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CAS-05_HEARTLAND BUILDING EXPANSIONCITY 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. 5/11/07 2007-05 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 3/26/07 07-05 Site Plan Permit 07-05 Heartland Building Addition ❑ FORBIDS DUE For Recording ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Peter Kordonowy, Coeur Terra, LLP N enclosures are not as noted, kindly notify us at once. copies for approval copies for distribution corrected prints 07 SCANN' CITY OF CHANHASSEN SITE PLAN PERMIT # 07-05 SPECIAL PROVISIONS AGREEMENT ENT dated March 26, 2007, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Coeur Terra, LLP (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance to permit only 10 percent building transparency on the northern building elevation (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and fumish 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 Martin Woody Architects, dated 02/02/07. Plan B—Grading Plan prepared by Schoell & Madson, dated 02/02107. Plan C—Landscaping Plan prepared by Alan Whidby Landscapes, dated 08/20/97. 4. Time of Performance. The Developer shall install all required screening and landscaping by September 30, 2007. 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 $5,000.00 (boulevard restoration, erosion control and landscaping). 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: Mr. Peter Kordonowy Coeur Terra, LLP c/o Summerhill Commercial Real Estate, LLC 1458 White Oak Drive, Suite 106 Chaska, MN 55318 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 a 31,200 square -foot office warehouse expansion subject to the following conditions: a. The applicant 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 developer shall incorporate a gathering space in the northeast corner of the site including benches and or tables overlooking the natural areas to the east. c. If the interior of the north end of the building is converted to offices, windows shall be installed along that area of the building. d. The developer shall extend a sidewalk from the building to the sidewalk on Water Tower Place and include pedestrian ramps at all curbs. e. The applicant shall have a minimum of 9 canopy trees, 23 understory trees and 23 shrubs along Water Tower Place. f. The applicant shall replace the evergreens located in the northwest parking lot peninsula with overstory, deciduous trees. g. A revised landscape plan shall be submitted before building permit issuance which specifies size, quantity and species of proposed plantings. h. The building addition is required to have an automatic fire extinguishing system. i. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. j. Inlet protection shall be installed around all catch basins after installation and maintained until final stabilization occurs. k. The plans shall be revised to address issues that could arise as the result of run-on in the northwest corner of the site. 1. Silt fences shall be installed with J -hooks to prevent runoff from running around the end of the silt fences. in. Until building construction begins, the rock construction entrance shall be 75 feet in length in accordance with the City's standard detail. n. 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. o. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. p. 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 (NPDES Phase II Construction Site Permit)) and comply with their conditions of approval. q. Provide drainage area maps and calculations to ensure that they are the same as what was previously accepted. r. Provide rational method calculations for the storm sewer. s. Ground (i.e. non -paved) surface grades shall not be less than 2%. Paved grades shall not be less than 1%. Grades along curb line must not be less than .5%. 3 t. Emergency overflow locations and elevations must be shown on the plan. u. An easement is required from the appropriate property owner for any off-site grading. v. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. w. Areas disturbed areas in City right of way must be sodded. x. Show heavy duty and light duty pavement sections on the plans. y. Access for tractor trailers shall be limited to 82od Street. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. CITY OF CHANHASSEN 7Z� WJ'—A BY: Thom A. Furlong, AND: it odd Gerhardt, City Manager p-ar Terra LLP DEVELOPER: Toact,sI�W G,»rQ /VILP BY: ids panor Its p✓ STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisll� day of, 200-7, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of hanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. J.WN =ary STATE OF MINNESOTA ) (ss. COUNTY OF Carver ) ARY PU IC The foregoing instrument was acknowledged before me this 30M day of #pr; 20Mby Coeur TerrA LLP A/' 7—owehIme,thedeveloper. Gr -sup N up ;FTAee'ie) P4r4-ntr 6y TAo,*,Xr r Kor1onowlr � 9CAOMI PAr/-neF- � NTARY UBLIC IV PETER A KORDONOMIY IIOT�NY pI1Bl1C-►dMiESOT� r IRA~ DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMrr EXH IT "B" GENERAL CONDITIONS 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. 7. Responsibility for Costs. 0 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 attomeys' 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 fust 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 ContracL F. Occuoancv. 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- 1. ropertyI. 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 7 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. ations. 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. E 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 30th day of April, 2007. NLI COMMERCIAL MORTGAGE FUND, LLC, a Delaware limited liability company By: PRINCIPAL REAL ESTATE INVESTORS, LLC, a Delaware limited liability company, as attorney-in-fact By ® Name: pr Title: Co6lsttC4w+*# ww+ By 66% '—� Name: � ewm Title: #" STATE OF IOWA ) COUNTY OF POLK ) On thi�day of 20 �i , before me, the undersi ed, a Notary Public in and for the said State, pe sot nally appeared �(,, (� . nd to me personally known to be the identical persons whose names are sed to f rego' g instrument, who being by me duly sworn, did say that they are the _ = eQ"�,.; respectively, of PRINCIPAL REAL ESTATE INV RS, LLC, a Delaware limited liabil1 pany, as attorney-in-fact for NLI Commercial Mortgage Fund, LLC, a Delaware limited liability company, and that the seal affixed to the instrument is the seal of Principal Real Estate Investors, LLC; that the instrument was signed and sealed on behalf of the company by Principal Real Estate Investors, LLC, as attorney-in-fact of NLI Commercial Mortgage Fund, LLC; and that the aforesaid individuals each acknowledged the execution of the foregoing instrument to be the voluntary act and deed of Principal Real Estate Investors, LLC, as attorneys -in -fact of said company, by it and by them voluntarily executed. Notary Public in and for said State SAAR ;? � s Cornmissbn tMmiDer 159591 ,�,� My ComMISSIM OS February Ik - 6 -7 -os 7. A revised landscape plan shall be submitted before building permit issuance which specifies size, quantity and species of proposed plantings. 8. The building addition is required to have an automatic fire extinguishing system. 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. March 27, 2007 CITY OF CIIANIIASSEN Mr. Peter Kordonowy Coeur Terra, LLP T700 Market Boulevard c/o Summerhill Commercial Real Estate, LLC PO Box 147 1458 White Oak Drive, Suite 106 Chanhassen, MN 55317 Chaska, MN 55318 Administration Phone: 952.227,11 off Re: Heartland America Building Expansion Fax: 952.227.1110 Planning Case #07-05 Building Inspections Phone: 952.227.1180 Dear Peter: Fax: 952.227.1190 Engineering On March 26, 2007, the Chanhassen City Council approved a 31,200 square -foot Phone: 952.227.1160 office warehouse expansion to an existing 101,600 square -foot building with a Fax: 952.227.1170 variance to permit only 10 percent building transparency on the northern building Finance elevation, plans prepared by Martin Woody Architects, dated February 2, 2007, Phone: 952.227.1140 subject to the following conditions: Fax: 952.227.1110 Park & Recreation 1. The applicant shall enter into a site plan agreement with the City and provide Phone: 952227.1120 the necessary security to guarantee erosion control, site restoration and Fax: 952.227.1110 landscaping. Recreation Center 2310 e:95 .22711400 Phone: 952.227.1400 2. The developer shall incorporate a gathering space in the northeast corner of � � g g p Fax: 952.227 1404 the site including benches and or tables overlooking the natural areas to the east. Planning & Natural Resources Phone: 952.227,1130 3. If the interior of the north end of the building is converted to offices, windows Fax:952.227.1110 shall be installed along that area of the building. Public Works 1591 Park Road 4. The developer shall extend a sidewalk from the building to the sidewalk on pe g Phone: 952.227.1300 Water Tower Place and include pedestrian ramps at all curbs. Fax:952.227.1310 Senior Cerner 5. The applicant shall have a minimum of 9 canopy trees, 23 understory trees Phone: 952.227.1125 and 23 shrubs along Water Tower Place. Fax 952.227.1110 Web Site 6. The applicant shall replace the evergreens located in the northwest parking lot www.ci.chanhassen.mn.us peninsula with overstory, deciduous trees. 7. A revised landscape plan shall be submitted before building permit issuance which specifies size, quantity and species of proposed plantings. 8. The building addition is required to have an automatic fire extinguishing system. 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. Mr. Peter Kordonowy Heartland Building Expansion Planning Case 07-05 March 27, 2007 Page 2 9. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. 10. Inlet protection shall be installed around all catch basins after installation and maintained until final stabilization occurs. 11. The plans shall be revised to address issues that could arise as the result of run-on in the northwest comer of the site. 12. Silt fences shall be installed with J -hooks to prevent runoff from running around the end of the silt fences. 13. Until building construction begins, the rock construction entrance shall be 75 feet in length in accordance with the City's standard detail. 14. 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. 15. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 16. 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 (NPDES Phase II Construction Site Permit)) and comply with their conditions of approval. 17. Provide drainage area maps and calculations to ensure that they are the same as what was previously accepted. 18. Provide rational method calculations for the storm sewer. 19. Ground (ie. non -paved) surface grades shall not be less than 2%. Paved grades shall not be less than I%. Grades along curb line must not be less than .5%. 20. Emergency overflow locations and elevations must be shown on the plan. Mr. Peter Kordonowy Heartland Building Expansion Planning Case 07-05 March 27, 2007 Page 3 21. An easement is required from the appropriate property owner for any off-site grading. 22. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 23. Areas disturbed areas in City right of way must be sodded. 24. Show heavy duty and light duty pavement sections on the plans. 25. Access for tractor trailers shall be limited to 82°0 Street. Enclosed is a site plan agreement that must be executed by Coeur Terra, LLP. 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 July 24, 2007). The required security specified in the site plan agreement shall be submitted prior to the City issuing a building permit. 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. Sincer Robert Generous, AICP Senior Planner Enclosure ec: Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official 9:\plan\2W7 planning cases\07-05 heartland building additim\apptoval letter.dm CITY OF CHANHASSEN SITE PLAN PERMIT # 07-05 SPECIAL PROVISIONS AGREEMENT dated March 26, 2007, by and between the C] TY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Coeur Terra, LLP (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance to permit only 10 percent building transparency on the northern building elevation (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan 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 Martin Woody Architects, dated 02/02/07. Plan B—Grading Plan prepared by Schoell & Madson, dated 02/02/07. Plan C—Landscaping Plan prepared by Alan Whidby Landscapes, dated 08/20/97. 4. Time of Performance. The Developer shall instal] all required screening and landscaping by September 30, 2007. The Developer may, however, request an extension of time from the City. N 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 $5,000.00 (boulevard restoration, erosion control and landscaping). 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: Mr. Peter Kordonowy Coeur Tena, LLP c/o Summerhill Commercial Real Estate, LLC 1458 White Oak Drive, Suite 106 Chaska, MN 55318 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 a 31,200 square -foot office warehouse expansion subject to the following conditions: a. The applicant 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 developer shall incorporate a gathering space in the northeast corner of the site including benches and or tables overlooking the natural areas to the east. c. If the interior of the north end of the building is converted to offices, windows shall be installed along that area of the building. d. The developer shall extend a sidewalk from the building to the sidewalk on Water Tower Place and include pedestrian ramps at all curbs. e. The applicant shall have a minimum of 9 canopy trees, 23 understory trees and 23 shrubs along Water Tower Place. f. The applicant shall replace the evergreens located in the northwest parking lot peninsula with overstory, deciduous trees. g. A revised landscape plan shall be submitted before building permit issuance which specifies size, quantity and species of proposed plantings. 2 h. The building addition is required to have an automatic fire extinguishing system. i. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. j. Inlet protection shall be installed around all catch basins after installation and maintained until final stabilization occurs. k. The plans shall be revised to address issues that could arise as the result of run-on in the northwest comer of the site. 1. Silt fences shall be installed with J -hooks to prevent runoff from running around the end of the silt fences. in. Until building construction begins, the rock construction entrance shall be 75 feet in length in accordance with the City's standard detail. n. 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. o. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. p. 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 (NPDES Phase H Construction Site Permit)) and comply with their conditions of approval. q. Provide drainage area maps and calculations to ensure that they are the same as what was previously accepted. r. Provide rational method calculations for the storm sewer. s. Ground (i.e. non -paved) surface grades shall not be less than 2%. Paved grades shall not be less than I%. Grades along curb line must not be less than .5%. 3 t. Emergency overflow locations and elevations must be shown on the plan. u. An easement is required from the appropriate property owner for any off-site grading. v. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. w. Areas disturbed areas in City right of way must be sodded. x. Show heavy duty and light duty pavement sections on the plans. y. Access for tractor trailers shall be limited to 82°d Street. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. 10)1SYI]��►. Wil:/:[.Y.Y�i►1 fW Gf`1-93 Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: M 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 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen. MN 55317 (952)227-1100 the developer. NOTARY PUBLIC CII'Y OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 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 Developers 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. 7. Responsibility for Costs. 21 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 attomeys' 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 fust 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. Recordine. This Permit shall run with the land and may be recorded against the title to the property- 1. ropertyI. 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 N 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 9 a CITY OF CgANgASSEN 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 6 Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Worlm 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web SNe www.adianhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: March 26, 2007 SUBJ: Heartland America Building Expansion, Planning Case #07-05 EXECUTIVE SUMMARY The developer is proposing a 31,200 square -foot expansion to an existing building. The proposed expansion would continue the architectural detail and color of the building. Since the project was originally approved, the City has adopted standards requiring 50 percent fagade transparency for building elevations visible from public roads. The northern elevation contains mostly warehouse space, which does not support the installation of windows. The applicant is requesting a variance from this requirement. ACTION REQUIRED City Council approval requires a majority of City Council present. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on March 6, 2007 to review the proposed development. The Planning Commission voted five for and none against a motion recommending approval of the site plan with the variance. The Planning Commission felt that the fagade transparency requirement was not appropriate since the rest of the building was built under different standards in 1997. The fagade transparency requirement was adopted on September 24, 2001. The Planning Commission minutes for March 6, 2006 are item la of the March 26, 2007 City Council packet. The Planning Commission directed staff to evaluate the fagade transparency requirement relative to the function and use of buildings. RECOMMENDATION Staff recommends adoption of the motion as specified on pages 11 - 12 in the staff report dated March 6, 2007 approving the 31,200 square -foot expansion with a variance. ATTACHMENTS 1. North Elevation Picture. 2. South Elevation Picture. 3. East Elevation Picture. 4. Planning Commission Staff Report Dated March 6, 2007. 9:xplanx2007 planning cases\07-05 heartland building additiontexecutive summmy.doc 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. STAFF REPORT PROPOSAL: Request for site plan approval for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance for property zoned Planned Unit Development. LOCATION: APPLICANT: 7975 Century Boulevard (Lot 1, Block 1, Arboretum Business Park) Martin Woody Architects 4048 Spruce Road Minnetrista, MN 55375 (952)446-9991 Coeur Terra, LLP c/o Summerhill Commercial Real Estate, LLC 1458 White Oak Drive, Suite 106 Chaska, MN 55318 PRESENT ZONING: Planned Unit Development, PUD (office -industrial park with support commercial) 2020 LAND USE PLAN: ACREAGE: 10.14 ac. Office/Industrial DENSITY: F.A.R.0.3: SUMMARY OF REQUEST: The developer is proposing a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance for fenestration. LEVEL OF CITY IN DECISION-MAKING: 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 those 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. Notice of this public hearing has been mailed to all property owners within 500 feet. SCAMEo Location Map Heartland Building Expansion Planning Case No. 07-05 City of Chanhassen SCANNED State Hwy 5 Arboretum Boulevard (D z 0 Cc rate Place i COUher Bouleve� /O d P—_ a er SUBJECT SITE - - City of Chanhassen City of Chaska v m = < t i 0 n o i x M,m SCANNED Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 2 PROPOSAL/SUMMARY The developer is proposing a 31,200 square -foot expansion to an existing building. The development is located within the Arboretum Business Park, a light industrial/office park with some support commercial uses. The proposed expansion would continue the architectural detail and color established with the rest of the building. Since the project was originally approved, the City has adopted standards requiring 50 percent facade transparency for building elevations visible from public roads. The northern elevation contains mostly warehouse space, which does not support the installation of windows. The applicant is requesting a variance from this requirement. Staff believes the variance request is reasonable and is recommending approval with the condition that if the area is converted to office space, then windows will be installed continuing the pattern on the east side of the building. The PUD estimated up to 30 percent floor area ratio on this site, to which the proposed expansion brings the site. The PUD permits up to 1,295,350 square feet of budding area within the project. Based on the analysis of the existing and proposed development, 1,014,035 square feet of building area will be developed within Arboretum Business Park. This site was previously graded for the initial development of the 101,600 square -foot building. Water and sewer service was provided to the site as part of the Arboretum Business Park development. The proposed development complies with the Chanhassen City Code, subject to approval of the variance, and the development design standards. Staff is recommending approval of the proposed site plan with the variance to the fenestration requirement subject to the conditions of the staff report. APPLICABLE REGUATIONS Chapter 20, Article H, Division 3, Variances Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Arboretum Business Park Development Standards 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 Outlets 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. Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 3 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 June 9, 1997, the City Council approved site plan #97-6 for Heartland America, a 101,600 square -foot office industrial building (Steiner Building 1) on Lot 3, Block 1, Arboretum Business Park. 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. • Approved the preliminary PUD #92-6 for an officelindustrial 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. SITE PLAN ARCHITECTURAL COMPLIANCE \!R1 O -ifla s+ - ��- ♦— — • .._ see • w�A Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 4 Size portion Placement The building elevation incorporates an arched, recessed treatment at the entryways and false entryways (on the north end of the building) to enhance building entry areas. Entrances incorporate a champagne anodized aluminum system Painted pre -cast concrete panels with reveal edges to mimic windows are continued on the north building fagade. Material and detail The building is constructed of pre -cast concrete panels. Windows are incorporated in each panel on the east side of the building. Knock -outs for windows are incorporated on the north side of the building. Color The primary building color is off-white (color 1) that encompasses the top half of the concrete panels. The areas in the window band and along the top of the building consist of tan (color 2). The applicant is proposing terra cotta colored entrance feature accents (color 5), two brown 8 - inch reveal accent bands (color 3) above and below window trim and an 18 -inch brown/tan (color 4) reveal separates the top from the bottom half of the building. . Color #1 - Modest White SW #6084 (off white) Color #2 - Sand Dune SW #6086 (tan) Color #3 - Grounded SW #6089 (brown) Color #4 - Down Home SW #6081 (brown/tan) Color #5 - Awning Red SW #2314 (terra cotta) Height and Roof Design Building height is one story with the top of the parapet at 28 feet. The arched building entrances, rather than an entrance canopy, provide a pitch roof motif for the building. Mechanical equipment located on the roof shall be screened by the parapet walls through either placement or the use of low profile units. Facade transparency The applicant is requesting a variance from the 50 percent transparent windows and or doors requirement. The northern building elevation conceals warehouse space, which is not appropriate for the installation of windows. However, the panels are designed such that if office space were to be constructed in this area, the wall panels can be punched out to provide for windows. All other areas shall include landscaping material and architectural detailing and articulation (see attached Findings of Fact and Recommendation). Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 5 Site Furnishing The developer shall incorporate a gathering space in the northeast corner 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 provided by locating these facilities on the western side of the building. Screening of service yards and loading docks is accomplished through the location and site landscaping with conifers along Water Tower Place. Landscaping Minimum requirements for landscaping for the Arboretum Business Center Lot 1, Block 1 addition include 1,392 square feet of landscaped area around the parking lot, 6 trees for the parking lot, and bufferyard plantings along property lines. The applicant's proposed as compared to the requirements for all landscape requirements is shown in the following table. The applicant will need to increase plantings along Water Tower Place in order to meet minimum requirements for bufferyard categories. Lot Frontage and Parking location The building expansion is designed to front on Century Boulevard. Access to the site is via Water Tower Place. Parking is distributed around the building. Approximately 54 percent (33 of 61) of the parking is between the front facade and the street. Required Proposed Vehicular use landscape area 1,392 sq. ft. > 1,392 sq. ft. Trees/vehicular use area: Overstory trees 6 canopy trees 6 canopy trees Islands/peninsulas 3 islands/peninsulas 5 islands/peninsulas Water Tower Place 9 canopy trees 8 canopy bufferyard C — 460' 23 understory trees 16 understory 30' width 23 shrubs 11 shrubs Century Blvd. 4 canopy trees 6 canopy buffzyard C — 220' 11 understory trees 12 understory 30' width 11 shrubs 15 shrubs West property line 3 canopy trees 3 canopy Bufferyard B — 250' 5 understory trees 5 understory 30' width 5 shrubs 40 shrubs The applicant will need to increase plantings along Water Tower Place in order to meet minimum requirements for bufferyard categories. Lot Frontage and Parking location The building expansion is designed to front on Century Boulevard. Access to the site is via Water Tower Place. Parking is distributed around the building. Approximately 54 percent (33 of 61) of the parking is between the front facade and the street. Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 6 LIGHTING/SIGNAGE The developer is proposing the installation of five light poles with single -headed light standards and four wall -mounted lighting units. Four of the poles have a 25 -foot height. The pole to the west of the building has a 30 -foot pole height. Wall -mounted units are proposed at a height of 25 feet. 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. Each property is allowed one monument sign per street frontage. 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. One sign is installed on Century Boulevard. Another monument sign could be installed on Water Tower Place. Wall signs shall be permitted per city ordinance for industrial office park sites. However, a separate sign permit is required for each sign. ACCESS A new driveway is proposed accessing Water Tower Place. Truck traffic primarily will use the existing access via West 82nd Street. The developer shall extend a sidewalk from the building to the sidewalk on Water Tower Place. GRADING, DRAINAGE AND EROSION CONTROL The 10.2 acre site is bordered by Water Tower Place to the north, Century Boulevard, 82nd Street to the south, and Arboretum Business Park 2nd and and Addition to the west. The Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 7 office/warehouse building that exists on site will be expanded from 101,600 square feet to 132,800 square feet. The high point of the site divides the site into two main pieces. Approximately 50 percent of the site drains through a series of catch basins to the pond at the intersection of 82nd Street and Century Boulevard. The remaining 50 percent of the site drains through catch basins and enters an existing pond at the intersection of Coulter Boulevard and Century Boulevard. The hydrologic calculations have not been provided. The ponds in the area have been designed to accommodate the storm water for the building addition, but it is unclear if the drainage areas are the same as what was previously accepted. Drainage area maps and calculations shall be provided to ensure that they are the same as what was previously accepted. Rational method calculations to ensure proper sizing of the storm sewer shall also be provided. Ground (i.e. non -paved) surface grades shall not be less than 2%. Paved surfaces shall be a minimum of 1%. Curb line grades shall be a minimum of .5%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Any grading in the City right of way will need to be sodded. RETAINING WALLS There are no retaining walls proposed for the building expansion. UTILITIES The sanitary sewer and water connections were constructed as part of the original building site. No additional connections will be required for the building addition. All of the utility improvements are required to be constructed in accordance with the City s latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the City, MPGA, and the Watershed District. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 8 EASEMENTS No additional easement will be required with the building expansion. STREETS/PARIGNG LOT There are currently two access points to this site. One of the accesses is on Century Boulevard and the other one is on 82°a Street. The developer has proposed another access point on Water Tower Place to provide circulation. Staff has checked to see if this access can line up with the accesses across Water Tower Place, but the grades do not allow this to happen. If the driveway was moved to line up with either of the other two driveways across Water Tower Place, it would be too steep and not conform with the driveway ordinance. The trip generation during the peak hour of the day is 27 trips per access. Since the trip generation is low for this type of building, staff believes that this access will not be a safety hazard and recommends approval of this access. The pavement sections for light duty and heavy duty will need to be shown on the plans. Upon completion of the parking lot, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. Access for tractor trailers shall be limited to 82m Street. The access on Water Tower Place is not sufficient due to the cross slope of the entrance, turning radius of the trucks, and the parking lot pavement section. MISCELLANEOUS The building addition is required to have an automatic fire extinguishing system. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. Detailed occupancy and building area related code requirements cannot be reviewed until further information is provided. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. COMPLIANCE TABLE PUD Building Height 3 stories Building Setback N - 30'E - 50' W -0'S-30' Parking stalls 30 Parking Setback N - 20'E - 20' W -0'S-0' Arboretum Business Park — Bldg 1 Expansion 1 story 28 feet N -92'E-117' W - 158'S - 49.5' 62 stalls N -20'E-43' W -35'S-20' Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 9 PUD Arboretum Business Park—Bldg 1 Expansion Hard surface 70%* 73% Coverage Lot Area 1 acre 10.14 acres *The development may average 70% impervious surface over the entire project. Individual lots may exceed the 70% coverage. Based on the analysis of the existing and proposed development within Arboretum Business Park, the overall impervious surface would be 68 percent. Variances Required — building transparency: Only ten percent of the northern elevation has windows and doors. Fifty percent of the first floor elevation that is viewed by the public shall include transparent windows and or doors. Parking Standards: office, 5 per 1,000 sq. ft., or 10 spaces; warehouse, 1 per 1,000 sq. ft. for the first 10,000 sq. ft., then 1 per 2,000 sq. ft., or 20 spaces. Total required parking 30 spaces. The applicant has provided 62 spaces. Project Building Lot Area Impervious Notes Area (acres) Coverage % (square feet Heartland (SPR #97-6) 132,800 10.14 73 Proposed expansion and Planning Case 07- under review 05 Arboretum Business 113,600 9.2 70 Park Bldg It (SPR#98- 4 Arboretum Citco 5,737 1.88 58 SPR#99-1 Steiner Bldg, 3 59,990 4.53 61 SPR#99-13 Parker Hannafm 64,000 5.4 75 32,000 sq. ft. future (SPR#01-06) expansion included in building area and site coverage Arboretum Auto 7,800 1.5 65 Services Center SPR#01-08 US Bank SPR#02-04 3,066 1.07 67 Kinder Care Learning 10,434 1.81 45 Center SPR#02-05 Century Blvd. Court 10,366 1.14 52 (SPR#03-01 Vengra Design 20,000 1.8 68 Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 10 Project Building Lot Area Impervious Notes Area (acres) Coverage % (square feet SPR#03-04) Holiday Inn Express 53,000 3.13 54 SPR#03-08) Lifetime Fitness 309,000 22.18 70 2nd of three buildings (Planning Case 04-22) under construction Arboretum Business 25,300 2.69 68 Not constructed Center (Planning Case 06-16 PUD Lot 2, Block 1 30,320 est. 2.32 70 undeveloped PUD Lot 1, Block 2 159,822 est. 12.22 70 undeveloped PUD Lot 1, Block 3 8,800 est. 2.02 70 Undeveloped Totals 1,014,035 83.03 68 LOTS 1& 4 TEL KU4K �- '/ , RESIAURAM OFFICES { I AMY CARE CLINICS NEBLTN CLUB OFFICERESEARUI.. INDUSTRIAL MAJOR CORPORA .. \\ 1 II ✓ s r HAIlLERy / A` `. - LOTS =98.85 PRaouCT10N ': // L • %, T PAWL- 48.99 CONFER ENCE/ CONVE 1 %/'. y _ �:..` ROW = 14.M Ty CENTER 6 LTIOTA !LOTS Q/- / TOTAL -181.]8 ACRES T /5.98 AC Br b40 AC TAt, LOTS 13 VLTd.lg %�$SI 1 I' ifs F�,{' ,.f/Td'dS OTS 33 ,p 4. INOusTRIAL 4 ` 9�M.QgQ / pgo gqo!® �•�� LEGEND WAREHOUSE UTILM aENVM:E� ARMr 1's1 t. ry% , \ OIRLOr • c.rs� 4 .N.r. OFFOE .'LOT b IC:\AQ,31 II H \ *51 C smnl:,te �— s.uen. n.11. @{0 1 �-1-tDTY4 I I LOT i 4t I 11 `(pyILO WRaSE PROPEgilt _� I ! T��12I1' AC. -50Dw,2 wicE RUUSTRIAL 1� i G. & -� tai, - PUD PLAN umma 5��* 7••" ARBORETUM BUSINESS P/ Lors 1 I �' � � cxarvxassEN.Iwv carom Ac—_.'4-I FA9T I .. I i� • _ amOFFICE CLINIC INOUSTAILL OFF= FWVee. 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. Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 11 Staff and the Planning Commission recommend that City Council adopt the following motion and adoption of the attached findings of fact and recommendation: "The City Council approves Planning Case 07-05 for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance to permit only 10 percent building transparency on the northern building elevation, plans prepared by Martin Woody Architects, dated February 2, 2007, subject to the following conditions: 1. The applicant 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 developer shall incorporate a gathering space in the northeast corner of the site including benches and or tables overlooking the natural areas to the east. 3. If the interior of the north end of the building is converted to offices, windows shall be installed along that area of the building. 4. The developer shall extend a sidewalk from the building to the sidewalk on Water Tower Place and include pedestrian ramps at all curbs. 5. The applicant shall have a minimum of 9 canopy trees, 23 understory trees and 23 shrubs along Water Tower Place. 6. The applicant shall replace the evergreens located in the northwest parking lot peninsula with overstory, deciduous trees. 7. A revised landscape plan shall be submitted before building permit issuance which specifies size, quantity and species of proposed plantings. 8. The building addition is required to have an automatic fire extinguishing system. 9. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. 10. Inlet protection shall be installed around all catch basins after installation and maintained until final stabilization occurs. 11. The plans shall be revised to address issues that could arise as the result of run-on in the northwest comer of the site. 12. Silt fences shall be installed with J -hooks to prevent runoff from running around the end of the silt fences. Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 12 13. Until building construction begins, the rock construction entrance shall be 75 feet in length in accordance with the City's standard detail. 14. 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. 15. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 16. 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 (NPDES Phase II Construction Site Permit)) and comply with their conditions of approval. 17. Provide drainage area maps and calculations to ensure that they are the same as what was previously accepted. 18. Provide rational method calculations for the storm sewer. 19. Ground (ie. non -paved) surface grades shall not be less than 2%. Paved grades shall not be less than 1%. Grades along curb line must not be less than .5%. 20. Emergency overflow locations and elevations must be shown on the plan. 21. An easement is required from the appropriate property owner for any off-site grading. 22. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 23. Areas disturbed areas in City right of way must be sodded. 24. Show heavy duty and light duty pavement sections on the plans. 25. Access for tractor trailers shall be limited to 82nd Street.,, Heartland Building Expansion Planning Case 07-05 March 6, 2007 Page 13 ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application 3. Letter from Peter A. Kordonowy to Bob Generous Dated 2/14/07 4. Reduced Copy Site Plan 5. Reduced Copy Floor Plan 6. Reduced Copy East Elevation 7. Reduced Copy Grading & Drainage Plan 8. Reduced Copy Site Survey 9. Reduced Copy Landscape Plan 10. Reduced Copy Site Lighting Proposal 11. Arboretum Business Park Design Standards 12. Memo from Mark Littfin to Robert Generous dated 2/13/07 13. Public Hearing Notice and Mailing List g:\plan\20(7 planning cas X07-05 heartland building additim\cuff report heartland exp.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Planning Case #07-05 Application of Martin Woody Architects and Coeur Terra, LLC for Site Plan Review for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance to permit only 10 percent building transparency on the northern building elevation. () On March 6, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Martin Woody Architects and Coeur Terra, LLC for a site plan review with a variance for the property located at 7975 Century Boulevard (Lot 1, Block 1, Arboretum Business Park). The Planning Commission conducted a public hearing on the proposed site plan with variance was 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 The property is currently zoned Planned Unit Development, PUD. 2. The property is guided by the Land Use Plan for officelindustrial uses. 3. The legal description of the property is: Lot 1, Block 1, Arboretum Business Park. 4. Site Plan Findings: a. The proposed project 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 as well as the design standards for Arboretum Business Park; b. The proposed project is consistent with the site plan review requirements; c. The proposed project 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. The proposed project 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. The proposed project 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. E The proposed project 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. 5. Variance Findings: a. Literal enforcement of the zoning requirements for fagade transparency would cause an undue hardship since this area of the building is proposed for warehouse not office use. b. The conditions upon which this variance is based are not applicable, generally, to other properties in the Planned Unit Development district which are not proposed for office or retail type uses. c. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. d. The alleged difficulty or hardship is not a self-created hardship, but is a function of the proposed use of the building. 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 of land is located. 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. 2 6. The planning report #07-05 dated March 6, 2007, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan with variance for fagade transparency for the 31,200 square -foot expansion. ADOPTED by the Chanhassen Planning Commission this 6th day of March, 2007. CHANHASSEN PLANNING COMMISSION F" Its Chairman M. Email: CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION nt Name and Address: Name and Phone:9S2 6 - Email: Delerk a Planning Case No. O- - (yo— CITY jCITY OF CHANHASSEN RECEIVED FEB 0 2 2007 CHANHASSEN PLANNING DEPT 'SS: Suis Ater / oM/n rCr� I Rea I Es fP/ LC r r'vG /'4 3/ DrewY, eri 4/I Ifpr Fax: 5-2 ZZ3-3502 r WA eY Lomm 4� COA1 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 Oflge Sign Plan Review Site Plan Review (SPR)06\Z Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) ZOO Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost' $50 CUP/SPRNACNAR/WAP/Metes & Bounds $450 Minor SUB bL'ne r TOTALFEE$ 1312 PcicK01"4t8Z 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'/Y" 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 NAM�E�i�348.-Ti-z& ` ^'� ��[�Ysn ' /��'•, ^ - ,nJ _ f'CI,d—�J� \I t ory- 1 LOCATION:1 tV��jl�V('�r�7t�l W ��y/�,��F�n�SdnC�r n�,,ili �fVt c� CJy WIf�1 LEGAL DESCRIPTION: w 1 �WICi t F tVi� C71G4Ul�/l TOTALACREAGE:( t 4: 1. � K`�� WETLANDS PRESEI PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: S, 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 Owners 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. IJA;� JL i Signature of AppMant E(A � o-cr�, Signature of F n _-, Date GAPLAMforms\Development Review Application.DOC 6CANNEO Rev. 12/05 SUMMEMILL Commercial Real Estate, LLC February 14, 2007 Bob Generous Senior Planner Ctty of Chanhassen via: e-mail to gbenerousCaci.chanhassen.mn.us 7700 Market Boulevard and mail PO Box 147 Chanhassen, MN 55317 RE: Arboretum Business Park I Building Expansion (Heartland) 8085-8175 Century Boulevard Facade Transparency Variance Justification Dear Bob, This letter is being written to address the requirement for a written justification of how the fagade transparency variance request for the Arboretum Business Park I building expansion meets all conditions for granting of the variance. (1) The proposed 31,200 square foot building expansion will improve the look of the existing site by filling in a vacant lot in an architecturally uniform and tasteful way within the design criteria that were required when the building was originally built in 1997. By maintaining the uniformity of the existing design of the building, the site will provide good aesthetics for this corner lot, and give a sense of completion to this area of Arboretum Business Park. Features designed in to the proposed plan submitted to the city include four (4) articulated entrances with landscaping, building standard windows along the entire east side, a new driveway entrance, and wrap around double row parking. The proposed facade transparency is 1,280 square feet versus 2,020 square feet required by Sec. 20-1068. The architect for the project, Martin Woody, is proposing to provide knock out panels in the north pre -cast walls of the expansion in the warehouse area for future additional windows if the area is ever converted to office, which would create 1,536 square feet of facade transparency. Literal enforcement of Sec. 20-1068 Facade transparency would cause undue hardship to this proposed building expansion because it is not possible within the original design of the building and attempting to meet it would create an unusual hybrid designed building element into an otherwise generally uniform and well planned set of properties located within 500 feet. As Arboretum Business Park I was the first building built in Arboretum Business Park (in 1997), it sets the baseline for preexisting standards. Completion of this project in a uniformly designed way will not depart downward from any properties within 500 feet, but will complement and improve them by completing this corner. 1458 White Oak Drive, Suite 106, Chaska, MN 55318 tele:952.556.5151 fax:952223.3302 cell: 952.221.7580 peterWsummerhillcommercialcom www.summerhilicommercial.com e SUMMERHILL Commercial Real Estate, LLC (2) When Arboretum Business Park I was originally built, the potential for a future expansion was shown on plans submitted to the city, however, for the next two (2) multi -tenant buildings built within Arboretum Business Park; Arboretum Business Park II at 7920-8030 Century Boulevard completed in 1999 and Arboretum Business Park III at 2909-2925 Water Tower Place completed in 2001, no plans for expansion were shown or intended, and as such, using the two (2) neighboring projects as examples, the conditions for this petition of variance are generally not applicable within the same zoning classification. (3) The purpose of the variation is to create a project that completes the vacant lot in a uniform and aesthetically appropriate way, within the design elements of the existing structure built in 1997. No consideration has been given to increase the value of the land on the cheap, but only to build the expansion in a manner that is in harmony with existing projects in the neighborhood. (4) Martin Woody, the third party architect for this project, has stated that the new fagade transparency requirements cannot be met for the building expansion of Arboretum Business Park I within the design elements of the existing building. The hardship is not a self created hardship as it is clearly being caused by the difference between the original approved design in 1997, and the current design requirements based on Sec. 20-106. (5) Granting the variance for the building expansion of Arboretum Business Park I will in no way be detrimental to the public welfare or injurious to other land or improvements in the neighborhood, rather, granting this variance will positively impact the neighborhood by completing a vacant corner lot in a tasteful and architecturally uniform way in a manner appropriate to the originally approved development. (6) As the proposed addition meets the city's setback requirements, height restrictions, and other zoning requirements, justification of the variation does appear to include discussing adequate light and air to the adjacent property, congestion of public streets, or visibility and site distances, and therefore, the variance is in compliance with these criteria. Property values of the area will not be impaired by this proposed variance, rather, completion of this project as proposed will have a positive impact on the adjacent properties by completion of the corner vacant land in a manner that is uniform to the existing structure's design, creating a finished and complete building that is in harmony with the original design of the structure built in 1997. No increase to fire danger or endangerment of public safety will occur due to this variation as the nature of the fagade transparency variation is not a life safety issue. 1458 White Oak Drive, Suite 106, Chaska, MN 55318 tele: 952.556.5151 fax: 952.223.3302 cell: 952.221.7580 peterk@summerhillcommercial.com www.summerhilicommercial.com 44� SUMMERHILL Commercial Real Estate, LLC Thank you for the opportunity to present this letter. If you have any questions on the above, please contact me at 952/556-5151. Sincerely, Summerhill Commercial Real Estate, LLC Peter A. Kordonowy Property Manager cc: Martin Woody, Martin Woody Architects 1458 White Oak Drive, Suite 106, Chaska, MN 55318 tele: 952.556.5151 fax: 952.223.3302 cell: 952.2217580 peterk@summerhillcommercial.com www.summerhillcommercial.com MY OFCHANHASSEN RECEIVED FEB 0 2 2007 CW*PAM PLANNING DEPT rllOJECT TEAM, NMNI.L 4war.L rY rMIIW I ![ INDEX TO DRAWINGS, pp' j[ . 4A. �moa caan _ _ _ ___ ___________________ __ --- — ----- I---------------- -------- 1 - �/r r -- rililill�A I PROrOsID ADgT EXISTING BUILDING is r I aw � I i I � r. v ______=_� CITY OF CHANHASSEN RECEIVED FEB 0 2 2007 CtlAN MWN PLANNING DEPT �� Qf z> « rtLL Lw�s I � f 77 !!f C t W .s.•s. _-r-_F_T_�_- I I I I 10 K re r� ••� w r.� 5j� 7 g FLQ7R FLAN �\ E •r" A2 CITY OF CHANHASSEN RECEIVED FEB 0 2 2007 CHANHASSEN PLANNING DEPT n WGlT GIGVATION nv W NORTN GLI'VATION r.0 sw. wv °oDaL �~�rnr ru�r �'W4Mr �-v w�suvr n to 'r 1.1Lw.. w.e� FOu A3 4 G i v.�i.n �6� mwr su.r �'W4Mr �-v w�suvr n to 'r 1.1Lw.. w.e� FOu A3 apDw FI01@ n P..er..0 www vP.. mm ati w'nuarr wwra aiA.oeo r`�enFw� w n..w w w�wwr°°e w�i w�aosrF .awF� xe xvr pnw n w.WG P sl2 P.dw wP,> �iw.L ......�.w. 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A..oc. 4c, Y00 inn M..v Ca.t. ASMm... MI rySl)R M1Y..Y cmtec0 .M.Y Sb'W. .1wy. t9Yl 9f. 0.W1 CITY OF CHANHASSEN RECEIVED FEB 0 2 2007 CHANHASSEN PLANNING DEPT Scale, P - 20r-0' Arboretum Business Park Addition -Site Lighting Proposal Chanhassen, Minnesota 1I. L. S letiN�cYG. k q Adopted 7/28/98 Amended 7/26/99 Amended 8/13/01 Amended 12/10/01 Amended 4114/03 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 nc 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; Lotsl, 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. (Lot 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. (Lot: 3, 4 and 5, Block 1; Lot 1, Block 3; and Lots 2, 3, 4 and 5, Block 4) (Amended 12/10/01 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 12/10/01) 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 I 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 8/13/01) • 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 Buildin ng Maximum Setback Building/Parking Hw s. 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 ACRES 14.72 Building Size/FAR (square feet) N/A PARKING N( 41 /dedication 2.38 82" Street Dedication 1.80 Interior Roadway 10.54 Park land/Open space putlot A&B) 48.36 N/A Upland 16.6 10 Wetland 28.7 Ponds ".01 Industrial (30% office) Ask M 74.07 .30 FAR (blended) 2/1000 s.f. Lot 3, Block 1 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 8.98 235 Lot 1, Block 2 12.23 320 Lot 5. Block 4 , 23._20 L159,822 (3/1000) 1_'13 Wrase 2.64 68 Commercial 14.59 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 368,000 / (432,000) 83,770 31% Gateway Business Park 151.75 1,150,579/ 3,212 Total 100% 1,259,850 TOTAL 154.39 1,186,079/ 3,310 1,295,350 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. () 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 1. 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. 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. f. Site Landscaping and Screening Landscaping along Highways 41 and 5 shall comply with Buffer yard standard C. Coulter Boulevard, Century Boulevard, and West 82nd 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°d 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. 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. In. Lighting 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. 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 1/2 candle at the property line. This does not apply to street lighting. L 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. 0 LOTS 1 & 4 ..HOT B NK r �' ✓ `� RESTAURANT OFFICES DAY CARE CLINICS LOT 5 �- 'i: ` LOT 4 (-1'+- LO y \ 14 BAC�� 8,¢ HEALTH CLUB OFFICE RESEARCH�� INDUSTRIAL ) MAJOR CORPORAT 1 HEAifflsj (.OTS = 88.65 PRODUCTION I)�/% /�'� /%�i� PARK = 48.36 - 1FERENCE/CONVENT ��I ��f�li� -- ROW = 14.72 CENTER COT 1 , .' LOT 2 —fLO 3 --: ,'� j% -�° TOTAL = 151.73 ACRES .,5.40 AC 6 98 LOTS 1.3 LOTS 3.5 `� �, .. ,�; l� oho D 'S �\ INDUSTRIAL LEGEND WAREHOUSE p / \�911�1�1�/`� Entry Mo.=u ON Sm,tTree, Ir UTILITY SERVICE I h4!�C I�-��$, • 'i'iy� Elewud 5lgm / Poodr 11\� Lr 3� t� �� rl I �� , r ('}TL • Grouod 5igm Wetlandr OFFICE \\1\I\ 1.° vi I. / //II i2 Sma Cighu Ped/Bike Trails til ' .x h LOT 1 ar ` WRASE PROPERTI' )ekS3 Y� �� 0. 12.22 AC OFFICE INDUSTRIAL PUD PIAN 1 e \ UTILITY SERVy '�� ;,� c ARBORETUM BUSINESS PA LOTS 1 &i"�;�,K�U i /.� a p 4 J''' CHANHASSEN,MN GAS/CO 7T-' FAST BANK --�—h �,_�.--�_ ..' _ v..�• DAYCARE OFFICE OT 1 - omiaordou� CLINIC • INDUSTRIAL OFFICE 21�YI11' FIG GFL a 0 CITY OF CHMSEN 7700 Market Boulevard PC Box 147 Chanhmn, MN 55317 Administration Phone 2271 too MEMORANDUM Fax: 952.227.1110 Building Inspections TO: Robert Generous, Senior Planner Phone. 952.227 1180 Phone: 952.227.1400 Fax: 952.227.1190 I have reviewed the site plan for the above project. In order to comply with the Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or FROM: Mark Littfin, Fire Marshal Engineering submitted at this time. If additional plans or changes are submitted, the appropriate Fax: 952.2271110 Phone: 952.227 1160 DATE: February 13, 2007 Fax: 952.227.1170 I have no issues or concerns at this time. I will review building plans as they are Phone: 952.227.1300 Finance SUBJ: Request for a site plan approval for a 31,200 square foot office Phone: 952.227.1140 gAsafety\rnlxplrev07-05 warehouse expansion to an existing 101,600 square foot building Fax 952227 1110 Fax: 952 227.1110 with a variance for property zoned Planned Unit Development Park & Recreation located at 7975 Century Boulevard, Lot 1, Block 1, Arboretum Phone: 952227.1120 Business Park, Martin Woody Architects. Fax: 952.227.1110 Recreationenlef Planning Case: 07-05 Heartland Building Expansion er Boulevard 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 I have reviewed the site plan for the above project. In order to comply with the Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or Planning & Natural Resources city ordinance/policy requirements. The site plan is based on available information Phone: 952.227.1130 submitted at this time. If additional plans or changes are submitted, the appropriate Fax: 952.2271110 code or policy items will be addressed. Public Works 1591 Park Road I have no issues or concerns at this time. I will review building plans as they are Phone: 952.227.1300 submitted. Fax: 952.227.1310 Senior Center gAsafety\rnlxplrev07-05 Phone: 952.227.1125 Fax: 952 227.1110 Web Site www.ci.chanhassen.mn.us 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. 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 February 22, 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 Heartland Building Expansion — Planning Case 07-05 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. K J. Enge ar t, Dep Clerk Subscribed and sworn to before me this "d day of2007. Notary Attlic '� KIM T. MEUIMSSU' Notary Public-Minnesc My Commission Expires Jan 31 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 6, 2007 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Approval for a 31,200 square -foot office Proposal: warehouse expansion to an existing 101,600 square -foot Proposal: building with a Variance for property zoned Planned Unit Development — HEARTLAND BUILDING EXPANSION Applicant: Martin Woody Architects Property 7975 Century Boulevard Location: (Lot 1, Block 1, Arboretum Business Park) 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. at the Meeting: 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/sery/plan/07-05.htmi. If you wish to talk to someone about this project, please contact Bob Questions & Generous by email at bpenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written Comments: 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, Weiland 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 commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is 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, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 6, 2007 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Approval for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot Proposal: building with a Variance for property zoned Planned Unit Development — HEARTLAND BUILDING EXPANSION Applicant: Martin Woody Architects Property 7975 Century Boulevard Location: (Lot 1, Block 1, Arboretum Business Park) 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 public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 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/07-05.html. If you wish to talk to someone about this project, please contact Bob Generous by email at boenerous@ci.chanhassen.mn.us or by Questions & phone at 952-227-1131. If you choose to submit written Comments: 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 commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is 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. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a wn'plason of reCOrda oforromon and data located in various on, wunty, state and federal offices and other soorces regarding Me area shown, and is to be used for reference porwsss only. The City does not warrant that the Geographic Infonration System (GIS) Data used to prepare this map are error free, and Me City does not represent that the GIS Data can be used for navigational, tmcking or any other purpose requiring starting measurement of distance or direction or pression in Me depiction of geographic features. 0 mors or discrepancies are found please contact 952-227-1107. The preceding dsclaimer is provided pursuant to Minnesota Statures §666-03. Subd. 21 (2000), and Me user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all clams, and agrees to defend, indennity, and hold han Less the City from any and all darns brought by User, its errployees or agents, or third parties which arse out of the users awes or use of data Doesced. rw.an..%e \t•—"F - ulsclalmer This rtap is neither a legally recorded map nor a survey and is not intended to be used as me. Tics map is a Connotation of records. information and data Iwxted in various city, county, state and federal offices and other swmes regarding Me area shown, antl is to be used for reference pumoses only. The City does not %,arrant that the Geograpnic Infomabon System (GIS) Data used to prepare this map are error free, end the City does not represent Mal the GIS Data ran be used for navigational, tracking or any other purpose requiring erecting measurement of distance or direction or prassiw in the depicbon of geographic featuresp errs or discrepancies are found please comas 952-227-1107. The preceding 6solamer is provided pursuant to Minnesota Statutes §Oa6.03, Subd. 21 (2000), and Me user of this map acknoWedges that the City shall not to liable for any Barrages, antl eituressly waives all dans, and agrees to Wood, indennity, and hold hanNess Me City from any and all dams brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided. FAE HOLIDAY NORWOOD LLC J & J REAL ESTATE PROPERTIES JTT PARTNERS LLP 4567 AMERICAN BLVD W C/O A -Z RENTALS C/O KAY MAASS MINNEAPOLIS, MN 55437 -1123 6641 MINNEWASHTA PKV 201 SUNSET BLVD EXCELSIOR. MN 55331 -9657 WACONIA . MN 55387 -1234 WATERTOWER PARTNERS LLC PO BOX 532 VICTORIA. MN 55386 -0532 CHASKA GATEWAY PARTNERS 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 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 MICHAEL D & JANE E SCHLANGEN 1941 MELODY HILL CIR EXCELSIOR. MN 55331 -8805 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 COEUR TERRA LLP C/O SUMMERHILL COMMERCIAL R E 1458 WHITE OAK DR STE 106 CHASKA, MN 55318 -2525 CHASKA BUSINESS CENTER LP C/O SENTINEL REAL ESTATE CORP 1251 6TH AVE 35TH FLOOR NEW YORK, NY 10020 -1180 BAILIWICK ENTERPRISES LLC 4260 NOREX DR CHASKA. MN 55318 -3047 PARA PARTNERS LLC 1620 WEST FARM RD CHASKA, MN 55318-9507 Public Hearing Notification Area (500 feet) Heartland Building Expansion Planning Case No. 07-05 City of Chanhassen W �sr State Hwy 5 Arboretum Boulevard m a U! Co rate Place 2 Coulter Boulevard. , — A J e er m SUBJECT SITE _ City of Chanhassen City of Chaska v m m D 0 o I v n x m CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Planning Case #07-05 b-1- 05 Application of Martin Woody Architects and Coeur Terra, LLC for Site Plan Review for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance to permit only 10 percent building transparency on the northern building elevation. () On March 6, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Martin Woody Architects and Coeur Terra, LLC for a site plan review with a variance for the property located at 7975 Century Boulevard (Lot 1, Block 1, Arboretum Business Park). The Planning Commission conducted a public hearing on the proposed site plan with variance was 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 The property is currently zoned Planned Unit Development, PUD. 2. The property is guided by the Land Use Plan for office/industrial uses. 3. The legal description of the property is: Lot 1, Block 1, Arboretum Business Park. 4. Site Plan Findings: a. The proposed project 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 as well as the design standards for Arboretum Business Park; b. The proposed project is consistent with the site plan review requirements; c. The proposed project 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. The proposed project 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; SCANNED e. The proposed project 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. The proposed project 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. 5. Variance Findings: a. Literal enforcement of the zoning requirements for fagade transparency would cause an undue hardship since this area of the building is proposed for warehouse not office use. b. The conditions upon which this variance is based are not applicable, generally, to other properties in the Planned Unit Development district which are not proposed for office or retail type uses. c. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. d. The alleged difficulty or hardship is not a self-created hardship, but is a function of the proposed use of the building. 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 of land is located. L 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. 2 6. The planning report #07-05 dated March 6, 2007, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan with variance for fagade transparency for the 31,200 square -foot expansion. ADOPTED by the Chanhassen Planning Commission this 6th day of March, 2007. CSI,/•\W,I &&M:A NUWAN WZM 0-7-05 City Council Meeting - March 26, 2007 Receive Commission Minutes: -Planning Commission Verbatim and Summary Minutes dated March 6, 2007 b. Resolution #2007-21: Koehnen Area/Yosemite Avenue Street Reconstruction Project 07-01: Call Assessment Hearing. C. Resolution #2007-22: Tanadoona Drive/Dogwood Road Reconstruction Project 06-06: Approve Plans & Specifications, Authorize Ad for Bids. d. Approval of 2007 Liquor License Renewals. e. Resolution #2007-23: Approve Light Duty Vehicle Purchase: PWO16MMM All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRSENTATIONS: Debbie Lloyd: Good evening. My name is Debbie Lloyd. I live at 7302 Laredo Drive. I'm wondering if there will be an open public hearing at all, any comments regarding the school? If not I have a few comments to share now. Mayor Furlong: Why don't we take that up at the time we take that up. Debbie Lloyd: Okay, thank you. Mayor Furlong: Anyone else for visitors presentations? Okay. LAW ENFORCEMENT/FIRE DEPARTMENT UPDATE. Mayor Furlong: Typically our last council meeting of the month we receive an update from both our Fire Department and Sheriffs Department on public safety issues in the city. We received both reports in our packet. Chief Geske mentioned that he would not be here, and I know that Sergeant Gullickson is on vacation, escaping to cold weather apparently so, at this point I would ask, I know we received both reports in our packets. If there are questions at this point that we can address, that people would like to address to them through Mr. Gerhardt, we can do that. Otherwise we can address them separately as well. No? Okay. Very good. We'll receive our next monthly update in the appropriate time. HEARTLAND BUSINESS EXPANSION, 7975 CENTURY BOULEVARD, LOT 1, 2 @CAXMM City Council Meeting - March 26, 2007 Public Present: Name Address Fred Richter 103 Edgewood Court, Wayzata Kate Aanenson: Thank you Mayor, members of the City Council. The subject site is an expansion of an existing building in the Arboretum Business Park. The expansion is for the approximately 31,000 square feet to, on a 100,000 square foot building. This item did appear before the Planning Commission on March 6`s and there was some lengthy discussion regarding the transparency requirement, which III discuss in a minute. The site itself is actually a 3 comer lot and when we put together the industrial standards, the PUD standards for this, there was some careful consideration given to building orientation and if you note on the back side of this building, which doesn't have the street orientation, is where the loading docks were. So this PUD was actually put together in 1997. Since then the city did change their transparency requirements so the application before you tonight does have a variance request regarding that. I just want to share with you what the building looks like now. So there are windows on this far end, which is hard to see on this but there are windows on the office space here. Again this is predominantly warehousing. This is the north side, the back side of the building which doesn't have street frontage. There are some offices with the loading dock. This is the north side where the addition is, and then you can see those smaller windows. So the addition that's being proposed does mimic the same so you've got the windows here, so the addition would also mimic this same percentage there. So staffs opinion, based on the standards that were put in place at the time, the fact that it's a three sided lot, it's staffs opinion was they were matching that and it didn't seem realistic to, because it's, you could look at the function of the building. They did put the windows where the office part is. The rest of it is warehousing and it didn't really fit the function. But what the Planning Commission recommended is that we go back and look at the transparency requirements on some of those older, industrial parks so they wouldn't have to seek variances, so we'll pursue that in a future action. Well go back and amend the code, and that's what they directed staff to do. So with that, this is pretty much a straight forward application because predominantly it's graded. There's not a lot of civil issues with it. No retaining walls. Pretty straight forward. Additional landscaping is required and additional parking. To meet all the standards of the zoning ordinance, except for the transparency requirement, so we are recommending approval as stated on the recommendation starting on page 11, that you approve the site plan with the variance. With the findings of fact attached in the staff report and I'd be happy to answer any questions. Mayor Furlong: Thank you. Any questions for staff at this time? Councilman Litsey: Just a quick question on, if in fact it would be converted to office space down the road, there's a provision right in here as I read, then they would install windows? Kate Aanenson: That's correct. These are pre -cast tilt up's so it's a little bit more difficult to maybe meet the entirement but it would, it's my understanding, the best that they could if that was to change over. 3 City Council Meeting - March 26, 2007 Fred Richter: Once the industry standard, they can come out... Mayor Furlong: Good. Councilman Litsey: That's the only question I had. Mayor Furlong: The picture of the front view, the east view. That's south I think. Kate Aanenson: This one? Mayor Furlong: That one. That's your on the south looking north along the east view of the building, is that correct? Kate Aanenson: Yes. Mayor Furlong: So the expansion there's going to be at the far end? Will there be, where you can see the, I don't know what you call those doorway arches or whatever. Will there be another one of those so as you look along that east view? Fred Richter: That will be actually 1, 2, 3, 4, 5 of them. Mayor Furlong: Will the expansion include one as well? Fred Richter: Five. Kate Aanenson: So the two ends really mirror each other. Fred Richter: And one clarification that was a diagram that you had. The corner is chamfered. Kate Aanenson: This one doesn't show it but it would, these two mirror it. Mayor Furlong: And let me rephrase this and maybe this is a question for you sir. Maybe why don't you come on up and we'll get your name on the record, so people at home can hear. The north side of the building of the northeast comer of the building, and that, the expansion part, is going to be the same and mirror the southeast and southeast corner of the building, with a chamfer an everything? Fred Richter: With the chamfer and the big arched openings, but the amount of windows will be different on the north. They won't come all the way around. They'll go to the chamfer. Mayor Furlong: Okay. So as we look at the south, we've got both the south view. Kate, your picture there. Kate Aanenson: Yeah, actually I've got a colored one and if you look at, yeah. If you look at this. It's hard for you to see but if you can see where this orange is and where the windows are V. City Council Meeting - March 26, 2007 going to be. You'll still have the same mirrored look so these two... so these two match each other. Mayor Furlong: The south face had some more windows. Kate Aanenson: That's correct. Mayor Furlong: And will have more windows than the north. But you're still going to have the same arches along the east face, and the chamfer. Thank you. Fred Richter: Fred Richter with the ownership, the Heartland ownership. Mayor Furlong: Great, thank you. Councilman Peterson: It's good to be back Fred? Fred Richter: Yeah, it's good to be back. Mayor Furlong: Anything else for staff? If not then, anything that you want to add or any presentation from the applicant? Fred Richter: Want to go ahead and build it. Mayor Furlong: Alright. Questions for the applicant or discussion from council? Any thoughts or discussion? Councilman Peterson: They've been addressed. I move to approve. Mayor Furlong: Thank you. Is there a second? Councilman Litsey: Second. Mayor Furlong: Made and seconded. Any discussion on the motion? Councilman Peterson moved, Councilman Litsey seconded that the City Council approves Planning Case 07-05 for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance to permit only 10 percent building transparency on the northern building elevation, plans prepared by Martin Woody Architects, dated February 2, 2007, subject to the following conditions: 1. The applicant 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 developer shall incorporate a gathering space in the northeast comer of the site including benches and or tables overlooking the natural areas to the east. City Council Meeting - March 26, 2007 3. If the interior of the north end of the building is converted to offices, windows shall be installed along that area of the building. 4. The developer shall extend a sidewalk from the building to the sidewalk on Water Tower Place and include pedestrian ramps at all curbs. 5. The applicant shall have a minimum of 9 canopy trees, 23 understory trees and 23 shrubs along Water Tower Place. 6. The applicant shall replace the evergreens located in the northwest parking lot peninsula with overstory, deciduous trees. 7. A revised landscape plan shall be submitted before building permit issuance which specifies size, quantity and species of proposed plantings. 8. The building addition is required to have an automatic fire extinguishing system. 9. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. 10. Inlet protection shall be installed around all catch basins after installation and maintained until final stabilization occurs. 11. The plans shall be revised to address issues that could arise as the result of run-on in the northwest corner of the site. 12. Silt fences shall be installed with J -hooks to prevent runoff from running around the end of the silt fences. 13. Until building construction begins, the rock construction entrance shall be 75 feet in length in accordance with the City's standard detail. 14. 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 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. City Council Meeting - March 26, 2007 15. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 16. 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 (NPDES Phase II Construction Site Permit)) and comply with their conditions of approval. 17. Provide drainage area maps and calculations to ensure that they are the same as what was previously accepted. 18. Provide rational method calculations for the storm sewer. 19. Ground (i.e. non -paved) surface grades shall not be less than 2%. Paved grades shall not be less than 1%. Grades along curb line must not be less than .5%. 20. Emergency overflow locations and elevations must be shown on the plan. 21. An easement is required from the appropriate property owner for any off-site grading. 22. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 23. Areas disturbed areas in City right of way must be sodded. 24. Show heavy duty and light duty pavement sections on the plans. 25. Access for tractor trailers shall be limited to 82°d Street." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman Peterson: Now you can build it. Mayor Furlong: And I think Ms. Aanenson, with regard to the direction from the Planning Commission on reviewing that, I think the council, I didn't hear any objection to that and I think that makes a lot of sense. APPLICANT, ANDERSON -JOHNSON ASSOCIATES. INC.. AND INDEPENDENT SCHOOL DISTRICT 112: A. INSTITUTIONAL DISTRICT (OI): 07-05 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 07-05 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March 6, 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 Site Plan Approval for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a Variance for property zoned Planned Unit Development located at 7975 Century Boulevard (Lot 1, Block 1, Arboretum Business Park). Applicant: Martin Woody Architects — HEARTLAND BUILDING EXPANSION. 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/07-05.htnil 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_generous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on February 22, 2007) CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 07-05 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March6, 2007, at 7:00p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan Approval for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a Variance for property zoned Planned Unit Development located at 7975 Century Boulevard (Lot 1, Block 1, Arboretum Business Park). Applicant: Martin Woody Architects HEARTLAND BUILDING A plan showing the location of the Proposal is available for public review on the. Cjty's, web site at tnrs public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous&i.chanhassen.ron.us Phone: 952-227. 1131 (Published in the Chanhassen Villager on Thursday, February 22, 2007; No. 4829) Affidavit of Publication Southwest Suburban Publishing 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. , / (B) The printed public notice that is attached to this Affidavit and identified as No. 7 was published on the 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: abcdefghijklmnopgrstuvwnyz Laurie A. Hartmann Subscribed and sworn before me on thist�f 3ay of 2007 Notary Public ='�L7Is RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 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 ':=n Date: February 5, 2007 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: Request for site plan approval for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance for property zoned Planned Unit Development located at 7975 Century Boulevard (Lot 1, Block 1, Arboretum Business Park), Martin Woody Architects. Planning Case: 07-05 Heartland Building Expansion The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on February 2, 2007. The 60 -day review period ends April 3, 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 concerning 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 March 6, 2007 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than February 23, 2007. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 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 SCANNED Location Map Heartland Building Expansion Planning Case No. 07-05 City of Chanhassen MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: February 9, 2007 SUBJ: Site Plan review for building expansion 7975 Century Blvd. (Heartland Building) Planning Case: 07-05 Heartland Building Expansion I have reviewed the plans for the above building addition received by the Planning Department on February 2, 2007. Following are my comments, which should be included as conditions of approval. 1. The building addition is required to have an automatic fire extinguishing system. 2. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Detailed occupancy and building area related code requirements cannot be reviewed until further information is provided. 4. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. G/PLAN/2007 Planning Cases/07-05 Heartland Building Addition/buildingof7icialcomments.doc RECEIVED FEB 8 2007 CITY OF CHANHASSEN Voice I Data I Internet I Wireless I Entertainment February 7, 2007 Mr. Robert Generous Senior Planner City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Dear Mr. Generous: _41"*� EMBARQ Embarq Corporation 343 East 82nd Street Chaska, MN 55318 EMBMQ. com I received your letter dated February 5, 2007 regarding the site plan approval for a 31,200 square -foot office warehouse expansion. We do not see any problems that would exist. Thanks, Victoria A. Raines Embarq 343 E. 82nd Street Chaska, MN 55318 952-448-8301 May 2, 2007 Riley Legal Advisor. Krebsbach and Haik, Ltd. 225 South Sixth Street, Suite 4320 Minneapolis, MN 55402 Puraatory 612333-7400 Fax: 612333-6959 Bluff Creek Engineering Advisor: Bart Engineering 4700 West 77th Street Minneapolis, MN 55435 Watershed District 952632-2600 Fax: 952832-2601 Web Site: http//www.rileypurgatorybluffcreek.org Mr. Galen Tongen Steiner Construction Services 3610 County Road 101 Wayzata, MN 55391 Re: Permit #2007-13: Heartland America Addition: Chanhassen Dear Mr. Tongen: The Board of Managers of the Riley -Purgatory -Bluff Creek Watershed District has reviewed the plans and grading and land alteration permit application as submitted to the District for the construction of a building addition to Heartland America located at 8085 Century Boulevard in Chanhassen. The Managers approve of the grading and land alteration permit subject to the following conditions: 1. All conditions as outlined in the attached General Provisions are applicable. If you have any questions regarding the conditions of the District's permit, please call us at 952-832-2600. Engineers for the District the Board of Managers 3ATORY-KUFF CREEK WATERSHED DISTRICT c: Paul Haik Erin Ahola Lori HaakV ::ODMA\PCDOCS\DOCS\248163\1 Board of Managers Howard Peterson James Landini Kenneth Wend Michael Casanova Erin Ahola Permit: #2007-13 Project Name: Heartland America Addition: Chanhassen Approval Date: May 2. 2007_ General Provisions 1. All erosion control measures shown on the plans must be installed prior to commencement of grading operations and be maintained until all areas altered on the site have been restored. If silt fence is used, the bottom flap must be buried and the maximum allowable spacing between posts is 4 -foot on center. All posts must be either 2" x 2" pine, hardwood, or steel fence posts. If hay bales are used, all bales must be staked in place and reinforced on the downstream side with snow fence. The silt fence must be orange in color, which will be more evident and easier to locate for removal at the completion of the project. 2. All areas altered because of construction must be restored with seed and disced mulch, sod, wood fiber blanket, or be hard surfaced within two weeks from the completion of construction or no later than November 1, 2007. 3. Upon completion of construction and restoration of areas disturbed, the permit applicant is responsible for the removal of all erosion control measures installed throughout the site. 4. Street sweeping must he undertaken and completed on an as -needed basis. 5. At the entryway onto the site, a rock filter dike being a minimum of 2 feet in height and having maximum side slopes of 4:1 must be constructed. This rock filter dike will enable construction traffic to enter the site and also provide an erosion control facility. 6. The District must be notified in writing a minimum of 48 hours prior to commencement of construction. Upon receipt of this notification, a field inspection of the project site by the Districts engineer will be undertaken to ensure that all erosion control measures have been properly installed. Construction cannot commence until this field inspection has been completed. 7. Upon completion of the project, the permit applicant is required to complete and submit the middle portion of the attached permit, indicating that the project has been completed. Upon receipt of this application, a field inspection of the site by the Districts engineering advisor will be undertaken to ensure that all areas have been properly restored and that all erosion control measures throughout the project site have been removed. 8. The Riley -Purgatory -Bluff Creek Watershed District (RPBCWD), its officers, employees and agents review, comment upon, and approve plans and specifications prepared by permit applicants and their consultants for the limited administrative purpose of determining whether there is reasonable assurance that the proposed project will comply with the regulations and criteria of the RPBCWD and other state and federal agencies. The determination of the RPBCWD that issuance of this permit is appropriate was made in reliance on the information provided by the applicant. ::ODMA\PCDOCS000S124816311 9. The grant of this permit shall not in any way relieve the permittee, its engineer, or other professional consultants of responsibility, nor shall it make the RPBCWD responsible for the technical adequacy of the engineer's or consultants work. The grant of this permit shall not relieve the permittee from complying with all conditions and requirements of the permit, which shall be retained, by the permittee with the permit. 10. The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of federal, state, or local laws or regulations. 11. This permit is permissive only. No liability shall be imposed upon the RPBCWD or any of its officers, agents or employees, officially or personally, on account of the granting of this permit or on account of any damage to any person or property resulting from any act or omission of the permittee or any of its agents, employees, or contractors. 12. In all cases where the doing by the permittee of anything authorized by this permit shall involve the taking, using, or damaging of any property, rights or interests of any other person or persons, or of any publicly owned lands or improvements or interests, the permittee, before proceeding therewith, shall obtain the written consent of all persons, agencies, or authorities concerned, and shall acquire all necessary property, rights and interest. 13. This permit is not transferable. The permittee shall make no changes, without written permission previously obtained from the RPBCWD, in the dimensions, capacity, or location of any items of work authorized by this permit. 14. The permittee shall grant access to the site at all reasonable times during and after construction to authorized representatives of the RPBCWD for inspection of the work authorized by this permit. 15. This permit may be terminated by the RPBCWD at any time deemed necessary in the interest of public health and welfare, or for violation of any of the provisions of this permit, unless otherwise provided in the special provisions. 16. Construction work authorized under this permit shall be completed on or before date specified above. The permittee may, in writing, request that the RPBCWD extend the time to complete the project and shall state the reason for any requested extension. 17. If dewatering is required and sump pumps are used, all pumped water must be discharged through an erosion control facility prior to leaving the construction site. Proper energy dissipation must be provided at the outlet of the pump system. ::ODMA\PCDOCS\DOCS\248I63\I 2 CITY OF CIIANIIASSEN 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 8 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 MEMORANDUM TO: FROM: DATE: SUBJ: Bob Generous, Senior Planner Joseph Shamla, Project Engineer -) K Q February 23, 2007 Y Site Plan Review — Heartland Building Expansion Planning Case No. 07-05 Upon review of the plans prepared by Schoell Madson dated February 2, 2007, I have the following comments and recommendations: GRADING AND DRAINAGE The 10.2 acre site is bordered by Water Tower Place to the north, Century Boulevard, 82nd Street to the south, and Arboretum Business Park 2nd and 3`d Addition to the west. The office/warehouse building that exists onsite will be expanded from 101,600 sf. to 132,800 sf. The high point of the site divides the site into two main pieces. Approximately 50 percent of the site drains through a series of catch basins to the pond at the intersection of 82"d Street and Century Boulevard. The remaining 50 percent of the site drains through catch basins and enters an existing pond at the intersection of Coulter Boulevard and Century Boulevard. The hydrologic calculations have not been provided. The ponds in the area have been designed to accommodate the storm water for the building addition, but it is unclear if the drainage areas are the same as what was previously accepted. Drainage area maps and calculations shall be provided to ensure that they are the same as what was previously accepted. Also provide rational method calculations to ensure proper sizing of the storm sewer. Ground (i.e. non -paved) surface grades shall not be less than 2%. Paved surfaces shall be a minimum of 1%. Curb line grades shall be a minimum of .5%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. The City of Chanhassen • A growing community with clean lakes, quality schools, a chasing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Pftc, CO— by cw -TJ .n`g I doe Heartland Site Plan Review February 23, 2007 Page 2 of 3 Any grading in the City Right of Way will need to be sodded. RETAINING WALLS There are no retaining walls proposed for the building expansion. UTILITIES The sanitary sewer and water connections were constructed as part of the original building site. No additional connections will be connecting to the building addition. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the City, MPCA, and the Watershed District. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. EASEMENTS No additional easement will be required with the building expansion. STREETSMARKING LOT There are currently two access points to this site. One of the accesses is on Century Boulevard and the other one is on 82°d Street. The developer has proposed another access point on Water Tower Place to provide circulation. Staff has checked to see if this access can line up with the accesses across Water Tower Place, but the grades do not allow this to happen. If the driveway was moved to line up with either of the other two driveways across Water Tower Place, it would be too steep and not conform with the driveway ordinance. The trip generation during the peak hour of the day is 27 trips per access. Since the trip generation is low for this type of building, staff believes that this access will not be a safety hazard and recommends approval of this access. Heartland Site Plan Review February 23, 2007 Page 3 of 3 The pavement section for the light duty and heavy duty will need to be shown on the plans. Upon completion of the parking lot, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. Access for tractor trailers shall be limited to 82nd Avenue. The access on Water Tower Place is not sufficient due to the cross slope of the entrance, turning radius of the trucks, and the parking lot pavement section. RECOMMENDED CONDITIONS OF APPROVAL 1. Provide drainage area maps and calculations to ensure that they are the same as what was previously accepted. 2. Provide rational method calculations for the storm sewer. 3. Ground (ie. non -paved) surface grades shall not be less than 2%. Paved grades shall not be less than 1%. Grades along curb line must not be less than .5%o. 4. Emergency overflow locations and elevations must be shown on the plan. 5. An easement is required from the appropriate property owner for any off- site grading. 6. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 7. Sod disturbed areas in City Right of Way. 8. Show heavy duty and light duty pavement sections on the plans. c: Paul Oehme, Director of Public Works/City Engineer g:\eng\projmts\heartlmd\buildingexpmsionNO2-23-07 SiteReview.dm Status Report 3/30/08 plan.OR2 Jul 00 Au ust 2000 Se ember 2000 S M T W T F M T W T F S M T W T F S 1 2 3 4 5 2 2 3 4 5 67 8 fi Y 8 9 1011 12 3 4- 5 6 7..8..-9 9 10 11 12 13 14 15 1 ' 16 15 18 17 18 19 10.1112 13 14 15 16 }§� 17. 18 19 20 21 21 Y2 23 4 26 26 1] 18 19 20 21 22 26 2d 25 2627 26 28 29 30$1 2J 25 26 27 28 29 76 yr Securities Start Due 3 P Category Description 3/30/08 4/30/08 F LC #500051 expires 4/30/08 at 4:00 p.m. Heartland Building Addition Lot 1, Block 1, Arboretum Business Park Site Plan Agreement 07-05 Planning Case 2007-05 $5,000 (boulevard restoration/erosion conuolflandscaping) LC automatically renews for one successive one-year term Notify Bob Generous 03Wrl�nc W4 Cop. Y1MM2:Y PLI 9-SIaM P-Prwny SCANNED Pysr CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 02/05/2007 10:36 AM Receipt No. 0033921 CLERK: katie PAYEE: COEUR TERRA, LLP HEARTLAND BUILDING EXPANSION PLANNING CASE 07-05 ------------------------------------------------------- Use & Variance 1,212.00 Recording Fees 100.00 Total 1,312.00 Cash Check 4182 Change 0.00 1,312.00 0.00 SCANNED HEARTLAND BUILDING EXPANSION - PLANNING CASE 07-05 $812 Site Plan Review $200 Variance $100 Recording Escrow $200 Notification Sign $1,312 Paid Check #4182 SCANNED J r rearm ARWRETk nLU51NE55 RlG. i SITE PLAN -- -- 9065-94-15. CENTURY ELy-P G1-ANHAf>6ENy MIKINE8CT4 _ — -- SHEET 40, I DATF �-�- ?Nv i 1 J f- INo - Windows r i - 3{ a i r i HEARTLAND -- — AMERICAacbs -_ i I i No Windows I- I HEARTLAND _ AMERICA- - 15151-615'1 A HEARTLAND—e- — AH�RICA 15163 - INTERLAKE. TLGHNOLOGv No Windows E [NORTH Ft; �C SiR(t I CITY OF CHANHASSEN RECEIVED FEB 0 2 2007 CHANHASSEN PLANNING DEP' +do .• ,wnnrt •wus WEST ELEVATION �b +R_:+.� NORTH ELEVATION wa m. -,o E45T ELEVATION .E.. , A3 CITY OF CHANHASSEN RECEIVED FEB 0 2 2007 CHANHASSEN PLANNING DEPI -�.t.-� I .. m WCO LLG.SxxCVQ� ns wos..�mmLm. . w shun PL ^W Jw •• I ffiM .•..•. 4'G72i� ....44 w w. • �`rr�iT w °.° .... ..yM _ ._r , W® /per-ax"a.�ai• iiiziW.e arr w 0110® ' !' 000110 em er EAte �—rris cLLm- Imm- �K Omi 8 ary o' A r o ` r r r r -�.t.-� I .. may,• •.• WCO LLG.SxxCVQ� ns wos..�mmLm. . w shun PL ^W •• I ffiM .•..•. 4'G72i� ....44 w OOOIm ' !' 000110 °'."".�.� ' OIIIIIBO i9� OOOWO M.a. cE`kE was ,r'^,�� , MARTIN WDY AR ECT! �HEARfI�O AME LAAWRgN SchoellMadson — Mw cxR -- r, ..... w—ro a,.xm 11M 4..A. ,�..�.. .�..�. ..�..� cPn DETuts C2 • LAP.EDO FULL CUTOFF ARCHITECTURAL WALLPACK DECORATIVE STYLING RUGGED CONSTRUCTION FULL CUTOFF: DARK SKIES COMPLIANT ENERGY EFFICIENT/HIGH-PERFORMANCE EASY/VERSATILE INSTALLATION Outdoor Lighting 0 LA KE D 0 FULL CUTOFF ARCHITECTURAL WALLPACK Created with designer styling, engineered performance, owner acquisition and maintenance in mind. DESIGNER STYLING Laredo has distinctive lines and soft edges to complement many architectural building designs. The rib details and lower rim are similar to our popular Cimarron and Medallion area luminaires, allowing continuity of design from the parking lot to the building. Our 800 Series polyester powder paint finishes are standard in the most popular textured colors, including dads bronze, black, gray, and white, as well as a smooth platinum silver. Custom RAL paint colors can also be provided with additional lead time. All finishes are designed to match or accent the building facade while protecting the fixture from weather's worst. ENGINEERED PERFORMANCE Ruggedly designed to protect optics and electrical components, the castings seal with silicone gaskets on both lens and door. This bug -tight closure protects a unique optical package that features vertical lamps for greater performance and lateral spread. The vertical lamp reduces the "hot spot" beneath the fixture and provides better uniformity. Designed for excellent coverage at four times spacing -to -mounting height, the optical system is standard with a street side shield to be neighbor friendly. If increased for- ward illumination is desired the shield can be removed during lamping. Photometry is available with and without this shield for best application design. Entry is standard with two HubbellGard® fasteners for long Irfe and elimination of galvanic reaction that causes paint to crack and peel, and screw heads to pop off on other fixtures. An optional stainless steel touch latch can be specified for quick entry where desired. Electrical systems include pulse start, magnetic metal halide, electronic metal halide, electronic fluorescent and high pressure sodium. Other options include photocontrol, fusing, time delay quartz standby tied to the input line, 120 volt DC bayonet base EM socket for generator backup, 12 volt MR -11/16 socket for remote battery systems, lamp and field installed polycarbonate shield for vandal resistance. OWNER BENEFITS What does an owner want in a lighting system? It should be effective at providing excellent illumination for the task needed. It should be energy efficient, simple to service and require minimum maintenance. It should be attractive and add to the building's appearance. h should be environmentally and neighbor friendly. And it should be a good value with benefits exceeding its initial and operating costs. The Laredo full cutoff fixture is all that and more. NEED AN AREA LIGHT TO MATCH? The Cimarron and Medallion full cutoff Spaulding site lighting luminaires are the answer. Either of these units complement Laredo and make a complete design state- ment while maintaining full cutoff standards. 7n TOUGH, 800 SERIES AND DOOR POLYESTER POWDER PAINT FINISH OPTIONAL STAINLESS STEEL TOUCH LATCH FEATURES/BENEFITS DISTRIBUTION A broad Type III distribution pattern with internal front shield is standard. Metal halide coverage is four to five times the mounting height laterally, allowing fewer units to do a better job. The full cutoff distribution with standard front shield Produces no up -light and reduces forward throw towards the property line if left installed. SOURCES All sources offered provide excellent lamp and system life and high lumens per watt so you get more light for your money and re -lamp less often. INSTALLATION Laredo mounts over three 1/4" bolts. A silicone foam gasket seals to recessed wiring boxes. The housing has key slots allowing easy installation. A hinged door and key -slotted reflector assembly aid access into the fixture. A mounting template and detailed instructions make mounting simple and secure. RELAMPING Units are standard with two corrosion resistant HubbellGard" screws but have an optional stainless steel touch latch for quick access. When lamps other than compact fluorescent are used, the touch latch and vertical lamp position can be accessed from the ground with a re -lamp stick so there is no need to climb a ladder up to the unit. OPTIONS Photocontrols for dusk -to -dawn automatic on/off can be factory or field installed. Fusing is available for component protection from surges. As noted previously above, there are several back up lighting options offered depending on the requirements of your site. VANDAL SHIELD A clear 0.125 polycarbonate shield, which attaches to the lens door can be field installed in areas where additional vandal resistance is needed. HOUSING The cast shape of Laredo is unique, combining soft lines and comers. The decorative vertical ribs provide accent and will compliment other Hubbell floods and Spaulding cutoff area luminaries. The package can be finished to match your building fagade or to provide a pleasing contrast and accent. Designer, Engineer and Owner can all find styling, performance and low maintenance in the new decorative full cutoff Laredo wallpack. OPTIONAL STAINLESS STEEL TOUCH LATCH FOR EASY INTERNAL ACCESS, ON HID UNITS THIS ALLOWS GROUND RE -LAMP STICK TO BE USED — NO LADDER NEEDED! SILICONE GASKET SEALS GLASS LENS TO DOOR AND DOOR TO HOUSING VERTICAL LAMP OPTICAL SYSTEM WITH STANDARD FRONT GLARE SHIELD — EXCELLENT PERFORMANCE KEY SLOT REFLECTOR — EASY ACCESS FOR INSTALLATION OR ELECTRICAL SERVICE s SIDE 1/2" CONDUIT HUBS REAR GASKET SEALS OVER STANDARD RECESSED WIRING LMC -SPC POLYCARBONATE SHIELD FACTORY OR FIELD INSTALLED BUTTON PHOTOCONTROL FOR DUSK -TO -DAWN ENERGY SAVINGS ORDERING INFORMATION SERIES VOLTAGE OPTIONS LMC Laredo Medium Cutoff 0 Quad -TW (120 206 240 277V1 PCM Button Photocalbol 6 Td -Tap• (120,2T7, 347V) replace X with voltage i.e.: PC(120) WATTAGE/SOURCE B 480V 1L Touch Latch Pulfia Start Mala) Name E 220/240V 50H2 IP Lamp Included 70P 70W 15' mounting height (standard on Electronic or Fluorescent ballasts) EQ1) Fusing loop 100W 0 Less Ballast replace X with voltage, i.e.: Fit 20) 150P 15OW 115' QST Time Delay Ouartz 175P 175W RNISN stand by system less lamp Mid BaNe 1 Bronze W- DC Bayonet Socket 17511 175W 2 Black (for remote 120 wit power by others) 1A BaeOwk W 3 Gray 80122 MR11/MRI6 Two Pin Socket 70E 7OW 4 White (for 12V power by others) 100E 100W 5 Platinum 1 Fw"taow 00M mN. kaealre00adw 03 t t 1.1 18 1P42, 1P32, IP26. 42P' 42/32/26W 2.4 1.6 2tamw'rwt 1nc1u OS IRS 15'-03 08 1.0 705 70W 24 22 1.5 22 24 23 1505 150W OS 03 03 DIMENSIONS �A� TI C A B C 16" 121/8" 9" 406 mm 308 mm 229 mm COLOR SELECTIONS Five standard (Bronze, Black, White, Gray, Platinum Silver). Custom colors are available (consult factory). Note: Actual colors may vary due to printing process. All colors are textured except Platinum Silver. MEEN6611 PHOTOMETRICS LMC 175H -CS comfort zone light reduction is 33% with standard internal front shield 15' mounting height 15' mounting height 30' 115' 15' 31Y 05 08 1.6 24 3.1 3A 23 12 27 3.4 3.0 23 1A 83 0.4 OS 0.8 1.3 1.8 2A 33 25 12 28 3.4 2A V 12 0.7 0.4 03 09 1.1 18 2.5 2A 24 2.1 2.5 28 2.4 1.6 0.9 OS 03 15'-03 08 1.0 18 M 24 22 1.5 22 24 23 1S 0.9 OS 03 03 86 18 15 1.8 20 13 0.7 15 20 1.8 to 09 05 0.3 03 05 0.8 1.1 1.3 1.2 0.7 0.4 08 1.3 1.3 1.0 0.7 0.4 0.3 30'- 02 0.4 05 OB 0.6 0.6 OA 02 0.4 05 0.7 OB 0.5 0.9 02 .02 02 0.3 0.3 0.3 0.3 02 0.1 02 03 0.3 03 03 02 0.1 LMC 175H increased output with front shield removed 15' mounting height 3d 115' M 1Y 3I' 0.4 0.7 1.2 1.7 21 2A 0.1 21 3.2 27 2A 1.6 1.1 0.0 03 0.4 0.7 1.1 1.5 24 a8 4.6 4.1 4.7 3.6 21 1.5 18 0.6 0.4 15'- 0.3 0.6 1.0 1.7 U 35 4.0 V •0 33 25 15 09 05 0.3 04 0.6 1.0 1.7 28 29 3.1 25 3.1 28 2A 18 09 118 0.3 0.3 0.6 88 1.6 1.9 23 21 1.6 22 22 19 IA OA 0.5 0.3 30--0.3 " 0a 1.1 1A 18 13 1.0 IA 18 13 1A 0.7 04 03 0.2 0.4 0.5 0.6 0.7 0.8 0.7 0.5 0.7 09 0.7 0A 0.5 0.3 0.2 in 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.4 0.3 03 0.2 0.2 0.1 NEIGHBOR -FRIENDLY FULL CUTOFF OPTICS C� VERTICAL LAMP REDUCES "HOT SPOTS", BETTER LATERAL UNIFORMITY HUBBELLGARD` DESIGNER STYLING FASTENERS STANDARD SIDE AND TOP 1/2" CONDUIT HUBS ■ ADDITIONAL HUBBELL LIGHTING PRODUCTS Area Lighting Floodlighting rpt 4 r• a 011IMIf�1111111119nued efforts to improve our products, product specifications are subject to change without notice. a ® Alera Lighting • Architectural Area Lighting • Columbia Lighting • Devine Lighting • Dual -Lite • Hubbell Outdoor Lighting = Hubbell Industrial Lighting • Kim Lighting • Moldcast • Prescolite • Prescolite Life Safety • Progress Lighting Security Lighting Systems • Spaulding Lighting • Sterner Lighting Systems • Sportsliter Solutions • Whiteway H ghting, C. UNITE0 STATES • Hubbell Lighting, Inc. • 101 Corporate Dive • Spartanburg, SC 29303 • "NE: 864-599-6000 CMADA • Hubbell Canada • 870 Brock Road • Pickering, Ontario Lt W Uri • www.hubbell-canada.com larxico • Hubbell De Mexico, S.A. DE.CV • Av. Coyoacan No.1051 • Col.Oel Valle • 03100 Mexico, D.F. • v .hubbell.com.mx For more information visit our web site: www.hubbell-itg.com Copynght ® 2005 HUSBaL LIGHTI146 All a1glHs deserved HU6UDED0 7/05 2" N00 In USA C1 M,)S,KKON DIE CAST ARCHITECTURAL LUMINAIRE S4 Ir � r 'm SPAULDING 1MUOM) ARCHITECTURAL LUMINAIRE NOOSING Architecturally styled, one piece die-cast aluminum housing with nominal .125' wall thickness. Low profile design reduces the overall wind loading while providing a sleek, unobtrusive look which complements most building architectural styles. DOOR Die-cast aluminum door hinges to housing and secures with two captive screws providing four points on contact ensuring a clean lens and optical assembly. Both the flat tempered glass and door are sealed with one-piece extruded silicone gaskets. OPM Specular, anodized aluminum reflectors provide IES type II, III, IV, and V distributions with a horizontal lamp orientation. The type II, III, and V reflectors are one-piece hydroformed while the type IV is a multi -piece design. All meet IESNA Full Cutoff classification and are field rotate in 90 degree increments. House side shields available as either factory installed options or field installed accessories. AIWN17NG Two arm designs are available providing maximum design flexibility. The die-cast aluminum arm offers a sleek upswept look while the extruded straight arm includes the housings contoured lines for continuity of style. A wall bracket and polettenon accessories are also available allowing easy mounting for virtually any application. ELECTRICAL Energy efficient HID lamps up to 400 watts. Pulse rated porcelain sockets have spring loaded, nickel plated center contact. All units offer factory or field -installable photocell options and fusing. BALLAST HPF ballast circuit, starting rated at -20° F (-40° F for HIPS). Ballast and other electrical components mounted directly to housing for excellent heat dissipation and long life. DIE CAST ALUMINUM flNISN Durable Lektrocote®TGIC thermoset polyester powder paint finish assures long HOUSING life and maintenance free service. Standard finishes include Dark Bronze, Black, White, Gray, and Platinum Silver. Also available are Red, Forest Green, and custom colors. METAL HALIDE, SUPER METAL HALIDE, PULSE START, HIGH PRESSURE SODIUM LAMPS AVAILABLE C� • FLAT GLASS ASSURES FOUR IES LIGHT HINGED DIE CAST PRECISE FULL CUTOFF DISTRIBUTION CHOICES ALUMINUM DOOR WITH PERFORMANCE CAPTIVE HARDWARE ``0 DECORATIVE STRAIGHT ARM, I DECORATIVE UPSWEPT ARM AND WALL BRACKET MOUNTING OPTIONS 3 Style Performance Value •I • C1 MAKKON • • • ORDERING INFORMATION SERIES 611 Cimarron WONTING A' Ann Mount Construction (6" straight rigid arm included & acceptable for 90° configurations) AD' Decorative Arm Mount Construction (6" decorative upswept arm included & acceptable for 90' configurations) WB Wall Bracket Construction (includes Wall Bracket & 6" straight arm unless WBAD option is chosen which substitutes Decorative Upswept Ann) 0 No Arm or Wall Bracket (only order without arm or wall bracket when they are ordered as accessory) WATTAGE/SOURCE Horizontal It METAL NIWDE M17 175W (ED -28) H25 25OW (ED -28) 1140 400W (ED -28) Gray SUPER METAL HALIDE MS17 175W (ED -28) MS25 250W (ED -28) 11111940 40OW (ED -28) Custom Color (premium color) PURSE SMRT METAL HALIDE PIO 100W (ED -17) P12 125W (ED -17) PIS 150W (ED -28) P20 20DW (ED -28) P25 25DW (ED -28) P32 320W (ED -28) P35 350W (ED -28) P40 400W (ED -28) HIGH PRESSURE SODIUM S'0 1DOW (ED -231/2) SIS 150W (ED -231/2) S25 250W (ED -18) S40 400W IED -181 I amen -N wPies, speti/y Pok DMI Paaem V WA "Ali mounting. 'PROCESS LAMP ORIENTATION/BISTRIBUTION H2 Horizontal It H3 Horizontal III H4 Horizontal M R5 Horizontal V (square) LENS VOLTAGE D Ouad-Tap• (120 208, 240 277V) V Five -Tap (120, 208, 240, 277, 480Vj (250 & 400 MH 250 & 400 HPS only) S 480V T 120,277,347V 0 No Ballast E 50 Hz 2201240V (250 & 400 MH 250 & 400 HPS only) COLOR ASTM B-117 DB Dark Bronze I L Black WN White GR Gray PS Platinum Silver RD Red (premium color) FO Forest Green (premium color) ICC Custom Color (premium color) OPTIONS WBAD substitutes Decorative Upswept Arm when WB wall bracket mounting is chosen MW Round Pole Adapter (2'/:'-3'h") MW Round Pole Adapter (31/4"-31/4 ") RW14 Round Pole Adapter (3'%"-4'h") 11111A5 Round Pole Adapter (5") RPM Round Pole Adapter (6") PI Fusing -120V F2 Fusing - 208V F3 Fusing - 240V F4 Fusing - 277V FS Fusing - 480V FS Fusing - 247V P1 PtroM Button - 120V P2 Photo Buttal - 208V P3 Photo Button - 240V M Photo Button - 277V PS Photo Button - 347V PRl Photo Cell Receptacle - 12011 PR2 Photo Cell Receptacle - 208V PRS Photo Cell Receptacle - 240V PR4 Photo Cell Receptacle - 277V PR5 Photo Cell Receptacle - 480V MI6 Photo Cell Receptacle - 347V (available for H2, H3 & H4 distributions) VG Polycarbonate Vandal Guard L Lamp SELECT UNITS ARE STOCKED FOR IMMEDIATE SHIPMENT. LektrocoteE is a proprietary process where the thermosetting, acid -functional polyester powder resin is electrostatically applied only after a thorough cleaning process. Luminaires receive a five-step wash with both acid and alkaline based liquid cleaners followed by the deposit of a thin layer of proprietary compound to promote maximum corrosion -resistance and paint adhesion. Finally the decorative finish coat is applied. Lekhmote¢ meets or exceeds the following standards: ASTM B-117 1000 hour sait spray test ASTM B-2247 1000 hour humidity test ASTM D-2794 Impact test resistant to 160 inch pounds ASTM D-522 Flexibility test AAMA 603 Blister/adhesion test COLOR SELECTIONS 5 standard (Bronze, Black, White, Gray, Platinum Silver). 2 premium (Red, Forest Green) and custom colors (consult factory) are available. Note: Actual colors may vary due to printing process. ENEEkk I No All colors are textured except Platinum Silver and Red. ACCESSORIES CIAIARRON ACCESSORIES Catalog-: _ ARM -CR -6 -S -W-2 Description 6" Rigid StraightArm ARM -CRO -6 -S -XX'-' 6'/2" Rigid Upswept Arte M1111{R-K-TA-MV Tenon Arm (single) adjustable ARIA -CR -TK -TA -II' Tenon Arm (double 180°) adjustable ARIA -CR -K -S -W-1 Adjustable Arm (for flat surfaces) CRI -PYO Polycarbonate Vandal Guard CM -KS -23 Internal House Side Shield (H2 8 H3 distributions) 1 ReP1acela.0cokecWmire, eq.: as lar Rrmnze 2 When oNering pales, specity Pole grill Pattern N2 TENON TOP POLE BRACKET ACCESSORIES (RSS version requires round pale adapter) r� SSS -480-20V Square Pole Tenon Adapter (4 at 90 degrees) RSS-/90-1101' Round Pole Tenon Adapter (4 at 90 degrees) RSS-312R-XK' Round Pole Tenon Adapter (3 at 120 degrees) I Replacela Mth oolor choice, eq.: DO Ior Dark Bronze ADDITIONAL ACCESSORIES ' Pi L-1 �Photocontrol - Twist -Lock Cell (12(A6 M-8 Phofocomrol - Twist -Lock Cell (120-2771) PIL5 Photocontrol - Twist -Lock Cell (48OV) PILE Photmomrc - twist -Lock Cell (347V) PSC Shorting Cap -Twist-Lock ft N 6" RIGID 6/"RIGID ROUND STRAIGHT UPSWEPT POLE ARM ARM ADAPTER 1i I It v ROUND POLE SQUARE POLE ADJUSTABLE ADJUSTABLE TENON TENON TENON ARM FOR ADAPTER ADAPTER ARM FIATSURFACES DIMENSIONS r- 21.75" • 522.5 mm� 6.75" 171.5 mm - L 6.0" 152.4 mm 7— 5.625" 143.9 mm 1— S►MAIBRTARRI m� • r l'"—�=.I I:,'I 7.25" 1841 2 mm1 8.(M" 219 mm 7.563" 192 mm� 8.625" 219 mm JI_ WALLMOUMTI swmARM EPA • 1 at 90"=1.2It' at 90"=3.O TV tat 90"=1.80' Sat 1211'=3.0 IF 2 at 180"=2.4 IF 4 a 90"=3.00' IRafit t 44lbS (20 kg) 1 1 16.0" 406.4 mm 6.0" 152.4 mm 7— 5.625" 143.9 mm 1— S►MAIBRTARRI m� • r l'"—�=.I I:,'I 7.25" 1841 2 mm1 8.(M" 219 mm 7.563" 192 mm� 8.625" 219 mm JI_ WALLMOUMTI swmARM EPA • 1 at 90"=1.2It' at 90"=3.O TV tat 90"=1.80' Sat 1211'=3.0 IF 2 at 180"=2.4 IF 4 a 90"=3.00' IRafit t 44lbS (20 kg) C PHOTOMETRICS TYPE N REFLECTOR 400 WATT METAL HALIDE LAMP 32,400 LUMENS LLF = 1.0 (apply appropriate factor) 25' MOUNTING HEIGHT • Using a Type 111 HS shield would result in a 50% reduction of House Side Light ISO, ONE LUMINAIRE ISO, TWO LUMINAIRES tnm cr, rPuuc POINT TO POINT. TWO LUMINAIRES 100' SPACING 9z t.x f3.0 �0J.v0 0.1 0.2 1.0 2t'.Y.4 a 00 OZ to3.1 30 0.6 0.100 10000 0°0.0 0.10.4 13 &22.2 2.1 0.6 0.40.1 0.10 ]5 100 75 as 0.1 0.5 1.6 0.6 0.1 0.0 -S0. o0 o.t is 0..4 U o.0. S0. -25 0e a5 0.2 0.1 OA z5 0 5 .1 02 0.0 0.0 ° 2 02 OA 0.0 -25 so-� 25 j -i5 -laa TYPE IV REFLECTOR 400 WATT METAL HALIDE LAMP 32,400 LUMENS LLF = 1.0 (apply appropriate factor) 25' MOUNTING HEIGHT • Using a Type IV HS shield would result in a Ad% reduction or House Side Light ISO, ONE LUMINAIRE ISO, TWO LUMINAIRES 7�, �...�..,� POINT TO POINT, TWO LUMINAIRES 75' SPACING UAV OA 6.2Q.r 6A 0A Q003 0 OA 2 2.3 112 0A OA 0.7 23 2.9 1.% G.2 0.0 0.0 02 2.9 1.0 75 -1'5 0.0 0.0 2.1 112 6.0 1] 0.3 -50 00 0.2 26 13 0.3 50 -2525 0.0 0.3 to 0.2 ° 00 0.3 025 ° 25 00 61 50 on 50 25 -25 MOUNTING HEIGHT CORRECTIONS FACTORS • MOUNTING HEIGHT (FEET) MOUNTING HEIGHT (METERS) FACTOR NOTE The distance between grid lines changes to equal the mounting height when using this correction factor table. 100 TYPE V REFLECTOR 400 WATT METAL HALIDE LAMP 32,400 LUMENS LLF = 1.0 (apply appropriate tactor) 25' MOUNTING HEIGHT ISO, ONE LUMINAIRE 100 -1m ISO, TWO LUMINAIRES 100' SPACING POINT TO POINT, TWO LUMINAIRES 100' SPACING Qa aD 9.3�� :a 0.000°'T0,14-.2 1.9 c.o 00 o.to 2?t GA 00 0.3 1.2 2*75 aD 00 04 2.521 1.00 _100 o 0.0 00 010.5 1.92.11 2.30.6 0.3100 0.0 0,0 0.6 2.3 0, 0.1 -50 0.0 0A 0.5 09 0.1 O.B 50 -zs oo 0..a o.z O.o 0..o zs a 09 °.° 0.0 00x5 25 0.0 0.0 00 s0 00 0.- .� 8 0 45 100 ADDITIONAL HUBBELL LIGHTING PRODUCTS (ting Highbay/Lowbay Lighting t 06, - 0 04 10 Under -Canopy Lighting Due to our continued efforts to improve our products, product specifications are subject to change without notice. -,M� a Alera Lighting • Architectural Area Lighting • Columbia Lighting • Devine Lighting • Dual -Lite • Hubbell Outdoor Lighting Hubbell Industrial Lighting • Kim Lighting • Moldcast • Prescolite • Prescolite Life Safety • Progress Lighting Security Lighting Systems • Spaulding Lighting • Sterner Lighting Systems • Sportsfiter Solutions • Whiteway ubbefl Lighting, Inc. ACED SmreS • Hubbell Lighting, Inc. • 101 Corporate Drive, Suite L • Spartanburg, SC 29303 • moNe 864-599-6000 ovuon • Hubbell Canada • 870 Brock Road • Pickering, Ontario L1 W 1 Z8 • www.hubbelkcanada.com Meow • Hubbell De Memo, SA. DE.CV • Av. Coyoacan No. 1051 • Col.Del Valle • 03100 Mexico. D.F • www.hubbell.com.mx For more information visit our web site: www.spauldinglighting.com CoprrW B 2005 HUBBELL LIGHTING All BIgMs flmer HUBMIA 1/M 25x "flW N= PROJECT TEAYI OWNER OF RECORD COEUR TERRA, LLP C/O SUMMERHILL COMMERCIAL REAL ESTATE. LLC 1458 WHITE OAK DRIVE, SUITE 106 CHASKA, MINNESOTA 55318 CONTACT: PETER KORDONOWY (952) 556-5151 ARC141TECT MARTIN WOODY ARCHITECTS, INC. 4048 SPRUCE ROAD MINNETRISTA, MINNESOTA 55375 CONTACT: MARTIN WOODY, AIA, LEED AP _ \ (952) 446-6991 CIVIL ENGINEERING 5CHOELL 8 MADSON \ 15050 23RD AVENUE NORTH \ PLYMOUTH, MN. 55447 INDEX TO DRAWINGS ARCHITECTURAL: Al SITE PLAN A2 FLOOR PLAN A3 EXTERIOR ELEVATIONS CIVIL ENGINEERING: Cl GRADING AND DRAINAGE PLAN C2 DETAILS SURVEY LANDSCAPE PLAN LIGHTING PLAN X TIS AT PO -Z CONTACT: JERRY BACKMAN, P.E. (763) 746-1620 —------------------ — — — — --------- I CENTURY BLVD. i \ - - ,i - - -- ------ ---- - / 20' H — _----------- ---------- / -- - -- [FIT 20' H NEW E IST. U - - - - LIGHT DUTY cV EXISTING BITUMINOUS PAVING BITUMINOUS PAVING I / / 10 At 210 H \ly S 411� 1 20' H �5 ' I I 1 _--4! `�o_,_ PROPOSED ADDIITICN \ FEET SQUARE o EXISTING BUILDING -- \ m 1- n FIN FLOOR L'LEV 984, o u 1011600 SQUARE FEET \ — (\ I FIN FLOOR ELEV 984.0 I � N W EXIST. I I ♦`y � 1�® � � Q I I - I,�i Iv 1 v l m 1 2' 200' I \ I m I 25' , ----- ' � - I II i\ I \ 111 1 1 II I I 1 NEW EXIST. I I I 11 1 1 I II/ I 1111 1 11 HEAVY DUTY � I EXISTING 1 �� 1 BITUMINOUS PAVING BITUMINOUS PAVING 1 �n 14 1 t I lil l\ I 1 1 1 I_ J 1 1 I I 30' H — — — — — — — --- — -- _— --- — — — — — — -- - — \ \ -- -- - -- _ - ----- --- _ _--_ -_ - ____ _ ______ ___ — '�- - - - -- —— -- — —- — -- —-- — -- -- -- ---- —---- - - - - - --- - _______ _ ___ _ _ I ----—- --——----------------------------- — — —— \ PROJECT DATA: / 11 SITE AREA: 442,007 SQUARE FEET/10.1471 ACRES I 11 \\ i ZONING: PUD - INDUSTRIAL OFFICE PARK DISTRICT 1 I EXISTING BUILDING AREA: 101,600 SQUARE FEET / PROPOSED BUILDING ADDITION: 31,200 SQUARE FEET SITE PLAN TOTAL PROPOSED BUILDING AREA: 132,800 SQUARE FEET I NORTH BUILDING HEIGHT: 28'-0" (ONE STORY) SCALE: 1'= 40' O I I O 40 80 120 PERCENT OF SITE COVERED BY BUILDING: 132,800/442,007 = 30.04% I PERCENT OF SITE COVERED BY IMPERVIOUS SURFACE: 325,466/442,007 = 73.63% / I PERCENT OF SITE COVERED BY PARKING AREA: 192,666/442,007 43.59% SITE/BUILDING INTENDED USE: OFFICE/WAREHOUSE OCCUPANCY TYPE: GROUPS B(OFFICE), S(STORAGE) ESTIMATED OCCUPANT LOAD OF ADDITION: 78 OCCUPANTS / PROJECTED NUMBER OF EMPLOYEES: 10 PROPOSED ADDITION PARKING REQUIREMENTS: 1 OFFICE PARKING REQUIRED: 1,950 S.F. (5 SPACES PER 1,000 G.S.F.) 10 SPACES jI WAREHOUSE PARKING REQUIRED: 29,280 S.F. (1 SPACE PER 1,000 S.F. FOR / FIRST 10,000 S.F., THEN I SPACE PER 2,000 S.F.) = 20 SPACES I I I TOTAL PARKING REQUIRED: 30 SPACES TOTAL PARKING PROVIDED: 62 SPACES (3 HANDICAPPED) BUILDING ADDITIONTO BE SPRINKLERED THROUGHOUT / / I I I I I /1 �I I CITY OF CHANHASSEN RECEIVED FEB 0 2 2007 CHANHASSEN PLANNING OEPT o as aF as m qT 10 W 1.4 'Jy MF�1 FAV aoa 'E3uEl r 0 0 n ci 0 w LL 6 Q FILE: CASCRELLC \AI.I.DWG z>- 0 aw � V o J 0 7 0 oN U j w O VI CL W to 0 g 0 Z zwaw = an r O w �z Wzz < ao=� r v K<0 K u-, 2 N 0� oo o �— mOv=i¢QCL W =0:0vw Li COPYRIGHT 2007 MARTIN WOODY ARCHITECTS, INC. z z Q 1 OL 0 W w w Z �z �z LLw w O � 4 z Q n/ 4 U (p V w O w IL SHEET: OF 3 &FL•O— PLAN NORTH 77, 17�777 0 32 48 L nZ el �a o� w� �e U a� as W 7 U W E-IAU 909 r 0 0 n ci 0 m w LL ui d Q FILE: CASCRELLC \A2.DWG Z. 0 a w vii Ft oO O Wj O , 3 �oa3 0 Z Q Z w W Z 0 (airm=w � z= o r Z r r cro V Uw aaal-�n � �MOZZ Q as�Fg, x U �� X LL �3KQW x U F d X D W W F'- Yooxtj x WWHFW--�' W =cc � U 0 z Q i Q Q O W w w Z �z (I1 z �w LL o (J) Q LLI Q z 4 Q (Y J 5 Q U V W 0. SHEET: 2 OF 3 T.O. PRECAST_ PANEL EL.= 128'-0" F� EL.- 100'-0" 0 5 "i F 3 2 401-011 40' -0" 401 -0" 40' -Olt 401-011 SMOOTH FINISH COLOR #2 GRADE EL.- 96'-0" 12'X14' O.H. DOOR (PAINT) 8'X10' O.H. DOOR (PAINT) .I. T.O. PRECAST PANEL EL.- 128'-01' F� EL.- 100'-0" 0 EXIST.I NEW CHAMPAGNE ANOD. ALUM, WINDOWS WITH THERMAL BREAK TYPE 2 PRECAST PANELS __\ WALL MOUNTED LIGHT FIXTURE AT 10'-0" A.F.F. DOCK LEVELER SEAL AND BUMPERS WEST ELEVATION SCALE: 1/16"- 1'-0" RAKED FINISH COLOR #1 - METAL STAIR AND LANDING (PAINT) 6" DIA. CONC. FILLED STEEL BOLLARDS (PAINT) NEW I EXIST. NOTE: TYPE I PRECAST CONCRETE PANELS TO HAVE 1-1/2" CONCRETE FACE SHELL TO FACE INSIDE OF BUILDING WITH SMOOTH FINISH, TYPE 2 PRECAST CONCRETE PANELS TO HAVE 1-1/2" CONCRETE FACE SHELL TO FACE OUTSIDE OF BUILDING. COLOR #5 PRE -FIN. METAL COPING COLOR #5 so Iwo NOR7H4 ELEVATION SCALE: 1/1611- 11-0" 2 3 2001-011 40'-011 .101-011 COLOR #4 ❑ ❑ El El CHAMPAGNE ANDD. ALUM. ENTRANCE SYSTEM EAST ELEVATION SCALE: 1/16"- 1'-0" COLOR AT 11'-5" A.F.F. q0 , rmF��]; 8" REVEAL, COLOR #3 El 5 CHAMPAGNE ANOD. ALUM. ENTRANCE SYSTEM COLOR #2 COLOR #1 18" REVEAL, COLOR #4 — COLOR #2 — COLOR #2 — COLOR #2 8" REVEAL, COLOR #3 401-011 401-011 OBLIQUE TYPE I PRECAST COLOR #5 WALL PANELS COLOR #2 T.O. PRECAST PANEL EL.- 128'-0" COLOR #1 ❑ Q ❑ ❑ 18" REVEAL, COLOR #4 ❑ ❑ ❑ ❑ COLOR #2 COLOR #2 ka COLOR #2 FLOOR 1 EL.- 100'-0" 8" REVEAL, COLOR #3 8" REVEAL, COLOR #3 PRE -FIN. TYPE 1 PRECAST COLOR #5 WALL MOUNTED `METAL COPING WALL PANELS --\ I LIGHT FIXTURE .(/ /— COLOR #4 r-- Z z K �w z Q w4 o � � z � Q Q J m 4 U f - U W 1 O SHEET: OF 3 Irl 00 1:1 CESID K1 E3 FIR LL a U a� as C^ C w V1 F U IW FAU 0 0 n ci 0 !11 Lu w Q Q FILE: C:\SCRELLC \A3.DWG z� 0 �pJW 01 j m 0 0 U p(n 'anoa3 0 Za w<w Z Z O N m = W Q O aaa�� w SW VW K Q dao=x Z x U � Q � 3 UF-dp X K �W W LL_ W W F N UJ w�wOw F C.� =WEw= a _opw1- p w z Q J \1 NY F� 4Q � O w L� � Z GRADING NOTES: _ \Q V7 s I I 1) CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE � \ WARNING � aa\ �' t` I L � CALL' AT LEAST 48 HOURS PRIOR To ) / / EXCAVATION/CONSTRUCTION FOR EXISTING f ' - "" THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES j cC UNDERGROUND UTILITY LOCATIONS. TWIN CITIES METRO ! FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, ( ; o7E®'� TI' J AREA: 651-454-0002 OR TOLL-FREE: CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED , tiPOND j 1-800-252-1166. �� ff� STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR / S REPLACE THE ABOVE WHEN DAMAGED DURING , \ / j^ V <_ 62.0 2) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS /� \ �H \ Oxd ✓ `\ _ CONSTRUCTION AT NO COST TO OWNER. \ AND ELEVATIONS OF EXISTING UTILITIES AND\ OFGy �� - / ASS III R ?RAP TOPOGRAPHIC FEATURES PRIOR TO START OF SITE e�A�lv `e I-- Cl-` f OV0-I: 2'4 LF c li PkOV D 1926 / GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY f v� RC` S UC Cl 15 1 - _.,L� @ - 3 R_P THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. l 966 CENTURY BLVD 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 E STEEP SLOPES. WHEN PLACING NEW SURFACE s MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING THE EXISTING PAVEMENT. #j 5) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. - yt qo� _ - TFA£ EXTENDING p G ,. QQ� --� 6 LF 8„ PVC SDR-'' - s r Er S! /( ^ Cq r n 3 J _--9721 _ \ ®``� p ` a - SS Ivill 2 �r i�fl �� f9% � 'V . PROVIDE JPENINIIC �f I ' 107'-12" RCP - f z 4 ? ! OPE&NGS \ X!977.97 0 0.50% CBMH 1 f � - p U �TERMAIN f A r.V 965. 8 IN MH \ CBMH 2 RIM=982.1 1 CORE ]DMLL • ECTlOhL _. - -'` TO ,EXISTING CB - # G _ G40NTROL ? i RIM -981 70 INV=977.23'(N,W) _ FENCE;' INV -87777 INV -876.34 -- _.. -T- -- -11~JV=977 b9fS) _ _ - -.... - k -1 ®�_�____980 a' 0000000010 0000000 000000000 00000a _-g�CD Mil 7 �r31.81-- --- - 1� - - o RIM, -:. 98 97 - -_ ®- fm,�_- I x / I � Q �� „_ _�� ...,-, a a� �. �," .�., "� _� . � �.. ...,...._� _ ,,.- ._.,,_ &. � - - _ � - - - -- - +PSV- _ -� �...� __ -9801 -�.� �L6� � � � I - - 'Lt � .- 6) ALL EXCESS MATERIAL INCLUDING BITUMINOUS LU ? i\ SURFACING, CONCRETE, ABANDONED UTILITY ITEMS, AND yy ANY OTHER UNUSABLE MATERIALS SHALL BECOME THE t PROPERTY OF THE CONTRACTOR AND SHALL BE 1 - DISPOSED OFF THE CONSTRUCTION SITE. a J CB 3-- 7) COMPLETION OF SITE GRADING OPERATIONS SHALL RI 174 RESULT IN ALL AREAS BEING GRADED TO 'PLAN IN =978.45 SUBGRADE ELEVATION'. THE FOUNDATION ANDBUILDING LU x , PAD DIMENSIONS SHALL BE DETERMINED BY REFERRING (/ E[ CAMP TO THE ARCHITECTURAL AND/OR STRUCTURAL 'RECO U T ET4MINOOS DRAWINGS. THE HORIZONTAL DIMENSIONS AND S IE ESSARY LOCATION OF THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE I t o PLAN. THE PAVEMENT SECTION AND SUBBASE SHALL RO ST [ON% BE COORDINATED WITH THE GEOTECHNICAL REPORT. NCE 11 8) FINISHED GROUND ADJACENT TO PROPOSED c BUILDINGS SHALL BE SLOPED AWAY AT A MINIMUM OFj - 6 INCHES IN 10 FEET (5.0%) FOR THE FIRST 10 FEET, j /g13 EXCEPT WHERE NOTED ON PLAN. BEYOND 10 FEET, REFER TO PLAN GRADES. C6NCRETEC R4VEY o A N,*, 9) CONTRACTOR IS RESPONSIBLE FOR GRADING THE FINISHED GROUND SURFACE AND CONSTRUCTING M� PROPOSED PAVEMENTS, SIDEWALKS, AND CURB & P An. GUTTER WITH SMOOTH & UNIFORM SLOPES TO PROVIDE PE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND RECON TRIS'BITU PREVENT PONDING IN LOWER AREAS. CONTACT T AIL'S NFC ENGINEER IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. 10) INSTALL A MINIMUM OF 4 INCHES OF CLASS 5 AGGREGATE BASE UNDER ALL PROPOSED CURB AND iy i GUTTER- 11) UTTER- 11) REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR DETAILS ON EROSION & SEDIMENT / _5� CONTROL PRACTICES, INCLUDING INSTALLATION AND MAINTENANCE PROCEDURES. I 12) CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM IJ2D OF 48 HOURS PRIOR TO WORKING WITHIN THE ✓ r s -- - _ - _--982 B.X I �. Q ` jf 2 0.3 ti 27'-2 RPb: r!V I I A - - ,� ® 2. 8% c �, p o "� 9 DD 4 3 20 0 137,.1- '2' -RCP �• 820 � �� R'7 i�1 8 C�;IL> ��, 82.2 I�' - 1 HCI' _ 50% 0 '7 t7 ,-E'� # T L,sJ : Ik =' � 7 / o MATCH EXISTING BITUMINOUS } , I - 4, II1 ; 8 ?VC --,SECTION AND GRADE l�+i c r; 3L 8.4� k v _ / 2. 82.51 _, 7 25 82.78x 8 3 ✓ = I 12 y' l 12"T 3. 2 831 XIx 3.1 2 X 8 .1 8 1.1 U 4. 83-70 X X 83.70 !.0 3 / � I u SO � 2 - .....-- _ r-� R�,,e �.x -, � X 83.70 it ..� ' O '•�o ,r� ' / p - T D S PED /cAMP f 7 82.81 S D I 12" PLUG 80'-12" RCP D I 8 00 INV=978.05 ® 1.00% J 4 ~ ' _ I END 5' FROM BLDG.s52- I J/ 2.68 .....- @ 8 $2,5 PED RAMP rJ fs o NEW ADDITION + FFF7=984.00 2 .o D FFE=984.00 I t 6 -DA C - ! R t,.1 �1 .92 n v\ 965 47,1 US B _ RYk 6 x ® 8 , r - J 80.0 X 80.0 X 0.0 X N �-QO- g 's 3 ry`5' IEE as 8" x, 6` EE I 1 X H&MANT 82 52X s1 x�9 2 3 F - o GV b i X S a HYDRANT ? i 82.82 N 0 I¢ n� j 1 i MATCH EXISTING BITUMINOUS 1 -u v / ad t REMOVE EXISTING 12" PLUG SECTION & GRADE AND CONNECT AT - 81.02 ! _ Ur ! n I c H M7 6 ,P Vr 6 J TEE 79.44 X 1 � , INV -973.88 f ^ ` t , �, �a r " j 0 CB 4 N} X TEE - NVl _ g L3 ( AN & 3CLLARDS 79.34 X J, 4 _B'_[VXD 1.22 1� NIV=974.58 C . 0 �'`P' = � INV = X73.5 (_,j -66 (,`, " 6 G�V � RDS �c: " _.. T-� NV .- 91,3.78 (Si►° �_� Y._Rt,Ni &o wl a c "1" H A:J: & BOLI 8„ x 8 Q 1 • 2. 0 , CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF 82,88 X CONSTRUCTING SERVICE CONNECTIONS. 2) ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES 1) THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 2) ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES 3) STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL. STORM MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE AND CASTING SHALL BE NEENAH R-1733. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE AND CASTING SHALL BE NEENAH R -3067-V OR APPROVED EQUAL FOR CATCH BASINS IN CURB LINE AND NEENAH R-1733 WITH TYPE "C" GRATE OR APPROVED EQUAL FOR BASINS IN THE MIDDLE OF PAVED AREAS. ALL STORM STRUCTURES SHALL BE IN ACCORDANCE WITH ASTM C478 AND HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 4) ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY THE TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY NSPECTIONS NEEDED FOR CITY ACCEPTANCE. 5) CONSTRACTOR SHALL FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 6) CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER, AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 7) UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 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. yi ' '7r'cn� 1 Truc Dec Ho Date: 2.2.07 Reg. No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH PROPOSED EXISTING BOUNDARY LINE TIP -OUT CURB LINE SANITARY SEWER W/ MANHOLE - V SANITARY FORCE MAIN 'Po SEWER CLEANOUT WATER MAIN W/ FIRE HYDRANT & AUX. VALVE b4 GATE VALVE CATCH BASIN/STORM SEWER/MANHOLE 15050 23rd Avenue North Schoell Madson TI763- 46r1600soF7ta 63746-1699 Planning Engineering Surveying 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T763-241-0108 F763-241-8351 www.schoelimadson.com PROPOSED EXISTING MAJOR CONTOUR LINE C38 a MINOR CONTOUR LINE EDGE OF TREES r PERCENT GRADE/DRAINAGE SLOPE 0000000- EROSION CONTROL SILT FENCE ROCK CONSTRUCTION ENTRANCE +907.09 GUTTER/PAVEMENT ELEV. BUILDING MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 II \ 2%] 0 40 80 120 SCALE IN FEET Project: HEARTLAND AMERICA ADDITION 8085 CENTURY BLVD Sheet Title: GRADING & DRAINAGE PLAN k Date: 2.2.07 g Sheet: 3 C1 SMI Project Number: 62616-019 LL 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. yi ' '7r'cn� 1 Truc Dec Ho Date: 2.2.07 Reg. No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH PROPOSED EXISTING BOUNDARY LINE TIP -OUT CURB LINE SANITARY SEWER W/ MANHOLE - V SANITARY FORCE MAIN 'Po SEWER CLEANOUT WATER MAIN W/ FIRE HYDRANT & AUX. VALVE b4 GATE VALVE CATCH BASIN/STORM SEWER/MANHOLE 15050 23rd Avenue North Schoell Madson TI763- 46r1600soF7ta 63746-1699 Planning Engineering Surveying 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T763-241-0108 F763-241-8351 www.schoelimadson.com PROPOSED EXISTING MAJOR CONTOUR LINE C38 a MINOR CONTOUR LINE EDGE OF TREES r PERCENT GRADE/DRAINAGE SLOPE 0000000- EROSION CONTROL SILT FENCE ROCK CONSTRUCTION ENTRANCE +907.09 GUTTER/PAVEMENT ELEV. BUILDING MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 II \ 2%] 0 40 80 120 SCALE IN FEET Project: HEARTLAND AMERICA ADDITION 8085 CENTURY BLVD Sheet Title: GRADING & DRAINAGE PLAN k Date: 2.2.07 g Sheet: 3 C1 SMI Project Number: 62616-019 LL WIDTH OF i F- 3' -D" SEDIMENT TRAP AS MANUFACTURED BY PL NOTE: 24"x36" slab opening for Neenah WIMCO,LLC.SHAKOPEE, MN., - 1- VGrate shown R3067 -V or equal ESS BROS.,LEREfO, MN. OR SIMILAR VARIABLE 2- R Grote Shown shall be used at all low points. Note: SPECIFICATIONS AND STAN0.ARa6 DESIGN LOADS `o MI 1- L Grote shown NBC •••••� ar �, cDM=,wucn°u 9m mmD9` ��wAazr� wEOFr tao I 2- R Grates shall be used at all low "/s Face of Curb / points. - l9 CRA 1926 - <vtw SNEIT .Wa NFILTI ST1M0.Ym5 wUER ilLw FAZE (1HIpuCN TYPE iF naER aaDr m o �• nem MINIMUM 11' 12' VARIES MU(IMIIN aVERnAw RATE 5.91 ch O 15' wad Direction of Flow_ _ 0 10' Neenah R3067 -V casting and � v �� grate or equal. 1/2 -PER FT. SLOPE "" ;� ( 5 a�w MODEL#CG23 TOWARD ROADWAY �� PLAN PLAN Minimum of 2 maximum of 5-2" -I III z EN'm 6" Conc. collar concrete adjustment rings with full i I III v� v v CURB beds of mortar. - 0 Catchbasin casting --0 - TOPSOIL TYPICAL Precast concrete or 00 and grate Neenah R3067 -V or equal Grate to be 2" below - HDPE adjusting rings. E ob` ° 3" radius curb box. gutter grade. fO - ° � 6" recast reinforced concrete slob. rna` ..........y1 - Q"HIEA aF FlLiFA AIYYBLY 3" MNDOT 2350 LVWE450306 5' transition each - p - —III wtAnaQz -TDP or aRe ear 6" CLASS 5 BASE side of catchbasin. Top of barrel section under top. slab i—I I( - Precast concrete or to hove flat top edge sealed wth (100% CRUSHED) 1 9 Top of Curb � 2 beads of Ramnek or equal- Natural Ground O.SBc is- RYIFIt Asso:eLY HDPE adjusting rings. E All joints in manhole to have PER SOIL ENGINEER Varies_ � Varies "0" ring rubber gaskets. Minimum of 2-2", 6 1/2 � 4'-0 Typ. precast concrete section cuss maximum of 5-2" Varies concrete adjusment 24" x 36" NOTES: NOTES: rings allowed with 1/4" Precast minimum 5" 1. Doghouses shall be grouted on to 1/2 bed of mortar both the outside and inside. NOTE: 1. Shoulders to be backfilled and restored with 3" of topsoil and between each and a 3" Grout 2. No block structures are allowed. The Bottom of the Trench Shall be Shaped .^i: •_. re -vegetated with sod or seed /mulch. 6" thick concrete collar to Fit the Pipe Barrel. for at Least 50% of t 2. The contractor or developer shall supply a 2 year 100% maintenance on the outside. Manhole steps, Neenah R7981J or the Outside Diameter. 6" equal, 16" o.c., Aluminum steps cD-0 FFi:- bond upon city acceptance - Doghouses shall be approved. 3. TSECTION his detail /specifications are minimumn requirements, additional design grouted on both the may be required depending on existing sub -grade soil conditions. inside and outside. I �6" xcR-Rurw rA9A0 4. Bituminous trails may not be constructed on unsuitable soils. No waste 1 •rs.Minimum slab thickness, 6" for 14' material, black dirt, or organic soils allowed. JJ depth. Increase thickness 1" for NOTE: NOTES: � ` each 4' of depth greater than 14', 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. � and reinforce with 6"x6" 10/10 mesh. Clean filter media after each rain event and replace if filter is clogged with 2. Casting to be totally encased in concrete curb section. sediment. 3. No block structures are allowed. Grout bottom of manhole to 1/2 4. No wood shims are permitted in the adjusting rings. SECTION diameter at pipe and slope Remove debris/sediment from receptacle after each rain event. grout 2" toward invert. CITY OF Tat � CITY OF CATgI sAliN CITY OF P� aONo CITY OF CATCH BASIN CITY OF mr111�01lS CKANHASSEN C8AN8ASSEN IIAINOLS �;� CBANHASSEN °°°° a0■.i CHANHASSEN SEDIMENT TRAP C8AN8ASSEN TRAL t -os PJA.3r•21-os :b.: � rrrst�2-9- :v^._ :.:;at::b.: � RLVIsl=o:1-os DATE 1 —04 -vrl= NO 5�02A lr;,-t.::x.: J 3393 3102 r•:F' •r'�s 393_2iL- FILE NAME: _ F::S 3?: 393 5216 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. K} a True Dec Ho Date: 2.2.07 Rag: No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH m Schnell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 11110 Industr al Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 wwwschcellmadson.com Client:13085 CENTURY BLVD CHNHASSEN, MN MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 Project: HEARTLAND AMERACA ADDITION Date: 2.2.07 Sheet Title: Sheet: CIVIL DETAILS CL SMI Protect Number: 62616-0 19 iy F +,0 �l Distance to � variable 3/4" per foot AS' in. sox-aox OF easc FLARE TO WALKH 7 D1e� o 1/2"r 3"r Top Bituminous Material 6'tno, NaIE 1/2^r 1B^ 5• x.snn..;ng 1/5' �� surmauntobla curb &Gutter to be traneitlonetl � 910Pe.�'""I, into a 8616 type at cotchbatin. m 3 a" per ft GRADE I _,,Steel T Posts 24° in ground L 7/e'-1 ]/1fi' \ I MIN 2 0% � � DOME SECTION Catchbaein Frame 8 Grate Neenah R -3067-V or equal :, ^ � - MnDOT 6618 \ _ Note: Zi res P 00000000 a with L Grate � •``` Concrete Curb and Gutter T � 000000000 Silt fence per MNDOT °^°O^°e°0°-°- -'- -�sT sn.•mr� 0 6' te' - _ specifications, source 2000, machine sliced woven �� Q � ,,,m,rr,,� ff r., i- 00 1 4min A � CROP 000000 monofilament, 36"wide fastened to 0000 o o °$ i 7 1/2" Concrete pavement 6" x 6 #6 welded 3" steel T -Posts with 3(501b) tensile � 1"-2"WASHED ROCK A� ,enrmq emwA PLAN VIEW OF DIGONAL RAMP c catMb°am to be depressed 2" Wire Mesh strength plastic zip ties per ys' below assign gutter cine grade. Neenah R3087 -R be at all 1/2-, 8' Distance to 4 .Drools 4" Class 5 base incidental to apron T -Post. (Machine sliced) 6" Min. Depth of Sift DOME SPACING A shall used low Pointe. 3.r 1/2"r To Bituminous Material P fence embedment elope SECTION A—A , ISO, 5 4 o � \ 3 a MnDOT 8612 Curb Gutter No Scale EROSION CONTROL JS o � � �� ISOMETRIC Concrete and FENCE -TYPE 1 Surmountable Conu�ete Curb h Gutter No Scale s - ��' •; t` N \ NOTE: . Z � 2 -$4-80' Long e' 1Y � For Use Only with Private Driveways, 'Parking Lots, or Medians. 24' MAX. RESIDENTIAL 26' MAX. INDUSTRIAL/COMMERCIAL Z � FT�T � M71ERO Rebars Each way FOS F o A - 6"MIN.DEPTH FOR ROCK FO 1 SECTION A -A Y m Right -of -Way Note: 10"MIN.DEPTH FOR WOODCHIPS X00 RO o 3 v 12"R 28'R 16" r7op Bituminous Material 8618 Curb & Gutters f 6618 Curb &Gutter Type 2 silt fence is the some as type I with hay bales installed as per detail cyAs 0�� o� so�o��Mllar s' a' DUSTINGFT sB"R to VTC 6' s' .. ° /! Type 2 to be used protect all wetlands. _- � • 4` Bituminous MUM T 0 5' Min. Transition 5' Min. Transition `g \ o '. 1/2 1. SURMOUNTABLE Concrete Curb and Gutter rle Steel T Posts 24" in ground 18" TO MINIMUM CUT OFF. BERM MINIMIZE RUNOFF FROM SITE / 6' 3" 4' 0-m a. 6' 3" B' s' e' � ELEVATION OF RAMP -Io 9 ii Top of 2'1 n 17 1/2" to 1/2" "�gonq FILTER FABRIC x Curb w W x 28" Contraction Joints � Max. Spacing in Expansion Valley Gutter ®6' 6' �- T. waatl sites arivm mmugn ode t.5' to 26' hw the yw�e 6uks 6- babe t� 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AA D70 M 213. o BETWEEN 2 THEM, THE EPEDESTRIAN WIDE ENOUGH FOR T CROSSING SHALL BE 6UTPTHROUGH THE MEDIAN DAT STREET NLEVEL Q3 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. - - ---_- - - Design line 2 - #4-60" LONG 4" 8" 1 1/8"r PLAN ZIP Ties --�- 7D be r¢cess� gmae. 6aks as to be tiatl r6h D .-Degradable Material, ®ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL THE CURB RAMP. 2' 0" WIDTH NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK gutter grade Rebars Each way - EXTEND TME FULL WIDTH (a• o" TYP.) OF THIS BY 4' 0" (TYP.) FrOme & Casting No Scale ,-.-- TO STOP MUD MIGRATION THROUGH ROCK. TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT rO Bituminous Bituminous Curb NOTE: - SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR "WHITE" SECTION A—A Surface sw Shoe Formed 1. Reinforce Valley Gutter and Triangular Sections with 6" z 6" #6 Welded Wire Mesh. EROSION CONTROL (GRAY) WHEN THE ADJACENT SIDEWALK ISA OR LIGHT GRAY CEMENT COLOR. No Scale 2. Contraction Joints Shall be 1/3 the Depth of Slab. 3. Bituminous Paving Section 10 the Right -of -Way is the Some as FETdCE - TYPE 2 SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE wILL NOT BE ALLOWED. © TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING Street Paving Section. SYSTEMS. CITY OF CIIII� OON�AON CITY OF CSANHASSSI� �� 11011111111111111 CITY OF C8AI�KASSEN CITY OF CBANHASSEN �T sacs CITY OF C8AI�HASSEN ROCK CITY OF CHANBASSEN CHAl�BASSEI� � aura - oaysrAY �ot� - AT CATgI �AItN Mill !}.�M: 1-06 :'+^•_ ":;....I�'.Sh^✓.2-97 .....;. J ..:.. ... :Y i,......... � • P!_.'Si3 t -O6 .. .._ ...... � !i�.'S:•7: 1-04 ..._ ;,..^*,.. .«.. SIM In.•.S:SS. 1-06 •r �.; u•;: '? •... .. ,. � (?;i':ISS'�C t -OS �•�.: r; �r ...... '7e :..:.T-.39-331 _06 � :""e'393 5:03 i�c ""�"'•9' `-"' P::i 393 5300 Y::F_393 5301 � e :r•`•'J 393_5215 WIDTH OF i F- 3' -D" SEDIMENT TRAP AS MANUFACTURED BY PL NOTE: 24"x36" slab opening for Neenah WIMCO,LLC.SHAKOPEE, MN., - 1- VGrate shown R3067 -V or equal ESS BROS.,LEREfO, MN. OR SIMILAR VARIABLE 2- R Grote Shown shall be used at all low points. Note: SPECIFICATIONS AND STAN0.ARa6 DESIGN LOADS `o MI 1- L Grote shown NBC •••••� ar �, cDM=,wucn°u 9m mmD9` ��wAazr� wEOFr tao I 2- R Grates shall be used at all low "/s Face of Curb / points. - l9 CRA 1926 - <vtw SNEIT .Wa NFILTI ST1M0.Ym5 wUER ilLw FAZE (1HIpuCN TYPE iF naER aaDr m o �• nem MINIMUM 11' 12' VARIES MU(IMIIN aVERnAw RATE 5.91 ch O 15' wad Direction of Flow_ _ 0 10' Neenah R3067 -V casting and � v �� grate or equal. 1/2 -PER FT. SLOPE "" ;� ( 5 a�w MODEL#CG23 TOWARD ROADWAY �� PLAN PLAN Minimum of 2 maximum of 5-2" -I III z EN'm 6" Conc. collar concrete adjustment rings with full i I III v� v v CURB beds of mortar. - 0 Catchbasin casting --0 - TOPSOIL TYPICAL Precast concrete or 00 and grate Neenah R3067 -V or equal Grate to be 2" below - HDPE adjusting rings. E ob` ° 3" radius curb box. gutter grade. fO - ° � 6" recast reinforced concrete slob. rna` ..........y1 - Q"HIEA aF FlLiFA AIYYBLY 3" MNDOT 2350 LVWE450306 5' transition each - p - —III wtAnaQz -TDP or aRe ear 6" CLASS 5 BASE side of catchbasin. Top of barrel section under top. slab i—I I( - Precast concrete or to hove flat top edge sealed wth (100% CRUSHED) 1 9 Top of Curb � 2 beads of Ramnek or equal- Natural Ground O.SBc is- RYIFIt Asso:eLY HDPE adjusting rings. E All joints in manhole to have PER SOIL ENGINEER Varies_ � Varies "0" ring rubber gaskets. Minimum of 2-2", 6 1/2 � 4'-0 Typ. precast concrete section cuss maximum of 5-2" Varies concrete adjusment 24" x 36" NOTES: NOTES: rings allowed with 1/4" Precast minimum 5" 1. Doghouses shall be grouted on to 1/2 bed of mortar both the outside and inside. NOTE: 1. Shoulders to be backfilled and restored with 3" of topsoil and between each and a 3" Grout 2. No block structures are allowed. The Bottom of the Trench Shall be Shaped .^i: •_. re -vegetated with sod or seed /mulch. 6" thick concrete collar to Fit the Pipe Barrel. for at Least 50% of t 2. The contractor or developer shall supply a 2 year 100% maintenance on the outside. Manhole steps, Neenah R7981J or the Outside Diameter. 6" equal, 16" o.c., Aluminum steps cD-0 FFi:- bond upon city acceptance - Doghouses shall be approved. 3. TSECTION his detail /specifications are minimumn requirements, additional design grouted on both the may be required depending on existing sub -grade soil conditions. inside and outside. I �6" xcR-Rurw rA9A0 4. Bituminous trails may not be constructed on unsuitable soils. No waste 1 •rs.Minimum slab thickness, 6" for 14' material, black dirt, or organic soils allowed. JJ depth. Increase thickness 1" for NOTE: NOTES: � ` each 4' of depth greater than 14', 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. � and reinforce with 6"x6" 10/10 mesh. Clean filter media after each rain event and replace if filter is clogged with 2. Casting to be totally encased in concrete curb section. sediment. 3. No block structures are allowed. Grout bottom of manhole to 1/2 4. No wood shims are permitted in the adjusting rings. SECTION diameter at pipe and slope Remove debris/sediment from receptacle after each rain event. grout 2" toward invert. CITY OF Tat � CITY OF CATgI sAliN CITY OF P� aONo CITY OF CATCH BASIN CITY OF mr111�01lS CKANHASSEN C8AN8ASSEN IIAINOLS �;� CBANHASSEN °°°° a0■.i CHANHASSEN SEDIMENT TRAP C8AN8ASSEN TRAL t -os PJA.3r•21-os :b.: � rrrst�2-9- :v^._ :.:;at::b.: � RLVIsl=o:1-os DATE 1 —04 -vrl= NO 5�02A lr;,-t.::x.: J 3393 3102 r•:F' •r'�s 393_2iL- FILE NAME: _ F::S 3?: 393 5216 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. K} a True Dec Ho Date: 2.2.07 Rag: No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH m Schnell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 11110 Industr al Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 wwwschcellmadson.com Client:13085 CENTURY BLVD CHNHASSEN, MN MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 Project: HEARTLAND AMERACA ADDITION Date: 2.2.07 Sheet Title: Sheet: CIVIL DETAILS CL SMI Protect Number: 62616-0 19 iy 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. K} a True Dec Ho Date: 2.2.07 Rag: No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH m Schnell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 11110 Industr al Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 wwwschcellmadson.com Client:13085 CENTURY BLVD CHNHASSEN, MN MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 Project: HEARTLAND AMERACA ADDITION Date: 2.2.07 Sheet Title: Sheet: CIVIL DETAILS CL SMI Protect Number: 62616-0 19 iy 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. K} a True Dec Ho Date: 2.2.07 Rag: No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH m Schnell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 11110 Industr al Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 wwwschcellmadson.com Client:13085 CENTURY BLVD CHNHASSEN, MN MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 Project: HEARTLAND AMERACA ADDITION Date: 2.2.07 Sheet Title: Sheet: CIVIL DETAILS CL SMI Protect Number: 62616-0 19 iy 40 0 40 80 120 . 0023' 43 N3 43 Scale in Feet p8 ST --� 0 VL �- o4-�29640 R Y N r� 334 089 I ij�N 1 � I , — i EXISTING` CURB \ BITUMINOUS L W D N 0w I .CJ am I \ (TYPICAL) METAL S I I -J I BITUMINOUS n I I f L_ — _ — _ _ _ _ — _ — I — N00.12.54 W 984.23 —w —ww— —MOM—'--�— — S7,— a I 5i 94 N i a� N� I J Ut — GENERAL NOTES: This drawing has been checked and reviewed this 14 day of ,1AWIRy /9 '7B by REVISIONS DATE BY REVISION .0 DESCRIPTION: Lot 1, Block 1, ARBORETUM BUSINESS PARK, according to the recorded plat thereof. 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 Minnesota. Theodore D. Kemna Date: SEPT. 15, 1997 License No. 17006 0 -wM - Y zi ROPOSED BUILDING N FLOOR ELEV = POST INDICATOR— VALVE w Ae o� eF Ci oy v ry0�tii� J I ( UNDER CONSTRUCTION ) B O U L E V A R D N00' 13'56" E 536.48 SURFACE I \ 1 I \-GAS METER I I I I I b SURFACE 1 I I I I I / EXISTING CURB \ i LSI - EXISTING - CD CURBI Ln N N �-) -_ 99.9--{- I �� I 1 Co I< (n N m Z I ,o IN Wit WM NAF I N o m - -L------------------------------------------e----------------------------- TRANSFORMER� I I 1038.20-----�---� S00'24'58"W 1. • - Denotes iron monument found. 2. O - Denotes iron monument set. 3. - Denotes Fire Hydrant. 4. O - Denotes Utility Pole. 5. ■ - Denotes Catch Basin. 6. m - Denotes Telephone Riser. 7. D4 - Denotes Gate Valve. 8. O - Denotes Manhole. 9 n - pwnotas I ight Pole. 10. D - Denotes Concrete Surface. 1 1. —SS — - Denotes Sanitary Sewer. 12. ST - Denotes Storm Sewer. 13. - - -wM- - - - Denotes Watermain. 14. G- - Denotes Gosmain. 15. - Denotes Curb. 16. Area: 442,007 Sq.Ft. or 10.1471 Acres 17. Bearings shown are based on the West line of Lot 1 having an assumed bearing S924'58"W. 18. The property is in Flood Zone C (Minimum Flood Hazard), community panel number 270051-0058, dated July 2, 1979. 19. The parking area contains 144,649 sq.ft. (3.3207 acres) and 5 parking spaces of which 2 are designated for handicap parking as shown. The remainder of the parking area is not striped for parking spaces. 20, The minimum building setback from any right-of-way is 50ft. The minimum parking setback from any right-of-way is 20ft. There is no minimum building or parking setback for interior lotlines. SCHOELL & MADSON, INC. ENGINEERS • SURVEYORS • PLANNERS SOIL TESTING • ENVIRONMENTAL SEWCES 10580 WAYZATA BOULEVARD, SUITIr 1 MINNETONKA, MN 55305 (612) 546-7601 FAX:546-9065 CLIENT The undersigned hereby certifies to State Form Insurance Company, Coeur Terra LLP and Commercial Partners Title LLC, that this survey correctly shows the premises described herein, the location of all buildings, structures and other Improvements located or to be built thereon, all applicable setback lines and easements, right-of-way and other encroachments onto or from the premises that are known to the undersigned, that are visible on the premises or that are of record. Dated: January 16, 1998 L14J6-Ct 1// Theodore D. Kemna Licence No. 17006 STEINER DEVELOPEMENT LOCATION - Existing / Curb z C0 BOOK: PAGE: (82-98) CHANHASSEN, MINNESOTA S.M.I. PROJECT NO. 60172-045 � 4x�c �F �f�•�.g'ri ` -, a.. ir(icoth Sumac 20 SrrlootG Sumac d;"tA -,.e $lack -#9i is:5 race : •5 Austrian Pine (1 Patmc4 Ash. 1a)Smboth -Su fi0 Smooth Sumac " 10 Falser irea G 1 p at 2=Gtil 2- al 2 -Gal ��I 2 3 Potmore Ash 3 Stock Hills, Sprucz. ATO)Smoo�h Suma 3� �� 2.5 -Cal € - /� 3)NQrt.hwood�ieit MaDfe'. (1)PO Ash G ralsespireo BS�3 r, ry C': .1...� Sod Seed Sad Limit,.,, z W Z" r- • 4, u Numeric Summary - Basic Project: All Projects Label I CatcType _ Uritsl Avg Max I Min Avg/Min I Max/Min # Pt PtSpcLr PtSpcTb Site (All Points Shown) I Illuminance jFc 10.76 L4.7 10.0 0.00 10.00 718 110 1 10 0 20 40 Luminaire Schedule Project; All Projects Label Type Wall Ht, I Description Project: All Project All Projects Chanhassen, Minnesota SegNo Symbol Qty Label Arrangement Lumens ILLF Description —� 5 A SINGLE 19100 0.700 Cimarron CR1-A-H25-H4-F-0-DB-HS/SSS20-40-1-A2-DB On 4 W SINGLE 13800 0.700 Hubbell Laredo LMC -175H-8-1 (Mounted At 25' On Wall) —�] 1 B SINGLE 19100 0.700 Cimarron CRI-A-H25-H4-F-0-DB-HS/SSS30-40-7-A2-DB Note: This Photometric Point By Point Printout Is Based On Specific Data Produced By The Light Fixture(s) Specified ❑n The Fixture Schedule Shown On This Printout, Any Changes In Location, Lamp Type, Mounting The contractor shalt ; 1) Furnish and deliver light fixture types within the schedules shown on the drawing\ and in accordance to manufacturers specification information, no substiturions shall be allowed. 2) Submit manufacturer's approval drawings to the Architect within 14 days of awarded contract, 3) Fixture Luminaires and poles shall be provided by Luma Sales Assoc. Inc., 5200 12th Avenur East, Shakopee, MN 55379. Primary contact: Jerry Strand, Phone: (952) 995 6501 Luminaire Location Summar Project; All Projects Label Type Wall Ht, I Description Project: All Projects 28' High Chanhassen, Minnesota SegNo Label X Y Z Orient Tilt Status 1 A 396.861 335.396 25 225.054 0 On 2 A 448.263 284.252 25 225.054 0 On 3 A 248.625 337,875 25 270 0 On 4 A 324 337.875 25 270 0 On 5 A 462.375 210.5 25 180 0 On 6 B 101.75 273.125 30 0 0 On 7 W 250.625 277,875 25 90 0 On 8 W 329.625 278 25 90 0 On 9 W 224.5 257,5 25 180 0 On 10 W 224,5 164,875 25 180 0 On Building Summary Project; All Projects Label Type Wall Ht, I Description Bldg Odd -Flat 28 28' High ScoJei 1" = 20'-0' Arboretum Business Park i ddb tion -Site Lighting Proposal Chanhassen, Minnesota 2/2io7 • •• Luma Sales Associates Lighting and Controls 5200 12th Avenue East Shakopee, Minnesota 55379 TELA (952) 995-6500 FAX, (952) 995-6565 Contact Person Jerry Strand/RLS iJNi i i / / PROJECT TEAIY OWNER OF RECORD COEUR TERRA, LLP C/O SUMMERHILL COMMERCIAL REAL ESTATE. LLC 1458 WHITE OAK DRIVE, SUITE 106 CHASKA, MINNESOTA 55318 CONTACT: PETER KORDONOWY (0152) 556-5151 ARCHITECT MARTIN WOODY ARCHITECTS, INC. 4048 SPRUCE ROAD MINNETRISTA, MINNESOTA 55375 CONTACT: MARTIN WOODY, AIA, LEED AP (952) 446-9891 CIVIL ENGINEERING SCHOELL ✓t MADSON \ \ . 15050 23RD AVENUE NORTH \ \ PLYMOUTH, MN. 55447 \ \ CONTACT JERRY HACKMAN P E / \ / (763) 746-1620 / / ---___ ,,------------ --�� CENTURY BLVD. I --- / ` --- -- ----------- — — / 20 H - - ---------- ----- ------------ I/ / 13 T9=I7-' 20 H �T iD NEW IST. LIGHT DUTY n�� EXISTING BITUMINOUS PAVING I BITUMINOUS PAVING / I 1 O A I I I m I d 20' H �25' I — _ ' z__ PROPOSED ADD1I70N _ 31,200 SQUARE FEET ,I - I FIN FLOOR ELEV 0184 i of V p N W EXIST. P = d SSJL / I\ m 9 v I 1 v I 2' 200' / I \ \ \ 25' `{I i -- - - - - - -- - - - - II 1 NEW I E I57. i I I I�1 1 I I HEAVY DUTY EXISTING - � 1 \ 1 BITUMINOUS PAVING ap BITUMINOUS PAVING 1 Imo' \ ! l !I l If •\ 1 I NEU EXISTING BUILDING 1011600 SQUARE FEET FIN FLOOR ELEV = 0184.0 INDEX TO DRAW I NGS: ARCHITECTURAL: Al SITE PLAN A2 FLOOR PLAN A3 EXTERIOR ELEVATIONS CIVIL ENGINEERING: Cl GRADING AND DRAINAGE PLAN C2 DETAILS SURVEY LANDSCAPE PLAN LIGHTING PLAN AT POND 0 ---- -------- ----------- �I \ II I 30' H ------------------ ------------ \ \- ------ – – – – ---- -- – ----- – –------------------ -- ----- ---- ------ ------ – I PROJECT DATA: \ \ // 1111 SITE AREA: 4421007 SQUARE FEET/10.1471 ACRES 1 \ / ZONING: PUD - INDUSTRIAL OFFICE PARK DISTRICT EXISTING BUILDING AREA: 1011600 SQUARE FEET I PROPOSED BUILDING ADDITION: 31,200 SQUARE FEET SITE PLAN I I TOTAL PROPOSED BUILDING AREA: 132,800 SQUARE FEET 11 BUILDING HEIGHT: 28'-0" (ONE STORY) 1" SCALE: = 40' NORTH 1 1 0 40 80 120 PERCENT OF SITE COVERED BY BUILDING: 132,800/442,007 = 30.04% PERCENT OF SITE COVERED BY IMPERVIOUS SURFACE: 325,466/442,007 73.63% PERCENT OF SITE COVERED BY PARKING AREA: 192,666/442,007 - 43.501% SITE/BUILDING INTENDED USE: OFFICE/WAREHOUSE OCCUPANCY TYPE: GROUPS B(OFFICE), 5(570RAGE) It ESTIMATED OCCUPANT LOAD OF ADDITION: 78 OCCUPANTS PROJECTED NUMBER OF EMPLOYEES: 10 ' PROPOSED ADDITION PARKING REQUIREMENTS: OFFICE PARKING REQUIRED: I,g50 S.F. (5 SPACES PER 1,000 G.S.F.) = 10 SPACES ' WAREHOUSE PARKING REQUIRED: 29,280 S.F. (I SPACE PER 11000 S.F. FOR ' FIRST 10,000 5.F., THEN 1 SPACE PER 2,000 S.F.) = 20 SPACES TOTAL PARKING REQUIRED: 30 SPACES ' TOTAL PARKING PROVIDED: 62 SPACES (3 HANDICAPPED) I \ RI nl nlNr ODDITInNTCJ RE SPRMKLERED TI-IROUGI-Ir7UT Oil'NOFCHANHASSEN RECEIVED FEB 0 2 2007 aMNW1M PLANNING OEPF o� as ee U aE�„ as / � w / a F / _ 1 I l� / NEU EXISTING BUILDING 1011600 SQUARE FEET FIN FLOOR ELEV = 0184.0 INDEX TO DRAW I NGS: ARCHITECTURAL: Al SITE PLAN A2 FLOOR PLAN A3 EXTERIOR ELEVATIONS CIVIL ENGINEERING: Cl GRADING AND DRAINAGE PLAN C2 DETAILS SURVEY LANDSCAPE PLAN LIGHTING PLAN AT POND 0 ---- -------- ----------- �I \ II I 30' H ------------------ ------------ \ \- ------ – – – – ---- -- – ----- – –------------------ -- ----- ---- ------ ------ – I PROJECT DATA: \ \ // 1111 SITE AREA: 4421007 SQUARE FEET/10.1471 ACRES 1 \ / ZONING: PUD - INDUSTRIAL OFFICE PARK DISTRICT EXISTING BUILDING AREA: 1011600 SQUARE FEET I PROPOSED BUILDING ADDITION: 31,200 SQUARE FEET SITE PLAN I I TOTAL PROPOSED BUILDING AREA: 132,800 SQUARE FEET 11 BUILDING HEIGHT: 28'-0" (ONE STORY) 1" SCALE: = 40' NORTH 1 1 0 40 80 120 PERCENT OF SITE COVERED BY BUILDING: 132,800/442,007 = 30.04% PERCENT OF SITE COVERED BY IMPERVIOUS SURFACE: 325,466/442,007 73.63% PERCENT OF SITE COVERED BY PARKING AREA: 192,666/442,007 - 43.501% SITE/BUILDING INTENDED USE: OFFICE/WAREHOUSE OCCUPANCY TYPE: GROUPS B(OFFICE), 5(570RAGE) It ESTIMATED OCCUPANT LOAD OF ADDITION: 78 OCCUPANTS PROJECTED NUMBER OF EMPLOYEES: 10 ' PROPOSED ADDITION PARKING REQUIREMENTS: OFFICE PARKING REQUIRED: I,g50 S.F. (5 SPACES PER 1,000 G.S.F.) = 10 SPACES ' WAREHOUSE PARKING REQUIRED: 29,280 S.F. (I SPACE PER 11000 S.F. FOR ' FIRST 10,000 5.F., THEN 1 SPACE PER 2,000 S.F.) = 20 SPACES TOTAL PARKING REQUIRED: 30 SPACES ' TOTAL PARKING PROVIDED: 62 SPACES (3 HANDICAPPED) I \ RI nl nlNr ODDITInNTCJ RE SPRMKLERED TI-IROUGI-Ir7UT Oil'NOFCHANHASSEN RECEIVED FEB 0 2 2007 aMNW1M PLANNING OEPF 30' H ------------------ ------------ \ \- ------ – – – – ---- -- – ----- – –------------------ -- ----- ---- ------ ------ – I PROJECT DATA: \ \ // 1111 SITE AREA: 4421007 SQUARE FEET/10.1471 ACRES 1 \ / ZONING: PUD - INDUSTRIAL OFFICE PARK DISTRICT EXISTING BUILDING AREA: 1011600 SQUARE FEET I PROPOSED BUILDING ADDITION: 31,200 SQUARE FEET SITE PLAN I I TOTAL PROPOSED BUILDING AREA: 132,800 SQUARE FEET 11 BUILDING HEIGHT: 28'-0" (ONE STORY) 1" SCALE: = 40' NORTH 1 1 0 40 80 120 PERCENT OF SITE COVERED BY BUILDING: 132,800/442,007 = 30.04% PERCENT OF SITE COVERED BY IMPERVIOUS SURFACE: 325,466/442,007 73.63% PERCENT OF SITE COVERED BY PARKING AREA: 192,666/442,007 - 43.501% SITE/BUILDING INTENDED USE: OFFICE/WAREHOUSE OCCUPANCY TYPE: GROUPS B(OFFICE), 5(570RAGE) It ESTIMATED OCCUPANT LOAD OF ADDITION: 78 OCCUPANTS PROJECTED NUMBER OF EMPLOYEES: 10 ' PROPOSED ADDITION PARKING REQUIREMENTS: OFFICE PARKING REQUIRED: I,g50 S.F. (5 SPACES PER 1,000 G.S.F.) = 10 SPACES ' WAREHOUSE PARKING REQUIRED: 29,280 S.F. (I SPACE PER 11000 S.F. FOR ' FIRST 10,000 5.F., THEN 1 SPACE PER 2,000 S.F.) = 20 SPACES TOTAL PARKING REQUIRED: 30 SPACES ' TOTAL PARKING PROVIDED: 62 SPACES (3 HANDICAPPED) I \ RI nl nlNr ODDITInNTCJ RE SPRMKLERED TI-IROUGI-Ir7UT Oil'NOFCHANHASSEN RECEIVED FEB 0 2 2007 aMNW1M PLANNING OEPF o� as ee U aE�„ as � w a F W FA0 V aoa E3 11R ED 0 0 n ri 0 m w w d A FILE: CASCRELLC \AI.I.DWG Y> om U p J 0 = O ON U j O N 00 o z ZwQw z 0 a. NmiW O_ =opo z< w I-- 100 czwz ir aQ'=z - v w 3 Q 0 N o _ H cwirao roox� mm w � o W �. w�wow F U =0 o COPYRIGHT 2007 MARTIN WOODY ARCHITECTS, INC. z z Q In 1 �Q a--. O W W LLI znn 7z z V/ fn oW w O zIt w Q z J !Z 4 U to v w O a 0 - SHEET: FLOOR PLAN SCALE: WIG"= V-0" 0 16 32 48 NORTH i h Q O IT,!Z U G aF as Ln w �W U W ~ � x F A U aoa U 1193 El s 0 O m w w a a FILE: CASCRELLC \A2.DWG Z O� cp J w0 T 3 �oa3 0 Z ZQwaw J M _ H Z �m2w aO K 0 ~won w =W¢Oow F>-�ZwZ la.aO=Z X (Q v KO�� 3 a wj X \ _ rV (r a p rON XK� X W / wQ:QLnti U -OOKr a w z 0 0 Z Q In I v Q .Q w w Z Z WZ (Ll ° �w z z ° w� Q Q oat- z 4 J � 4 U O LU O a a SHEET: A2 OF 3 EL.- 128'-0 _FLOOR _ Y EL.- 100'-0" (0) (5) ( 4) (5) (2) ( 1 SMOOTH FINISH COLOR #2 ---� EL.- 96'-0" 12'X14' O.H. DOOR (PAINT) 8'X10' O.H. DOOR (PAINT) T.O. PRECAST PANEL EL.- 128'-0" F� EL.- 100'-0" TYPE 2 PRECAST PANELS 2001-01, 5 WALL MOUNTED LIGHT FIXTURE AT 10'-0" A.F.F. DOCK LEVELER SEAL AND BUMPERS WEST ELEVATION SCALE: 1/16"- 1'-0" 40'-0" 1 40'-0" NEW EXIST. RAKED FINISH , COLOR #1 ---1 METAL STAIR AND LANDING (PAINT) 6" DIA. CONC. FILLED STEEL BOLLARDS (PAINT) NOTE: TYPE 1 PRECAST CONCRETE PANELS TO HAVE 1-1/2" CONCRETE FACE SHELL TO FACE INSIDE OF BUILDING WITH SMOOTH FINISH, TYPE 2 PRECAST CONCRETE PANELS TO HAVE 1-1/2" CONCRETE FACE SHELL TO FACE OUTSIDE OF BUILDING. COLOR #5 PRE -FIN. TYPE 1 PRECAST COLOR #5 WALL MOUNTED METAL COPING NALL PANELS LIGHT FIXTURE r- COLOR #4 r- COLOR st4� AT II' -5" A.F.F. —� NORTH! ELEVATION SCALE: 1/16"- 1'-0" 8" REVEAL, COLOR #3 n3 A4 in n2 0 CHAMPAGNE ANDD. ALUM ENTRANCE SYSTEM 10 Ire EXIST. NEW PRE -FIN. METAL COPING COLOR #4 I� CHAMPAGNE ANOD. ALUM. COLOR #5-1 NINDONS KITH THERMAL BREAK CHAMPAGNE ANOD. ALUM ENTRANCE SYSTEM EAST ELEVATION SCALE: 1/16"- 1'-0" TYPE 1 PRECAST NALL PANELS —\ 0 m x COLOR #5 —� erg 8" REVEAL, COLOR #3 COLOR #2 COLOR #1 18" REVEAL, COLOR #4 COLOR #2 COLOR #2 COLOR #2 8" REVEAL, COLOR #3 COLOR #2 T.O. PRECAST PANEL_ COLOR #1 18" REVEAL, COLOR #4 COLOR #2 COLOR #2 COLOR #2 FLOOR �- EL.- 100'-0" 8" REVEAL, COLOR #3 401-011 0" ol 401-011 401-011 401-011 401-011 41 EXIST. NEW PRE -FIN. METAL COPING COLOR #4 I� CHAMPAGNE ANOD. ALUM. COLOR #5-1 NINDONS KITH THERMAL BREAK CHAMPAGNE ANOD. ALUM ENTRANCE SYSTEM EAST ELEVATION SCALE: 1/16"- 1'-0" TYPE 1 PRECAST NALL PANELS —\ 0 m x COLOR #5 —� erg 8" REVEAL, COLOR #3 COLOR #2 COLOR #1 18" REVEAL, COLOR #4 COLOR #2 COLOR #2 COLOR #2 8" REVEAL, COLOR #3 COLOR #2 T.O. PRECAST PANEL_ COLOR #1 18" REVEAL, COLOR #4 COLOR #2 COLOR #2 COLOR #2 FLOOR �- EL.- 100'-0" 8" REVEAL, COLOR #3 94 wxU ]d arA �� w U ~ > �W W E A U 0 IM 13 1193 EM 0 0 Of c? 0 m w IL w Q A FILE: CASCRELLC \A3. DWG zm o_ r w v<i J GU z O D 0 0 N 00 o z z D00rw 0 r9io?r a w F- S W U ra0Cz z K x U axx w x x roNak' wWrm x W U w�wvw =oswm o W z Q M I Y Q O� ,Q �O W WW Z z W 5 O w z w� Q Q Q Z z � IL fn Q u w O K 0. SHEET: 3 OF 3 GRADING NOTES: -� �` aYv\ p 1) CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE � CALL' AT LEAST 48 HOURS PRIOR TO r f rJ r WARNING t r EXCAVATION/CONSTRUCTION FOR EXISTING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES j �+h UNDERGROUND UTILITY LOCATIONS. TWIN CITIES METRO /\� FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, f f �7 / AREA: 651-454-0002 OR TOLL-FREE: /.� ' �p /-- 0p CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED 1-800-252-1166. STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR POND a. VQ ` REPLACE THE ABOVE WHEN DAMAGED DURING ® / J 51 E� 2) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS /, j /� `4;• CONSTRUCTION AT NO COST TO OWNER. *. 23y AND ELEVATIONS OF EXISTING UTILITIES AND EGg, QD\0 ` - �®11 Aa TOPOGRAPHIC FEATURES PRIOR TO START OF SITE �t �r�1 __ d GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY Qom\ RC ' _ U �' -�' :' '.JFK THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS- � ) ifc = p 26 LF p _J1R &� a„\4a� `-i r _. IN, VI�Gti--E��TCN.-: _ _ _-----.� i? FF 3) SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL / �} ` QQ T- � _ - -> - - - - -_-_ _ _ _ _ _ SOIL ENCOUNTERED ON SITE WITH THE EXCEPTION OF ® t��''_ 1 ` �,•,. D �QG- -�� i r `�R T - h - T 7L j TOPSOIL, DEBRIS, ORGANIC MATERIAL, AND ANY OTHER"4 -- - „ iF UNSTABLE MATERIAL. 2 4) SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR ER STEEP SLOPES WHEN LAC PING NEW SURFACE 7) COMPLETION OF SITE GRADING OPERATIONS SHALL RI 1.70 PILI FENCE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE THE BUILDING PIPE PAD DIMENSIONS SHALL BE DETERMINED BY REFERRING E EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID ,-IAMF ;;'RECO U T UlvIINOU� DRAWINGS. THE HORIZONTAL DIMENSIONS AND @\ UNDERMINING THE EXISTING PAVEMENT. Igo( SHALL BE DETERMINED BY REFERRING TO THE SITE BUILDING PERMIT PLAN. THE PAVEMENT SECTION AND SUBBASE SHALL RO ST CE BE COORDINATED WITH THE GEOTECHNICAL REPORT. r- NC.E 5) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL pD HORIZONTAL AND VERTICAL CONTROL. 6 INCHES IN 10 FEET (5.0%) FOR THE FIRST 10 FEET i 6 ALL EXCESS MATERIAL INCLUDING BITUMINOUS REFER TO PLAN GRADES. SURFACING, CONCRETE, ABANDONED UTILITY ITEMS, AND; = M ANY OTHER UNUSABLE MATERIALS SHALL BECOME THE } PROPERTY OF THE CONTRACTOR AND SHALL BE PROPOSED PAVEMENTS, SIDEWALKS, AND CURB & DISPOSED OFF THE CONSTRUCTION SITE. - _- Q RECON TRIS /SITU PREVENT PONDING IN LOWER AREAS. CONTACT ICB 3 ; 7) COMPLETION OF SITE GRADING OPERATIONS SHALL RI 1.70 RESULT IN ALL AREAS BEING GRADED TO 'PLAN INV=9-78.45 SUBGRADE ELEVATION'. THE FOUNDATION AND BUILDINGLU THE BUILDING PIPE PAD DIMENSIONS SHALL BE DETERMINED BY REFERRING E T OR STRUCTURAL TO THE ARCHITECTURAL AND/OR ,-IAMF ;;'RECO U T UlvIINOU� DRAWINGS. THE HORIZONTAL DIMENSIONS AND S E ESSAR) LOCATION OF THE PARKING LOT AND DRIVEWAY AREAS Igo( SHALL BE DETERMINED BY REFERRING TO THE SITE BUILDING PERMIT PLAN. THE PAVEMENT SECTION AND SUBBASE SHALL RO ST CE BE COORDINATED WITH THE GEOTECHNICAL REPORT. r- NC.E 8) FINISHED GROUND ADJACENT TO PROPOSED BUILDINGS SHALL BE SLOPED AWAY AT A MINIMUM OF g13� 6 INCHES IN 10 FEET (5.0%) FOR THE FIRST 10 FEET EXCEPT WHERE NOTED ON PLAN. BEYOND 10 FEET, REFER TO PLAN GRADES. CbNCRETE I RUEY A N,-, 9) CONTRACTOR IS RESPONSIBLE FOR GRADING THE FINISHED GROUND SURFACE AND CONSTRUCTING M� PROPOSED PAVEMENTS, SIDEWALKS, AND CURB & GUTTER WITH SMOOTH & UNIFORM SLOPES TO PROVIDE - ,PtDc POSITIVE DRAINAGE AWAY FROM BUILDINGS AND RECON TRIS /SITU PREVENT PONDING IN LOWER AREAS. CONTACT T AILS S NEC ENGINEER IF FIELD ADJUSTMENTS TO GRADING PLANS W ,o ARE REQUIRED. _ o 10) INSTALL A MINIMUM OF 4 INCHES OF CLASS 5 AGGREGATE BASE UNDER ALL PROPOSED CURB AND GUTTER. 11) REFER TO STORMWATER POLLUTION PREVENTION -- I PLAN (SWPPP) FOR DETAILS ON EROSION & SEDIMENT Q(\ CONTROL PRACTICES, INCLUDING INSTALLATION AND MAINTENANCE PROCEDURES. 12) CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORKING WITHIN THE ! -' - - �• a0 _ ®\ D f% "9DS / c�b Nln" 5/ j PROVIDE /f l 107'-12" RCP - : - B B G _ :d J �� J 7 ATCRM IhJ INV 9F>>. ;8 OPEIMNGS \ X 977.97 ® 0.50% CBMH 1 ¢ INV. 9 1.: 4> � GUT _ IN MH \ CBMH 2 RIM=982.11 CORE DRILL `CONNECTION / 15 _.. - a , TO EXISTING CB RIM=981.70� INV=977 2(N,W) wv=s77.77 INV=876.34 PL - - - -- _ 9807 978 RIM ®v y F4, r"T \ _ u - 02. 0 /®_ 82,88 X X137,•-}`2'.00 70" 15PCP .` ® �Ur D ©-r.,yt�8 2v Q` 1;11 59%° e a` 47 - LJ / o MATCH EXISTING BITUMINOUS - 1 _ -- t; ?V!: = l D E .P 3� J 3.4 r n 9 t C G] / / _ ti SECTION AND GRADE , J 82.51 _ a 1 LO I V 9/1'., ;]l s� p' 1., �yI \ L1L17 V �J/..50 N o g I- _. ❑ 1 11 \ 8311211 X- X 83 11 2 83! 1 X X 3,"12 � X 18 � / �S 83.2 s.> . _ . 43.70 X X 83.74 1 2 2 � ,� - / 4 83.70 X X 83.7 / 1' El 82.81 5 PED MP ❑j 12" PLUG 80'-12" RCP 74 X i ... El B Op INV=978.05 'Iv'. / €i C; q� -t-J:62'.� ! ❑ I END 5' FROM BLDG. 2' Ell °j 92.68 f n\ ! I 1$2 �5 LPED RAMP 1 ro NEW ADDITION 0 D FFE=984.00 r DiA GE; [ I ! - �[M 8 92 l ± �. i[`JV = 965A 7 s 6 83 ) ! PLUG END 2 v 4 s° 2 _ - - -- -- / _ �.., .A#�x+V4- � -,- 9 : ,� :. � ,.. 0 80 d 80.D b � 0 8p Q r° r 80.001 8 .0 X X X f � .. ®� .. 1 X,; s9 6" GV 81x 6' T � . �� X v 82 82.52X I MATCH EXISTING BITUMINOUS I REMOVE EXISTING 12" PLUG SECTION & GRADE T < tri ! AND CONNECT AT R MI.; 'x ( Ut 1viH 6 vI1 6A. 4„ r n" TEE 79.44 X/ 8Xd2 / INV -973.88 �, 7 R!M = 977 - 10 G�` CB 4 - G3 UI- 1Y _. - (i' r�r_DRANT & 3(31�_APES 79.34 X - 4 kr' 81.22 :- RIM=977.60 RIM 7I 6C INV 9'0.2_ - N, I y ,R, S y _ 4` %" TEE INV 9.7R (P i.L"!° r I , INV=974.58 ,NV = 973.51 0 :A AN DETERMINE IF CITY INSPECTION 4 1 \f 1 ° hvV = 9 3. 6 (N t,.r" �_ h _I - m f RIGHT-OF-WAYD DETE p I u r 32 ;'' - 5 vRf f< ql 1 WILL BE REQUIRED. - f I it - T 1 :11 - ': i .1 a L f I --F I L -- 7 - - ?K 8 0 >_ " X f \ v i ! \o 176'-1 RCP ® 2 - T °, T _ ((( ` 40% lam' '` f� Ri:: � S � ., 8.;,° i , 1 f S c D a RCX98 y ❑ Q } J sE 1 1 4 ! \\ �._>. ��,.. ..-.-. ... ...v. -..> ,.�....a.o. -.0 _.ir LLd�.J 6%rte �....----------..-...,,,-- _ -_- -------- -------------_ -_ ____-__ - t-- 1) THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 2) ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. 3) STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL. STORM MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE AND CASTING SHALL BE NEENAH R-1733. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE AND CASTING SHALL BE NEENAH R -3067-V OR APPROVED EQUAL FOR CATCH BASINS IN CURB LINE AND NEENAH R-1733 WITH TYPE "C" GRATE OR APPROVED EQUAL FOR BASINS IN THE MIDDLE OF PAVED AREAS. ALL STORM STRUCTURES SHALL BE IN ACCORDANCE WITH ASTM C478 AND HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 4) ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY THE TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY NSPECTIONS NEEDED FOR CITY ACCEPTANCE. 5) CONSTRACTOR SHALL FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 6) CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER, AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 7) UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 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. Truc Dec Ho Date. 2 2.07 Reg. No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH PROPOSED EXISTING - s.Ci 15050 23rd Avenue North Schnell Madson Plymcuth,Minnesota55447 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 wwwschoellmadson.com BOUNDARY LINE TIP -OUT CURB LINE SANITARY SEWER W/ MANHOLE SANITARY FORCE MAIN SEWER CLEANOUT WATER MAIN W/ FIRE HYDRANT &AUX. VALVE GATE VALVE CATCH BASIN/STORM SEWER/MANHOLE Client: PROPOSED EXISTING Y �a6 57 e GUTTER/PAVEMENT ELEV. BUILDING MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 ��l% �940�� MAJOR CONTOUR LINE - �38------°-:��---�a, MINOR CONTOUR LINE EDGE OF TREES PERCENT GRADE/DRAINAGE SLOPE ❑ ❑ ❑ ❑ ❑ ❑ ❑ - EROSION CONTROL SILT FENCE ROCK CONSTRUCTION ENTRANCE +e07.0 Is 172 so 0 40 80 120 SCALE IN FEET80CENTURY BLVD CHNHASSEN, MN 104 Project: HEART BLAND AMERICA ADDITION Date: 2.2.07 Sheet Title: GRADING &DRAINAGE PLAN Sheet: C1 SMI Project Number: 62616-019 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. Truc Dec Ho Date. 2 2.07 Reg. No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH PROPOSED EXISTING - s.Ci 15050 23rd Avenue North Schnell Madson Plymcuth,Minnesota55447 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 wwwschoellmadson.com BOUNDARY LINE TIP -OUT CURB LINE SANITARY SEWER W/ MANHOLE SANITARY FORCE MAIN SEWER CLEANOUT WATER MAIN W/ FIRE HYDRANT &AUX. VALVE GATE VALVE CATCH BASIN/STORM SEWER/MANHOLE Client: PROPOSED EXISTING Y �a6 57 e GUTTER/PAVEMENT ELEV. BUILDING MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 ��l% �940�� MAJOR CONTOUR LINE - �38------°-:��---�a, MINOR CONTOUR LINE EDGE OF TREES PERCENT GRADE/DRAINAGE SLOPE ❑ ❑ ❑ ❑ ❑ ❑ ❑ - EROSION CONTROL SILT FENCE ROCK CONSTRUCTION ENTRANCE +e07.0 Is 172 so 0 40 80 120 SCALE IN FEET80CENTURY BLVD CHNHASSEN, MN 104 Project: HEART BLAND AMERICA ADDITION Date: 2.2.07 Sheet Title: GRADING &DRAINAGE PLAN Sheet: C1 SMI Project Number: 62616-019 It �+-op I 6" Distance to � variable 3/4" per foot AS' min. sox-aax ar sAg WIDTH O� WALK �I buueme SEDIMENT TRAP AS MANUFACTURED BY � PL 1/2^r NOTE: 3'-0" 24"x36" slab opening for Neenah I NOTE V�c�r'%d� � ff 3"r 1/2'r Tap Bituminous Material 18^ 5• f 1- v Grate shown R3067-V orequalESS ter to be tranaiMoned Surmountable Curb &GutIN - � Slope 2- R Grote Shownshall be into a B6/8 tlpe at wfchbaein. � ,O 3 4 per ft �, P r 26" i0 around ]/8"-1 7/16 - used at alllowpoints.OtC: MIN 2.0% GRADE enat ce owm ^ Face Curb I 1- L Grate shovm 2- R Grates shah be used at allo-. *rN DOME DOME SECTION i Catchbmin Frame 6: Grate Neenah R -3067—V or equal SPECIFlCATIONSANa SfANDAR9S DESIGN LGAGS - useyeBueLDcsuussnsmucnoaarrl mmaR. ruow,,alE nxu= wecM uanFMIOR - n cFR ,9za - ^"•• =>�wn •r"s sr,ulDvms WATFA F1fW/ MTE (TIROUGN TPE FF FlL1FA) o.m7 m e a• neon LL Mn DOT B618 of Note: points. 00000000 ¢ � with L Grate � •� ss' .....wig. � Concrete Curb and Gutter Silt fence per MNDOT Direction of Flow � 000-0000 l Neenah R3067 -V casting and o � o � 10' 1/2"PER FT. SLOPE ado as e" 18" MODEL#CG23 TOWARD ROADWAY specifications, source 2000, , , �� „r F„� � � 6, �I— °"® '�I 30�amin 6' 3" 00 p+ Minimum of 2 maximum of 5-2" I _III machine sliced woven •• CURB�,..;� •_ Cotchbasin casting � 6" Conc. collar concrete adjustment rings with full beds of mortar. i=I monofilament, 36"wide fastened to �� v TOPSOIL TYPICAL A�J ILO oa o i 7 1/2" Concrete pavement s" x 6" j/6 Welded 3" steel T—Posts with 3(50Ib) tensile � 1"-2"WASHED ROCK sAw'Orw.1 PLAN VIEW OF DIGONAL RAMP • - � s catanbasm m be depressed z- Wire Mesh strength plastic zip ties per HDPE adjusting rings. �- _' below design gutter line grade. Neenah R3067—R be at all 8' Distance to f= varlaWe I/Yr 4" Class 5 base incidental to apron ( ) T -Post. (Machine Sliced 6" Min. Depth Of An Grate to be 2" below gutter grade. `O ° DOME SPACING A shall usetl Inw points 3"r 1/2"r Top Bituminous Material awsrap, or nuFR ,.SseMsur 3" MNDOT 2350 LVWE450308 fence embedment o 5' transition each -.r.. f'.4, Top of barrel section under top slab •... JIM I —ITI ITI—III—III—I SECTION — .+1.'".::..- cwaiwpz -Top or cuRe eox 6" CLASS 5 BASE %S c TTS URB 3 GIl � side of catchbasin. elope is •, 3 4• per n• ,, MnDOT B612 N aeA ER0610N CONTROL �' �S. (1009, CRUSHED) 5, 4 �� Precast concrete or ISOMETRIC � ' •' • - ' � Concrete Curb and Gutter �� T� 1 -----��-� Surtnauntable Concrete orb Vote Long No scold — •. � For Use Only with Private Driveways, 24' MAX. RESIDENTIAL � All joints in manhole to hove C N -f-":� r� -' z oe Fr/FT. FATTER ¢ w �� © 2 - /4-60' Rebars Each way s• 1Y parkin Lots, or Medians. 9 26' MAX. INDUSTRIAL/COMMERCIAL Varies � �r �>f• "0" ring rubber gaskets. �� a0 A Minimum of 2-2", 6"MIN.DEPTH FOR ROCK � SECTION A—A m Precast concrete section Right -of -Way 8618 � 8618 Curb &Gutter Note: Type 2 silt fence IS the some OS type I with hay bales Installed as per detail 10"MIN.DEPTH FOR WOODCHIPS �CyA/r � Nusso00oe J � 0.08 FT .SLOPE OF FLARED SIDE IF E%1511NGiCpIDI� 8 Da NOTA NIT MAY rj' ¢' Fr.st6. 26"R 72"R 16" rTop Bituminous Material 66' R ` Type 2 to be used to protect all wetlands. concrete adjusment 5. 0Bituminous--�..6' NOTES: NOTES: rings allowed with 1/4" Precast 5" 3'. minimum 5^ 1. Doghouses shall be grouted on to 1 2" bed of mortar / SURMOUNTABLESteelTPosts24"inground18" :XX NOTE: MINIMUM CUT OFF BERM3p6'3"4'0"min.6'3"8'Tm5'Min.Transition5'Min.TransitionmConcrete . 1. Shoulders to be backfilled and restored with 3" of topsoil and between each and a 3" Grout - Curb and Gutter 2. No block structures ore allowed. TO MINIMIZE RUNOFF FROM SITE s' s' re -vegetated with sod or seed /mulch. C 6" thick concrete collar � to Fit the Pipe Barrel for at Least 50% of ELEVATION OF RAMP 10. y. n Top of z" a n 1/2" 10 1/2' on the outside. 6" FILTER FABRIC the Outside Diameter. a-aD ww- bond upon city acceptance. Doghouses shall be Contraction Joints A - Expansion Joint CtyP� Max. Spacing in Volley Gutter ®8' x Curb x w 28" equal, o. c., steps approved. 6' • r � -- •_'_ T. wood sinks ndien thmlNb ink 1.5' W 20' iXp, Ve �� gal® O 1/2 INCH PREFORMED JOINT FILLER MATERIAL. M 213. WHEN A MEDIAN IS NOT WIDE ENOUGH FOR 0 PEDESTRIAN RAMPS AND A 48" LANDING ® BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. 03 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF ul _ —__--- - - ---__ -`:.:'�-•"+":-:-.:�•.'-:-iT-. .. ..,-r. �.w.":::�'-- --- ¢" 8" _ - to be recessed 6• csbw gmde. Mdcial. SEC110N B" ; � CURB. ®ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' a" MIN. IN DIRECTION OF TRAVEL AND SHALL Design utter line rade 9 9 2 - /i4-60" LONG 1 1/8"r PLAN l'� Ties ,=•-u -• -c � _ B.I. ae to be tMd wi6i a nm-0egrohMe EXTEND THE FULL WIDTH (4' 0- TYP.) OF THE CURB RAMP. h115 2' 0" BY 4' 0" WIDTH (TYP.) NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK Rebars Each way Frame FC Casting depth. Increase thickness 1" for No Scale NOTE: material, black dirt, or organic soils allowed. TO STOP MUD MIGRATION THROUGH ROCK. and storm sewer manholes. TRUNCATED DOME AREA SHALL CONTRAST VISUALLY NTH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT ` each 4' of depth greater than 14',' and reinforce with 6"x6" 10/10 mesh. Bituminous Bituminous Curb NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. 2. Costing to be totally encased in -concrete curb section- SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR SECTION A—A Grout bottom of manhole to 1/2 � Surface s" Shoe Formed 7. Reinforce Valley Gutter and Triangular Sections With 6" x 6" #6 Welded Wire Mesh, EROfiION CONTROL (GRAY) WHEN THE ADJACENT SIDEWALK ISA 'WHITE" OR LIGHT GRAY CEMENT COLOR. 3. NO Scale SECTION 2. Contraction Joints Shall be 1/3 the Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way is the Some as F'FJdCE � TYPE 2 Remove debris/sediment from receptacle after each rain event. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. 4, No wood shims are permitted - in the adjusting rings. _ grout 2" toward invert. © TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING CITY OF E9dtl9A99CN Street Paving Section. CITY OF EAAABAB86p CBANHASSEN �T� S�� iiiu�i SYSTEMS. CITY OF ANO i0�re CITY OF C9AM9d95EI C8AN8ASSEN CITY OF E9AN9d95E11 � CITY OF E9A99A636Y CBANHASSEI� � CITY OF E9Ap9A59LF C8At�8ASSSI� �T 1w� rocs CITY OF C9AI9A996N CHAHHASSEI� � CITY OF C9AAAAB66p CHANHASSEI� r�sii�N a�r�i ams � C9dNAA8BCp CHA�HASSEN CHAl�BASSEN ui� � auTTSR pmt iA advs�r�Y � s+srRl�t�cs �r a�To AT CATgI SAasi w.•••�.y 1-06 :b.: � R;.•.57:1-06 ��... '>'.'.�•.7`.. 1-05 •" ... O::.Fi :!".S:?2-97 ":A.:. ..... � ...-.• �Y ?.'S:•�:2-97 "' ..._ ...:..a... ...... � w.".SI•� C6 ... ,.... „"• ....... � .. r� '>u :'S:•.^. -04 •'.39353' .: ..._ ...... ..... r� � a... 1-06 '-""" ':L.'4's 393-2202 ..: .... ...... �� .�.:. RIt : 1-05 S_ ..tea !!. 393 3106 4^2" • :.1'• 3935207 � - L• 393 5301 LZ .% ' "11 • •w'A1393_5215 F3 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. FFA ki cKso True Doc Ho Date: 2.2.07 Reg. No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH 0 Schnell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schcel Imadson.com Client: MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 Project: HEARTLAND AMERICA ADDITION 8085 CENTURY BLVD CHANHASSEN, MN Date: 2.2.07 Sheet Title: Sheet: CIVIL DETAILS CZ SMI Project Number: 62616-019 SEDIMENT TRAP AS MANUFACTURED BY � PL NOTE: 3'-0" 24"x36" slab opening for Neenah WIMCO,LLC.SHAKOPEE, MN., BROS.,LERETO, MN. OR SIMILAR VARIABLE 1- v Grate shown R3067-V orequalESS 2- R Grote Shownshall be � used at alllowpoints.OtC: Face Curb 1- L Grate shovm 2- R Grates shah be used at allo-. *rN SPECIFlCATIONSANa SfANDAR9S DESIGN LGAGS - useyeBueLDcsuussnsmucnoaarrl mmaR. ruow,,alE nxu= wecM uanFMIOR - n cFR ,9za - ^"•• =>�wn •r"s sr,ulDvms WATFA F1fW/ MTE (TIROUGN TPE FF FlL1FA) o.m7 m e a• neon MINIMUM 11' 12' VARIES of points. MNOMUM OVERROW MiE 5.94 cfi O 15• M1votl Direction of Flow Neenah R3067 -V casting and o � o 10' 1/2"PER FT. SLOPE ado as grate or equal. MODEL#CG23 TOWARD ROADWAY �� PLAN Minimum of 2 maximum of 5-2" I _III z Eln v, •• CURB�,..;� •_ Cotchbasin casting 6" Conc. collar concrete adjustment rings with full beds of mortar. i=I -6-0 TOPSOIL TYPICAL Precast concrete or and grate Neenah 4 HDPE adjusting rings. R3067 -V or equal 3" radius curb box. Grate to be 2" below gutter grade. `O ° 6" recast reinforced concrete slab. P J— I 11 awsrap, or nuFR ,.SseMsur 3" MNDOT 2350 LVWE450308 �y 5' transition each -.r.. Top of barrel section under top slab i—I JIM I —ITI ITI—III—III—I i r .+1.'".::..- cwaiwpz -Top or cuRe eox 6" CLASS 5 BASE side of catchbasin. to have flat top edge sealed with 0.5Bc (1009, CRUSHED) Precast concrete or \ 2 beads of Ramnek or equal. ,o• mtTD: Assws�. COMPACTED SUB GRADE �..�...o.n HDPE adjusting rings. Top of Curb � All joints in manhole to hove Natural Ground PER SOIL ENGINEER - Varies � Vor'�es "0" ring rubber gaskets. Minimum of 2-2", 6 1/2" � 4'-0" Typ Precast concrete section CURB maximum of 5-2" Vcries concrete adjusment 24" x 36" NOTES: NOTES: rings allowed with 1/4" Precast 5" 3'. minimum 5^ 1. Doghouses shall be grouted on to 1 2" bed of mortar / both the outside and inside. NOTE: . 1. Shoulders to be backfilled and restored with 3" of topsoil and between each and a 3" Grout - 2. No block structures ore allowed. The Bottom of the Trench Shall be Shaped re -vegetated with sod or seed /mulch. 6" thick concrete collar to Fit the Pipe Barrel for at Least 50% of 2. The contractor or developer shall supply o 2 year 100% maintenance on the outside. 6" Manhole steps, Neenah R1981J or 16" Aluminum the Outside Diameter. a-aD ww- bond upon city acceptance. Doghouses shall be equal, o. c., steps approved. 3. T his detail /specifications are minimumn requirements, additional design may be required depending on existing sub -grade soil conditions. grouted on both the -CL o ." inside and outside. SEC110N B" ; � 14 •-.a. Minimum slab thickness, 6" for 14' NIGX-ww FABIaC 4. Bituminous trails may not be constructed on unsuitable soils. No waste y. ' depth. Increase thickness 1" for NOTE: material, black dirt, or organic soils allowed. NOTES 1. Steps shall be provided in -all catch basin/manholes and storm sewer manholes. � � ` each 4' of depth greater than 14',' and reinforce with 6"x6" 10/10 mesh. Clean filter media after each rain event and replace if filter is clogged with sediment. 2. Costing to be totally encased in -concrete curb section- Grout bottom of manhole to 1/2 3. No block structures are allowed. SECTION diameter at pipe and slope Remove debris/sediment from receptacle after each rain event. 4, No wood shims are permitted - in the adjusting rings. _ grout 2" toward invert. CITY OF E9dtl9A99CN ►�� CITY OF EAAABAB86p CBANHASSEN �T� S�� iiiu�i CITY OF E9M9d59fp CHANHASSEN rN 0000 �� ANO i0�re CITY OF C9AM9d95EI C8AN8ASSEN CATCH BAsily SEDIMENT TRAP `°°'°°^'"^` CITY OF CAAIBdB8811 C�A�BASSEN �iva� TRAL C8AN8ASSEN rAlilOLs w.•••�.y 1-06 :b.: � R;.•.57:1-06 ::0.: � :!".S:?2-97 1:7iC: REVISED: DATE 1 _ V,� PLATE No.: 5302A R• :k 1-06 393_31a1 '3933 ""� ':h::t:: '-""" ':L.'4's 393-2202 FILE NAME: _ E:F. "L4�393_5216 F3 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. FFA ki cKso True Doc Ho Date: 2.2.07 Reg. No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH 0 Schnell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schcel Imadson.com Client: MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 Project: HEARTLAND AMERICA ADDITION 8085 CENTURY BLVD CHANHASSEN, MN Date: 2.2.07 Sheet Title: Sheet: CIVIL DETAILS CZ SMI Project Number: 62616-019 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. FFA ki cKso True Doc Ho Date: 2.2.07 Reg. No. 19821 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: TH 0 Schnell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schcel Imadson.com Client: MARTIN WOODY ARCHITECTS 4048 Spruce Road Minnetrista, MN 55375 (952) 446-9991 Project: HEARTLAND AMERICA ADDITION 8085 CENTURY BLVD CHANHASSEN, MN Date: 2.2.07 Sheet Title: Sheet: CIVIL DETAILS CZ SMI Project Number: 62616-019 40 0 40 80 120 � .23'43 N3 i 43 2'08 Scale in Feet ST-� o�VL X3344 89 0 —w N This drawing has been checked and reviewed this l L day of ./AN0M4y /9 IS by a DESCRIPTION: Lot 1, Block 1, ARBORETUM BUSINESS PARK, according to the recorded plat thereof. 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 jMMiinnesota. adjolz t;e�zm'o"a Theodore D. Kemna Date: SEPT. 15, 1997 License No. 17006 I kf l I � M / r / EXISTING` I CURB BITUMINOUS I I \� W I U cz!= — T — OS STEPS > ; _ Z a I IMETALSSTU S m m I POST INDICATOR— VALVE I J e� . I ooF� I BITUMINOUS ��F,0 M oma. ILDING V ( UNDER CONSTRUCTION ) BOULEVARD W N00'11 3'56" E } 536.48 I � J I I \-GAS METER I I I I b I � 1 1 1 1 I 1 SURFACE SURFACE EXISTING \ CURB \ 0 !\ w EXISTING CURB ` u� to 1 N to ----99.9--� a 00 I 1n In m Z y i i l � IN -- I — -- N00.12S4 W I _— dl /WM I 984.23 M— — AMM N 1: trl 1038.20 1 - -L-- - - - - - - - - - - o- - - - - - - - - - - - - - - s - - - - - - - - - - - - - - -& - --- --------------- - - - - -- TRANSFORMER I I GENERAL NOTES: SOO'24'58 W 1. • - Denotes iron monument found. 2. O - Denotes iron monument set. 3. -b- - Denotes Fire Hydrant. 4. O - Denotes Utility Pole. 5. ■ - Denotes Catch Basin. 6. M - Denotes Telephone Riser. 7. M - Denotes Gate Valve. S. O - Denotes Manhole. 9 n - Donotnq l ight Polo. 10. D - Denotes Concrete Surface. 11. —ss — - Denotes Sanitary Sewer. 12. sT - Denotes Storm Sewer. 13. - — -NM- — - - Denotes Watermain. 14. s - Denotes Gasmain. 15. - Denotes Curb. 16, Area: 442,007 Sq.Ft. or 10.1471 Acres 17. Bearings shown are based on the West line of Lot 1 having an assumed bearing SO' 24'58" W. 18. The property is in Flood Zone C (Minimum Flood Hazard), community panel number 270051-0056, dated July 2, 1979. 19. The parking area contains 144,649 sq.ft. (3.3207 acres) and 5 parking spaces of which 2 are designated for handicap parking as shown. The remainder of the parking area is not striped for parking spaces. 20. The minimum building setback from any right-of-way is 50ft. The minimum parking setback from any right-of-way is 20ft. There is no minimum building or parking setback for interior lotlines. SCHOELL & MADSON, INC. ENGINEERS SURVEYORS • PLANNERS SOIL TESTING • ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD, SUITE 1 MINNETONKA, MN 55305 (612) 546-7601 FAX:546-9065 CLIENT The undersigned hereby certifies to State Farm Insurance Company, Coeur Terra LLP and Commercial Partners Title LLC, that this survey correctly shows the premises described herein, the location of all huilrfings, structures and other Improvements located or to be built thereon, all applicable setback lines and easements, right-of-way and other encroachments onto or from the premises that are known to the undersigned, that are visible on the premises or that are of record. Dated: January 16, 1998A444-C�Q J Theodore D. Kemna Licence No. 17006 STEINER DEVELOPEMENT LOCATION (LIJJ Lli LL - Existing Curb z 00 BOOK: PAGE: (82-98) CHANHASSEN, MINNESOTA S.M.I. PROJECT NO. 60172-045 ,...." :.,`, .. -,. .. ,:' - :^Jn. accoraance- w,zn Hr�ericlan:.wur�ser.-.aianaarps... NU uum eu;or-#wlr:eu: ,,r-rr5 yr i c • ftkt ,tae true to nikrt�. att l ,size Quontit'- .: Common amp ` : f.cName Size' r�ix't; • iOf sancv lo�;m, and :pies t, tJ a.. Amur Mcile p _ .ia' 22, Austrian 'Pine = Pinus Nogra . 9 6' 9&8' n . h t ocontractor h C t^ t ce- an..; d �ol,'or- °'• ea jklY Y _P P. VW year �f�n...._X r''• 'rant from the 'dai,e o.;F_.a ce'ta ce e a d5C4 e --s -R „ Stack Hills Spruce ' p PUNT 70f4iIOrMi . v " ...3� .. .�;- .Q- -. ._.,.�... ...,;o ,. ,,•. , ...:'sou :. wrier dur,n - the. r a : rit period ¢t,., qst to -this. 0 9 w..e'�. Y .:.. � . •t � :. a . PILTINO WYF, Colorodo Sprwae Picea' ` un ens. P 9 6' 8 20 "'' ._,. r. . f , c s• .1 • 3 N � f ., � . . ... ,.- .:.., Pi u 9 .. •PINT YL CNS'OWN .. 016 40. ' :' Falsesp reo Sorbari:a sorbitolio i the dei tlsr-RAG fi Px4. 7 .: WVVd IMS kM SuWAIWRAAM.% Syringo retic lata " 2 -Lal 91 C'[ �•, maintenance bed,51'in d,a+n ,. Sired `' 'Little'.Rrinees ' P japonica s_ - 2'Gal 32- Minuet Weigeta_ ;i9 elo florido 'Minuet': ,,.cedar rutch . _.. Northwood; Red Maple Acer: rubrum 'Northwood' Cal S .8 Patrhore Ash Y AB. F, N06E- '4 Pin, Oak p -deb: r ;c�'�;:.y.,; .s free of weeds and ciurps The tandemcape oonarac'tQr,' shalt' .wniQr., ,and;:rolt sod a•'the l .5.52 `7r... 1biG f F^.+S �i `3 ../may . h„ �• Y'�uo; 16 Red Splendor Crab tuiafus 'Red Splendor' Aft sodd a iv e5 rester than to i sh t be.5.taised: Any'. od..ar1.a ecE due .to. SUdin Mg -Ir ., iY: _k :,. .K, '- tki is E" e s .p g l Y .`+ 9 6.5 w wWKS ::,wwoISM Cornus serlaea "Baiteyi': 3 -Gal . Conf'crrr:42 _ _. .!�� «/��.!:'+�.•,'i •'•��1: r. Skyline Locust GUAM UK J1'k.•1WPRESS OiFAIm 2.5" -Cat 40 - u.: ..". _.... loark mule shat, receive a 4° of :shredded cedGr.'Mu 'h:' All" r,:•a it)d.#ed a5...r'ece ving shredded a !? deep ,i�+ei^, 4c Rh_us'glabro 1Z7 - .. ; . ., : .......,. ,.. s.. .c ...:. :W ,.,. :_ .; .-.-.; .:.. •... ....' .. ` }�. 2" likyer pf shredded cedar ,hutch. .,.-•' ' �rrs[n urw Yue reTwarPu�ro POOMS . �.i... d; a., ;..OR �41 ,_04- -_e - t. cam: _ ` ° - ♦ e , ated a receiving. rock ,Mulch, shah i^eceive a 4 deep layer q£ c utti' ci©r Mock, ruleh CSiz¢. 1:12... ; k ._ki�i' ,p¢iC..rtudw�e O(� - NOTE: '. swan':. ".';; cover' areas shall9r':'of rultt color rock Muteh wit hou .f.Tlter uch l".:have vane .vicsw edger as showh.:Tn detp,is." > .tWieC mite "toW — . to siaW _ y '. SHRUB'. PL`ANTENG TREE :P.LANTING • 611Y fiVIRE$ ..=Et.Y .,r .:.. ;.: ,.. '.'. ::.' .... ".: .•. V. OWC.MOT To.l961i - : i NOT wWAS i` = 3dad cover areas shat, have a r;rir,u.: 0€ 1'.. eep:-ptahtIng, soil installed. a•It wilt.be;ttl'e landscape. , {: 'r ct on d oris ,l t r . " i „yes - :: • pve tzn exs�,n cons, u_ e and exsC.. �� o provide new plgntng so,t:.. , 9 ,.�9 x Sla,^d less ii' fit. wide shalt have four, 4, x 24` atreati ry. t4bA -.Installed %.. r ti se, d slopes r r hta a os nn con rot matting ;s requ' ed vn'. o P 9 em'e t ,"f+ 3 to t , ncEua n sod areas and parking ,stands shall be ,rr' ated; PLANT SGiED1JLE' ' . ' Quontit'- .: Common amp ` : f.cName Size' 11 Amur Mcile p Aber. in I ce . G ria a "- 2 Cat 22, Austrian 'Pine = Pinus Nogra . 9 6' 9&8' 2.2 ' „ Stack Hills Spruce ' p Pic 'a- e. .i gauco :'Dengato 6 B&S 2 4: Gal r Cor'et J n r'" o i e Y . u g P P :: t . Jun Ju er u .sa n s bEa Clor'. P . a e 5 -Gall: 18 Colorodo Sprwae Picea' ` un ens. P 9 6' 8 20 "'' Awf. Mu ho Rin •, 9 � Pi u 9 5 G 40. ' :' Falsesp reo Sorbari:a sorbitolio 2 '.Gal 7 .: Ja 'cMese Tree Lilac P _u Syringo retic lata " 2 -Lal 91 Littie: Princess S ireo' P, Sired `' 'Little'.Rrinees ' P japonica s_ - 2'Gal 32- Minuet Weigeta_ ;i9 elo florido 'Minuet': 2 Ga( 11 Northwood; Red Maple Acer: rubrum 'Northwood' Cal S .8 Patrhore Ash Frox u' In s.. erns vanica Patmore P . 17 " - .5 -Cal' 2 '4 Pin, Oak Quercus:poiustris. 2:5 -Cal 16 Red Splendor Crab tuiafus 'Red Splendor' 6.5 Redtwig ;Dogwood Cornus serlaea "Baiteyi': 3 -Gal . 11 Skyline Locust Gleditsia Triaconthos inermis Skycole' 2.5" -Cat 40 Smooth. Srlmoc Rh_us'glabro 1Z7 Stello De Oro Lily Hemerocallis 'Stella De Oro' 1-Gdt' 0.0 0 0,0 0 0.0 0 0.0 0 0.0 0 0.1 0 0.1 0 0.0 0 0.0 0 0.0 0 0.0 0,0 0.0 0.0 0,0 0,0 M.0 0.0 0,0 0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 01 =.L 0.1 0.1 ° 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.6 0.3 C5.2 .1 0.2 0.3 0.1 0,1 0.2 0.2 03 0.3 02 0.1 0.1 OA 0.0 0.0 0.0 01 0.1 0.1 0.1 0.1 0.1 n.1 0.1 0,2 0.4 10 2.7 3de �d.4 ].9 0.5 0.7 1.1) 0.0 1 0.1 11 0.1 01 01 01 01 0.1 0.1 0.2 0.2 0.4 OJ 1.5 3.3 4.5 4.0 2.3 1.1 0.8 1.1 2.4 4.1 4. 0. 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.6 03 1.5 2.6 2.9 2.8 2.1 0,2 0.4 0,4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.5 1.0 1.0 0.8 03 0.6 0.5 0.4 0.4 0.5 11 2.2 1.9 1.4 1.0 0.7 0.6 0.4 0.5 0.7 L6 32 2.6 1,6 1,0 0.7 0.6 0.4 0.5 0.8 1.6 3,2 2.6 1.6 1.0 0.7 W 0.5 0.4 0.4 0.7 H 11 °.2 13 1.3 1.0 0.70.5 0.3 0.3 0.5 0.5 1.0 0.8 0.7 0.61I3-1 [%S 0,4 0.4 0.6 Z 0,2 0.4 0.4 0.4 0.4 0.4 1-4c0.3 0.4 0,7 0.1 0.2 0.2 0.2 0.2 0.20 0.3 0.4 0.6 0.0 f 0.1 0.1 0.1 0,1 0.1 <O < 0.2 0.3 0.5 H 0.0 0.0 0.1 0.1 0.1201 0.2 0.3 OS 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0,0 0.0 01 0.1 0.3 0.6 0.0 0.0 0.1 0.2 0.4 0,0 0.0 01 0.2 0.5 0,0 0.1 0.1 0.3 rR 0.0 0.1 0.1 0.3 0.5 0.0 0.1_0.4 0.0 0.1 0.l 0.2 M o.D 0.0 0.1 , 44 0.0 0.0 0,0 _ol 0.0 0.0 o,0 0.0 010 0.0 0.0 0.0 bt7 H C 3 H Z 1'l El X L7 � � Z D � CIH� 1 6 i.l 2. 1 3 3.5 1.9 14 1,6 2.5 LIGHT 1UTY` /°� B1 UAIkUt A V1NL7,7 2.1 1.7 1.7 1.9 0.8 0.1 0.0 Location Summary Label Type Wall Ht, Description Bldg ,4 0.4 01 0.0 Projects Minnesota L 0.5 01 0.0 0.0 Qty I Label lArrangement Lumens 1.0 0.6 0.4 0.2 0,1 01 0,0 5 A I SINGLE 0.7 .7 °.5 0.7 0.2 01 448263 4 1 W 0.8 L 1.9 3.6 0.9 0.2 0.0 -� 1 1B 0.9 1.3 2.2 3.7 °.7 °.6 0.5 0.1 Cimarron CR1-A-H25-H4-F-0-DB-HS/SSS30-40-7-A2-DB 324 1.0 1.2 1.7 .5 2.3 0.6 0.1 0.0 5 A 1,3 1.7 16 1.1 05 0.1 0,0 On )6. 1.1 13 1.10. 0.4 0.1 0.0 On W 250.625 277.875 25 90 0 On 1.3 1.1 0. 0,4 0.1 0.0 0 On W 2245 257,5 25 180 0.5 0.9 On 1.3 0.1 0.0 0.0 T1.6 1a o On v v v 0.4 0.8 X1.8 2.2 0.2 0.1 0.0 CA 0.4 0.7 X1.8 4. 2 v.5 0.3 0.1 0.0 C 0.4 0.7 3* -<1,6 2.4 33 1.6 0.2 0.0 0.0 0.3 0.6 ° 0.9 1.1 12 O5 0.1 0.0 0.0 04 n U4 0.4 0.4 0., 0.2 0.0 0.0 0.0 -t..2 0.2 0.2 0.2 0.1 0.1 0.0 0,0 0 ti ti 0.1 0.1 0.1 0.1 0.0 &0 D.0 0.0 ,Q ( 0,0 0.0 ° ° 0.0 0.0 0.0 0,0 n0 0.0 0.00.0 ev-A 0,0 0. I. M X F-1 Numeric Summary - Basic Project; All Projects Label CalcType Units Avg Max Min Avg/Min Max/Min # Pt PtSpcLr PtSpcTio Site (All Paints Shown) Illuminance Fc 0.76 4.7 0.0 0,00 0.00 718 110 10 0 20 40 Luminaire Schedule Location Summary Label Type Wall Ht, Description Bldg Project: All Projects Minnesota Symbol Qty I Label lArrangement Lumens LLF Description 396.861 5 A I SINGLE 19100 0,700 Cimarron CRI-A-H25-H4-F-Q-DB-HS/SSS20-40-1-A2-DB 448263 4 1 W SINGLE 13800 0.700 Hubbell Laredo LMC -175H-8-1 (Mounted At 25' On Wall) -� 1 1B 25 I SINGLE 19100 0,700 Cimarron CR1-A-H25-H4-F-0-DB-HS/SSS30-40-7-A2-DB Note: This Photometric Point By Point Printout Is Based On Specific Data Produced By The Light Fixture(s) Specified On The Fixture Schedule Shown ❑n This Printout, Any Changes In Location, Lamp Type, Mounting The contractor shall: 1) Furnish and deliver light fixture types within the schedules shown on the drawing\ and in accordance to manufacturers specification information, no substiturions shall be allowed, 2) Submit manufacturer's approval drawings to the Architect within 14 days of awarded contract, 3) Fixture Luminaires and poles shall be provided by Luma Sales Assoc. Inc„ 5200 12th Avenur East, Shakopee, MN 55379 Primary contact: Jerry Strand, Phone: (952) 995 6501 Arboretum Luminaire Location Summary Label Type Wall Ht, Description Bldg Project All Projects Minnesota SegNo Label X Y Z Orient Tilt Status 1 A 396.861 335,396 25 225,054 0 On 2 A 448263 284.252 25 225054 0 On 3 A 248625 337.875 25 270 0 On 4 A 324 337.875 25 270 0 On 5 A 462.375 210.5 25 180 0 On 101.75 273.125 30 0 0 On W 250.625 277.875 25 90 0 On W r190B 329,625 278 25 90 0 On W 2245 257,5 25 180 0 On W 224.5 164,875 25 180 0 On Building Summary Project: All Projects Label Type Wall Ht, Description Bldg Odd -Flat 28 28' High Scale 1" = 20'-0' Business Park Addition -Site Lighting Proposal Chanhassen, Minnesota 2/2/07 ••• Luma Sales Associates Lighting and Controls 5200 12th Avenue East Shakopee, Minnesota 55379 TEL- (952) 995-6500 FAX- (952) 995-6565 Contact Person Jerry Strand/RLS Schoell Madson Planning Engineering Surveying 9 -0 -n -Gs Pc� 15050 23rd Avenue North Plymouth, MN 55447 T 763-746-1600 F 763-746-1699 www.schoellmadson.cum TO: G' hA DATE: -21.- 0 7 PROJECT NO.: V ATTENTION: ^A — .O. c>K 14.7 SUBJECT: �A(ZTL .944 e�rl 1- 7 o tz 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 f}� f'%O u>r tl tiFRErt� 9�-SOJ 41,--4 !-LS L f 54— elk 2e A f.4&7 e These are transmitted as follows: V h As Requested [I- For Your Records 11 For Your Use g For Review and Comment REMARKS: SCHOELL & MADSON, INC. CIWOr: -SEN r Direct Dial No. 763-746-1620 Copy To: APR 2 7 2007 ENGINEERING DEPT. Page 1 LOCATION AREA RUNOFF COEFFICIENT DESIGN FRM c - % H 'Q with- C.B. TO a INC. % INC. INC. SUM Tc CALC GRD out FULL # C.B.# I AC. TOT impv. C CA CA'S cont i Q L d % GRD LINE ' head v 3 EX8 0.83 0.83 57% 0.71 0.59 0.59 10 5.6 3.32 206 12 0.80% 0.74% 3.45 0.97%1 3.86 4.91 2 1 0.16 0.16 100%' 0.95 0.15 0.15 10 5.6 0.83 177 EX8 EX7 0.80 1.64 69% 0.78 0.62 1.22 101 5.6, 6.81 200 15 0.80% 0.95% 8.26 152 15 EX7 EX6 0.82 2.46 69% 0.78 0.64 1.86 10 5.6 10.40 205 18 0.70% 0.84% 9.52 EX6 EX1 1.57 4.03 66% 0.77 1.20 3.06 10 5.6 17.13 359 24 0.59% 0.49% 18.82 BLDG 1 0.72 0.72 100% 0.950.68 0.68 10 5.6 3.81 73 12 1.00% 0.97%1 3.86 4.91 2 1 0.16 0.16 100%' 0.95 0.15 0.15 10 5.6 0.83 177 12 1.00% 0.050/o,73.86 4.91 1 ST 0.28 1.15 100% 0.95 0.26} 1.09 10 5.6 6.12 152 15 2.00% 0.77% 9.89 8.1 Heartland Storm.XLS Page 1 Heartland Storm.XLS 1--972 v�D 9) D CB @Y OTHERS Y INV. 971.23 -ib �`tt---11 — — � 15" PLUG p o E)._ 0 ❑ 0 o d� ❑_ ❑ ❑ ❑ ❑. El 0 ¢gyp gg77�� INV. 971.9-�-�D — \ 98S.SQ — 978 — - 27'- 1& 47CP- — „ t0iLL x9"14& — — -980 % j l .7 7. C O I I -- - / 9 2 RIM = 81`88) INV = 972.87 INV = 977 (W) .cl% �. IQ QI �rz. �_�_► �i� IF 15" PLUG INV. 978.80 v��• v�� UL.vv CIN EX_TENOINc-----------------9>-------- CI LF "PVC SDR -2B 8 - — — — — 0 5.43% / _'(B' 978 SS MH 2 KF 9>8 RtM=977.7 l <12" DIP WATERMAIN �'`IIJV=963.381x 70.15 GUT 980 8'PLUG CB MH 3 lbu.gosl" ' a. RIM = 981.53 LLEAN OLlL--- c p�80' - 6" PVC A SDR 35 ®5.4 0 Al I I I I I I I ' I 8" PLUG INV. 974.00 - 15" RCP S 0 1.00% 15" PLUG INV. 978.30 1 I I I (TZ�"1 GOx NEW ADDITION ' FFE=984.00 I FFE=984.00 _OT 3 ' DLA- RIM IARIM = INV = I � \YZ PLUG END bq" Q80.0 x �. A b. 5" GV N n HYDRANT N sP ' 82 Q m ' O a 3 8" X 6" TEE 79.44 \ 8 CB H 7 `m o' CB MH 6, CB M IH " TEE CB DNRIM = 977.60 ^�' RIM = 977.60 6" GV RIM MH 977.60 INV = 971.91 (N` 8" X 6" TEE GV LiB* INV = 970.23 SN? HYDRANT &BOLLARDS 79.34 X B",r�5_..9E T dr, 80LLP,RDS INV = 971.65 (Sj ANT & BO S X 8" TEE l )INV = 973.51 SINV = 969.78 5 , 4.0%-99368? fl�cp TP. 8 8 . V I1 -C I904X ' t2" PLUG 30' - 12" RCP 200' -S ® .807 vv 205' - 8 RC ST S 9 0.70%--�� --------�—sao -------- -- ----------------- ___�`�tl=-------- ------------ PROP I14V=96267 (N)5 INV=966.87 E) �IIII / SII F` L-ir / 11 SCHOELL & MADISON., INC. ENGINEERS♦SURVEYORS♦PLANNERS SOIL TESTING ♦ ENVIRONMENTAL SERVICES 105SO Wayzata Blvd., Suite 1 Minnetonka, MN 55305 Fax (612) 546-9065 Office (612) 546-7601 Memorandum To:1 t ��btii \=a�sk� Date 4-(21, L7 199 Regarding:__��. •�tt.c Rrlcas �-D C' C—�arr<.5ra5 Schoell & Madson, Inc. Project Number (, Z t --(lc— o t q Company L' ,- From: � ��• �J Message: S 2007 I +-S Ar fz C j ENGINEu.:.�Q DEPT. 2- 3-7 3 -7-4 Engineering Phone: 952227.1160 Upon review of our records, the above -referenced letter of credit is due to expire Fax: 952.227.1170 on April 30, 2008. Upon review of the project, it appears the project has been Finance Phone: 952.227.1140 completed in general conformance with Site Plan Agreement No. 07-05. Fax:952.227.1110 Therefore, we are now closing our files on this project and returning the original Park A Recreation letter of credit. Phone: 952.227.1120 Fax:952.227.1110 If you have any questions, feel free to contact me. Recreation Center 2310 Coulter Boulevard Phone: 952227.1400 Sincerely, Fax: 952.227.1404 Planning A Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works Robert Generous 1591 Park Road Senior Planner Phone: 952.227.1300 Fax: 952.227.1310 RG:ktm Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Enclosure Web Site www.achanhassen.mn.us g:\plan\2007 planning cases\07-05 heartland building additiooUc release letter.dce 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. 0 -7 -os April 11, 2008 CITY OF CDli11NSEN Mr. Matthew C. Klein 7700 Market Boulevard K1einBank PO Box 147 301 Chestnut Street Chanhassen, MN 55317 Chaska; MN 55318 Administration Phone: 952227.1100 Fax:952.227.1110 Re: Letter of Credit No. 500051 Heartland Building Addition Site Plan Agreement No. 07-05 Building Inspections Phone: 952.227.1100 Fax: 952227.1190 Dear Mr. Klein: Engineering Phone: 952227.1160 Upon review of our records, the above -referenced letter of credit is due to expire Fax: 952.227.1170 on April 30, 2008. Upon review of the project, it appears the project has been Finance Phone: 952.227.1140 completed in general conformance with Site Plan Agreement No. 07-05. Fax:952.227.1110 Therefore, we are now closing our files on this project and returning the original Park A Recreation letter of credit. Phone: 952.227.1120 Fax:952.227.1110 If you have any questions, feel free to contact me. Recreation Center 2310 Coulter Boulevard Phone: 952227.1400 Sincerely, Fax: 952.227.1404 Planning A Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works Robert Generous 1591 Park Road Senior Planner Phone: 952.227.1300 Fax: 952.227.1310 RG:ktm Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Enclosure Web Site www.achanhassen.mn.us g:\plan\2007 planning cases\07-05 heartland building additiooUc release letter.dce 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 K/einBark ph 952-448-2350 • fax 952-448-3300. 301 Chestnut Street • PO Box 37 • Chaska, MN 55318-0037 • www.kleinet.com r ph 952-368-6700 • tax 952-368-6705. 120 Pioneer Trail • PO Box 37 • Chaska, MN 55318-0037 • www.kleinet.com r ph 952-403-0400 • fax 952-403-0500. 1407 Vieding Drive E • Shakopee, MN 55379 • www.ldeinet.com ph 952-361-5902 • fax 952-361-5904.304 North Broadway • Carver, MN 55315 • www.kleinet.com HtREVOCABLE LETTER OF CREDIT No. 500051 Date: 04/30/07 TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of Thomas F. Kordonowy, on behalf of Coeur Terra, LLP, and in your favor, our Irrevocable Letter of Credit in the amount of $5,000.00, available to you by your draft drawn on sight on KleinBank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 500051, dated April 30, 2007, of K1einBank"; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at 301 Chestnut St., Chaska, MN 55318, on or before 4:00 p.m. on April 30, 2008. This Letter of Credit shall automatically renew for one successive one-year term unless, at least forty-five (45) days prior to April 30, 2008, the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to April 30, 2008 addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. However, under no circumstances shall the final maturity date of this Letter of Credit be extended beyond April 30, 2009. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instmment, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. Any amount drawn under this Letter of Credit shall reduce the amount available for future draws. The maximum amount available to draw cumulatively over the term of this Letter of Credit is $5,000.00. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: Its t/tce �i`e5�a%..1 SCANNEr Member FDIC Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Fagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial. (651) 234-6212 E-mailAddress. snelsorjack-law.com January 16, 2008 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN —MISC. RECORDED DOCUMENTS ➢ Site Plan Permit #07-05 — Coeur Terra, LLP (Lot 1, Block 1, Arboretum Business Park) Dear Kim: 0_7 —C) RECEIVED JAN 2 2 2003 CITY OF CHANHASSEN Enclosed for the City's files please find original recorded Site Plan Permit #07-05 with Coeur Terra, LLP approving a site plan for a 31,000 square foot office warehouse expansion to an existing 101,600 square foot building on the above referenced property. The site plan permit was filed with Carver County on July 20, 2007 as Document No. A468373. SR.Ni :ms Enclosure Regards, CAMPBELL KNUTSON Professional Association Shsan R. Nelson, Leg Assistant SCANNED Document No. OFFICE OF THE COUNTY RECORDER /� 4 68 37 3 CARVER COUNTY, MINNESOTA Fee:$ 46.00 Check#: 17584 Certfied Recorded on 07-20-2007 at 0330 ❑ AMI PM CITY OF CHANHASSEN SITE PLAN PERMIT # 07-05 SPECIAL PROVISIONS AGREEMENT dated March 26, 2007, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Coeur Terra, LLP (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 31,200 square -foot office warehouse expansion to an existing 101,600 square -foot building with a variance to permit only 10 percent building transparency on the northern building elevation (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan 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 terns of this Permit, the written terms shall control. The plans are: Plan A --Site Plan prepared by Martin Woody Architects, dated 0102/07. Plan B --Grading Plan prepared by Schoell & Madson, dated 02/02/07. Plan C—Landscaping Plan prepared by Alan Whidby Landscapes, dated 08/20/97. 4. Time of Performance. The Developer shall install all required screening and landscaping by September 30, 2007. 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 $5,000.00 (boulevard restoration, erosion control and landscaping). 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. \ P-010 SCANNED 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: Mr. Peter Kordonowy Coeur Terra, LLP c/o Summerhill Commercial Real Estate, LLC 1458 White Oak Drive, Suite 106 Chaska, MN 55318 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 a 31,200 square -foot office warehouse expansion subject to the following conditions: a. The applicant 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 developer shall incorporate a gathering space in the northeast corner of the site including benches and or tables overlooking the natural areas to the east. c. If the interior of the north end of the building is converted to offices, windows shall be installed along that area of the building. d. The developer shall extend a sidewalk from the building to the sidewalk on Water Tower Place and include pedestrian ramps at all curbs. e. The applicant shall have a minimum of 9 canopy trees, 23 understory trees and 23 shrubs along Water Tower Place. f. The applicant shall replace the evergreens located in the northwest parking lot peninsula with overstory, deciduous trees. g. A revised landscape plan shall be submitted before building permit issuance which specifies size, quantity and species of proposed plantings. h. The building addition is required to have an automatic fire extinguishing system. All plans must be prepared and signed by design professionals licensed in the State of Minnesota. j. Inlet protection shall be installed around all catch basins after installation and maintained until final stabilization occurs. k. The plans shall be revised to address issues that could arise as the result of run-on in the northwest comer of the site. 1. Silt fences shall be installed with J -hooks to prevent runoff from running around the end of the silt fences. in. Until building construction begins, the rock construction entrance shall be 75 feet in length in accordance with the City's standard detail. n. 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: Tpe 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. o. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. p. 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 (NPDES Phase Il Construction Site Permit)) and comply with their conditions of approval. q. Provide drainage area maps and calculations to ensure that they are the same as what was previously accepted. r. Provide rational method calculations for the storm sewer. s. Ground (i.e. non -paved) surface grades shall not be less than 2%. Paved grades shall not be less than 1%. Grades along curb line must not be less than .5%. SCANNED t. Emergency overflow locations and elevations must be shown on the plan. u. An easement is required from the appropriate property owner for any off-site grading. v. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. w. Areas disturbed areas in City right of way must be sodded. x. Show heavy duty and light duty pavement sections on the plans. y. Access for tractor trailers shall be limited to 82nd Street. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN BY: Tho A. Furlong, AND: JaL odd Gerhardt, ity Manager pour Terra��-UP DDEVELOPER:�y ; Too CAf/LW/G Grerp I V LGO BY: /%��/PMr� -7 Its PQ'�^er IIs GiG�/rs� /:�.�✓171P✓ 4 SCANNED STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisjLl�day of AlAd , 200-1, 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. uhM 3 �`' � KIM T. MEUWISSEN za Notary Public- Minnesota MY Commission F:�ires Jan 31, 2070 STATE OF MINNESOTA ) ( ss. COUNTY OF Grver ) 'NOTARY ;, The foregoing instrument was acknowled ed before me this 309, day of r; 2041by Coeur Terre LLP BY: �reAt�,the developer. Group Nup ih plA".N'i.t Per;-Rer- by TLoiket r KorCONOMy �'enero/ pare/ N TARY UBLIC �/ • PETER A. KORDONOWY rgTMYPUBUCMINNESOTA MI Cesm.uo^ Fr'm T'A DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 S CAN I, EO CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 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 Developers 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. 7. Responsibility for Costs. 6 LVANNEO 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 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 Postmasters 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. Severabiliri. 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. Occunancv. 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 right, power and remedy herein set forth or otherwise so existing may be exercised from 7 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. 8 SCANNED MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT NIS C"M CIAL MORTGAGE FUM, LLC a Delaware limited liability MM=,_, 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 30th day of April, 2007. NLI COMMERCIAL MORTGAGE FUND, LLC, a Delaware limited liability company By: PRINCIPAL REAL ESTATE INVESTORS, LLC, a Delaware limited liability company, as attorney-in-fact By � A ® Name: Title: By Name: w� .9WBn Title: STATE OF IOWA COUNTY OF POLK I On thiso day of 20 9_7 , before me, the undersigned, a Notary Public in and for the said State, p sonally appeared �� y�l4wd to me personally known to be the identical persons whose names are s ed to)'ih f rego. g instrument, who being by me duly sworn, did say that they are the0&4j,,, respectively, of PRINCIPAL REAL ESTATE INV RS, LLC, a Delaware limited liabilityrpany, as attomey-in-fact for NLI Commercial Mortgage Fund, LLC, a Delaware limited liability company, and that the seal affixed to the instrument is the seal of Principal Real Estate Investors, LLC; that the instrument was signed and sealed on behalf of the company by Principal Real Estate Investors, LLC, as attomey-in-fact of NLI Commercial Mortgage Fund, LLC; and that the aforesaid individuals each acknowledged the execution of the foregoing instrument to be the voluntary act and deed of Principal Real Estate Investors, LLC, as attorneys -in -fact of said company, by it and by them voluntarily executed. A(A Notary Public in and for said State yy�� - b1ARCIAVR1. Af Comm'sebn M 9 " MyConniu W SCANNED Item Non -Scannable Item -C Folder Number PA xmwnaa a �' Folder Name so Job Number 1-7 Box Number - C T r RECORDABLE BOY/N/IWUS &.'a Sp 5Z MULTI -SPEED 80min / 700MB rOMPATIBLE