 04-16-07 DD TOPO UPDATE DN 2 3 4 5 6 DRAWN BY. DWD This drawing has been checked and reviewed this ILre day of Ap•; t 20 O'! by -e A--)._._ _ JOB BOOK NUMBER: FIELD BOOK: 705L. PAGE: 7 FRONT YARD LINE Being 10 feet in width and adjoining right—of—way lines and rear yard lines and being 5 feet in width and adjoining interior lot lines, unless otherwise indicated. ALL OF OUTLOT A TO BE DRAINAGE AND UTILITY EASEMENT or CERTIFICATION I hereby certify that this survey was prepared under my supervision and that I am a Licensed Land Surveyor under the laws of theStateof Minnesota, DANIEL G. NICKOLS Date: 4 Ifo I zoo? License No. 19839 LOCATIOr, oUl�.UTC ARBk"ORETUM BUSINESS PARK Denotes Fire Hydrant OS Denotes Sanitary Sewer Manhole O Denotes Telephone Manhole © Denotes Watermain Manhole OE Denotes Electric Manhole 0 Denotes Unknown Manhole 0 Denotes Storm Catch Basin Denotes Storm Manhole • Denotes Found Iron Monument O Denotes Set Iron Monument 00 Denotes Cast Iron Monument -o- Denotes Utility Pole Denotes Guy Wire o Denotes Communications Riser �$ Denotes Light Pole M Denotes Water Gate Valve 0 Denotes Electric Transformer O Denotes Post ® Denotes Electric Meter _<1 Denotes Flared End Section -0- Denotes Sign x999.9 Denotes Existing Spot Elevation Denotes Sanitary Sewer Denotes Storrs Sewer Denotes Watermain Denotes Gasmain E Denotes Under Ground Electric Lines T Denotes Under Ground Telephone Lines Fo Denotes Under Ground Fiber Optic Lines ot1 Denotes Over Head Lines X 3f Denotes Barbed Wire Fence Denotes Wood Fence Denotes Chain Link Fence 0 Denotes Bituminous Surface Denotin. Gravel Surface Denotes Existing Contour TREE LEGEND Number following abbreviation denotes estimated diameter in inches, three feet above ground level. The second number (if any) denotes the number of trunks at that location (1 denotes a dead tree). Number following shrubs denotes It's diameter in feet. 0 Denotes deciduous tree. Denotes coniferous tree. Denotes shrub. w1 Denotes tree line. A Denotes Ash Example: AV Denotes Arbor Vitae BF Denotes Balsam Fir OBE 8.2 BA Denotes Basswood BI Denotes Birch BE Denotes Box Elder BN Denotes Butternut BU Denotes Bush CA Denotes Catalpa CR Denotes Cedar CH Denotes Chevy CN Denotes Cottonwood DG Denotes Dogwood EL Denotes Elm FIR Denotes Fruit GN Denotes Gingko H Denotes Hackberry HC Denotes Horse Chestnut HI Denotes Hickory IR Denotes Ironwood JU Denotes Juniper KC Denotes Kentucky Coffee U Denotes Lilac LO Denotes Locust M Denotes Maple MP Denotes Mugo Pine 0 Denotes Oak PI Denotes Plne PO Denotes Poplar RO Denotes Russian Olive SM Denotes Silver Maple SP Denotes Spruce TD Denotes Tree Deciduous TE Denotes Tree Evergreen WA Denotes walnut WI Denotes Willow W N S E 50 0 25 50 100 (SCALE IN FEEL' ) CLIENT CHASKA GATEWAY PARTNERS, LLC 3610 CTY RD 101 SCE WAYZATA, MN VICINITY MAP CITY OF CHANHASSEN RECEIVED APR 1 6 2007 QI111110 EN PLANNING DEPT SHEET PRELIMINARY PLAT SHEET NO. -- — S.M.I. PROJECT NO. 61809-020 I LII J 7- — ■ > - 7 N n- V �O 3 j < - Z10 of a.x w 0 I I LIJ U W 1 , G 9 � I •. G i I I I / WNER: CITY OF GHAN ,ASSEN I l/Y LINE BC-1 1}6TRICT / ssi'�ia \ ( \ / �\' L APPROXIMATE LINE�C/-2 DISTRICT sl/////// \ \ \ \ \ l \an ^� ti N8947'08 W 4" I � j\ ,i � 2,o0 ,97p_ 4a Z r-G 10 G� OF Y 7 �975 �9��,/� 9� ��j// • // �r '�// �/_ fin / /�/�/ // / / / Ld b7ocWt- 974 / ZL III I IIII I II I� , - \\�\V\\ EDGE OFWATER II I IIIIIII IIIII I I TOP OF WATER ELEVATION IillllIIIII j I ON 01/04/07=961.5t DRAINAGE & UTILITRY EASEMENT FOR PONUING PER PLAT OF III IIII 11 ` ARBORETUM BUSINESS PARKo I I I I I I I I I I I I I I I\ 88,560 sq. ft. ou= siRucl I i I11111 �✓ I II I I 1/ L\\\\ 1 IIII I IIII I III I \ 2.D3 acres HIS RIM=966.29 5�I I I I I� I �RIM� \ 957.3 \ \ II 1111111 IIIII OUTLOT A 95 ,% II Il I(�\�>> \\\ �6•FE5 �j// I I I i I J60 �� \ /1 @RIM=962.05 \ \ I I 669ei 66�/ / °'° / �y / r— g a ,oq I \ \ \\g��\ 64 \\ /j /// /✓ �1 i 99 3 \ �11� I I 11 �p ym/ ma �\�\�; \� %�i�� g,6 \ i IIIIIIIIIIIIIIII 1 i °� \� _ �� IIIII III111IIII I1 1 F s y'1 m `'�\ '�� =__ �_ �i�% �I //f-9 a ■■ IIIIIIII 11 1 1 oA a� N89O35'58'W ` 303.34 MEAS 02.41 PLAT l IIIII III I — no y'r �9� �� 82N '� `STR T-971.75 OW so 21 1 1 _�. _ sss Is'sa•E zs 7s1 (A D DICATED PUBLIC ROW) — .. _—od" to M g68 r m CS s2 _� _ AINAGE & UTIL Y EASE NT PER AT OF _ _ .94 ` ■■ __ r — D�2 I�R M� p� ARBORETIM BUSINESS PARK \ \ ��\ \ —sss— > \ \ \ \ \gO6 \ \/ \ \ \ (q�s/q // / ` \ —9ssi 48 \ 4j\ \ � i I � ss—�9s -sss 97 S4 1 Kk-11919! \\\ \ \ ilks i� ✓/ I l .I � ' \ \\ /i t 1 � � \ \ \ 1 / � �,.._ � �6.4 0•\ \ /` �\ \ \_ \ , � q, _ . � (s��r ^946 3 1\ \ \ \ \ \ \\ \\ \ \969— 06 LIJ BJL- ol mo r-1, Z n I I \ � ' \ \ \ _97� \ : s \ � / IIIII 1 I -97;\\ \� I' ® \ ' \ i 6 an lis III \� ` , \i.W 0 z;;� Z I� ,r 9UQ0ajf Q > m W :3OL Om>- UW ZcuUSP2N /oT8nA u,rc3 i Fs g> I — — — WEST QUARTER CORNER OF SEC. 16, TWP. 116, RGE. 23 PRELIMINARY PLAT: ARBORETUM BUSINESS PARK 7TH ADDITION PROPERTY DESCRIPTION: Outlot C, ARBORETUM BUSINESS PARK, according to the recorded plat thereof, Carver County, Minnesota. Abstract Property. (as to that part of said Outlot C lying within the Southeast Quarter of the Northwest Quarter of Section 16, Township 116, Range 23) Torrens Property. (as to that part of said Outlot C lying within the Southwest Quarter of the Northeast Quarter of Section 16, Township 116, Range 23) OWNER/DEVELOPER: SURVEYOR: Chaska Gateway Partners Schoell Madson 3610 County Road No. 101 South 15050 23rd Avenue North Wayzata, Mn 55391 Plymouth, Mn 55447 Phone: 952-473-5650 Phone: 763-746-1600 ENGINEER: Clark Engineering 621 Lilac Drive N. Minneapolis, Mn 55422 Phone: 763-545-9196 15050 23rd Avenue North Minnesota Madson T 63.7 Plymouth,-00f -76-1699 Planning Engineering Surveying 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T763-241-0106 F763-241-6351 www.sdroellmadson.com EXISTING ZONING: PLANNED UNIT DEVELOPMENT DISTRICT HC-5 HIGHWAY 5 OVERLAY DISTRICT 2 PARTIALLY WITHIN BC-1 BLUFF CREEK PRIMARY OVERLAY DISTRICT 1 PARTIALLY WITHIN BC-2 BLUFF CREEK SECONDARY OVERLAY DISTRICT 2 PROPOSED AREAS: Proposed Drainage and Utility Easements are shown thus: REAR YARD LINE o_ o INTERIOR YARD LINE I 1 LOT 1, BLOCK 1 215,986 SQ. FT. OR 4.96 ACRES I I LOT 2, BLOCK 1 227,852 SQ. FT. OR 5.23 ACRES OUTLOT A 88,560 SQ. FT. OR 2.03 ACRES — — 0 — — — TOTAL SITE 532,398 SQ. FT. OR 12.22 ACRES I 0 I TREE CANOPY COVERAGE: AREA OF CANOPY 108,865 SO. FT. TOTAL SITE AREA 532.398 SQ. FT. PERCENTAGE OF CANOPY COVERAGE 20.4 % REVISIONS 0. DATE BY DESCRIPTION CK'D 1 04-16-07 DD TOPO UPDATE _ DN 2 3 -" 4 5 6 noeuunv nun This drawing has been checked and reviewed this Ibru — day of Alpr, , 20 Q+i . by me'tn7 JOB BOOK NUMBER: FIELD BOOK: 705L PAGE: 7 FRONT YARD LINE Being 10 feet in width and adjoining right—of—way lines and rear yard lines and being 5 feet in width and adjoining interior lot lines, unless otherwise indicated. ALL OF OUTLOT A TO BE DRAINAGE AND UTILITY EASEMENT CERTIFICATION I hereby certify that this survey was prepared under my supervision and that I am a Licensed Land Surveyor under the laws of the State of Minnesote DANIEL G. NICKOLS Date: q 1 & 1 zooms( License No. 19839 LOCATIGi`! OFF TLOT C ARBORETUM BUSli�ESS PARK LEGEND -6- Denotes Fire Hydrant 1 Denotes Sanitary Sewer Manhole 8 Denotes Telephone Manhole ® Denotes Watermain Manhole 0 Denotes Electric Manhole 0 Denotes Unknown Manhole 11 Denotes Storm Catch Basin Denotes Storm Manhole • Denotes Found Iron Monument 0 Denotes Set Iron Monument Denotes Cast Iron Monument o- Denotes Utility Pole Denotes Guy Wire o Denotes Communications Riser # Denotes Light Pole N Denotes Water Gate Valve Q Denotes Electric Transformer O Denotes Post 0 Denotes Electric Meter -4 Denotes Flared End Section -[:L Denotes Sign x999.9 Denotes Existing Spot Elevation Denotes Sanitary Sewer Denotes Storm Sewer Denotes Watermain G Denotes Goemain Denotes Under Ground Electric Lines T Denotes Under Ground Telephone Lines —For Denotes Under Ground Fiber Optic Lines —oil Denotes Over Head Lines x M Denotes Barbed Wire Fence Denotes Wood Fence Denotes Chain Link Fence 0 Oe ;saes Bituminous Surface 0 Denotes Gravel Surface — —sss— — Denotes Existing Contour F2( k Number following abbreviation denotes estimated diameter in inches, three feet above ground level. The second number (if any) denotes the number of trunks at that location (1 denotes a dead tree). Number following shrubs denotes it's diameter in feet. 0 Denotes deciduous tree. Denotes coniferous tree. Denotes shrub. Denotes tree line. A Denotes Ash Example: AV Denotes Arbor Vitae OBE 8.2 BF Denotes Balsam Fir BA Denotes Basswood BI Denotes Birch BE Denotes Box Elder BN Denotes Butternut BU Denotes Bush CA Denotes Catalpa CR Denotes Cedar CH Denotes Cherry CN Denotes Cottonwood DG Denotes Dogwood EL Denotes Elm FR Denotes Fruit GN Denotes Gingko H Denotes Hackberry HC Denotes Horse Chestnut HI Denotes Hickory IR Denotes Ironwood JU Denotes Juniper KC Denotes Kentucky Coffee U Denotes Lilac LO Denotes Locust M Denotes Maple MP Denotes Mugo Pine 0 Denotes Oak PI Denotes Pine PO Denotes Poplar RO Denotes Russian Olive SM Denotes Silver Maple SP Denotes Spruce TO Denotes Tree Deciduous TE Denotes Tree Evergreen WA Denotes Walnut WI Denotes Willow W N RA PAN 50 0 25 50 100 (SCALE IN FEET ) Crr FCHANM RECEIV APR 16 2007 0KMKMWN PLM1MN WT CLIENT CHASKA GATEWAY PARTNERS, LLC 3610 CTY RD 101 SO WAYZATA, MN VICINITY MAP SHEET PRELIMINARY PLAT S.M.I. PROJECT NO. 61809-020 b.0 b.0 b.o b,0 b.0 b,o b.o to to to to to to to U to to bo to to to b,0 to to to b.0 b.0 to b.0 to bo to b.o to to b,0 to b.0 b.0 to to to to to to to to to to to to b,0 to ho ho b.0 to b,o to b.0 b,o b.0 b.o b.0 b,0 b.0 b,1 ba b,t b.1 b,1 b.1 ba b.1 %.I b.1 ba b.1 b.1 ba b.1 b,l b.1 ba hi ba b,l ba hl b.1 b.1 b.1 ba 1,0 b.1 b.1 b,1 to to b.l b,1 b,1 b,l b,l to ba to ho ho b.0 b,l b.0 to b,o to b,0 b.0 b.0 to b.1 b,l —b:1 • b,1—.e t2 2— 1 a b,2-5 z b.2 5 a b,2—b a b,2� 2 b.2 b.1 b,2 b.1 b.2 b.2 to ba b.2 ba b.l b,1 b,1 b.l ba b.1 b.1 b,1 b.1 b.l ba b.1 ba b,l b,1 ba b,1 ba b,1 b,1 b.1 b.1 to to to PROPERTY LINE b.0 bA b.0 b,l b,3 IL IL 1� b.3 b,3 b,5 bA b,3 b,3 b.3 b,4 b,4 b.4 b,4 b,3 b,3 b,4 b,4 b.4 bA b,4 b,3 b.3 b.2 b,l b,0 b,0 b,0 b.0 %.I b.2 b.4 1,0 b.7 to t.6 °2a t2 1.1 1.5 1.4 1.3 12.5 �A °2,7 1.9 1,1 1.7 1,1 1.5 t.4 1.4 t4 1.4 1.1 1,8 1.0 1.7 t,6 18 °2,3 1.2 b,9 1,o b,7 b,7 16 b s b,9 1.5 11 1.4 1.8 1.3 1.7 1.2 1,0 12 b,6 b.4 11,4 11,3 b.l b,l b.l b.o b,0 ba b,2 11.5 115 1.6 1.2 °3,8 b.5 t.2 t2l 1.2 1.5 t4 e3,3 b,3 °4,5 °2,2 19 1.0 1.7 °,4 °43 e2,8 14.1 t4 17 b.9 1.8 tiR °4,8 °d.3 w3.7 t2 12 b,s 1.1 b.8 b,e 1.2 1.4 1.1 1,8 °2a °4.1 tS 14,0 1.9 1.5 1.1 b.6 b.4 t4 11.3 b.2 b.l b,l b,0 b,0 b,l b,2 °4,2 °2.6 °2,7 7 1,0 1,9 w2,7 b,0 9 °2,7 �2,8 1.4 1.4 °2a °2,1 1.3 b.e 1.4 w2,2 b.4 t.4 °1.0 ° ,0 ° .7 `�,9 1.9 b,9 b.e b,7 b,3 b,2 b.l b.0 to ba b,4 b.8 6 t.3 t.0 1.4 b, 1. 1.6---�,8 �L— 1.2 t —bCi b�1.e1 _1.7 I'S 1. . 1.4 to b,6 b,8 1.4 1.7 1.8 1.6 1.2 b,8 °2,3 t.0 t.3 1.2 t.6 t.7 ` A e3 t.5 � 3 °2 t.4 1.4 1.1 1.1 1.3 b,5 b,3 b.2 �2,1 1.a ,2 ,3 b,0 b.0 b.0 bA 1 b,3 b,5 B 1.3 1.3 1.3 1,1 b,a b, b.4 b.5 b,5 b,6 b,3 b,3 b.4 b,4 b,4 b,6 b.6 b.6 b.4 b,4 b,4 b,4 b,4 b,6 b,6 b.6 b,4 1,5 °3,2 w3,7 w3,3 1,3 °3,1 14,3 °4,3 °2,7 1,7 1,3 1.4 1,3 1A 1,7 1.9 a 4 °2A b,7 b,5 b,4 b,n 1.0 b,0 b.0 ,1 b.l b.3 ,0 1,6 1.5 1.4 1.1 b.7 b b b,z b.l b.l b.l b.2 to b.2 b,l ba b,l b,l b,l b,2 b.2 b.2 ba b,l ba b,l b.2 11 1.5 8 w3,5 °3.3 1.3 t7 e3,8 °4 °2.1 1.1 b,7 1,3 ti `�.0 �2.7 w2A 1.6 b,9 b,7 b,3 to b.0 b.0 b.o 7.0 b,l b,5 Li °d.6 ".2 1.9 1.5 11.7 b 3 bk ba b,l b,l b,l b.l b.l ba b.0 b,l to b.l b,0 ba b.1 b,l to b,l ba b.l hi b 1.5 4 °2.3 t.9 1.2 92.7 b.1 °25 1.9 1,1 b.6 1.3 to `2.3 tEl t.0 t4 1.1 b.5 b,2 b.9 P❑TENTIAL 16,800 b.0 b.0 b.0 10 b,l b,7 t.1 w2.9 t4 1.8 11.7 b 3 b.2 b.l ba b,0 b,0 b,0 to b,F U TbW R Eb,DE X �,A N S�,J❑ N b,o b.0 b,0 b,0 b,0 b,0 b.o b.l tl b,3 13 4 t.7 1E 1.3 H.7 °2.6 7 1.5 1.3 1.5 1.5 1.0 TO 1.5 �.1 °24 t.3 t7 1.2 11.5 b.2 b.0 to to b.0 b.0 ,0 ba b,6 93,2 4.8 t.8 t.4 1.8 11.7 b It ba to bA b.0 to b.0 b,0 b.0 to to b.0 to b,0 b,0 to to b,0 to b.l b2 b 3 b.7 16 t.0 .2 t. .5 t.1 91 3 1,4 t0 t1 1.4 1,8 w2.1 92,6 93.3 92.5 1.9 1,0 b,7 b,3 c,2 to b.0 b,0 b.0 .0 b.l b.4 Is t 1 �.2 to 1,5 3 b12 11.1 b.0 b.0 b.o b.0 to b,0 b.0 b,0 to b.0 to b,0 b.0 to b,0 b.0 b,0 b.l b.2 3 b,e 17 °2.9 .6 14. C t.3 1.6 19 1,9 1, t.9 t1 to t.6 1,6 1,9 1.7 b,8 b.6 b,6 b,o to b,o to .o b.o b.2 1,6 1,7 1.4 b.2 b,1 b.o b,o b.o b.o to to b.o b.o b.o b.o to b.o b.o b,o to to b,o to b ,1 .2 b.6 �, 2 °4. ° .2 3 1.6 t.0 t.9 `�,1 °2.6 ° A 1.7 1.3 1.7 1.8 1.7 b,7 b.4 b.3 b,0 b.o b,o b.o ,o b.o b.2 ,o 1.5 1,7 1.4 b,0 b,0 b.o b,0 to b,0 b.1 1 b,s 3 �.8 ,0 04, °4, 1 1,7 �,s °-09 t.3 1.9 1.4 1.o b,9 13 b,6 b,3 b,2 ,5 TRASH to b.o b.o b,o o b.1 b,a 1,9 °3.t t.1 1,9 l,s b.7 3 E N C L ❑SURE 1,8 �.e t.1 t.6 �,l 1.7 1,7 1,1 b,6 b,3 b,2 b.0 to b.0 to ,0 b.1 11.7 '15 �.s t.4 1.8 1 is 1,8 1.7 '2.9 �.t 1.4 11.7 7 b.s b,5 b.s b.3 °43 b,7 7 b,0 to to b.0 10 b.1 b.7 b.8 t.2 '�,9 "2s 1.8 b.7 3 1.6 1 1,a 1,7 1,z 1.2 l.a b.9 b,6 t.5 bs b,a b,0 b.0 b.0 b,0 .0 ba b,s t.4 °3.8 °2.3 t.1 1,6 b,7 I 3 TO 1.4 1.5 1.0 1,0 1.5 to w2.3 1.0 1.3 b,8 b,5 11,4 b.0 to b,0 0 b,1 b.3 1.2 1.8 1.7 1.7 1.4 11,7 73 NEW 3 5, 0 0 0 SF BUILDING b.6 D.e b.9 1.8 t.1 °2,6 w3,6 t.0 to 1.4 b,6 b,2 ta EL, 975,5' b.o to to to 0 1.4 1.6 1.4 b.7 3 b,a ba 1.0 1.7 t.6 t.1 t.3 °3,9 1,e 3,0 1.2 b,3 b,1 to to to to to b,1 11,3 1.4 �.i 18 1,8 1., b.7 b.3 1.3 t.2 °3,5 14.3 t.8 t a t.6 1.5 b.6 b,2 b.l b, 1,0 to b.0 b.o b.o b.o b.1 b,6 13,0 14.1 t.4 t.2 1, b,7 b.3 1.1 1.2 1,0 12 t'o �.2 3.4 `3,4 1.8 1,0 b,4 b,l to b,0 t,3 !1.0 w2.6 1.9 4 1.4 1.0 b,7 b.9 1.7 t.4 1.9 1.6 1.1 b.6 b,3 b,2 b.0 b,l b.e to b,0 to b.o b,0 b.o b.0 b.0 b.0 b,l b.7 7�,6 °4.6 � .8 t.6 1.9 4 .7 1.8 2.4 1.0 1.1 b.9b,0 to b,0 b,0 b,0 b,0 b,l b.5 2,2 �2,4 °2,4 1.8 .4 b.6 1.4 � 5 t.1 °3,3 °2,s t.3 1.7 1,2 b,a b.7 &5 b,4 b,4 b.l to b,0 to to b,9 �3,2 to b.0 b.0 b.0 b,0 b,l b,4 `�.0 t7 t4 t.4 1, b.9 b,4 A b.e b.7 b.6 b.9 t2 4,2 °3,5 °3,4 °2,1 °2. 1 1,1 b,7 b.5 b,3 b.2 b.l b.2 to to b.0 b.0 b.0 b,0 b.0 to b,0 b.0 ba b,7 `.3 °4.3 tit t.5 1, 1.5 1.0 b,5 b,8 11.6 b.9 1.a `.a t2l °3 4.1 �.4 1.8 1.1 b,5 11,3 ba b,l b.0 b,0 to b,0 b.0 b,0 b,0 to 1.0 �,5 1.3�1.2 ,2 1.3�1.3 3�1.3�1.2�1,2 ,2 ,3 t.3 11.3 b,5 b,7 1.0 1.4 b,o to to b.0 b.o b.1 b.9 %.I °2,9 16 t 7 b,e ,6 I'D 1.5 1,9 1, .4 to 1.0 1.1 b.7 b.9 b,e TO ,1 t.0 t.1 °Ll 1.4 b.s b,4 b,2 b,1 b.o b,0 b.0 to b,0 to to to to � 0 1,2 bF6_ .4 b.5 bs b,9 b,9 9 .9 b. b. &b,0 b.0 to b.0 b,0 b.1 ba ba °4,3 t.5 w2,3 1.7 bs b.9 1.9 w2.1 �,0 1 1 1, b. 9 0 7 .5 ' .e '�.9 '�.3 b.2 `i5.3 1.7 1,0 bs ba bs b,8 b,9 I,o b.9 b.7 bs b.3 b.1 to b,0 b.0 1,0 b.0 b.0 to to ,b� b.o b.0 b.0 to b,o to b,0 %.I b,4 Is 5 r, 1.8 1.7 1.3 b,9 b,s b.7 b,9 w2,3 t.5 t,9 w2,9 w3,6 1.4 1.1 11,7 b.6 b,9 1.2 1.6 �.8 w3,6 !3,5 t4 A2.1 1,0 b,6 b,4 b,3 b,2 b.3 b.4 b.4 b,2 b,l b.l b,2 to to b.0 to b,0 to to b,0� b.0 bA to to b,0 b.o b,0 b.o to b.0 b.z b.8 1,0 1.1 1.1 b.9 t6 TO 19 1.7 "3.2 °3.6 tlk ' a t4 1.8 la b.7 11 1.8 e2,7 `is,i 94.2 t2l 1.6 b.8 b,4 b,2 b.1 ba ba ba b,2 b,1 b.0 to b.0 to to b,0 to b.0 b,00 to � b,0 b,0 b,0 to b,0 1.6 to b.D b,o b.o b,o to b,t 26 1,8 l,s 1,9 1,3 b,e b,a b,2 b,t b,o b,o to to b,o to to b.o b,o to to to to b,o /b,o b.o b,o to to b,o b.o b.o to b.o b.0 b.0 b.0 to b,0 b,l b,2 b,2 b.3 b.4 b.4 b.4 b,6 b,9 1.3 16 t.2 1.9 1.4 1.1 b,9 b,7 b,6 b.6 b.7 b.7 b,s b,8 b,9 b.6 b,4 b,3 b.t b,0 b,0 b.o b.0 b,0 b.0 b.o to b.0 to to b,0 b.0 -t�o b,0 b.0 b,0 to to to b.0 b.0 b,0 b.o b.0 b.0 b.0 b,o to to b,l ba b,1 b.i b.2 ba b.l b,2 b,3 b.s b.e b,9 11,9 b.7 b,4 b.3 b,3 b.2 b.2 b.2 b,2 b,3 b,3 b,1 ba b,1 b,l to b,0 b,0 b,o b.o to b.0 b,o to b,a to to b,0 to to b.0 b.0 b,0 1.0 11,0 to b.0 to to b.0 b,0 b.0 b.0 to to b,o b,0 b,o ba b.1 b,1 b.1 b,l b,1 t3l 1.2 b,l t2 b,3 ba ba b,t b,1 b.0 b,o b,o b.1 b,l b,0 b.0 to to to to to b,0 b,0 b.o b.0 b.o to to to <0 to to b.0 b,0 b.0 to b,0 b.0 b.o to b,0 b,0 to b.o b.0 b.0 b.0 to b,0 b.o to b,0 b.o b.o to b.0 b.o b,0 b.i b.0 b.o to b.o t.1 to - �� to b.0 b,0 b,o b.0 b.o b.o to b.0 b,o ho b,0 b.o to b.o b.0 b,0 to b,o �b,o b.0 ho to b.0 b.0 b.o to b,0 b,0 b.0 b,0 b,0 b,0 b,0 b.0 b.0 b.0 to to to to to to to to b.0 to b,0 b.0 b.0 b.0 b.0 b.0 b.0 b,0 b.0 to b,o b.0 b,0 b,o 10 b.a b0 b.o b,0 b,0 b,o 1,0 to b.0 b.0 to to b,o 1.0 b,o b,o b,o b,0 to b,0 b.o b,0 b,0 1.0 b.o to b.0 b.0 b,o b.o LOT & DRIVE Illuminance Values(Fc) Average =1,96 Maximum =5.2 Minimum =0,3 Avg/Min Ratlo=6,53 Max/Min Ratlo=17,33 FIXTURE MOUNTING HEIGHT - 250W FIXTURES, 24' AFG 150W FIXTURES, 17' AFG WALL MOUNTED FIXTURES, 18' AFG PROPOSED POLES MEET 130 MPH SUSTAINED WINDS ADDITIONAL REQUIRED EQUIPMENT, (7) - PS3S15C1BZ (15' X 3' SQUARE STEEL POLES, SINGLE MOUNT) (10) - PS4S22C1BZ (22' X 4' SQUARE STEEL POLES, SINGLE MOUNT) (8) - SBL-16 (BACK LIGHT SHIELDS) Luminalre Schedule Symbol Qty Label Arrangement Lumens LLF Description 2 LAC410 SINGLE 9100 0,650 LACW410—M (100W Mid, WALL MOUNT) o--Z 2 PR625 SINGLE 22000 0.800 PR2625—M (250W PSMH) a� 4 PR625SBL SINGLE 22000 0,800 PR2625—M (250W PSMH, W/BLS) 4 AC625BL SINGLE 22000 0.800 AC2625—M (250W PSMH, W/ BLS) o--� 7 LPR615SBL SINGLE 12600 0.800 LPR1615—M (150W PSMH, W/ BLS) �A H H U D L I H H T I H H Datel5/2/200 Layout by, MARK JANAKY Project Namel MAMAC Systems Inc, (#72835) 800.236.7000 USA <www,ruudlighting,corn> 905.671.1991 CAN Fitenamei 70501MH1MDJ,a32 F❑❑TCANDLES CALCULATED AT GRADE USING MEAN LUMENS Illumination results shown on thls lighting design are based on project parameters provided to Ruud Lighting used In conjunction with luminalre test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying compliance with any appllcable electrical, lighting, or energy code, Numeric Summary Label Avg Max Min Avg/Min Max/Mln MAMAC 0,83 5.3 0.0 N,A, N.A. MAMAC SYSTEMS CENTURY BLVD. CHANHASSEN, MN CITY OF CHANHASSEN RECEIVED MAY 0 4 2007 CHANHASSEN PLANNING DEPT Mohagen 0 Hansen Architectural Group 1DD0 Twelve Oaks Center Dr. Tel 952.426.7400 Suite 200 Fax 952.426,7440 Wayzata !IN 55391 www.mohagenhammn.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS, NO. UES3RIP1'ION DATE 1 CITY SUBMITTAL 4/13/2007 2 EXTERIOR MODIFICATIONS 5/4/2007 PROJECT NUMBER: 07057.0 MMC DRAWN BY: SRP CHECKED BY: TEM DATE: 4/13/2007 COMPUTER DIRECTORY: k\jobs\rnw= SITE LIGHTING CITY SUBMITTAL N Alel FLOOR PLAN 3/32" = 1 '-0" MAMAC SYSTEMS CENTURY BLVD. CHANHASSEN, MN Mohagen Hansen Architectural M6A womi Group 1000 Trent Oaks Center Dr. Tel OM426.7400 Us 200 Fax 052.426.7440 Wayzata MN MI rr inMogenhwemc m I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. • TODD MOHAGEN, REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/13/2007 2 EXTERIOR MODIFICATIONS 5/4/2007 PROJECT NUMBER: 07057.0 MMC DRAWN BY: SRP CHECKED BY: TEM DATE: 4/13/2007 COMPUTER DIRECTORY: k\�Vmw FLOOR PLAN CITY SUBMITTAL N (1) A2*0 NRERIM- LaUE" SOUTH ELEVATION 3/32" = 1'-O" VDLIVVC ru.vm. Jlvnu nvl�l �1 EAST ELEVATION / IO 3/32" = 1'—O" 1 /YI.ILV JIM VVVI• �..u.. v• ..� .. �.. .. DOCK SEALS W/ ROCKFACE CMU NORTH ELEVATION WALLS AND WOODEN 3/32" = 1'-0" WEST ELEVATION 3/32" = 1'-0" INTERNALLY LIT Go 2-SIDED SIGN 0 I co m m - - cV 10'-0' 1- 5 MONUMENT SIGN A3.0 1 /4" = 1,-0" •111\1 /^nMA WING LL BLOCK kCE CMU "'JM. COPING IRED CMU IU SILL BLOCK L AWNING ,K FACE CMU MAMAC SYSTEMS CENTURY BLVD. CHANHASSEN, MN Mohagen 2 Hansen Architectural Group 1000 TweW Oaks Cantor Dr. Tel 952.426.7400 Suite 200 Fax 952.426.7440 Woyzata MN 55391 www,mohagenharwan,00m I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/13/2007 2 EXTERIOR MODIFICATIONS 5/4/2007 PROJECT NUMBER: 07057.0 MMC DRAWN BY: SRP CHECKED BY: TEM DATE: 4/13/2007 COMPUTER DIRECTORY: IId*b5Vmfmc EXTERIOR ELEVATION CITY SUBMITTAL N (1) A3eO O ! x 979.E ~ y ~. „� x 971.5 .. a x 972,4 r 981mop x 1.3 .� .,;4 ",,. '~ xT73,2 .. i f -r .:•tr... s� _.... ......_ �•�..,, �'.. �. P�R•P I�%E ... _ -_ ..... _ _ l r 1 .9752 k _.................. . '' •K.t i .W........ .978. ...._, __..._.._ ....... ....... .."._ ...w....,......._.........:'..: aw....._. 975 .,~._,....... ............. ... u1 II 9 74.2. t y0 , I 979.7 9 x 9 ^ ' \ 7 CB 73.9 y'74.8 74.8,1 8 N. \ `\ 74.1 070.8 x 981.2 J , 980.6 xi o, itj 0 I \ 975.3 75. 74.8 O'I " \ �, '` 0 It 4 h'!5 52 I CB I 74.8 % 977,4 " µ �. 74.2 ' �`, �,q/((t 1.4 1000 ed-I I I 1 75.575.5 I 75.3 x 9,- x 97 73.3no, B x �T. 5 .. �r 7 74.7!q_E t �y - - - - - - - - -I 97' .I 0 x '�J9@.5 I J 5 ^ I 74.8 ...�....... AO.fi� 5,4 \ I w r,.... AnyS.. cv J L 8 R t 75.0 I a f J(X L•'4 8 \ A+ � ! 98 1 It 977.8 ,. x 2., 74.3 z 5 7 \. � l,. 1 x 9 � •~~ x19Ta,1 r ! EL 10 I ! \ VI. 74.{ t I l 9--0'5 r x 98 t.5 1 978.i x f CB r �' '> ten•' ! I 1 976' " xl FUTURE EXPANSION CB j j 7 . in��/ X 971 jf 74.8 # r x 77.5 € Ar / Irk �1 r I ! ! I } i 975 ,... 71.5 71.5 ! f' °' / I ✓ / 14 x �99 x' 7'I,': MH I 1 1 u1Di ! X ~e x 975,' f # 9 0,4 EL \10 f \ \ x... t; 9.. 75.2 77, I {h I ! J731Y. ! X 4J8`13 �•y % fs7i f j t f �.,.. ! 98 \ x 98C 3 _rx 968.9 ! 1 <J 78• f X 978.2 Y. ` k k 977 7 i "" x 9I*i E J E 77.2 77. I �� PROPOSED.: BUILDINGM x 974.9 ,, m of II r _ - FIFE=975.50X r . ,.. :, ♦ ' G 7Lq: ,33„ x 1 , X 982. 5 ,,,~ �� `"• .. ,•W i � } !' ' f ' r r}(( M 1 I .✓' ''`� / !T x 98,3 ~ } ! j ! ; 74/1 74.8 F I J x 967.9 . ..._ x 982.0 x .80,9 kk • x74.y r. • r 77.5 0 78.5 __. .._.. „ f : } 75.5 .. •,•.�?9 , 1 \ I ! T , / .-- + x l I �/ f 74.8 F 01 / '\ �• 96"j` � ;; ... a § 1 x 982,4 1 f % t C' a° / I'vg� ! w0.s i sS2.9 x j: 1 f ' ✓ i' 4 77.7 f 74.6 /' t%� i,#� �h•s^`. 1 x x 981.7 �' f f 74.0 / a.. A 0 8 / r r 74.6 f C� x �7 67.2 \ J I , ` 75.5 Q 75.5 75.4 RD ✓ 75.5 y �i�f.� .��' +'%69.6 I i/ m n 76.2 [xgaG 74.8 74.4 / 9� ey �. f v 1 j Ell. 14 I 14 Mg• act' SIDEWALK % 75.4 75:' ✓ w 1❑ ! I ) J ,x 96 , a { ro y7 I / r vi �966„r/ i 979,8 x v 6yt 75.4 4 74.8NIL / i `- ! I \ g1 x C? I� 7 f CB r / / x 97fiOOOP x .4, o 1�'w. t4 / / 75.2 74.7 .t / / f // r 0 W ` air , f J/ /.. / /. EI z I! $ 75.1 i k / 0T7 ///� xTI759� //u ram/ // // / f. Z i ION at 9� y,.,. K R :, //. i; W 1 I 74.8 74.4 CB / /L��j�I7.1 .1. 12 0''' . •i 9i l t / . Rso r ° .'+ 97:i'# : �?/9} !p' •.r p r 97t�! sA c3," II{x gi`7• "^- " g7y / +7.2,,�^-."•'•`�,.._ /,. r ,.,,•" 0 i 979.8 x 979.3 x: ..� �. _ r/ +rt 1I son �... _... _ _975WMAHMMA • ^-..._ . �.1►� x 80y��/ �Ksa "As x 974.8✓" r // r ��` v E /Jq� /// //,•/. - �965- _ . ~"`� \�\\` \� `� PR�iPE 7�� It 4.6/BE 1.0. x 74tt,d /XI ///i/%/ // g Y� �.. . ` _^' 4 \\\\\�\\ \\�\ y\ �( �•;� UNe r/ x 97y d1� O'8g68.� 979.5 Y, 9T3.?; x' ,� 'A yi�,# ; I/%f // � ;a2,8f r -- Sii'8 ,,` \\ `\\\ \\\ j f f� y; ��9 .7 f i r&}/ _ _ ?4'P \ \\ \ 4 \ t\`\ \�, \ f 3 ! 'J if 10 1 i b6T rn , \ . \ x 077.5i t � E.'DGE OF ;CE'j \\ i !' fi RIPRAP J `i \\ \\ \ �� .� j il FR I I`! ! ! I j ! ! ! ! ! ' I i % \ \\\'`'y.,�'`N \k•,t ,� �1,7yyYx.F)':JSr� x 961.E1\� �\ 4 ....._Zb 962.0 - ASSUMED NORMAL m Ih I tI!!IIII fj#I I `\ `�� t x973,?' Eu J//flit J f I WATER LEVEL. VERIFY \ \� � J / J y7i?.9 i x 9'78.4 A, " , j� S•j I', j j E i DISCHARGE INV. ELEV. jE ? S i i / J I +! F( I j j I ! WITH CITY ENGINEER BEFORE 1�b� i t f f I/ I I !' I 1 I '; �; I POND PROCEEDING WITH DESIGN. ,!� f JJ �36t j' IIII!IIIII!i jl!i I x961.7 `\�Vy� 4 �a �Jff/r!'lfllr'IJJJ�. • I I • � ! I ! : ' (J I J � I j i 3 j ; I I ' E I ,� �,'�lf ��,w 56F;,y�.sJ ij "fFT w '� fr I' 0 30 I � �tb! 'q•� I' !!! I I I I��j� Xi f � I I i I I �� i 1 f �r�.b XI-`'r �..�~ r�' i x 956.4 T i I !!!I!!II II { I (�� t� t %% j II ✓ {a2 i 1976.5 x 977.9 xI A. k (' } sd,� i 1 ' I I i # , ,,.t..1 j � 1 1 j = �I r `Y • I j I :' `� . .. Q, x.- (� 1! II!1111, IIIIIIIII 1 / i III I i 961.E �I ,IIIIiII III 11tIrIf r) Jill 4;, 978.0IS`5:1{i{ J 1 ! I r , t ii! 971.1. E III: li`}�iir1:}tx9ri2.9 � tf #j� }ftI!;I �t `,�....-��Jc19�i�:�{fir TI I # I : ` :`� � , i � Tti! `� E i f , f 1 j �% f �� '�°,�'•, i ` #"-'` ••.,,,;,..! ! ' r� v \� •�-W -I I )JJ'!� j _ t_X\96�6 °' ! i ! : ' I I "' • 1 /�f' I I ' ...,c..9fiir.6"�"..J0.2Lx..�.. 0 tf I xr 1 `I I ! I ! ` 13a`FL9 a,�:•• u>iz ^, Y „ ,. \,\ t � .' \ _ • \ \ / A6TL1 961E 969.9 O' . \-I\"_." '// SS94 x 98 ..ELGE O(' C: le ex w'< • 0 .8 977. 9 x m ... I. x, M \ \ 961, ^ , // / ,/ ✓ ~F. f 1 c a !{ts \ % �� \ X" " fy x97 x.v ., x =s:O.4 q`r I , , \ tE :l� "`w'`.,'``'ti �` \ ,; zz .� y� ••,., ,.,.. �i�c1 .✓ -' "', ^'`/ / '�/' / ,,x $%r' :i7-.'• x'""'OE OF %�3,F;E I` ` � ''i'� "•,.. .. "", ,,,,.` ",,,. �"'�., `\....�..':.......'^ ,. ....... r' "", ....+ ./',✓" � "`° // A, /� '_ '. �'',f ��`' �A4:e,�'74,Y "' e'^^ ~`t, 1 �`�, i t \` \ \ s 97`:.O ` • . x 4f57:$ - ✓ r r` . Cy 97w. y9?3.9 EL'`1,6„ X 96 __x�.I."a' ,:?•.........-. "-...._,.._ "r,. '' .✓ �r•..�'' .,., ...,�4 i i �c , 7f.3 x"9v 6 2. 7CiM _ �y.3 j..X ,,y d's #e � r �.i' 61 0 10 977,077 q 3 xi u + 4 I y^q .{ ...... �� . " ..gyp .w:,�-•..,:n� . q,,..•r:Y� . . �.' . . . . . .ice 3?7.+ x /m i! i \ \x i7.J. L �11� J a i 6 . - jX =3'.7.6 5\ \ I T `9 .vr� \ \// a f rK 0 4 `F 75, �. �• � �x�� ? STATE LAW: 48 HOURS BEFORE IXGVATuNC OR DEMOLISHING BUILDINGS, CALL (851) 454-0002 FOR FIELD LOCATION Q?8 0 x .7 aft OF UNDERGROUND UTIUTY UNES. IS SERVICE LOCATES UTIUTY OWNED LINES BUT NOT PRIVATE LINES. 1 �} g S , THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN 2 N D \ �� S.TR E E 1�\'x 4 O INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK. SCALE: 1 " = 30' 30 15 0 30 60 LEGEND: (PROPOSED SYSTEM) 0 CATCHBASIN O MANHOLE 100 FLARED END SECTION 35.2 SPOT ELEVATION 735 CONTOUR ELEVATION PROPOSED STORM SEWER IE E E --E- PROPOSED SANITARY SEWER _-f SILT FENCE �2 KEYED NOTE KEYED NOTES: KEYED NOTES ARE DENOTED BY ON PLANS 1❑ SILT FENCE, ROCK CONSTRUCTION ENTRANCE. GENERAL GRADING NOTES: 1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT, STUDYING THE TOPOGRAPHIC SLIMEY, THOROUGHLY REVIEWING ALL PLANS AND GEOTECHNICAL REPORT, AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. 2. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY SCHOELL AND MADSON. 3. SEE GEOTECHNICAL REPORT FOR SUi3SURFACE INVESTIGATION INFORMATION AND LOCATIONS OF SOIL BORINGS NOT SHOWN ON THE DRAWINGS. 4. COORDINATE ANY SHUTDOWN OF UTILITY SERVICES WITH THE PROPERTY OWNER, ARCHITECT, AND PRIVATE UTILITY OWNER. 5. REFER TO LANDSCAPE PLAN FOR ?�w,mANENT TURF RESTORATION AND PLANTING INFORMATION. 6. THE CONTRACTOR IS RESPONSIBLE r� R OBTAINING ALL REQUIRED PERMITS PRIOR TO BEGINNING WORK. 7. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE DEMOLITION PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 8. SEE ARCHITECTURAL PLANS FOR SITE LAYOUT. 9. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED GRADE. 10. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). 11. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. 12. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. GENERAL EROSION CONTROL NOTES: 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED SEDIMENT DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE CAPACITY OF THE DEVICE. REPLACE DETERIORATED OR DAMAGED EROSION CONTROL DEVICES WITHIN 24 HOURS. 3. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. 4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. 5. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH -GRADED, AND ALL DISTURBED AREAS IN WHICH GRADING OR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. REPAIR ERODED AREAS IMMEDIATELY. 6. LOCATE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A DOWNSLOPE DRAINAGE LENGTH OF NO LESS THAN 25 FEET FROM THE TOE OF THE PILE TO A ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT FENCE BARRIERS AROUND THE PILES. 7. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTLINED IN THE BEST MANAGEMENT PRACTICES HANDBOOK: 'PROTECTING WATER QUALITY IN URBAN AREAS,' PUBLISHED BY THE MINNESOTA POLLUTION CONTROL AGENCY. B. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE PERMANENTLY ESTABLISHED. COORDINATE REMOVAL WITH PERMANENT RESTORATION OF ALL AREAS OCCUPIED BY TEMPORARY DEVICES. 9. INSTALL SILTSACK EROSION CONTROL AT ALL NEW CATCHBASINS. 10. EROSION CONTROL PLAN, AS WELL AS THE WEEKLY AND POST RAINFALL EVENT INSPECTION REPORTS TO BE KEPT IN THE ON -SITE J08 TRAILER. 11. ADDITIONAL ROCK TO BE BROUGHT IN SHOULD ROCK ENTRANCES BECOME SOIL LADEN. 12. ALL STORM SEWER CATCH BASINS TO BE PROTECTED FROM SEDIMENT DEPOSITION WITH AN APPROVED CITY DEVICE SUCH AS THE ROYAL INFRASAFE COLLECTION DEVICE. 13. SEE LANDSCAPE PLAN FOR REVEGETATION SPECIFICATIONS. 14. SEE GENERAL EROSION CONTROL NOTES #1-8 FOR EROSION CONTROL IMPLEMENTATION SCHEDULE. MAWIC SYSTEMS CHANHASSEN, MN CITY OF CHANHASSEN RECEIVED APR 13 2007 OWMASSEN PLANNING 019 T i.x�... ..,y.M 621 Lillie Drive North hf' ; ,� s Mimeapolis, MN 55422-4609 (763) 545.9196 Fm (763) 525-1666 III--, �nnpQRATXIINI Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Wayzata MN 55391 www.mohagenhanson.com 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE. TYPED OR PRINTED NAME: DATE REG, NO. THE ENGINEER SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE CITY SUBMTTTAL 4tWO7 PROJECT NUMBER: (CLARKC07003) DRAWN BY: TLH CHECKED BY: AJP DATE: 4 W07 COMPUTER DIRECTORY: C070031MAMAC GRADING, DRAINAGE AND EROSION CONTROL PLAN CITY SUBMITTAL N C 1.0 FA CB RIM=975.32 INV••975.32-i1 �C i INV 9 .5^ FIELD I � 8!i` DIP STUB I m �x L 1j U If k?�tt ..... .... .... ..... _.... ............_ ....... ....... ....... ......._.. ,.._..-....------- ...... ............,,,�. ............. F....,............... ....... ....". .,.«...,,.(..' ....... ,,,..... ' r 1 11 142'-12' iRCP \ \ 1 \ CB O \ \ EXIS050 1PVC STUB CB ; i ' RIM 73.9 I 45 8N INV 69.98 \ \ \ i ( M 74.5 I NIV 71.5 I \, \ - - - - - - - - - - - - - - - FVTURE -� \ \ ODOR I 230'-12" RCP , \ 1 INV 58 8 \ \ I O 1.06% I I \ \ 78'-12', RCP \ I I I VERIF`I \ I \ O 0.28%'' 1031-6' PVC \ I f o -/J36X \ 1 1 �. ,S RNV 70.2.... f t } CB ✓ ' 1 f80'-12" RCP f II } I 1.57X' INV 68.80 j R CB i FUTURE EXPANSION RIM 71.2 I I ; MFT 5-0) / \• \ \ \.. r , : I 3 i RI 67.54 ,r 6' QIP COMBINED � € / WATER SERy�CE 58 -TV RCP t i 1 SANITARY O 1.00X.... I I I INV., 967.0 25.0 5' RCP r ' : PROPOSED BUILDING Ef E= 75:5flIt ..... � 1 000 l ( cry / J > I S f CB 1 rf RIM Y74 0 INV/ 66.210RD Q INV 65.29 SIDEWALK /` i ✓''i , ."`.. "` " % % f / �(-,..,/i.1 /I j r% CB RIM 74.0. r r IN\!„65.�9' f'00'- 1 / 6 / O 1.00x / f 50'-12' RCp 'r / / r l // "/ ///r• / /// / Y O 2.0- / w f // / / / • / � / � � 110'-18' RCP ,s rr... r�� A // �f // / IRIM 73.5 ( ! ,INN 84.29 .010 O 0.9�1X ",.'•' rr.'' �" �rf ,. f/ lop `.,. 80' 8' RCP j/ '''" �- / • / er• �•,l�Y i�L if.[1" ►.•if-..a�`�r+-'�T �w.•�•.e.�_._ "'yam �y ` � \ ?7 I 1 % /3/ rf ff /' r"" �\i� .000 Cl 965 �'� �'"' "'`o w` t\�•�^e��•�� PR(i0_/ I' 11(rj�/%// //// % - r _ ;..-. �: M= .� = \\ * ., \\.\• \ �� . LIME J r�r /d rr. /•/ �' i f , J F /, /' / f / r„ ,.-•. �." -• . 1 '•- ....:.,:,"',..• \\' \,�1'^ \ \\ \\..\\`� �` t r j _ L • y r'' / EDGE OF ICE \�� j' tr/ IJfIPi / \•,\��`��\�\�\'��`\ ,/ J t ) i %ffJrff/°�l LIIIII f (r t INV962.00 `I i I (` . I I I I I I I i I I it t \\ �� \\, �`\� �,� � !,\�1` \.✓ / .%' � /^r /f %r rr J fr/' /r ' j �% \��\ q•` I'l�j�!}t€: ! I( I �t�`� 1��t*•._-""/ f r'fr/%rJjJtr%r`rfrflr POND i1�.j�\\\rrfffr/'%rf`!`I`jrJr'f/f// •111 I i i?l.t I 1 • � � (. I • ( I ` I ' i •�� IIIlI1i,,111111t1 � IlIf�114t�' /f�//''.""'.r"....✓ ,jJJJJ,,J� �•IIiljlillliiill'I � `� I I j�l\�11 ~(11�1�1111111'i/;f�'✓.-�" Ifi1�(I111�{IIIIII I� C�� R,Y ; \'jl' I;;I;I�I��;I� f`iJt/r• r.,�" }:I rJ°lJjrrrr-4" I!jj�i'tll 11tl�li � /?• fT(1 Iii•��51 `\..ice J/r'JJ/r r f t ,►s _. ._EDGE:. OF ICE `,ii\zit\\\�\� Y.`"^wrv'�\`+`\....,,.. /�///% f''f+f ..✓�"�t..✓r" r ".. "ter .""' ...\\`* ~'y `^\ OF TREE \ Jh SCALE: 1 = 30' 30 15 0 30 60 LEGEND: (PROPOSED SYSTE ® CATCHBASIN O MANHOLE 111111, FLARED END SECTION STORM SEWER -E1E E IE SANITARY SEWER -�E - WATER SERVICE -F-F-- TES: 1. BIDDER WILL VISIT THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND GEOTECHNICAL REPORT, AND AD0''iONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. 2. ALL EXISTING CONDIfiONS TAKEN FROM SURVEY BY SCHOELL AND MADISON INC. 3. REFERENCE MECHANICAL AND ELECTRICAL PLANS FOR COORDINATION OR CONNECTION TO BUILDING SERVICES. 4. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATERMAIN, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 5. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 8 FEET OF COVER. 6. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND TOP OF WATERMAIN. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. 7. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES, REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL JOINTS). VERIFY JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY. 8. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, GATE VALVES AND OTHER APPURTENANCES SHOWN ON THE DRAWINGS AND DETAILS, AND AS REQUIRED FOR A COMPLETE INSTALLATION. VERIFY INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY REQUIREMENTS. 9. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 UNLESS OTHERWISE NOTED. 10. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA DEPARTMENT OF HEALTH PLUMBING CODE REQUIREMENTS. VERIFY WITH LOCAL GOVERNING AUTHORITY. 11. ALL CATCHBASINS SHALL HAVE NEENAH R3067. MANHOLE SHALL HAVE NEENAH R1642 SOLID UD CASTING. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL (651) 454-0002 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. (THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES.) THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES MUST BE DETERMINED BEFORE COMMENCING WORK. MAMAC SYSTEMS CHANHASSEN, MN 621 Lilac Drive Nmal Mimeapolu, MN 554224609 (763) 545-9196 Fm (763) 525-1666 !f w xlmlcyug.mm OlaI�QRWO COIIPOttAT10M Mohagen Hansen Architectural Fm Hm Group 1415 E Wayzata BNd Tel 952.473.1985 Suite 2D0 Fax 952.473.1340 Wayzata MN 55391 WWW.mohagenhaneen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: ' TYPED OR PRINTED NAME: DATE REG. NO. THE ENGINEER SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE Cm Su111INM L 4/L9/07 PROJECT NUMBER: (CLARKC07003) DRAWN BY: TLH CHECKED BY: A)P DATE: 4/L9/07 COMPUTER DIRECTORY: Co7003/MAMAC UTILITY PLAN CITY SUBMITTAL N C 2 0 0 MULCHED PLANTING AREA - EON _---'- - - KtMUVt IKGt AS REQUIRt ED - . _ . -p_ . _ . _ . 0 18'-0" l 26'-0" 18'-0" _ EXIST. TREE TO BE REMOVED 18'-0" 26'-0' 18'-0" - MULCHED PLANTING AREA AREA 0 �N EXIST. TREE -BE REMOVED 26'-0" - MULCHED I PLANTING AREA ss 19"45'54"W 0 I 0 M ■ PROPERTY LINE SOD 20'-0" 210'-0" REMOVE TREE L SOD AS REQUIRED POTENTIAL 16,800 FUTURE EXPANSION EXIST. TREE TO BE REMOVED EXIST. TREE TO BE REMOVED TOTAL PARKING STALLS: 86 SOD SITE/ LANDSCAPE PLAN A1.01 1" = 30'-0" 2 SITE MAP A1.0 NTS 0 I M r- 0 Go TRASH ENCLOSURE NEW 35,000 SF BUILDING EL. 975.5' 163'-4" MULCHED PLANTING AREA SOD z o co a �N79.51,1g.,w 192, 30 1 , EDGE OF TREELINE o: \ 0 60'-0" 23'-0" l 18'-0" SOD OT MULCHED PLANTING AREA 46'-0" MULCHED PLANTING AREA MULCHED PLANTING AREA �a 2-11 SOD 7 SOD LANDSCAPE GENERAL NOTES 1, LANDSCAPE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID TO BECOME COMPLETELY FAMILIAR WITH SITE CONDITIONS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES, CONDUITS, WIRES, ETC. ON THE PROPERTY. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN IMMEDIATE AREA, 4, TOPSOIL FOR ALL LAWN AREAS TO BE FURNISHED AND INSTALLED BY GC. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADING PRIOR TO SEEDING OR SODDING OPERATIONS. 5. ALL PLANTS SHALL BE OF SPECIMEN QUALITY, AND APPROVED BY LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. PLANTS SHALL HAVE NORMAL, WELL -DEVELOPED BRANCH SYSTEMS, A VIGOROUS FIBROUS ROOT SYSTEM; THEY SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUNSCALD INJURIES, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. ALL PLANTS SHALL BE NURSERY GROWN, 6. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 7. THE LANDSCAPE CONTRACTOR SHALL REPLACE AT NO CHARGE, ANY TREE,SHRUB, EVERGREEN, OR GROUNDCOVER WHICH FAILS TO LIVE THROUGH THE FIRST CALENDAR YEAR FROM THE TIME OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND THE OWNER. ALL PLANTS SHALL BE ALIVE AND IN NORMAL SATISFACTORY GROWING CONDITIONS AT THE END OF THE GUARANTEE PERIOD. 8. THREE INCH DEEP SHREDDED HARDWOOD BARK MULCH WILL BE INSTALLED UNDER ALL TREES AND SHRUBS THAT ARE ISOLATED FROM GROUND COVER AREAS AND GENERAL SHRUB MASSES. 9. WRAPPING MATERIAL SHALL BE FIRST QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. TREES SHALL BE WRAPPED PRIOR TO 12/1 AND REMOVED AFTER 5/1. 10. TREE GUYING IN ALL AREAS SHALL BE OPTIONAL. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TREES IN A STRAIGHT UPRIGHT CONDITION FOR A PERIOD OF TWELVE MONTHS FOLLOWING INSTALLATION. 11. ALL SHRUB BEDS TO BE MULCHED WITH 1.5" WASHED RIVER ROCK PLACED TO A THREE INCH DEPTH OVER WEED CONTROL FABRIC. 12. ALL MAINTENANCE EDGER SHALL BE COBRA VINYL EDGING. 13. ALL SOD SUPPLIED SHALL BE OF THE HIGHEST QUALITY CULTURED SOD AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FIRST WATERING OF ALL FRESHLY SODDED LAWN AREAS. AFTER THE FIRST WATERING THE OWNER TAKES FULL RESPONSIBILITY FOR SOD. 14.ALL SODDED AND PLANTING AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A DESIGN FOR IMPROVEMENTS TO IRRIGATION SYSTEM. TREE PLANTING NOTES 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2, PROCEED WITH CORRECTIVE PRUNING AS NECESSARY. 3. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFlLL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY, 4. PLANT SHALL BE PLACED IN PLANTING HOLE WHT BURLAP AND WIRE BASKET, IF USED, INTACT. 5. PLUMB AND BACKFlLL WITH BACKFlLL SOIL SPECIFIED 6, APPLY WATER TO SETTLE PLANTS AND FILL VOIDS, THEN CONSTRUCT 3" DEPTH WATERING BASIN. 7. WATER THOROUGHLY WITHIN 2 HOURS. 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 9. BIODEGRADABLE TWINE MAY BE LEFT ON AS SUPPORT BETWEEN THE ROOT BALL AND ROOT COLLAR. USE OF NON BIODEGRADABLE TWINE SHALL NOT BE PERMITTED. EDGE OF TREELINE TABULATION BOX PARCEL AREA 215,986 SF NUMBER OF EMPLOYEES 65 4.96 ACRES (AT PEAK SHIFT) BUILDING AREA 35,000 SF PARKING REQUIRED 7,000 OFFICE/200=35+50 ADDITION AREA 16,800 SF MANUFACTURING EMPLOYEES=85 % OF BUILDING COVERAGE 24% PARKING PROVIDED 86 INCL. 4 ACCESSIBLE PARKING AREA 60,778 SF SIDEWALK/OTHER IMPERVIOUS AREA 1,676 SF BUILDING HEIGHT 18'-0" % OF PARKING AREA 28% NUMBER OF STORIES 1 % OF TOTAL IMPERVIOUS AREA 53% OFFICE AREA 7,000 SF (INCL BUILDING W/ ADDITION) MANUFACTURING AREA 28,000 SF POTENTIAL FUTURE 16,800 SF % GREENSPACE 47% MANUFACTURING AREA EXISTING CANOPY COVERAGE AREA AS CALCULATED IN THE PREUMINARY PLAT IS NOT AFFECTED. ISOLATED TREES REMOVED FOR THIS PROJECT WERE NOT INCLUDED IN THE CANOPY COVERAGE AREA CALCULATIONS INCLUDED IN THE PLAT EXISTING CANOPY TO 46,313 SF REMAIN AREA % OF SITE CANOPY TO REMAIN 21% PLANTING PLAN SCHEDULE SYMBOL KEY CITY SIZE ROOT COMMON NAME SCIENTIFIC NAME COMMENTS �V11�% SS 13 2.5"-Cal. CONT. SPRING SNOW CRABAPPLE MALLS X HYBRIDS STRAIGHT LEADER LIN 8 3"-Cal B&B AMERICAN LINDEN TILIA AMERICANA STRAIGHT LEADER t SGJ 24 24" CONT SEA GREEN JUNIPER JUNIPERUS CHINENSIS SINGLE STRAIGHT LEADER 0 MP 36 24" CONT MCKAYS WHITE POTENTILLA POTENTILLA FRUTICOSA 'MCKAYS WHITE' PLANT 4'-0" O.C. HO 136 8' CONT VARIGATED HOSTA ALBO MARGINATA SITE NOTES 1. CONSTRUCTION LIMITS SHALL BE AS SHOWN ON THE DRAWINGS WITH THE FOLLOWING EXCEPTIONS: A) ALL DAMAGE DONE TO PRIVATE PROPERTY OUTSIDE THE CONSTRUCTION LIMITS SHALL BE REPAIRED TO THE CONDITIONS BEFORE DAMAGE WAS DONE. B) ALL DAMAGE DONE TO OR CHANGES MADE ON CITY STREETS, CURBS, GUTTERS OR UTILITIES SHALL BE REPAIRED OR COMPLETED TO MEET ALL CITY REQUIREMENTS. C) ACCESS TO UTILITY LINES OUTSIDE THE CONSTRUCTION UMITS ARE TO BE DETERMINED BY THE APPROPRIATE SUBCONTRACTOR. NOTES 1-A AND 1-8 SHALL BE CONSIDERED WHEN MAKING THE SELECTION OF UTILITY CONNECTION LOCATION, IF DIFFERENT FROM THAT SHOWN ON THE PLANS OR IF NO LOCATION IS SHOWN ON PLANS. 2. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY LOCATION OF AND COORDINATION OF SHUT -OFFS, CUT-OFFS OR RECONNECTION OF UTILITIES WHERE REQUIRED FOR DEMOLITION OF EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED TO COMPLETE THE WORK. 3, SIDEWALKS ON THE PROPERTY, UNLESS OTHERWISE NOTED, ARE 4 INCH THICK CONCRETE ON 4 INCH GRAVEL BASE WITH 6X6-W1.4XW1.4 WWF. LOCATE 1/2 INCH EXPANSION JOINTS AT ALL INTERSECTIONS AND AS REQUIRED TO MAINTAIN LENGTHS NO GREATER THAN 50 FEET WITHOUT EXPANSION JOINTS. GENERALLY, PROVIDE A SQUARE PATTERN OF TOOLED OR SAWN CONTROL JOINTS IN ALL SIDEWALKS. SEE GENERAL CONCRETE NOTES FOR FURTHER INFORMATION ON CONTROL JOINTS. 4, REMOVE ALL BIODEGRADABLE MATERIAL FROM THE SITE AND DISPOSE OF SUCH MATERIAL IN A MANNER WHICH MEETS ALL GOVERNMENTAL REGULATIONS. 5. CLEAN RUBBLE FROM DEMOLITION MAY BE BURIED ON SITE WITH A MINIMUM OF 2 FEET OF COVER, IF FINAL GRADES, ELEVATIONS AND LOCAL REGULATIONS PERMIT. 6. SUBJECT TO REVIEW AND APPROVAL OF THE CITY ENGINEER, IF REQUIRED. IN GENERAL, THE PLAN SHALL DIRECT SURFACE WATER AWAY FROM ADJOINING PROPERTY TO THE STORM DRAINAGE SYSTEM. DO NOT DAMAGE OR CUT LEADER FASTEN TRUNK TO STAKES WITH TREE RING, OR 3.6mm (9 GA.) GALVANIZED WIRE IN 13mmO PLASTIC HOSE I 2 T-RAIL IRON STAKES, 38x38x5mm 2500mm LONG, LOCATE STAKES 200mm AWAY FROM TREE TRUNK, WITH ONE ON SIDE OF PREVAILING WINDS a CROWN OF ROOT BALL SHALL BEAR SAME RELATION TO 0 FINISHED GRADE AS IT DID TO PREVIOUS GRADE MULCH CREATE SAUCER AROUND TREE 100 FINISHED GRADE CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL II B & B ROOT BALL COMPACTED TOPSOIL MIX AS SPECIFIED BELOW EXISTING SUB -GRADE SCARIFY PIT BOTTOM (MINIMUM 150mm) SPECIFICATIONS: 1. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 2. WATER THOROUGHLY AFTER INSTALLATION, 3. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 4, PROVIDE DRAINAGE FOR PLANTING PIT IF IN IMPERMEABLE SOIL. 5. TOPSOIL MIX, SEE SPEC. CONIFEROUS TREE DETAIL N.T.S. 13mmO BLACK PLASTIC HOSE 44 Q'p 3mm (NO.11 GA.) GALV. WIRE, COIL �� a ENLARGED DETAIL EACH END TIGHTLY TRIM BRANCHES TO REMAIN NATURAL FORM OF TREE USE APPROVED TREE DRESSING ON ALL ROOT AND BRANCH CUTS OVER 13mmO. WRAP TRUNKS GREATER THAN 60mm CALIPER WITH BURLAP 2 T-BARS 40x4Ox5x2400mm LONG MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT MULCH CREATE SAUCER AROUND TREE FINISHED GRADE CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL B & B ROOT BALL COMPACTED TOPSOIL MIX AS SPECIFIED BELOW SPECIFICATIONS: EXISTING SUB -GRADE 1. TOPSOIL MIX, SEE SPEC, SCARIFY PIT BOTTOM (MINIMUM 150mm) 2. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE, 3. WATER THOROUGHLY AFTER INSTALLATION. 4. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 5. PROVIDE DRAINAGE FOR PLANTING PIT IN IMPERMEABLE SOIL. 6. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. DECIDUOUS TREE DETAIL N.T.S. CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR WEAK BRANCHES FINISHED GRADE AROUND PLANT TO BE THE SAME AS ORIGINAL GRADE OF PLANT IN POT 'Lilmr. CREATE SAUCER AROUND SHRUB 'D GRADE CAREFULLY REMOVE TOP 1/3 OF BURLAP OR CONTAINER (IF CONTAINER IS NON -ORGANIC, REMOVE COMPLETELY) CUT SEVERAL SLITS IN ORGANIC CONTAINER TO FACILITATE ROOT PENETRATION. REMOVE BOTTOM COMPLETELY UALLtU & CUKLAt '!:U, UK UUNINNtK SCARIFY PIT BOTTOM (MINIMUM 150mm) NOTES: 1. TOPSOIL MIX, SEE SPEC, 2. WATER THOROUGHLY AFTER INSTALLATION, 3. EXCAVATE ENTIRE SHRUB BED AS SHOWN ON PROJECT DRAWINGS POTTED SHRUB DETAIL N.T.S. MAMAC SYSTEMS CENTURY BLVD. CHANHASSEN, MN Mohagen Hansen Architectural Group 0 1000 Twelve Oaks Center Dr. Tel 952.426.7400 Suite 200 Fax 952.426,7440 Wayzata NN 55391 www.mohagenhansentorn 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING, COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/13/2007 PROJECT NUMBER: 07057.0 MMC DRAWN BY: SRP CHECKED BY: TEM DATE: 4/13/2007 COMPUTER DIRECTORY: IdjobsVr mnc ARCHITECTURAL SITE PLAN & LANDSCAPE PLAN CITY SUBMITTAL N A1e0 FLOOR PLAN 3/32" = 1'-0" MAMAC SYSTEMS CENTURY BLVD. CHANHASSEN, MN Mohagen Hansen Architectural 20 Group 1000 TMdm Oaks Center Dr. Tel 952.426.7400 Saite 200 Fmt 951426.7440 Waymta MN 55391 wwwzd mhm son.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. • TODD MOHAGEN, REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CITY SUBMITTAL 4/13/2007 PROJECT NUMBER: 07057.0 MMC DRAWN BY: SRP CHECKED BY: TEM DATE: 4/13/2007 COMPUTER DIRECTORY: IdjobsUmm FLOOR PLAN CITY SUBMITTAL N (I) A2.0 T.O. PAR) 118 -0 Ah FIN. FLR. 100 -0 SOUTH ELEVATION A10J 3/16" = 1'-0" EAST ELEVATION 3/16" = 1'-0" DOCK SEALS W/ ROCKFACE CMU NORTH ELEVATION WAS AND WOODEN 3/16" = 1'-0" WEST ELEVATION 3/16" = V-O" INTERNALLY LIT 00 2—SIDED SIGN 0 i co w 10 N 10'-0" s MONUMENT SIGN A3.0 1/4" = 1'-0" •1 11\1 /./\fll\1/. "" ^APING LL BLOCK LCE CMU "'PJARVI1UCT�] IU SILL BLOCK X FACE CMU MAMAC SYSTEMS CENTURY BLVD, CHANHASSEN, MN Mohagen Hansen Architecturalcoup mu Group 1000 Tw" Oak® Cents Dr. Tel 9M426.7400 Suite 20D Fm 952.426,7440 Wanata MN 55391 wwwa ohagenhaneen com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE 1 CRY SUBMITTAL 4/13/2007 PROJECT NUMBER: 07057.0 MMC DRAWN BY: SRP CHECKED BY: TEM DATE: 4/13/2007 COMPUTER DIRECTORY: WN1011 WArmc EXTERIOR ELEVATION CITY SUBMITTAL N (1) A3.0