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CAS-31_TWIN CITIES SELF STORAGE SPR & CUP 97-02 AMENDMENTNon -Scannable Item Item i Description Folder Number I- I w,,.c .4: e5 Seib 5+w'Qje. 5PA 2cu0 t7 -a)- A.ro�wLwe.w� t rtuGStou�jiwlcc� .4JeµuS' 10S Flyt^j Folder Nam® „:I I1 ,J ?S thtyotle� �4-ocvn��,� Job Number Box Number C)0 �' vl CI) j�cCa n licatio� sis Site Plan A ter o t Storm Storage,11C. r Cities Se 9,5,N14 January 17, 2018 CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing forbday and Planning for Tomorrow Bruce Lamo Twin Cities Self -Storage 607 Washington Ave. S., STE 503 Minneapolis, MN 55415 Re: Conditional Use Permit #2014-31 Cold Storage and Warehouse Facility Dear Mr. Lamo: After conducting an inspection on January 17, 2018 the City has determined that the property at 1875 Flying Cloud Drive is compliant with the Conditional Use Permit (CUP) #14-31. Thank you for your cooperation and if you have questions or concerns, please contact me at 952- 227-1132 or mwalters@ci.chanhassen.mn.us. Sincerely, MacKenzie Walters Assistant Planner PH 952.227.1100 • www.d.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 December 26, 2017 • CITY OF C HANHASSE N Chanhassen is a Community for Life- Providing for Today and Planning forTomorrow Bruce Lamo Twin Cities Self -Storage 607 Washington Ave. S., STE 503 Minneapolis, MN 55415 Re: Conditional Use Permit #2014-31 Cold Storage and Warehouse Facility Dear Mr. Lamo: According to city records, there is a conditional use permit for a cold storage and warehouse facility recorded against your property located at 1875 Flying Cloud Drive. The city must conduct an inspection to ensure the site is in compliance with the conditions of approval, as specified in the enclosed Conditional Use Permit dated November 18, 2014. An inspection of the property will take place on Friday, January 12, 2018. If the site is found to be in compliance, future inspections will occur annually. However, if the site is in violation of the conditions of approval, staff will work with the property owner to bring the site into compliance in a timely manner. Annual compliance inspections will be scheduled from the time of compliance. If you have questions or concerns, please contact me prior to the inspection date above, at 952- 227-1132 or mwalters@ci.chanhassen.mn.us. Sincerely, MacKenzie Walters Assistant Planner CkNNEC PH 952.227.1100 • www d.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 0 0 CONf3MONAL USE PERMIT #2014-31 1. Permit Subject to the terms and conditions set forth herein and with the Amended and Restated Conditional Use Permit 87-2/ Interim Use Permit 92-1 recorded on November 12, 2008, Document No. 491605, and Conditional Use Permit 8? -2/ Interim Use Permit 92-1 recorded with Carver County on April 23, 1992, Document No. 134346, the City of Chanhassen hereby grants: A Conditional Use Permit for expansion of a cold storage and warehousing facility for a total of 11 storage buildings. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a. The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4. b. The development shall comply with Site Plan 2014-31, plans prepared by Carlson McCain, dated September 5, 2014. 4. Termination of Permit The City may revoke the permit following a public hearing for violation of the terms of this permit 5. Lapse. If within one year of the issuance of this permit the authorized construction has not beer substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. CrbnbW Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: November 10, 2014 0 (S) 'TATE OF I%W,agF.MOTA ) ss COlJPdnT EBF CARVER ) 9 CFTY OF CHANIJAsQE%' BY --L- Tom -Tom Furlong, Mayor :�t— AND: �IQ� Todd Gerhardt, City Manager The foregoing instr=mR was aclmowledged before me this Io .. day of jjLA -c./ 2014, by Thomas A. F},rlong, Mayo;, and by Todd Gerhardt, City Manager, of the City o Chanhassen, a Mnmesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. 0 • CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #87-2 INTERIM USE PERMIT #92-1 1. Permit. Subject to the terms and conditions set forth herein and with the Conditional Use Permit recorded with Carver County on June 30, 1987, Document No. 88330, the City of Chanhassen hereby grants: a) A conditional use permit for truck and trailer rental at Progress Valley Mini -Storage site. b) Interim Use permit for screened outdoor storage. 2. Pr e . The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: See attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a) The outdoor storage shall be completely screened by a 100% opaque fence or landscaped screen. b) The area for screened outdoor storage shall be improved with a gravel surface. c) The outdoor storage will be removed from the site upon completion of phase 3 of the mini -storage facility. d) The applicant shall provide a landscaping plan acceptable to the Planning commission and a letter of credit shall be submitted to cover the cost of material installation and one year warranty. 4. Termination of Permit. The City may revoke the permit following a public bearing for violation of the terms of this permit. 5. Lance. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: February 24. 1992 0 STATE OF MINNESOTA) ( ss COUNTY OF CARVER ) 0 CITY OF CHANHASSEN s� /moi +bon.J–elimiil, Mayor By: — za a-7� Don Ashworth, City Manager The foregoing instrument was acknowledged before me this 3O'day of -rKA r k. 19J7, -by Donald J. Chmiel, Mayor and Don Ashworth, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: Campbell, Knutson, Scott & Fuchs, P.A. Suite 317 1380 Corporate Center Curve Eagan, Minnesota 55121 (612) 452-5000 RNK N rybl c KAREN J.ENGELNAROi NOTARY PUBLIC -MINNESOTA M CARVER COUNTY 1 J My COMrt Ismr. E+mies OCT 16. 1997 1 EXHIBIT A All that part of the SE 1/4 of the SW 1/4 of Section 34, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the SE corner of said SW 1/4 Section 34-116-23 running thence North along 1/4 line to the South line of right of way of Milwaukee and St. Louis Railway Co.,; thence Southwesterly along South line of said right of way to South line of said Section 34; thence East along said Section line to place of beginning. Being all that part of SE 1/4 of SW 1/4 said Section lying South of right of way of said Milwaukee and St. Louie Railway Go., and con- taining 2 1/2 acres. AND The SW 1/4 of the SE 1/4 of Section 34, Township 116, Range 23, lying southerly of the Southeasterly right of way line of the Chicago and Northwestern Railway Company, Carver County, Minnesota, EXCEPTING therefrom the following described parcels: Parcel 1: A strip of land over and across the SW 1/4 of SE 1/4 Section 34-116-23 being 53 feet in width on each side of center line of Trunk Highway No. 51, and said center line being described as follows: From a point on East line of said Section distant 874.8 feet Northerly from the Southeast corner of said Section; thence running in a Southwesterly direction at an angle of 62054' with said Section line for a distance of 1000.5 feet to a point; thence deflect to the right 9'00' on curve with delta angle of 57'07' and radius of 716.8 feet for a distance of 441.4 feet sore or less to the East line of said SW 1/4 of SE 1/4; thence continuing on said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of. 819.6 feet to a point, thence deflect to the left on a 15'00' curve with delta angle of 95'26' and radius of 363.1 feet for a distance of 393 feet sere or leas to the North and South. 1/4 line of said Section and there terainating excepting therefrom that part of the right of way of Minneapolis and St. Louis Railway Company which lies within said strip. Parcel 2: Beginning at point 20.00 chains West fros HE corner of said Section 34 running thence North 4.06 chains to center of Chaska and Shakopee Road; thence South 64'30' West 8.93 chains; thence East 8.16 chains to place of beginning. Containing 1.65 acres. Parcel 3: Co®encing at SE corner of SW 1/4 of SE 1/4; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64.30' West 170 feet to point of center of said road; thence North and parallel to East line of said SW 1/4 of SE 1/4 to South line of Trunk Highway No. 51; thence Southeasterly along South line Truck Highway No. 51 to point where sale intersects East line of said SW 1/4 of SE 1/4; thence South along said East line to place of beginning. Containing 1/2 acre, amore or less. Parcel 4: Coa®encing at the point of intersection of the East line of the SW 1/4 of the SE 1/4 of Section 34-116-23, and the Northerly right of way line of O.S. Trunk Highway #212, as the sale presently exists and runs through said SW 1/4 of HE 1/4 of Section 34, which said point of intersection is the place of beginning of the land to be herein described; thence running Northwesterly along said Northerly right of way line a distance of 292 feet to a point thereon; thence turning and running East parallel to the South Section line of Said Section 34, a distance of 329 feet, more or less to the said East line of the SW 1/4 of the HE 1/4 of Section 34; thence turning and running South along said East line a distance of 312 feet amore or leu to the place of beginning, lying and beim in the SW 1/4 of HE 1/4 of section 34-116-23 and con- taining 1.10 acres of land, more or leas. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for: Mini storage facility 2. Propertv. The permit is for the following described property in the City of Chanhassen, Carver County, Minnesota: (See attached Exhibit A) 3. Conditions. The permit is issued subject to the following conditions: 1. One tree for every 40 feet be provided along the berm between the vehicular area and right-of-way and the berm must be two feet high. 2. A description of the plantings proposed meet the minimum standards of six feet high (evergreens) and two inch caliper (deciduous). 3. The landscaped areas must be sod or seeded. 4. A detention basin should be included in the site drainage plan and be designed to limit the on-site run-off to the predevelopment rate for a 100 year storm event. 5. If possible, align Stoughton Avenue site access with drive- way access on the south side of Stoughton Avenue. 6. Parking areas and access drives shall be paved with a dust free, all weather surface built to a 4-7 ton capacity. 7. Concrete curb and gutter will be required only along the outer edge of the perimeter drive around the site. 8. No outside storage is permitted. 9. Submission of an emergency access easement agreement. 10. Installation of a 1,500-2,000 holding tank, plus installa- tion of a one gallon toilet, a spring loaded faucet, a float alarm, and a man hole over the system if located underneath a driveway. 11. Permit chain link fence of 6 feet around perimeter. 4. Termination of Permit. The City may revoke the permit following a public hearing under any of the following circumstances: material change of condition of the neighborhood where the use is located; violation of the terms of the permit. 5. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: //(CLl1 7 /747 CITY OF CHANHASSEN B Y is May6r By: ��L , QL� Its CIerk STATE OF MINNESOTA) ) ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this L� day of 19Z2, by Thomas L. Hamilton, Mayor, and D96/Ashworth, City Manager of the City of Chanhassen, a Minnesota Whicipal corporation, on behalf of the corporation. No ary lic LJ KAREN U ENGEINEM NOTARY PUBnC - MINNESOTA CARVER COUNTY My co mn sion "pim 10.16-07 EXHIBIT A All that part of the SE 1/4 of the SW 1/4 of Section 34, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the SE corner of said SN 1/4 Section 34-116-23 running thence North along 1/4 line to the South line of right of way of Milwaukee and St. Louis Railway Co.,; thence Southwesterly along South line of said right of way to South line of said Section 34; thence East along said Section line to place of beginning. Being all that part of SE 1/4 of SW 1/4 said Section lying South of right of way of said Milwaukee and St. Louis Railway Co., and con- taining 2 1/2 acres. AND The SW 1/4 of the SE 1/4 of Section 34, Township 116, Range 23, lying southerly of the Southeasterly right of way line of the Chicago and Northwestern Railway Company, Carver County, Minnesota, EXCEPTING therefrom the following described parcels: Parcel 1: ., strip of land over and across the SW 1/4 of SE 1/4 Section 34-116-23 being 53 feet in width on each aide of center line of Trunk Highway No. 51, and said center line being described as follows: From a point on East line of said Section distant 874.8 feet Northerly from the Southeast corner of said Section; thence running in a Southwesterly direction at an angle of 82'54' With said Section line for a distance of 1000.5 feet to a point; thence deflect to the right 9'00' on curve with delta angle of 57'07' and radius of 716.8 feet for a distance of 441.4 feet Dore or less to the East line of said SW 1/4 of SE 1/4; thence continuing on said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 819.6 feet to a point; thence deflect to the left on a 15'00' curve with delta angle of 95'26' and radius of 383.1 feet for a distance of 393 feet more or leas to the North and South 1/4 line of said Section and there terminating excepting therefrom that part of the right of way of Minneapolis and St. Louis Railway Company which lies within said strip. Parcel 2: Beginning at point 20.00 chains West from SE corner of said Section 34 running thence North 4.06 chains to center of Chaska and Shakopee Road; thence South 64'30' West 8.93 chains; thence East 8.16 chains to place of beginning. Containing 1.65 acres. Parcel 3: Commencing at SE corner of SW 1/4 of SE 1/4; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64'30' West 170 feet to point of center of said road; thence North and parallel to East line of said SW 1/4 of SE 1/4 to South line of Trunk Highway No. 51; thence Southeasterly along South line Truck Highway No. 51 to point where same intersects East line of said SW 1/4 of SE 1/4; thence South along said East line to place of beginning. Containing 1/2 acre, more or leas. Parcel 4: Commencing at the point of intersection of the East line of the SW 1/4 of the SE 1/4 of Section 34-116-23, and the Northerly right of way line of U.S. Trunk Highway #212, as the same presently exists and runs through said SW 1/4 of SE 1/4 of Section 34, which said point of intersection is the place of beginning of the land to be herein described; thence running Northwesterly along said Northerly right of way line a distance of 292 feet to a Point thereon; thence turning and running East parallel to the South Section line of Said Section 34, a distance of 329 feet, more or less to the said East line of the SW 1/4 of the SE 1/4 of Section 34; thence turning and running South along said East line a distance of 312 feet more or leas to the place of beginning, lying and being in the SW 1/4 of SE 1/4 of Section 34-116-23 and con- taining 1.10 acres of land,more or less. m3l 000 Au ust 2000 a tember2000 T F M T W T F M T W T F 1 1 2 4 5 1 ..8... ...88.?.8..... 1o.tt..3...4...5...5..._8 ..92 3'14 ft 13.14 151..i..18'1J 1d-11*12.. 13141516 M. 21 22 2d 21 22.24 25'H 17.18.19 20 2i 22236 I ...2819 2728..29 30 31 24 25 26 21..29..29.30............... .... ............... Securities istart Due S P Category Description t 5/1/2016 812016 0 Cash Escrow Twin Cities Self Storage Site Plan Agreement 2014-31 $25,000 Dminage/Emsiun Control/landscaping Paid 12/24/14 Check 6797 from Twin Cities Self Storage, Cbaska, LLC Notify Bob Generous 8/14/15 - Per Bob check status 6/30/16. Kim 9/10/15 - Per Bob okay io release $16,603, retaining $1240 for landscaping and $7,157 for site revegetation and drainage operations (total retraining balance of $8,397). Notified finance on 9/10/15. Check status for May 1, 2016. Kim 6/9/16 Notified Bob. Jenny 6/16/16 - per Jill Sinclair's inspection: several dead evergreen trees on site. Letter sent to Bruce lama regarding replacements. Will reinspect when installations finished. Jenny Check status for August 1, 2016- Jenny 7/7/16 - Per Jill the re -inspection has been done and everything is complete. The security can be released. Let Jolene B. know to refund the remaining $8,397 to Twin Cities Self Storage. Jenny 0l awabin e , 79W16 A PM S=SWM P=PNv41'J Py I Status Report Sunday, May 01, 2016 Plan Jul 2000 v $12000 Se tember2000 S M T W T F S W T F S S M T W T F S 12 3 4 5 1 2 .2..3..4...5..6 7 _8 .9 ..10 11 12 .3 ..4...5...5..._5..9 9 16 11 1213 14'15 16 i] i8"16 ib—ff'12 13 14 15'16 i6 1] 161920 21 22 23242526 i] 18 99 2521 2223 2324 25 26 2]2826 30.31......... 2425 26 21 2329 30 3031 ...................... ................ ............................. Securities Is1M Due S P Category Description I 5/1/2016 8/1/2016 C Cash Escrow Twin Cities Self Storage Site Plan Agreement 2014-31 525,000 Drainage/Emsion Control/landscaping Paid 12'24/14 Check 6797 from Twin Cities Self Storage, Chaska, LLC Notify Bob Generous 8/14/15 - Per Bob check status 6/30/16. Kim 9/10/15 - Per Bob okay to release 516,603, retaining 51.240 for landscaping and 57,157 for site revegetation and drainage operations (total remaining balance of 58,397). Notified finance on 9/10/15. Check status for May 1, 2016. Kim 619/16 Notified Bob. Jenny 6/16/16 - per Jill Sinclair's inspection: several dead evergreen trees on site. Letter sent to Bruce lamo regarding replacements. Will reinspect when installations finished. Jenny Check status for August 1, 2016. Jenny ................................................................................................................................................ a a navel Pp c p. &1a 16 W 1206w s=Sw P=P—My Pq I Status Report Sunday, May 01, 2016 Plan Jul 2 ust 2�2 te.be' 2000 M T W M T W E s W T F I ' 2 3 1 5 1 2 6— T* 7 8 9 10 i'i 12 T' 4 —6—t 6 6-T6 iY i'ViX14 is is 1011iV% i6 * ig W'WTi'!!� 2U �iff'ffN' 2526 17 18 19 20 21 22 23 yd"ff"A"N 27 28 29 30 31 9 ............. ... ......................... ............................. M M Securities (Start Due S P�C-"-ry Descaipfion 5/1/2016 5/1/2016 F Cash Escrow Twin Cities Self Storage Site Plan Agreement 2014-31 $25,000 DramagetE.rosion ControYLandscaping Paid 12/24114 Check 6797 from Twin Cities Self Storage, Cbaska, LLC Notify Bob Generous 8/14/15 - Per Bob check status 6/30/16. Kim 9/10/15 - Per Bob okay to release $16,603, retaining $1,240 for landscaping and S7,157 for site megetation and drainage operations (total remaining balance of $8,397). Notified finance on 9/10/15. Check status for May 1, 2016. Kim C Lam �&�pn cM E=et✓teP.Pbft pa,*1 CITY OF CHANHASSEN • • P 0 BOX 147 CHANHASSEN MN 55317 12/24/2014 11:40 AM Receipt No. 00271822 CLERK: JoleneB PAYEE: Twin Cities Self Storage Chaska, LLC 1900 Stoughton Ave Chaska MN 55318- ------------------------------------------------------- Security Escrow 25,000.00 Total Cash Check 6797 Change 25,000.00 0.00 25,000.00 0.00 0 Meuwissen, Kim LI From: Generous, Bob Sent: Thursday, September 10, 2015 10:08 AM To: Meuwissen, Kim Cc: Smith, Stephanie; Sinclair, Jill; Bruce Lamo; Spreiter, Krista Subject: TC Self Storage Escrow Kim, Could you please initiate the release of a portion of the security in the amount of $16,603.00 The total escrow was $25,000 We are releasing 90% of the landscaping escrow: $11,160 and retaining $1,240 for one full growing season pursuant to city code. We are releasing $5,443 of the erosion control escrow and retaining $7,157 to guarantee site re -vegetation and drainage operations. Please set a reminder for next May. Thank you. Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerous@ci.chanhassen.mn.us Chanhassen is a Community for Life— Providing for Today and Planning for Tomorrow December 15, 2016 0 0 Cud 1 -1 -Si CITY OF C HANHASSE N Chanhassen is a Community for Life-PrmidingforToday and Planning forTomorrow Bruce Lamo Twin Cities Self -Storage 607 Washington Ave. S., STE 503 Minneapolis, MN 55415 Re: Conditional Use Permit #2014-31 Cold Storage and Warehouse Facility Dear Mr. Lamo: After conducting an inspection on December 15, 2016 the City has determined that the property at 1875 Flying Cloud Drive is compliant with the Conditional Use Permit (CUP) #14-31. Thank you for your cooperation and if you have questions or concerns, please contact me at 952- 227-1132 or mwalters@ci.chanhassen.mn.us. Sincerely, MacKenzie Walters Assistant Planner SCANNED PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227. ilio 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 November 28, 2016 CITY OF C HANHASSE X Chanhassen is a Community for Life- Providing forToday and PlanningforTomorrow Bruce Lamo Twin Cities Self -Storage 607 Washington Ave. S., STE 503 Minneapolis, MN 55415 Re: Conditional Use Permit #2014-31 Cold Storage and Warehouse Facility Dear Mr. Lano: According to city records, there is a conditional use permit for a cold storage and warehouse facility recorded against your property located at 1875 Flying Cloud Drive. The city must conduct an inspection to ensure the site is in compliance with the conditions of approval, as specified in the enclosed Conditional Use Permit dated November 18, 2014. An inspection of the property will take place on Thursday, December 8, 2016. If the site is found to be in compliance, future inspections will occur annually. However, if the site is in violation of the conditions of approval, staff will work with the property owner to bring the site into compliance in a timely manner. Annual compliance inspections will be scheduled from the time of compliance. If you have questions or concerns, please contact me prior to the inspection date above, at 952- 227-1132 or mwalters@ci.chanhassen.mn.us. Sincerely, MacKenzie Walters Assistant Planner SCANNED PH 952.227.1100 • www.ci.chanhassen.mn.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 0 0 CM OF CHAN2HASSEN CARIVER AND HENNEPIN COUNTIES, 1%W'NTS0TA CORTPpI'l'MONA.L USE PERMIT #2014-3 1. Permit. Subject to the terns and conditions set forth herein and with the Amended and Restaged Conditional Use Permit 87-2/ Interim Use Permit 92-1 recorded on November 12, 2008, Document No. 491605, and Conditional Use Permit 8/-2/ Interim Use Permit 92-1 recorded with Carver County on April 23, 1992, Document No. 134346, the City of Chanhassen hereby grants: A Conditional Use Permit for expansion of a cold storage _and warehousing facility for a total of 11 storage buildings. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a. The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4. b. The development shall comply with Site Plan 2014-31, plans prepared by Carlson McCain, dated September 5, 2014. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the tams of this conditional use permit is a criminal misdemeanor. Dated: November 10, 2014 0 0 (SEAT,) STATE OF AUICFSQTA ) (ca COUNTY OF CARVER ) CITY OF CHANHASSEN BY: t Tom Furlong Mayor AND: Todd Gwhard4 City Manager The foregoing mstnnuent was aelmowle3ged before me this I& day ofX&r.04"i 2014, by Thomas A. Fudonglvayor, and by Todd Gech&,&, City Manager, of the City of Chanhassen, a Minnesota munic ipat corporation, on behalf of the corporation and pursuant to the authority granted by its City Couneil. �.. c re a i L 1%� iii � ... `��ep� E E CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #87-2 INTERIM USE PERMIT #92-1 1. Permit. Subject to the terms and conditions set forth herein and with the Conditional Use Permit recorded with Carver County on June 30, 1987, Document No. 88330, the City of Chanhassen hereby grants: a) A conditional use permit for truck and trailer rental at Progress Valley Mini -Storage site. b) Interim Use permit for screened outdoor storage. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: See attached Exhibit A- 3. Conditions. The permit is issued subject to the following conditions: a) The outdoor storage shall be completely screened by a 160% opaque fence or landscaped screen. b) The area for screened outdoor storage shall be improved with a gravel surface. c) The outdoor storage will be removed from the site upon completion of phase 3 of the mini -storage facility. d) The applicant shall provide a landscaping plan acceptable to the Planning commission and a letter of credit shall be submitted to cover the cost of material installation and one year warranty. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. I&=. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: FebrugU 24, 1992 0 aff OF CHANHASSEN 4d J el, tayor By: — xa.a--;�q Don Ashworth, City Manager STATE OF MINNESOTA) (sS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this LO 'day of ` Yh.a," 19,lbby Donald J. Chmiel, Mayor and Don Ashworth, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant tb authority granted by its City Council. Campbell, Knutson, Scott & Fuchs, PA Suite 317 1380 Corporate Center Curve Eagan, Minnesota 55121 (612) 452-5000 RNK _ KAREN J. ENGELHARDT NOTARY PUBLIC -MINNESOTA CARVER COUNTY I Mr CWMIS m rwres OCT. 16. 1997 1 0 0 EXHIBIT A All that part of the SE 1/4 of the SW 1/4 of Section 34, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the SE corner of said SW 1/4 Section 34-116-23 running thence North along 1/4 line to the South line of right of way of Milwaukee and St. Louie Railway Co.,; thence Southwesterly along South line of said right of way to South line of said Section 34; thence East along said Section line to place of beginning. Being all that part of SE 1/4 of SW 1/4 said Section lying South of right of way of said Milwaukee and St. Louie Railway Co., and con- taining 2 1/2 acres. The SW I/4 of the SE 1/4 of Section 34, Township 116, Range 23, lying southerly of the Southeasterly right of way line of the Chicago and Northwestern Railway Company, Carver County, Minnesota, EXCEPTING therefrom the following described parcels: Parcel 1: A strip of land over and across the SW 1/4 of BE 1/4 Section 34-116-23 being 53 feet in width on each side of center line of Trunk Highway No. 51, and said center line being described as follows: From a point on East line of said Section distant 874.8 feet Northerly from the Southeast corner of said Section; thence running in a Southwesterly direction at an angle of 82°54' with said Section line for a distance of 1000.5 feet to a point; thence deflect to the right 9000' on curve with delta angle of 57'07' and radius of 716.8 feet for a distance of 441.4 feet more or less to the East line of said SW 1/4 of SE 1/4; thence continuing on said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of. 819.6 feet to a point; thence deflect to the left on a 15'00' curve with delta angle of 95'26' and radius of 383.1 feet for a distance of 393 feet more or less to the North and South 1/4 line of said Section and there terminating excepting therefrom that part of the right of way of Minneapolis and St. Louie Railway Company which lies within said strip. Parcel 2: Beginning at point 20.00 chains West from SE corner of said Section 34 running thence North 4.06 chains to center of Chaska and Shakopee Road; thence South 64'30' West 8.93 chains; thence East 8.16 chains to place of beginning. Containing 1.65 acres. Portal 3: Commencing at SE corner of SW 1/4 of HE 1/4; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64'30' West 170 feet to point of center of said road; thence North and parallel to East line of said SW 1/4 of SE 1/4 to South line of Trunk Highway No. 51; thence Southeasterly along South line Truck Highway No. 51 to point where same intersects East lite of said SW 1/4 of SE 1/4; thence South along said East line to place of beginning. Containing 1/2 acre. more or Itoo. Parcel 4: Commencing at the point of intersection of the East line of the SW 1/4 of the BE 1/4 of Section 34-116-23, and the Northerly right of way line of H.S. Trunk Bighway #212, as the some presently exists and runs through said SW 1/4 of SE 1/4 of Section 34, which said point of intersection is the place of beginning of the land to be herein described; thence running Northwesterly along said Northerly right of way line a distance of 292 feet to a point thereon; thence turning and running East parallel to the South Section line of Said Section 34, ■ distance of 329 feet, more or leu to the said East line of the SW 1/4 of the SE 1/4 of Section 34; thence turning and running South along said East line t distance of 312 feet more or less to the place of beginning, lying and being in the SW 1/4 of SE 1/4 of Section 34-116-23 and con- taining 1.10 acres of land, more or less. • CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for: Mini storage facility 2. Property. The permit is for the following described property in the City of Chanhassen, Carver County, Minnesota: (See attached Exhibit A) 3. Conditions. The permit is issued subject to the following conditions: 1. One tree for every 40 feet be provided along the berm between the vehicular area and right-of-way and the berm must be two feet high. 2. A description of the plantings proposed meet the minimum standards of six feet high (evergreens) and two inch caliper (deciduous). 3. The landscaped areas must be sod or seeded. 4. A detention basin should be included in the site drainage plan and be designed to limit the on-site run-off to the predevelopment rate for a 100 year storm event. 5. If possible, align Stoughton Avenue site access with drive- way access on the south side of Stoughton Avenue. 6. Parking areas and access drives shall be paved with a dust free, all weather surface built to a 4-7 ton capacity. 7. Concrete curb and gutter will be required only along the outer edge of the perimeter drive around the site. 8. No outside storage is permitted. 9. Submission of an emergency access easement agreement. 10. Installation of a 1,500-2,000 holding tank, plus installa- tion of a one gallon toilet, a spring loaded faucet, a float alarm, and a man hole over the system if located underneath a driveway. 11. Permit chain link fence of 6 feet around perimeter. 0 4. Termination of Permit is The City may revoke the permit following a public hearing under any of the following circumstances: material change of condition of the neighborhood where the use is located; violation of the terms of the permit. 5. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: CITY OF CHANHASSEN By / ZZIZ is May r By: ��2' �1� Its erk STATE OF MINNESOTA) ) ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this /' day of , 19n, by Thomas L. Hamilton, Mayor, and D967Ashworth, City Manager of the City of Chanhassen, a Minnesota &&icipal corporation, on behalf of the corporation. No ary ry lic KAREN J. ENGELHARDT NOTARY PUBLIC - MINNESOTA CARVER COUNTY MY cwvnwa exom 10.18-01 0 0 EXHIBIT A All that part of the SE 1/4 of the SW 1/4 of Section 34, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the SE corner of said SW 1/4 Section 34-116-23 running thence North along 1/4 line to the South line of right of way of Milwaukee and St. Louis Railway Co.,; thence Southwesterly along South line of said right of way to South line of said Section 34; thence East along said Section line to place of beginning. Being all that part of BE 1/4 of SW 1/4 said Section lying South of right of way of said Milwaukee and St. Louis Railway Co., and con- taining 2 1/2 acres. AND The SW I/4 of the BE 1/4 of Section 34, Township 116, Range 23, lying southerly of the Southeasterly right of way line of the Chicago and Northwestern Railway Company, Carver County, Minnesota, EXCEPTING therefrom the following described parcels: Parcel 1: A strip of land over and across the SW 1/4 of SE 1/4 Section 34-116-23 being 53 feet in width on each side of center line of Trunk Highway No. 51, and said center line being described as follows: From a point on East line of said Section distant 874.8 feet Northerly from the Southeast corner of said Section; thence running in a Southwesterly direction at an angle of 82'54' with said Section line for a distance of 1000.5 feet to a point; thence deflect to the right 9'00' on curve with delta angle of 57007' and radius of 716.8 feet for a distance of 441.4 feet more or leas to the East line of said SW 1/4 of SE 1/4; thence continuing on said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 819.6 feet to a point; thence deflect to the left on a 15400' curve with delta angle of 95026' and radius of 383.1 feet for a distance of 393 feet more or less to the North and South 1/4 line of said Section and there terminating excepting therefrom that part of the right of way of Minneapolis and St. Louis Railway Company which lies within said strip. Parcel 2: Beginning at point 20.00 chains West from BE corner of said Section 34 running thence North 4.06 chains to center of Chaska and Shakopee Road; thence South 64'30' West 8.93 chains; thence East 8.16 chains to place of beginning. Containing 1.65 acres. Parcel 3: Commencing at SE corner of SW 1/4 of BE 1/4; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64'30' West 170 feet to point of center of said road; thence North and parallel to East line of said SW 1/4 of SE 1/4 to South line of Trunk Highway No. 51; thence Southeasterly along South line Truck Highway No. 51 to point where same intersects East line of said SW 1/4 of BE 1/4; thence South along said East line to place of beginning. Containing 1/2 acre, more or less. Parcel 4: Commencing at the point of intersection of the East line of the SW 1/4 of the SE 1/4 of Section 34-116-23, and the Northerly right of way line of O.S. Trunk Highway 4212, as the same presently exists and runs through said SW 1/4 of SE 1/4 of Section 34, which said point of intersection is the place of beginning of the land to be herein described; thence running Northwesterly along said Northerly right of way line a distance of 292 feet to a point thereon; thence turning and running East parallel to the South Section line of Said Section 34, a distance of 329 feet, more or less to the said East line of the SW 1/4 of the SE 1/4 of Section 34; thence turning and running South along said East line a distance of 312 feet more or less to the place of beginning, lying and being in the SW 1/4 of SE 1/4 of Section 34-116-23 and con- taining 1.10 acres of land, more or less. PROJECT LOCATION ZONING FRINGE BUSINESS DISTRICT ool r .01 / Ji ' / / / .41 .41 E - r 60 x \ EROSION CONTROL SHEET NO. TITLE i BLANKET 1 INDEX SHEET \ 2 EXISTING CONDITIONS 2A LAND TITLE SURVEY 3 TOPSOIL STRIPPING PLAN �' \\ 4 OVERALL GRADING PIAN 4A WEST LOT GRADING PLAN -� 4B POND EXPANSION GRADING PLAN 5A EXISTING STORMWATER PLAN j \ 5B PROPOSED STORMWATER PLAN 6 SITE RESTORATION PLAN i ---- 8,0001P i 0 BY �0 i 6.0000 /. 6,0006' 6,000R 6,00ox % -x CITY RECEIVED�EN w f SEP �1 9 2014 .iL � (IP�ANIIINiill�v�i s3oo Xgnwav lz Wqe WIn, MX 553 s9 IndmvowElly rnat Iola pan, xpmown and rade: o.xax Mwa drepel was prt -Ey medvAe: my T I . /—/�— . _ I •e 9Y gj 9 PARCEL SIZE: 709,150 SO. FT/ 16.28 AC 6765.5 25• 1425dft' 30 I EL76E6 14'25d 40' P fta I I 90 7& d1.'c.3 14254 40' -0 IMPER P ft' U6 MEA I I I Me. 9/L1e EL 112M 40 7663 IF I I I I 1 ENT 30' \ EROSION CONTROL SHEET NO. TITLE i BLANKET 1 INDEX SHEET \ 2 EXISTING CONDITIONS 2A LAND TITLE SURVEY 3 TOPSOIL STRIPPING PLAN �' \\ 4 OVERALL GRADING PIAN 4A WEST LOT GRADING PLAN -� 4B POND EXPANSION GRADING PLAN 5A EXISTING STORMWATER PLAN j \ 5B PROPOSED STORMWATER PLAN 6 SITE RESTORATION PLAN i ---- 8,0001P i 0 BY �0 i 6.0000 /. 6,0006' 6,000R 6,00ox % -x CITY RECEIVED�EN w f SEP �1 9 2014 .iL � (IP�ANIIINiill�v�i C CArLwn •t•MvxMttd s3oo Xgnwav lz Wqe WIn, MX 553 s9 IndmvowElly rnat Iola pan, xpmown and rade: o.xax Mwa drepel was prt -Ey medvAe: my T or.w�: mw . /—/�— . _ I •e 9Y gj 9 PARCEL SIZE: 709,150 SO. FT/ 16.28 AC Eb n wp M on an0 Mat 1 am a Luh 9iaNe }� �a9�59 ADDED IMPERVIOUS EXCLUDING BUILDINGS: 39,956 SO. FT/ 0.92 AC eev9g8ty 293,314 S0. FT IMPERVIOUS =40.0%IMPERVIOUS 709,150 SO. FT TOTAL VcszN Wofestlww Fngned uMer 117,650 SO. FT TOTAL SLIMING FLOORAREA =16.6% BUILDING FLOOR AREA 709,150 SO. FT TOTAL PARCEL AREA C CArLwn •t•MvxMttd s3oo Xgnwav lz Wqe WIn, MX 553 s9 IndmvowElly rnat Iola pan, xpmown and rade: o.xax Mwa drepel was prt -Ey medvAe: my T or.w�: mw . /—/�— . _ I •e 9Y gj 9 pM e (y5i) iabNpp Eb n wp M on an0 Mat 1 am a Luh 9iaNe }� �a9�59 OV gre 01R eev9g8ty www.U,lwnm¢'ain.mm VcszN Wofestlww Fngned uMer .�L-4rry•�vf1•A, flee laws of [M1e SlateIXMlnneSIXa pate: 9 le Me. 9/L1e TWIN CITIES SELF STORAGE, LLC 1900 STOUGHTON AVENUE CHASKA, MN 55318 LEGEND PHASE / BUILDING 740— EXISTING GROUND IDX_ _ _ _ _ _ _ PHASE 2 BUILDING — EXISTING GROUND INT PHASE 3 BUILDING —740— FINISHED GRADE IDX PHASE 4 BUILDING FINISHED GRADE INT x EXISTING FENCE x — PROPOSED FENCE IMPERVIOUS AREA -- ADDED IMPERVIOUS AREA NOTE: BUILDINGS AND ASPHALT WILL BE BUILT ON A PHASE BY pI5 PHASE BASIS, SCALE IN FEET SITE PLAN I INDEX SHEET of APPLICATION DRAWINGS 6 MWATEfE � °.• -� 745 � / 750 // PREVIOUS PROPERTY BOUDARY '\ /' 750 OVERHEAD ELECTRIC /' •. fix- •,» 'f EASEMENT , - / • � �• „� air F�+'r. �!'� 6 �.?°1 e�"p�G I 755 + .. �,•,': o't"�i 'f-i: 's " •r• , ' � t�aG OVERHEAD ELECTRIC 4.1 N`v.tS`•i=�•^(ARCLENGo / ce, • sty o\`o i, f .vt : . V a �'>i�l ..:• .: � •^ c 7+•:.r� 5<��Ge I / .'��, r •,4s5cgASE�.s�,+ "•;r> t7 r'y�:�4 ��,� 01 / _/' �� Y:.: J. r{///.�• "�.i:T 1'. ANG 100, O V _ .w•:.tl • j G w N mG SZ�dG i � 100 � oo , .. �� • w i.0 Tf� L�• ///.4,o Da , ,'•Yf ��•+�✓f 'r T :G G PAD"::'. hi? t •SCi' 765 .�-s� >,` • '� Y'�%F#, 1 • .. � 33• ENTRANCE CENTERLINE CONCRETE RETAINING WALL V 9Ixng L OVERHEAD ELECTRIC OVERHEAD ELECTRIC RAISED CONCRETE WALLS GARAGE - EASEMENT LEGEND i j -7G EXISTING GROUND IDX 5 EXISTING GROUND INT u X PAVEMENT OUTLINE D FENCE n SCALE IN FEET d I� Carlson "`v °�: PT,ax TWIN CITIES SELF STORAGE s1oo wan.aviz ie.mr Qe�h mat m.:q.",mmn"ano" m"wme: Danat w Dia.": m. o siv.. �c s eD rox vuxx�xo>rv'nova, ,LLC SITE PLAN 2 •,wwn�m Naog nam. nx ssss9 a reoon.a: cRoame er me "."a.. mr EXISTING CONDITIONS of McCain �9 m•M °ne (953) 63900 e1 nvcerv5 nanE Ne[lamaeuly gn mre g' D q EDIn ;s„, ,y w• v,�" "� xa":e gmess Engtr.:a,Mer 1900 ASKA, MNON `"""`wmewx""'""g°° .:'_iut+ „re„ ""° CHASKA, MN 55318 APPLICATION DRAWINGS 6 ALTA/ACSM LAND TITLE SURVEY I..IQ (®.Ra• (w s<nw.. a iM. rgnnleryrl n. xe. 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'952)3GE]9p0 ",.,.�r�o�m��.mm tx�r�nnr wt mn da".e�araew� x,M x,,,K: wxr) o'nz.a:orewaan^rewNaa.mr m,mz,ce,.maaa�emanamaemr 54^+dre: m:a"r.a�:mad sa ��e., `�"'"`°`"`spm°`" gda p":1�"¢""°: °=' TWIN CITIES SELF STORAGE LLC / 19005TOUGHTON AVENUE CHASKA, MN 55318 SITE PLAN APPLICATION DRAWINGS TOPSOIL STRIPPING PLAN 3 of 6 ora..: wn 9)5/le om waxmeow"ruxx)rcnwxwu 9 rxa. plc ° `: '/�"• ' W ST LO EXPANSION: \ ' 1 6 653 CY OF TOPSOIL \ ' SOILTYP--E: PB 1 TOPSOIL DEPTH: 16" 1 1 1 1 -------- SO L TYPE: P XISTING GRAVEL/CONRETIE n TOPSOIL DEPTH: 16" REAS. NO STRIPPING REQUIRED S( _J LEGEND — — — — —� -- SOIL POLYGON OUTLINE x i n — — — — — — TOPSOIL STRIPPING EXTENTS STOCKPILE EXCESS TOPSOIL HERE I (�\\-_________ AREAS NOT REQUIRING STRIPPING 1 6,802 CY OF TOPSOIL STRIPPED e m 958 CY OF TOPSOIL REQUIRED FOR SITE RESTORATION Sa E IN FET 5,843 CY OF EXCESS TOPSOIL FOR STOCKPILING ^�, y C�V{.7rI.SQn •ena-ermam F«m aa9 9 In •.�..eri+e s9po w9n.ar tz nadena�.�,nxss3s9 Vaone'. '952)3GE]9p0 ",.,.�r�o�m��.mm tx�r�nnr wt mn da".e�araew� x,M x,,,K: wxr) o'nz.a:orewaan^rewNaa.mr m,mz,ce,.maaa�emanamaemr 54^+dre: m:a"r.a�:mad sa ��e., `�"'"`°`"`spm°`" gda p":1�"¢""°: °=' TWIN CITIES SELF STORAGE LLC / 19005TOUGHTON AVENUE CHASKA, MN 55318 SITE PLAN APPLICATION DRAWINGS TOPSOIL STRIPPING PLAN 3 of 6 ora..: wn 9)5/le om waxmeow"ruxx)rcnwxwu 9 rxa. plc ° `: '/�"• i ..I I I I I I� A X X X Y— X— X� R— x— % rZ�3 I � I � I I P1 I EL: 766.2 I 65 I I I I - - - l i �_—_ --�_ _--�'-=�w►��--_—_.r�—...�_—_ LEGEND PHASE I BUILDING —74D— EXISTING GROUND IDX X PROPOSED FENCE PHASE2BUILDING EXISTING GROUND INT IMPERVIOUSAREA PHASE38UILDING —740— FINISHED GRADE OX EXISTING TIRE E(NOT TO BE REMOVED) I PHASE4BUILDING FINISHED GRADE INT X — EXISTING FENCE PROPOSED TREE NOTE: BUILDINGS AND ASPHALT 9 .o x w WILL BE BUILT ON A PHASE BY ��'.��' r PHASE BASIS. SCALE IN FEET TWIN CITIES SELF STORAGE LLC 4A ° 9iv3a °' s°enm®m%nXhv%c Xwmvu t SITE PLAN 1900 STOUGHTON AVENUE APPLICATION DRAWINGS WEST LOT GRADING PLAN of ' CHASKA, MN 55318 6 I fjCarlson�I9-ar'= N,wnmrta WiryNss3s9 + I I I �M �3. + - I I I �9Fediy P., pone (95])) F3900 P3P2 I I I McCain I I I P yon p ¢i alE a.IXa uMa EL: 765.5 L EL: 765.6 melon:Wme state or.1- EL: 765.9 I I I I I I I I I I I � I � I I P1 I EL: 766.2 I 65 I I I I - - - l i �_—_ --�_ _--�'-=�w►��--_—_.r�—...�_—_ LEGEND PHASE I BUILDING —74D— EXISTING GROUND IDX X PROPOSED FENCE PHASE2BUILDING EXISTING GROUND INT IMPERVIOUSAREA PHASE38UILDING —740— FINISHED GRADE OX EXISTING TIRE E(NOT TO BE REMOVED) I PHASE4BUILDING FINISHED GRADE INT X — EXISTING FENCE PROPOSED TREE NOTE: BUILDINGS AND ASPHALT 9 .o x w WILL BE BUILT ON A PHASE BY ��'.��' r PHASE BASIS. SCALE IN FEET TWIN CITIES SELF STORAGE LLC 4A ° 9iv3a °' s°enm®m%nXhv%c Xwmvu t SITE PLAN 1900 STOUGHTON AVENUE APPLICATION DRAWINGS WEST LOT GRADING PLAN of ' CHASKA, MN 55318 6 I fjCarlson�I9-ar'= N,wnmrta WiryNss3s9 deor¢m�martl,°la..w�°v°oa revort nos v.ewR1Mmea umer mr �M �3. �9Fediy P., pone (95])) F3900 °Irect wCenlslon an° mat 1 am a Eulr k McCain n<YI^9 n (arl5pnmv'eln.mm yon p ¢i alE a.IXa uMa L melon:Wme state or.1- oap:9 ya rlyru I � I � I I P1 I EL: 766.2 I 65 I I I I - - - l i �_—_ --�_ _--�'-=�w►��--_—_.r�—...�_—_ LEGEND PHASE I BUILDING —74D— EXISTING GROUND IDX X PROPOSED FENCE PHASE2BUILDING EXISTING GROUND INT IMPERVIOUSAREA PHASE38UILDING —740— FINISHED GRADE OX EXISTING TIRE E(NOT TO BE REMOVED) I PHASE4BUILDING FINISHED GRADE INT X — EXISTING FENCE PROPOSED TREE NOTE: BUILDINGS AND ASPHALT 9 .o x w WILL BE BUILT ON A PHASE BY ��'.��' r PHASE BASIS. SCALE IN FEET TWIN CITIES SELF STORAGE LLC 4A ° 9iv3a °' s°enm®m%nXhv%c Xwmvu t SITE PLAN 1900 STOUGHTON AVENUE APPLICATION DRAWINGS WEST LOT GRADING PLAN of ' CHASKA, MN 55318 6 la Easement per POND BOTTOM ELEVATION• \ \ 740 `-------------- % ------------------ LEGEND —700— EXISTING GROUND IDX EXISTING GROUND INT % ---740— FINISHED GRADE IDX �1 FINISHED GRADE INT Iw 0 SG1LE IN FEET Q C�carison g ` •enuiovnenld ssoowyn..ariz Wade wiry nx 5sis9 Ineaer�uvhme�mi:wa..:v�6moo� elmctowpervlslon an�tl�Mla�n eue p, my mMwme: a,ul. o.e..: olw x6v o.iF ev o6srnwnoN o Win, on suenmm NW rurwlx6 nwwvu sq�annz: OegRa: TWIN CITIES SELF STORAGE LLC SITE PLAN 4B N d e^9HenF9 µ�mne� 195zJ 3 6-3900 nzea Rohsvo�wl Fngln�a uNe" ola 19005TOUGHTON AVENUE POND EXPANS of �M�(V��V Mr�a QI� nso�numi�.mm Neie.,:mnK sr�m m,m.esev me: wvu use.: wssv wm: v ie APPLICATION DRAWINGS 6 CHASKA, MN 55318 POND --- ��745 CEN RAL 750 ♦ \ \. \ SITE 7E AS SI NAG WEST 7srp��G* t SITE m, I A E m m 755 ^" I + /' / 765 1 I /Orr / E rs SITE ♦� �j ,`�� RAINAGE\� EAS SITE/ RA AGE moi" ----- -- CENTRAL ' i ' 1 SITE (DRAINAGE 765 ! / - --- -- --- -- ---- — — P m fo s OVERHEAD ELECTRIC _ LEGEND EASEMENT —740— EXISTING GROUND IDX i i EXISTING GROUND INT EXISTING DRAINAGE CATCHMENT s i i,m 9 stxE IN � i (sl00^ayiz a�efi' r d+spsi, nmuo-� aer..,.: o.wi. orn "�o wovwnu oanz woa[rsartx*wennowx s cuxx�xc awTWIN CITIES SELF STORAGE, LL SACarlson n%.s,nxss3m SITE PLAN McCain °""" "''�"'°° "° °�� 1900STOUGHTONAVENUE EXISTING STORMWATER PLAN of aMn^s w«,,.vnso^^m^.� msl.., a„,�R,.s�M„ss«, o.�,,m,R,, ,,s, o.�, wv.. APPLICATION DRAWINGS CHASKA, MN 55318 6 � 0 E 0 1 / , , SITE / I DISTURBED Q AG / wo til�- — — %785= - - � Q P3 P P E1,�S EL 766 m,M EST SlfWEST SITE NDISTURBED � SWALE DRAINAGEXli -- DRAIN E— a -� E , i �Y � , f - am w 0 aa��1//1// _1\ IM 1 Y wig 2 I LEGEND —740— EXISTING GROUND IDX EXISTING GROUND INT x� x� PROPOSED DRAINAGE CATCHMENT MA DRAINAGE ARROW r vr7�� I 0TI L...L o /� Carlson • Ar,=:ntd s3a0la3n.ay tz napkwro,nxss3ss rme�r amry mar mm da^. " vmwazvreGzre EY me^ranee y man wart. ue.re om rav oA3E er oEscaiano. o wvu om suenmm o waxr n wu TWIN CITIES SELF STORAGE `LC SITE PLAN SB McCain •�^9�^K^^9 Poonc (9R)3W-3WO LWW.: x^W^^e^e am.ewv ree.0^, E^9^� sye.w2: oag�a: mx 1900 STOUGHTON AVENUE PROPOSED STORMWATER PLAN of „^g ..,.vaO in— WeW_,a me m..ame sbx or nm^esou asset APPLICATION DRAWINGS prc�,y�a umve O: pxwvu CHASKA MN 55318 6 i s-% a I � �-- ,�/ �� / '. ice.- i/ \ `• - 1 %derrte _ P4 / /` - i _ ! 00, r ' 100, 000 r �. /. i / 1 % i Q C) J� I 0 a." IF 8,000 M KLj: /. ' / • yy yam_- - • •x LEGEND – _– –_ – i-- _-_ - x z z PHASE I BUILDING — —740 EXISTING GRWNDIDX _ m PHASE2 BUILDING EXISTING GROUND INT E n PHASE 3 BUILDING —740— FINISHED GRADEIDX dl —� PHASE 4 BUILDING FINISHED GRADE NT REVEGETATION AREA EYJSTING FENCE PROPOSED FENCE L / IMPERVIOUS S' NOTE: PLACEOF TOPSOIL IN OEE EXISTING TR(SNOT TO BE REMOVED) REVEGETATK)N AREAS 50 NEW TREES TO BE PLANTED IN A STAGGER e TREE TYPE QUANTITY, PROPOSED TREE BLACK SPRUCE 20 NOTE: M ADDITIONAL 15 TECHM BLUE SPRUCE 10 ARBORVITAE WILL BE PLANTED 3 WHITE PINE 10 FOR ADDITIONAL SCREENING. RED OAK 5 °......5 HMD MAPLE 5 $CME IN FEET E r ( Carlson m.rmmmta 5300 X9nwaY 12 NaoNpla;�,NNss3w IMM Q,Ah IN[tliapM, WatlM1rzhn mn Nvre: Da+tl J. vrtwr[waspraLan4N'rrevmOvmY ox Drwn D. D 9/Yla DNpa1:DR 4 DA SDBM�R®WRnxrvwxG TWIN xnvLvu CITIES SELF STORAGE LLC F 190 AVENUEMcCain SITE PLAN SITE RESTORATION PLAN 6 of W 14 —y -mm. n: CHASKA, MN 55318 APPLICATION DRAWINGS 6 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 Shana N. Conklin Amy B. Schutt David H. Schultz 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association March 19, 2015 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chanhassen — Miscellaneous Recording Dear Kim: !ece/kFO C��yoFcy2 �ZQ1S ASSFAI Pursuant to your letter of January 5, 2015, enclosed herewith is the original recorded Site Plan Agreement #2014-31. Please note that this Site Plan Agreement was recorded with the Carver County Recorder on January 14, 2015, as Document No. A604538. If you have any questions regarding the above, please give me a call. cjh Enclosure ns739N I Very truly yours, CAMPBELL KNUTSON Professional Association Legal Assistant SCANNED Document No. OFFICE OF THE A 604538 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on January 14, 2015 2:15 PM Fee: $46.00 509538 II I I'III) I I II'II III LundgrenMark County Recorder CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2014-31 TWIN CITIES SELF STORAGE SPECIAL PROVISIONS AGREEMENT dated November 10, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Twin Cities Self Storage Chaska, LLC, a limited liability company (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for five additional, one-story, 14,250 square -foot storage buildings (referred to in this Agreement as the "project"). The land is legally described as shown on Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnishes 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 Agreement, the written terms shall control. The plans are: Plan A: Site Plan prepared by Carlson McCain, dated 9/5/14. Plan B: Grading, Drainage and Erosion Control Plans prepared by Carlson McCain, dated 9/5/14. Plan C: Landscaping Plan prepared by Carlson McCain, dated 9/5/14. 4. Time of Performance. The Developer shall install all required screening and landscaping by September 1, 2015. 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 terns of this Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $25,000.00 (drainage, 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. 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. Bruce Lamo Twin Cities Self Storage 1900 Stoughton Avenue 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 approved a site plan for five additional 14,250 square -foot storage buildings subject to the following conditions: Building: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota c. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Detailed occupancy related requirements will be addressed when complete building plans are submitted. Engineering: a The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. b. The hydrologic modeling must be completed with accepted literature values for the soil type present or the applicant must provide evidence that the infiltration rates are equal to the 3.97 inches per hour assumed for the model. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(I)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. c. A comprehensive, standalone SWPPP document with all elements required by Part III of the NPDES construction permit, the provided checklist and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to removal of any existing surfaces or structures, and removal of vegetation will be allowed or any grading permit will be issued. d. The conveyance must be stabilized along the entire length and energy dissipation and erosion prevention practices must be designed and implemented to protect the infiltration basin from unnecessary sediment deposition. e. The applicant shall include a materials list and engineers opinion of cost for all items necessary to meet the SWPPP requirements for erosion prevention and sediment control including the materials necessary for six (6) inches of topsoil and final stabilization. This amount shall be collected as escrow for erosion control. f. The applicant shall prepare an operations and maintenance manual for the channel. g. Assurances shall be provided for the conveyance channel consistent with the MS4 permit requirements for systems not owned and maintained by the MS4 permittee. Specifically. 1) It must allow for the city to conduct inspections, perform maintenance and assess costs when the permittee determines that the owner and/or operator of the structural stormwater BMP has not conducted maintenance. 2) It must include conditions that are designed to preserve the pemmittee's right to ensure maintenance responsibility ...when those responsibilities are legally transferred to another party. 3) It must include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part ULD.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stormwater management in Part M.D.5.a(2) continue to be met h. The applicant must procure and comply with the requirements of all other jurisdictional agencies with authority over the project area. i. The plan shall be redrawn to 50 -scale or larger, and must show the location of the benchmark used in the survey. j. The first floor elevation and comer elevations of the nearby buildings must be labeled to confirm that the grading will allow water to flow away from all structures onsite. k. The pond's Emergency Overflow Elevation and location must be shown on the plans. 1. Due to the location of the open channel drainage, the developer's engineer shall submit phased grading and erosion control plans. The plan phasing shall illustrate the erosion control that will be in place as the different buildings are constructed in Phase 1 through Phase 4. m. The plan sheets must identify any proposed stockpile locations and the erosion control measures to contain them. n. The aisles around the perimeter of the buildings must meet a minimum of width of 30 feet to allow 8-foot parking on one side and a 22-foot driving aisle. o. The comers of the parking lot shall be modified to provide adequate aisle width. Environmental Resources Specialist: a. The applicant shall provide landscape buffers to the north of buildings P2, P3 and P4 and the west of P3. The required number of trees for the vehicular use area shall be incorporated into the buffer landscaping. b. The applicant shall submit a revised landscape plan showing the additional buffers as well as an alternate selection to blue spruce. Fire: a. The new buildings will be required to have an approved fire sprinkler suppression system installed. Plans shall be drawn by a sprinkler design professional and submitted to Chanhassen Fire Marshal for review and approval. b. Twelve-inch building address numbers must be installed on each end of the building. Numbers must be of contrasting color. Contact Fire Marshal for additional information. c. "No Parking Fire Lane" signs will be required. Contact Fire Marshal for specific areas to be signed. Planning: 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 applicant shall create a zoning lot and recombine the two properties as one parcel. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 4 CITY OF CHANHASSEN BY. gh A. Furlong, or AND-. — — Todd Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisday ofd 20A 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. KIM T. MEUWISSEN Notary Public -Minnesota My C Isaw Exp1m Jen 31, 2015 STATE OF MINNESOTA ) ( ss. COUNTY OF CI ) DEVELOPER: Twin Cities Self Storage Chaska, LLC BY: .z Its The foregoing instrument was acknowledged before me this3�day of � e( 20�by'an ,eLnmc--,) the OlU(lt'a.^ of Twin Cities Self Storage Chaska, LLC, a Minnesota limited liability company on b half of said company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard ,.s"`^ ti DEEANN M. TRIETHART P. a Box n, Chanhassen, 55317 i Notary Public -Minnesota Z.^ : M Comma (952) 227-1100 00 Y Won FvpMse Jan 31,20% CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" 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 wan -anted 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. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims 0 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 Agreement, 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 Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement 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 Agreement 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 Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall VA not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer fimrther 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. U MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT L MMM&& -1 &,,1 k &,-v ffffa6, which holds a mortgage or/the subject property, the d6velopment 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 oil its mortgage. Dated this r day of emot 4fly —,20-/Y. STATE OF MINNESOTA ) ( ss. COUNTY OF (IA"U- ) The foregoing instrument was acknowledged before me this L� day of PX C9-� , 20t- by -Pojt W PAaa-6, the. -7 giv)iov �I,ce 1'r�az4 of . OR CAITLIN M KERBER NOTARY 7UBUC•MINNESM MY Camtleekn EWk aJon. 31.2018 DRAFTED BY: City ofChanh xsr 7700 Marka Bouk- and P.O. Box 147 Chanh&s = MN 55317 (952)227-1100 EXHIBIT A PARCEL A: That part of the Southeast Quarter of the Southwest Quarter and that part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southeasterly of the southeasterly right-of-way line of the Chicago and Northwestern Railroad, southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61, and westerly and northerly of the following described line: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to the southwesterly right-of-way line of said County State Aid Highway No. 61 and there terminating. PARCEL B: That part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61; northwesterly of the northwesterly right-of-way of County State Aid Highway No. 10 (Stoughton Avenue, formerly the Chaska and Shakopee Road); and easterly and southeasterly of the following described line: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter, thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to said southwesterly right-of-way line of County State Aid Highway No. 61 and there terminating. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: Commencing at the southeast corner of said Southwest Quarter of the Southeast Quarter; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64 degrees 30 minutes West 170 feet to point of center of said road; thence North parallel to East line of said Southwest Quarter of the Southeast Quarter to south line of County State Aid Highway No. 61; thence southeasterly along south line County State Aid Highway No. 61 to point where same intersects East line of said Southwest Quarter of Southeast Quarter; thence south along said east line to place of beginning. 10 Generous, Bob From: Generous, Bob Sent: Thursday, September 03, 2015 10:21 AM To: 'Bruce Lamo' Subject: FW: Escrow deposit completion Attachments: IMG_20150902_105312906.jpg Bruce, Total security was as follows: landscaping - $12,400, erosion control and drainage -$12,600 I will be able to return 90% of the landscaping escrow ($11,160) and will retain 10% for one full growing season ($1,240). As you can see from the discussion below, only a portion of the erosion control and IaadAeeVMg can be returned. You should submit the following as outlined in the site plan agreement: 6y ` 04e 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. Rather than make two separate checks, I'll wait until you submit the required information to release the erosion control and drainage with the landscaping. If you have any questions or need more information, please contact me. Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerous@ci.chanhassen.mn.us Chanhassen is a Community for Life— Providing for Today and Planning for Tomorrow From: Smith, Stephanie Sent: Wednesday, September 02, 2015 3:33 PM To: Generous, Bob Subject: RE: Escrow deposit completion Please inform Bruce that his site is not fully stabilized for erosion control. I have attached a photo that our erosion control inspector took showing bare areas, and the area near the pole has not yet been seeded. Furthermore, TC Storage was approved for two additional buildings under the $25,000 escrow and site plan agreement. We must retain adequate escrow to cover the construction process of those buildings and adjacent parking lot as well. Thank you, Stephanie Stephanie Smith, P.E. nssen. Project Engineer ® CITY OF CHAV seen. N shsmith�'ri. rhmJ� mn. ns P: 952-227-1165 / F: 952-227-1170 7700 Market Blvd, PO Box 147, Chanhassen, n1N 55317 From: Generous, Bob Sent: Monday, August 31, 2015 8:18 AM To: Sinclair, Jill; Smith, Stephanie Subject: FW: Escrow deposit completion Can we release/reduce the LC? From: Bruce Lamo[mailto:brucelamo(aDtwincitiesstorage.coml Sent: Friday, August 28, 2015 8:10 PM To: Generous, Bob Subject: Escrow deposit completion :0 The required trees are planted, the irrigation system is in place and operational, and the required grading as specified in the site plan is complete. Attached is a copy of the as - built drawing I believe required by the City Engineering Dept. I have the CAD file as well but for some reason I was unable to attach it to this email. If Engineering requires a CAD file please let me know and I will get copy delivered one way or another. I believe this satisfies the requirements of my $25,000 escrow deposit and would like to see its return so I can pay my contractors. Please let me know if anything else is required. Bruce Lamo z Twin Cities Self Storage 612.702.8920 Twin Cities Self Storage Expansion Erosion Control Cost Estimate Task Unit Rate Quantity Total Price Furnish and Install Silt Fence $3.45 1,176 LF $4,057.20 Furnish and Install Erosion Blanket $1.80 1,211 SY $2,179.80 Load, Haul, Place Topsoil $2.20 1,428 CY $3,141.60 Furnish and Install Riprap 1 $60.001 40 SY 1 $2,400.00 Final Price 1 $11,778.60 ZLC _ 12 / — 0 1Z-&�,00 ) 2 t{�o : Z, C', �S `�-,- r ))])t,,2D. Non -Scannable Item Item Job Number �3 Box Number �� % Folder Number no ERE MM� Folder Name M'°14 Job Number �3 Box Number �� % Carlson McCain Site PlanApplication Drawings & Stormwater Analysis Twin Cities Self Storage, LLC. 9.5.2014 Twin Cities Self Storage Expansion Erosion Control Cost Estimate Task Unit Rate Quantity Total Price Furnish and Install Silt Fence $3.45 1,176 LF $4,OS7.20 Furnish and Install Erosion Blanket $1.80 1,211 SY $2,179.80 Load, Haul, Place Topsoil $2.20 1,428 CY $3,141.60 Furnish and Install Riprap $60.001 40 SY $2,400.00 Final Price $11,778.60 It 0-9-� mac' Z iz`+aQ >t� 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 Shana N. Conklin Amy B. Schutt David H. Schultz 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association March 16, 2015 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chanhassen — Miscellaneous Recording Dear Kim: MRkc'& f 017I,OP6;4/44V 015 y44NC,s �ssFti Pursuant to your letter of January 5, 2015, enclosed herewith is the original recorded Conditional Use Permit #2014-31. Please note that this Conditional Use Permit was recorded with the Carver County Recorder on January 14, 2015, as Document No. A604539. If you have any questions regarding the above, please give me a call. cjh Enclosure 178739v1 Very truly yours, CAMPBELL KNUTSON Professional Association Legal Assistant SCANNED Document No. OFFICE OF THE A 604539 COUNTY RECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on January 14, 2015 2:15 PM Fee: $46.00 504539 Mark County Recorder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2014-31 1. Permit. Subject to the terms and conditions set forth herein and with the Amended and Restated Conditional Use Permit 87-2/ Interim Use Permit 92-1 recorded on November 12, 2008, Document No. 491605, and Conditional Use Permit 87-2/ Interim Use Permit 92-1 recorded with Carver County on April 23, 1992, Document No. 134346, the City of Chanhassen hereby grants: A Conditional Use Permit for expansion of a cold storage and warehousing facility for a total of 11 storage buildings. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a. The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4. b. The development shall comply with Site Plan 2014-31, plans prepared by Carlson McCain, dated September 5, 2014. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terns of this conditional use permit is a criminal misdemeanor. Dated: November 10, 2014 SCANNED (SEAL) STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY: Tom Furlong, Mayor AND: � L/,:� Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this _a-41 day of j &M* (d 2014, 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. KAREN DTota, 2015 SCANNED EXHIBIT A PARCEL A: That part of the Southeast Quarter of the Southwest Quarter and that part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southeasterly of the southeasterly right-of-way line of the Chicago and Northwestern Railroad, southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61, and westerly and northerly of the following described line: Commencing at the southwest comer of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to the southwesterly right-of-way line of said County State Aid Highway No. 61 and there terminating. PARCEL B: That part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61; northwesterly of the northwesterly right-of-way of County State Aid Highway No. 10 (Stoughton Avenue, formerly the Chaska and Shakopee Road); and easterly and southeasterly of the following described line: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to said southwesterly right-of-way line of County State Aid Highway No. 61 and there terminating. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: Commencing at the southeast comer of said Southwest Quarter of the Southeast Quarter; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64 degrees 30 minutes West 170 feet to point of center of said road; thence North parallel to East line of said Southwest Quarter of the Southeast Quarter to south line of County State Aid Highway No. 61; thence southeasterly along south line County State Aid Highway No. 61 to point where same intersects East line of said Southwest Quarter of Southeast Quarter; thence south along said east line to place of beginning. g:\plan\2014 planning cases\2014-3ltwin cities self stomge cup spr\cup tc self stomge.doc CITY of CHANHAS3EN 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 9522271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.2271310 Senior Center Phone: 952.2271125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us G - TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: November 10, 2014 0�9` SUBJ: Twin Cities Self Storage Conditional Use Permit/Site Plan Planning Case #2014-31 PROPOSED MOTION "The Chanhassen City Council approves the amendment to the Conditional Use Permit to allow I 1 storage buildings for cold storage and warehousing; and approved the Site Plan for five 14,250 square -foot one-story storage buildings subject to the conditions of the staff report, and adopts the Findings of Fact." City Council approval requires a simple majority vote. EXECUTIVE SUMMARY The applicant is requesting an Amendment to Conditional Use Permit 1987-02 to increase the number of storage buildings from 8 to 11 incrementally as units are filled, and Site Plan approval for five additional storage buildings. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on October 21, 2014 to review the project. The Commission voted 6 to 0 in favor of a motion recommending approval of the project. The Planning Commission discussed the proposed development and clarified that a revised landscape plan, locating trees around the buildings expansion area, must be prepared prior to construction beginning, and the grading plan must be revised to address the SWPPP requirements. The Planning Commission minutes for October 21, 2014, are included in the City Council agenda packet for November 10, 2014. I_ "[$]51JJ13W`7:11-1 OW Staff recommends approval of the Twin Cities Self Storage project. ATTACHMENTS 1. Conditional Use Permit #2014-31 2. Planning Commission Staff Report Dated October 21, 2014. 14-31 gAplan\2014 planning cases\2014-31 twin cities self sunage cup spr\executive summary.doc SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2014-31 1. Permit. Subject to the terns and conditions set forth herein and with the Amended and Restated Conditional Use Permit 87-2/ hiterim Use Permit 92-1 recorded on November 12, 2008, Document No. 491605, and Conditional Use Permit 87-2/ hrterim Use Permit 92-1 recorded with Carver County on April 23, 1992, Document No. 134346, the City of Chanhassen hereby grants: A Conditional Use Permit for expansion of a cold storage and warehousing facility for a total of 11 storage buildings. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a. The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4. b. The development shall comply with Site Plan 2014-31, plans prepared by Carlson McCain, dated September 5, 2014. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: November 10, 2014 CITY OF CHANHASSEN M (SEAL) STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) Tom Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this day of 2014, 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 2 EXHIBIT A PARCEL A: That part of the Southeast Quarter of the Southwest Quarter and that part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southeasterly of the southeasterly right-of-way line of the Chicago and Northwestern Railroad, southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61, and westerly and northerly of the following described line: Commencing at the southwest comer of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to the southwesterly right-of-way line of said County State Aid Highway No. 61 and there terminating. PARCEL B: That part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61; northwesterly of the northwesterly right-of-way of County State Aid Highway No. 10 (Stoughton Avenue, formerly the Chaska and Shakopee Road); and easterly and southeasterly of the following described line: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to said southwesterly right-of-way line of County State Aid Highway No. 61 and there terminating. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: Commencing at the southeast comer of said Southwest Quarter of the Southeast Quarter; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64 degrees 30 minutes West 170 feet to point of center of said road; thence North parallel to East line of said Southwest Quarter of the Southeast Quarter to south line of County State Aid Highway No. 61; thence southeasterly along south line County State Aid Highway No. 61 to point where same intersects East line of said Southwest Quarter of Southeast Quarter; thence south along said east line to place of beginning. g:\plan\2014 planning cases\2014-31twin cities self storage cup spt\cup tc self stolage.doc CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: October 21, 2014 — t CC DATE: November 10, 2014 REVIEW DEADLINE: November 18, 2014 CASE #: 2014-31 BY: RG, TJ, ML, JM, JS, SS "The Chanhassen Planning Commission recommends that City Council approve the amendment to the Conditional Use Permit to allow 11 storage buildings for cold storage and warehousing; and site plan review for five 14,250 square -foot one-story storage buildings subject to the conditions of the staff report, and adopts the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting an Amendment to Conditional Use O Permit 1987-02 to increase the number of storage buildings, and Site Plan Review for five additional storage buildings. Twin Cities Self Storage. LOCATION: 1900 Stoughton Avenue and 1875 Flying Cloud Drive (CR 61) (PD) 25-0340120 & 25-0340110) APPLICANT: Bruce Lamo 1900 Stoughton Avenue Chaska, MN 55318 PRESENT ZONING: Business Fringe (BF) 2020 LAND USE PLAN: Office Industrial ACREAGE: 16.28 acres DENSITY: F.A.R. 0.17 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. SCANNED Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 2 of 14 PROPOSAL/SUMMARY The applicant is requesting an Amendment to Conditional Use Permit 1987-02 to increase the number of storage buildings incrementally as units are filled, and Site Plan Review for five additional storage buildings. Cold storage and warehousing are a conditional use in the BF district. The BF district was intended to accommodate limited commercial uses temporary in nature without urban services. When urban services become available, this area will redevelop with more intensive uses and the property will be rezoned consistent with the land use plan. The City has undertaken a CSAH 61 Corridor study. This study can be viewed at the following link: www.ci.chanhassen.mn.us/6l corridor. As part of the study, the city looked at land uses, development constraints and urban services for the area. The plan set reviewed included ten (10) plan sheets prepared by Carlson McCain on behalf of Twin Cities Self Storage LLC dated 09/05/2014. In addition, a hydroCAD summary of the proposed stormwater management dated September 4, 2014 was also reviewed. On September 12, 2014 a Surface Water Pollution Prevention Plan was received via email from Dan Riggs of Carlson McCain. Site Characteristics The site where the expansion is to occur is currently used primarily to produce agricultural row crops. The area is tributary to Assumption Creek, a designated trout stream and Seminary Fen. The soils are predominately sandy loam which is relatively resistant to erosion resulting from surface water runoff at shallow grades, but at grades greater than 0.6 feet of rise for ten feet of run (6%) there is a severe risk of erosion resulting from surface runoff.' Rill and gully erosion are prevalent downstream of the existing paved portion of the storage facility. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article IV, Conditional Uses Chapter 20, Article XX, "BF" Fringe Business District BACKGROUND On May 4, 1987, the Chanhassen City Council approved Conditional Use Permit (CUP) 87-2 which was comprised of 16.29 acres (area outlined in red in the photo below); the subject site (Parcel A: 6.82 acres); and the abutting parcel to the north and west (Parcel B: 9.47 acres). The CUP was approved for eight storage buildings to be constructed in three phases; a stormwater pond on the northernmost comer of Parcel B; and one monument sign along Stoughton Avenue. ' Natural Resources Conservation Services, Web Soil Survey, 10/10/2014 Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 3 of 14 The storage buildings in Phases I and II were constructed soon after approval of the CUP and occupied approximately 20% of the total 16.29 acres, while Phase III remained vacant. A condition of CUP 87-2 prohibited outdoor storage on the site. On February 10, 1992 the Chanhassen City Council approved an amendment to CUP 87-2 to allow the rental of trucks and trailers. This use has been discontinued for over six months and pursuant to city code is now void. On February 24, 1992 the City Council approved the second reading of the zoning ordinance amendment to allow screened outdoor storage as an Interim Use Permit in the Fringe Business (BF) District. The City Council also approved Interim Use Permit 92-1 to allow screened outdoor storage for the mini -storage facility located at 1900 Stoughton Avenue in the Phase III area of the project. Outdoor storage was to end when the building was built in this area. Administrative Subdivision Minnesota State Statue 272.162 exempts commercial parcels that result in an area of five acres or larger from the subdivision process. As such, the 16.29 -acre parcel was administratively subdivided into two parcels, Parcel A (6.82 acres) and Parcel B (9.47 acres), and was recorded at the Carver County offices on June 22, 2004. This lot split did not require a public hearing nor did City subdivision regulations apply. However, the split did not negate the conditional use permit over both parcels. On October 13, 2008, the Chanhassen City Council approved an amendment to Conditional Use Permit #87-2 to permit a total of 60 outdoor storage spaces to be located in Phase III of the site. Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 4of14 In the future, a new roadway connection may be necessary to provide access to the property. As part of a 2005 study, the connection shown below was the preferred alignment. The roadway could also cul-de-sac at the western end of the project site if access to Stoughton Avenue is not required. The proposed storage buildings expansion would still preserve either of these options by being set back sufficiently from the south and west property lines to permit extension of a public road and right-of-way. Additionally, since only 40 percent of the site would be developed, there is the potential to redevelop the western portion of the property with more intensive uses when sewer and water become available. CONDMONAL USE PERMIT Cold storage and warehouse uses are conditional uses in the Fringe Business District and permitted uses in the Industrial Park District. The amendment to the conditional use is due to the increase in the number of storage buildings proposed for the property from 8 to 11. There are no specific standards provided for storage facilities in Chapter 20, Article V, Conditional Use Permits, so the city must review the Conditional Use Permit using the general standards. The planning commission shall recommend a conditional use permit and the council shall issue such conditional use permits only if it finds that such use at the proposed location: (1) Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. (2) Will be consistent with the objectives of the city's comprehensive plan and this chapter. Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 5 of 14 (3) Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. (4) Will not be hazardous or disturbing to existing or planned neighboring uses. (5) Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. (6) Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. (7) Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fiunes, glare, odors, rodents or trash. (8) Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. (9) Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. (10) Will be aesthetically compatible with the area. (11) Will not depreciate surrounding property values. (12) Will meet standards prescribed for certain uses as provided in this article. Staff finds that the proposed development complies with these general issuance standards. The applicant is upgrading the building material to better comply with the city's design standards. Additionally, all vehicular use areas around the buildings will be accessed over asphalt surfaces rather than gravel or class five materials. The outdoor storage on the property is limited to the area around proposed building P4. Once this building is constructed, outdoor storage may not continue on the site. The 60 parking stalls for various vehicle storage shall be confined to this area. The use must comply with the plans and requirements of the site plan. GENERAL STI'E PLAN/ARCHITECTURE The applicant is proposing the construction of five 14,250 square -foot storage buildings. These buildings would be built over time as each structure is fully leased. Buildings are one story with entry garage doors on each side and a central access passageway. Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 6 of 14 4 \ c \\\; \\ • sir 1 1 I i Size Portion Placement Buildings are low profile, one-story storage buildings. Units are provided on both sides of a central access corridor. Four of the buildings are oriented north -south on site with access doors on the east and west. The fifth building follows the orientation of the existing buildings with a southwest to northeast orientation. Material and Detail and Color The primary building material consists of sand color stucco. The ends of the buildings have a base of brown utility brick, which provide architectural differentiation as well as a durable surface. The roof is a lighter brown, standing seam metal. Overhead doors are also lighter brown. Height and Roof Design The roof eve is 10 feet. The roof has shallow slope. The roof is a lighter brown standing seam metal. Facade Transparency Overhead doors are located on the east and west building elevations of four of the buildings and the north and south elevations of the fifth building. One overhead door is located on each end of the building to provide access to the central corridor. All other areas shall include landscaping material. The buildings' use as storage units do not readily allow windows. Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 7 of 14 Site Furnishing The applicant is providing landscaping for the site. The use of the property as a storage facility does not lend itself to other site amenities. Lighting The applicant is installing wall -mounted lighting fixtures around the buildings. All wall - mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees. Loading Areas, Refuse Area, etc. Refuse service must be provided for the overall project. Individual buildings may not have individual trash service. Lot Frontage and Parking location The site has frontage on two streets, Stoughton Avenue and Flying Cloud Drive. Parking is in front of each of the buildings. In the future, an extension of Engler Boulevard may provide access to the western portion of the property. Signage There is existing signage for the project. No additional signage is being proposed. ACCESS Access is provided from the existing driveway on Stoughton Avenue. GRADING The proposed design increases runoff rates in all scenarios into the pond. This is not allowable under Section 19-143 of city code. The mapped soil unit Sparta loamy sand, 6- 12% slopes is considered very limited for surface water management systems. This mapped unit is located throughout much of the open channel conveyance. For this reason, as well as the prima facia evidence of rill and gully erosion resulting from surface water flow, the applicant shall install energy dissipation practices within the channel to reduce the likelihood of erosion and limit the extent of damage should erosion occur. Figure 1. Suitability to Surface Water Management Systems Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 8 of 14 StrWe Mier Management, System— Summary by Map link — Carver Cooky, Minnesota (M 1.019 ) Maptnk Mapusitname Rating Comporart Rating reasms Acresin A01 Percent M ADI symbd name (percent) I (r ric Values) ED Esthenklle sandy Not limited 6Zhemlla(90%) 2.7 15.0% loam, 2to 0 pemerd slopes MN MnneiAla loam Not limited Minneiska, 2.8 10.81 occasionally tooded (85%) PA Sparta loamy Not limited Spamd (90%) 5.3 31.1 % and, Oto 2 pemene slopes PB Sparta loamy Not limned Sp aib(OD 4) 3.8 22.4% sand. 2 t 5 pamon t slopes PC Sparta loamy %kryinked Sparte(90%) Slope(100) 2.4 14.1% aid, Oto 12 Witter 6osion pe" slopes (0.14) Trials tow Area of Iterest 172 100.0% Although the conveyance system is to be considered private, assurances need to be put in place to assure that Chanhassen is compliant with their MS4 permit. The specific permit requirements area as follows; a) Conduct inspections, perform maintenance and assess costs when the permittee determines that the owner and/or operator of the structural stormwater BMP has not conducted maintenance. b) Include conditions that are designed to preserve the permittee's right to ensure maintenance responsibility .... when those responsibilities are legally transferred to another party. c) Include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stornwater management in Part III.D.5.a(2) continue to be met The plan shall be redrawn to 50 -scale or larger, and must show the location of the benchmark used in the survey. The first floor elevation and comer elevations of the nearby buildings must be labeled to confirm that the grading will allow water to flow away from all structures on site. The pond's Emergency Overflow Elevation and location must be shown on the plans. EROSION PREVENTION AND SEDIMENT CONTROL Because this will result in greater than one acre of new impervious, it must meet the requirements set forth in the General Permit Authorization to Discharge Stormwater Associated Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 9 of 14 with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). As part of the NPDES the applicant must develop or cause to be developed a Surface Water Pollution Prevention Plan (SWPPP) with all of the elements required under Part III of the permit. Section 18-40 of Chanhassen city code requires that the SWPPP be provided with the preliminary plat submittal. Section 19-145 states that this SWPPP must be a standalone document. The City will make available a checklist of the required elements that can be used by the applicant to develop a SWPPP compliant with the NPDES Construction Permit and Section 19-145 of city code. The SWPPP should be a single standalone document that assembles the required information in one place for ease of review, inspection, maintenance, modification and assurance of compliance. City staff must have reviewed and approved the SWPPP prior to the issuance of a grading permit or any other earth - disturbing activities are allowed. This shall include, but not be limited to, installation of perimeter BMPs, removal of vegetation, dewatering of the basin, removal of any structure or improved surface as well as grading, excavating or placement of fill materials. During construction, every reasonable effort must be made to protect the filtration area from construction impacts. Any dewatering of the pond, if necessary, must have a dewatering plan, approved by the city, prior to executing. This plan must assure that no sediment -laden water leaves the site and shall be incorporated into the SWPPP. Due to the location of the open channel drainage, the developer's engineer shall submit phased grading and erosion control plans. The plan phasing shall illustrate the erosion control that will be in place as the different buildings are constructed in Phase 1 through Phase 4. The plan sheets must identify any proposed stockpile locations and the erosion control measures to contain them. LANDSCAPING Minimum requirements for landscaping at Twin Cities Self Storage include 3,196 square feet of landscaped area and 12 trees around the vehicular use area. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 3,196 sq. ft. >3,196 s . ft. Trees/parking lot 12 trees 0 trees Applicant does not meet minimum requirements for trees in the vehicular use area. The applicant is required to provide bufferyard plantings along property lines. Bufferyard requirements are as shown in the table. Totals represent 75% of the total quantities required, as directed by ordinance: Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 10 of 14 Landscaping Item Required Proposed Bufferyard B —South property line, 600', 30' 4 overstory trees 9 understory trees 50 overstory trees 0 understory trees width 9 shrubs 0 shrubs 1 overstory tree 0 overstory trees Bufferyard B — West property line, 240' 3 understory trees 0 understory trees 3 shrubs 0 shrubs 7 overstory trees 0 overstory trees Bufferyard B — north property line, 500' 15 understory trees 0 understory trees 22 shrubs 0 shrubs Applicant does not meet bufferyard landscaping requirements. Staff recommends that the applicant add buffer plantings to the north side of buildings P2-4 and the west side of P3. This will more effectively screen the buildings and provide a potential transition from the storage buildings to any future development on the site. MISCELLANEOUS The buildings are required to have automatic fire extinguishing systems. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. The new buildings will be required to have an approved fire sprinkler suppression system installed. Plans shall be drawn by a sprinkler design professional and submitted to Chanhassen Fire Marshal for review and approval. Twelve -inch building address numbers must be installed on each end of the building. Numbers must be of contrasting color. Contact Fire Marshal for additional information. "No Parking Fire Lane" signs will be required. Contact Fire Marshal for specific areas to be signed. ' 11 The parking for this site is expected to be alongside the buildings so clients can access their storage. The 40 -foot aisle widths between the buildings can accommodate parking on both sides, as this exceeds the minimum width of 38 feet. The aisles around the perimeter of the buildings must be adjusted to meet a minimum of width of 30 feet to allow parking on one side and a 22 - foot wide driving aisle. The corners of the parking lot shall be modified to provide adequate aisle width. STORMWATER MANAGEMENT This site will exceed the one (1) acre threshold triggering the National Pollution Discharge Elimination System (NPDES) permit. The project will need to meet the requirements of the Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page I 1 of 14 NPDES permits including the Municipal Separate Storm Sewer System (MS4) permit and the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination System/State Disposal System Program (NPDES Construction Permit). In addition to erosion prevention and sediment control practices, this includes permanent stormwater management as discussed in Part III.D of the NPDES Construction Permit and post -construction stormwater management as discussed in Part III.D.5 of the MS4 permit. The NPDES permit program requires that the first inch of runoff from impervious surfaces is retained on-site. If infiltration is prohibited (see Construction Permit Part III.D.I.j), other methods of volume reduction should be evaluated. Volume reduction must occur to the "maximum extent practicable". In either case, the equivalent water quality volume must be treated. The applicant is proposing to expand an infiltration basin that was constructed in 2009 on the north end of the property adjacent to County Road 61. Water will be directed to this feature through a grassed swale. It is unknown how the vegetation will be established, maintained or what species composition will be used. This information must be provided as part of the NPDES permit and erosion prevention and sediment control requirements. The applicant is providing rate control, water quality treatment and volume reduction through the expansion of the infiltration basin. The hydroCAD model assumes that an infiltration rate of 3.97 inches per hour will be achieved but the applicant does not provide any infiltrometer or other assessment to support this assumption. Literature values for soils in the "A" hydrologic group indicate an infiltration rate of no more than 1.63 inches per hour and for sandy loam soils the rate is 0.8 inch per hour.2 The hydrologic modeling must be completed with accepted literature values for the soil type present or the applicant must provide evidence that the infiltration rates are equal to the 3.97 inches per hour assumed for the model. The pond is under easement and the City will maintain as part of their storm sewer system as required under the National Pollution Discharge Elimination System permit. However no easement is being proposed for the overland conveyance. The consulting engineer believes that the channel will be stable and will not result in erosion and subsequent sediment deposition. But as there is already evidence of rill and gully erosion on the property and this swale will discharge to the City's pond the applicant must take measures to guarantee that it will function until it is replaced or no longer needed. This should be in the form of financial assurances should the conveyance deliver sediment to the infiltration basin and result in diminishment of infiltration rates. RECOMMENDATION Staff recommends that the Planning Commission approve the project subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: 2 Minnesota Stormwater Manual; Design Infiltration Rates Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 12 of 14 Conditional Use Permit 1. The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4. 2. The development shall comply with site plan 2014-31, plans prepared by Carlson McCain dated September 5, 2014. Site Plan Buildme: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Detailed occupancy related requirements will be addressed when complete building plans are submitted. En 'sneering: 1. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. 2. The hydrologic modeling must be completed with accepted literature values for the soil type present or the applicant must provide evidence that the infiltration rates are equal to the 3.97 inches per hour assumed for the model. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 3. A comprehensive, standalone SWPPP document with all elements required by Part III of the NPDES construction permit, the provided checklist and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to removal of any existing surfaces or structures, and removal of vegetation will be allowed or any grading permit will be issued. 4. The conveyance must be stabilized along the entire length and energy dissipation and erosion prevention practices must be designed and implemented to protect the infiltration basin from unnecessary sediment deposition. 5. The applicant shall include a materials list and engineers opinion of cost for all items necessary to meet the SWPPP requirements for erosion prevention and sediment control Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 13 of 14 including the materials necessary for six (6) inches of topsoil and final stabilization. This amount shall be collected as escrow for erosion control. 6. The applicant shall prepare an operations and maintenance manual for the channel. 7. Assurances shall be provided for the conveyance channel consistent with the MS4 permit requirements for systems not owned and maintained by the MS4 permittee. Specifically: a. It must allow for the city to conduct inspections, perform maintenance and assess costs when the permittee determines that the owner and/or operator of the structural stormwater BMP has not conducted maintenance. b. It must include conditions that are designed to preserve the permittee's right to ensure maintenance responsibility ... when those responsibilities are legally transferred to another ply. c. It must include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stormwater management in Part III.D.5.a(2) continue to be met 8. The applicant must procure and comply with the requirements of all other jurisdictional agencies with authority over the project area. 9. The plan shall be redrawn to 50 -scale or larger, and must show the location of the benchmark used in the survey. 10. The first floor elevation and comer elevations of the nearby buildings must be labeled to confirm that the grading will allow water to flow away from all structures onsite. 11. The pond's Emergency Overflow Elevation and location must be shown on the plans. 12. Due to the location of the open channel drainage, the developer's engineer shall submit phased grading and erosion control plans. The plan phasing shall illustrate the erosion control that will be in place as the different buildings are constructed in Phase 1 through Phase 4. 13. The plan sheets must identify any proposed stockpile locations and the erosion control measures to contain them. 14. The aisles around the perimeter of the buildings must meet a minimum of width of 30 feet to allow 8 -foot parking on one side and a 22 -foot driving aisle. 15. The comers of the parking lot shall be modified to provide adequate aisle width. Planning Commission Twin Cities Self Storage — Planning Case 2014-31 October 21, 2014 Page 14 of 14 Environmental Resources Specialist: 1. The applicant shall provide landscape buffers to the north of buildings P2, P3 and P4 and the west of P3. The required number of trees for the vehicular use area shall be incorporated into the buffer landscaping. 2. The applicant shall submit a revised landscape plan showing the additional buffers as well as an alternate selection to blue spruce. Fire: 1. The new buildings will be required to have an approved fire sprinkler suppression system installed. Plans shall be drawn by a sprinkler design professional and submitted to Chanhassen Fire Marshal for review and approval. 2. Twelve -inch building address numbers must be installed on each end of the building. Numbers must be of contrasting color. Contact Fire Marshal for additional information. 3. "No Parking Fire Lane" signs will be required. Contact Fire Marshal for specific areas to be signed. Planning: 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 applicant shall create a zoning lot and recombine the two properties as one parcel. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Applicant's Narrative. 4. Area Schematic of Proposed Development date-stamped September 19, 2014. 5. Colored Building Elevation dated September 19, 2014. 6. Picture of Example of Stucco Material Used on Ballet Royale Minnesota Building dated September 19, 2014. 7. Reduced Copy Site Plan. 8. Reduced Copy Existing Conditions. 9. Reduced Copy Overall Grading Plan. 10. Reduced Copy West Lot Grading Plan. 11. Reduced Copy Pond Expansion Grading Plan. 12. Reduced Copy Proposed Stormwater Plan. 13. Reduced Copy Site Restoration Plan. 14. Amended and Restated Conditional Use Permit#87-2 / Interim Use Permit #92-1. 15. Affidavit of Mailing of Public Hearing Notice. gAplan\2014 phoning cases\2014-31twin cities self storage cup spr\mff report tc storage.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Bruce Lamo for an amendment to the Conditional Use Permit and Site Plan Review on property zoned Fringe Business District — Planning Case #2014-31. On October 21, 2014, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bruce Lamo for an amendment to the Conditional Use Permit to allow 11 storage buildings for cold storage and warehousing, and Site Plan Review and five 14,250 square -foot one-story storage buildings. The Planning Commission conducted a public hearing on the proposed variance preceded by published and mailed notice. The Planning Commission makes the following: FINDINGS OF FACT The property is currently zoned Fringe Business District, BF 2. The property is guided in the Chanhassen Comprehensive Plan for Office Industrial uses. 3. The legal description of the property is shown on the attached Exhibit A. 4. When approving a conditional use permit, the City must detemmine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. Will not be detrimental to or enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. Finding: The original Conditional Use Permit was approved in 1987 and amended in 2008 to allow a total of 60 parking stalls. When sewer and water become available to the site, the parcels may be rezoned to Office/industrial and accommodate a more intense use. Approval of the amendment to the Conditional Use Permit will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. Only 40 percent of the site will be developed through the proposed expansion. The applicant has installed security cameras and an automated entrance gate which is only operable during scheduled business hours. The applicant will provide additional landscaping along the fence line to provided 100 percent screening to Stoughton Avenue. b. Will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. Finding: Cold storage and warehousing are a listed conditional use in the BF district. The site received a conditional use permit in 1987 for the existing mini - storage facility. Sewer and water is not available to the site until Municipal Urban Service Area (MUSA) phasing. Based on the conditions of approval for the amendment to the CUP, the request is consistent with the city's comprehensive plan. The Conditional Use Permit allows reasonable use of the property until sewer and water become available, at which time the site may be rezoned to Office/Industrial which allows a more intense use. Only 40 percent of the site will be developed through the proposed expansion. C. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. Finding: The mini -storage buildings are currently constructed on the site. The 60 stalls for various vehicles were approved in 2008. The character of the area will not change with the addition of the five storage buildings. The proposed building materials are an upgrade from previous storage buildings on site. d. Will not be hazardous or disturbing to existing or planned neighboring uses. Finding: The existing mini -storage facility has been in business since 1987. The additional storage buildings may increase some of the traffic to the site; however, the mini -storage has specific hours. The gate automatically closes and is locked between the hours of 10 p.m. and 6:30 a.m. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Finding: The site does not have sewer and water services available to the site. The detention pond will provide adequate drainage and stormwater treatment prior to entering Assumption Creek. The site is currently served by Stoughton Avenue, which is maintained by the City of Chaska. The applicants have installed security cameras and a self-closing gate on the property for off hours to ensure safety on the site. The applicant will be installing water reservoirs to accommodate the fire sprinkler system. The applicant will be expanding the storm water system to accommodate additional runoff. A maintenance security for this private system will assure its continued operation. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Finding: The site will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. The mini -storage has been in operation since 1987. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Finding: The use will not be detrimental to any persons, property or the general welfare. The applicant has upgraded the building materials to meet city standards. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Finding: The site currently has access off of Stoughton Avenue; there have not been any issues with traffic congestion from the site. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. Finding: Based on the conditions of approval for the mini -storage and outdoor storage, the proposed use will not result in the destruction, loss or damage of solar access, natural or scenic or historic feature of major significance. The applicant is proposing to expand the detention pond to treat the stormwater prior to entering Assumption Creek. j. Will be aesthetically compatible with the area. Finding: The mini -storage is an existing facility and will not change the aesthetic appearance of the area. In addition, the applicant will install landscaping to screen the site from public view along Stoughton Avenue. k. Will not depreciate surrounding property values. Finding: The proposed five -building expansion will not depreciate surrounding property values as the storage facility has been in operation for over 20 years. 1. Will meet standards prescribed for certain uses as provided in this article. Finding: The mini -storage buildings have been active since 1987 and meet the use criterion of the city code. The proposed buildings meet the minimum architectural standards in city code. The proposed detention pond meets all of the NURP standards required by city code. 5. In evaluating a site plan and building plan, the city shall consider the developments compliance with the following: a. The proposed five buildings are 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. Cold storage and warehousing are conditional uses in the BF district; b. The proposed five buildings are consistent with the site plan review requirements; C. The proposed five buildings preserve the site in its natural state to the extent practicable since only 40 percent of the site will be developed, additional landscaping installed and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d. The proposed five buildings create 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 five buildings create 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 five buildings protect 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. 6. The planning report #2014-31 dated October 21, 2014, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the amendment to the Conditional Use Permit and site plan for the Twin Cities Self Storage expansion. ADOPTED by the Chanhassen Planning Commission this 211 day of October, 2014. CHANHASSEN PLANNING COMMISSION IM Its Chairman 1*414 . 1;JYM PARCEL A: That part of the Southeast Quarter of the Southwest Quarter and that part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southeasterly of the southeasterly right-of-way line of the Chicago and Northwestern Railroad, southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61, and westerly and northerly of the following described line: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to the southwesterly right-of-way line of said County State Aid Highway No. 61 and there terminating. PARCEL B: That part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61; northwesterly of the northwesterly right-of-way of County State Aid Highway No. 10 (Stoughton Avenue, formerly the Chaska and Shakopee Road); and easterly and southeasterly of the following described line: Commencing at the southwest comer of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to said southwesterly right-of-way line of County State Aid Highway No. 61 and there terminating. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: Commencing at the southeast comer of said Southwest Quarter of the Southeast Quarter; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64 degrees 30 minutes West 170 feet to point of center of said road; thence North parallel to East line of said Southwest Quarter of the Southeast Quarter to south line of County State Aid Highway No. 61; thence southeasterly along south line County State Aid Highway No. 61 to point where same intersects East line of said Southwest Quarter of Southeast Quarter; thence south along said east line to place of beginning. COMMUNITY DEVELOPMENT DEPARTMENT CI�'Y OF C�H�SSEN Planning Division - 7700 Market Boulevard SEP 19 20 Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 CHAIWAENPtANNINO APPLICATION FOR DEVELOPMENT REVIEW Date Filed: q I l 4' I 4- 60 -Day Review Deadline: I 1 fi 14 Planner. L: Case t oiOP �i--� Section 1: Application Type (check all that apply) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Subdivision ❑ Minor MUSA line for failing on-site sewers..... $100 21 Conditional Use Permit ❑ Single -Family Residence ................................ $3-25- ❑v All Others........................................................ $425 ❑ Interim Use Permit ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others ......................................................... $425 ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots .......................$600 + $15 per lot ❑ Metes & Bounds .........................$300 + $50 per lot ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 El ❑ Final Plat*........................................................$250 'Requires additional $450 escrow for attorney costs. Escrow wIl be required for other applications through the $750 development contract. Variance ............................................................... A_DpITIONAL REQUIRED FEES: Q Notification Sign .................................................. _ / (City to install and remove) tld Property Owners' List within 500' ........ $3 per ad s (City to generate -fee determined at pre- li on meeting) Ld' Escro fo _ecording Documents.. 50 ocur (CUP P ACNARNVAP/Metes &Bou s Subdivision L TOTAL FEES: $ Received from: "n l i� iP� v Date Received: q -1 —I Check Number: (,-74D Section 2: Required Information Project Name: Twin Cities Self Storage Property Address or Location: 1900 Stoughton Ave Parcel #: 250340120 9. 11 0 Total Acreage: 16.5 acres Legal Description: see attached Wetlands Present? ❑ Yes ® No Present Zoning: Business fringe Present Land Use Designation: commercial/agg Existing Use of Property: Self Storage Requested Zoning: Business Fringe Requested Land Use Designation: commercial Description of Proposal: I would like to build 5 additional self within one year and additional based on customer demand Check box if separate narrative is attached Is over time. I would build 2 SCANNED ❑ Vacation of Easements/Right-of-way................... $300 (Additional recording fees may apply) El Rezoning ❑ Planned Unit Development (PUD) .................. $750 ❑ Variance ............................................................... $200 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Wetland Alteration Permit ❑ Single -Family Residence ............................... $150 ❑✓ Sign Plan Review ................................................... $150 ❑ All Others ....................................................... $275 ❑� Site Plan Review ❑ Zoning Appeal ...................................................... $100 ❑ Administrative.................................................. $100 ❑✓ CommerciaVlndustrial Districts', aS........ Plus $10 per 1,000 square feet of building a ❑ Zoning Ordinance Amendment ............................ $500 'Include NOTE: When multiple applications are processed concurrently, number of edsbng employees: i the appropriate fee shall be charged for each application. and number of new employees: ❑ Residential Districts ......................................... $500 (Refer to the approphate Application Checklist for required submittal Plus $5 per dwelling unit information that must accompany this application) A_DpITIONAL REQUIRED FEES: Q Notification Sign .................................................. _ / (City to install and remove) tld Property Owners' List within 500' ........ $3 per ad s (City to generate -fee determined at pre- li on meeting) Ld' Escro fo _ecording Documents.. 50 ocur (CUP P ACNARNVAP/Metes &Bou s Subdivision L TOTAL FEES: $ Received from: "n l i� iP� v Date Received: q -1 —I Check Number: (,-74D Section 2: Required Information Project Name: Twin Cities Self Storage Property Address or Location: 1900 Stoughton Ave Parcel #: 250340120 9. 11 0 Total Acreage: 16.5 acres Legal Description: see attached Wetlands Present? ❑ Yes ® No Present Zoning: Business fringe Present Land Use Designation: commercial/agg Existing Use of Property: Self Storage Requested Zoning: Business Fringe Requested Land Use Designation: commercial Description of Proposal: I would like to build 5 additional self within one year and additional based on customer demand Check box if separate narrative is attached Is over time. I would build 2 SCANNED Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Bruce Lamo Contact: Address: 1900 Stoughton Ave Phone: (612) 702-8920 City/State/Zip: Chaska, MN 55318 Cell: (612) 702-8920 Email: brucelamo@twincitiesstorage.com Fax: Signature: Date: A210 i N This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the speck ordinance and applicable procedural requirements. 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. PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Who should receive copies of staff reports? Information 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: SCANNED TWIN CITIES SELF STORAGE 1900 Stoughton Ave Chaska, MN 55318 952.448.5626 twincitiesstorage.com September 18, 2014 Information pertaining to proposed expansion plans The engineer, Carlson McCain, has provided the Site Plan, which includes: CiTyoFCwwHASSEN RECEIVED SEP 19 2014 T:� r • Drainage plan and calculations • Impervious lot coverage calculations • Location of all the proposed buildings • Validate all proposed development is in accordance with all set -back requirements The proposed buildings will be sprinkled. An onsite water storage system will be necessary since Chanhassen water is not available. Details of where and how this will be stored are still under analysis. The exterior of the buildings will be a combination of textured masonry and hard stucco surfaces. The colors used will be similar to the existing buildings, a combination of earth tones (tans and browns). The roof will not be visible and there will not be any mechanical structures on the roof. See attached rendition of the finished building. Trees will be planted in the setback along the SW property line to further break up the image. The trees will be mostly evergreens (spruce and pine) with some hardwoods for color and contrast. A variety of sizes will be used to create a natural and appealing look. An irrigation system will be installed to supply water to the trees. The trees will be planted in a manner as described in accordance with the Chanhassen City Code, chapter 20, article XXV. Several groupings of 3-5 trees will be planted along the property line spaced approximately every 30'. The existing chain link fence will be extended to include the new buildings. Not all 5 buildings will be built at once. Two will be built now. The remaining three buildings will be built over the next several years as customer demand dictates. The last building to be built will replace the existing outdoor parking area. During this time the existing outdoor parking will remain as is. Once a building is completed the entire driveway around the building will be paved before the building will be put into service. All paved driveways will be designed to accommodate standard fire truck turning requirements. SCANNEC TWIN GliltS 5fLF 5-rOPAGE - G17r15KA MN CITY OFCHANHASSEN RECEIVED SEP 19 2014 CHANHMSEN PLANNING IFFY cin RE,H NEDSSEC SEP 19 2014 CHpMA MPlA"Wer)EPT PROIECT LOCATION ZONING FRINGE BUSINESS DISTRICT IPt I 1�;: reslB 1:~IP I K 1 p I I I I I \\ EV"SHEET NO. TITLE Bw" TC011M1 1 INDEX SHEET GW A EXISTING SURVEY \\ \ \ NDMONS 2A LAND TRIS SURVEY \ J� 3 TOPSOIL G STRIPPING VUN \ 0 OVERWEST ILL UOGRADINN RAN M WEST LOT EXPANSION NG PUN ADI IB POND NG STOION GMDING PUN \ \ \ SA EXISMIPROPOSED STONWATERPWN SB SITE REST RATION ATER PIAN \ fi SITE RESTORATION RAN i \ BAOB• \ K A m• 1 %/ --- �K LEGEND a PUBEIBUILOINL —m0— ENIBTIX. GEW IVn__ — -- ,�.ti�� vgEE tBUILOIxO F%IBTINOOPWXOIM —� a '\ PHASE 3&ILOING JaL l.EEIP GRAVE Nq 1 '�J ,gBEa BNLONG FINPOEEOEENCM E \\JI ` EWSTINGENCE PA'... IAE�ELEPSEIISA q[ MVERNWBNL:n gW[OIMVFRNOUSEFCWgNO BV0.OWW: H,Pof Et RIOB]gGEUlJSA,,EANDASPY T F�[� WILLBEBUILTONARNEB SUN.. m N. .YY T01 w.0%MERYIWB PHASE B,VIB. TW,IM 90. M gL BRTOULIvE.wGELMF.L Tµ &E%&IILVNO ROJRgPFw G surtmri[I CQFisan .==a 'axx'.1 :..� ... ^.•^Jm— TWIN CITIES SELF STORAGE, LLC INDEX SHEET a.�.�� a+r•xY� IWO STOUGHTON AVENUE SITE PLAN McCain '•" wrN . w x yyL Y_wl ymy CAS u, mx N AVE APPLTCATTGN DRAWINGS SEP 19 2014 CHWAS ENRANNINfiDEPT i \ //< \ w \ w 750 \ w/ rReXlouerR�� —750 i i OYERYF/.o ElEciRIL •• • ,� FA9EIRM / � I 55 * a Y•. 4 ti � � - ?I -tlw .AEIAD ELMc. T?I / �•. /l •�E.w 7>:T uT!Y�(y ja .�.finw• \ op 4p' EMIMXCE LFMERI}IE LdCRAE RETI.OIINO W.LLL a E D1'iRNE.�D WFRNFADEIE� auaEO LONLRFfE WNtB aRN,{E LEGEND rASER.RT mow— unnxD Dxwxoo. ExremeaRDUNOIxT V/.VEMEM WTWE X FENLE P..._9� 'f p� I xrm _ ,,,,..am,.., a...�s� TWIN CITIES SELF STORAGE, LLC SITE PLAN Z CQj�$Qn ^w�u EXISTING CONDITIONS of / RR ar��a<_ 19W 5T0UGHTON AVENUE APPLICATION DRAW INGS t M-^-il l I" w wu + J N- 9! OUSN/. MN55318 5 r r -t •r • • • • �. t. -r WI1DNaLEGEND —rno— BYIBTWa�ayX�+ xG -�... ` _+eo- I \III 1' i PXnB[.e ULONG flN pXEOdMLFNi 1I �� •` �CCOBTN NU J I `'� ' ,DF �PENVIME ,,p(Pn PnxCEI GE: ttf.rW BO. fil rEAnC HO LpEEWiiOff RE1M.4O) J— 1W.rW Bp, Fi IOLnL WB 'n8.e%INP AUOVB mLwxas MdnePruLi BULi pinPxISEBY « PpOP09EO1RFF y 8'cNBBV �—rLB.rbBQRiOi.LL �BFTTOn DUWOWFR NARQ. U%BVBpHd iLCMMFA PMCELMEA QBE E5" T WTE:n LBL4OIXGSMFONE Y W P 1 IOL TM BTONY. rON MEgM, nNd KILL Ij BBTO xxeiwnt' VN r EEGEo n cwsvxwrcr 1.7, ��McCain' u li own TWIN CIIIES SELF STORAGE, LLC 1900sT000xTON AfNUE SITE PLAN pppl[CATIONDRAWINGS OVERALL RADII PLAN 4 — u.: yyL{ eu,}y3f__u CXA A,FIN"na 6 111 P I 1 64 EL: 765.8 Ill 1! JI✓/ F -i r_ n !OV 76 765 , I � I I I I i 3 � P P, I P1 _-' I I I EL: 765.5 I EL: 765.6 I EL: 765.9 I I I I EL: 766.2 t I I I I I I I I I I I I I I I - t i ---------------- BEs Pzy� y��e-� ,y�� ,�✓�� ysb� � yz� .__ R ---- - --'ye' — LEGEND 2 PHASE 19xILCWD —ND— EpSIINOlWWX01DA —�— PXOMWFDfENLE BULLDIxc xAIE xUBDc IXbN106vOUNOINi —nB-- MxbxeooFAGE IDv /� MPExVpxS AFM. EvsnNOTREE IxGTroeEneAwR�G� — PxAE 41 BUY.DN6w fNblbOtlVLE Ni ENSTINGFEWE PRO DTFEE v - ML BE .1,BUII.IWS ML eE euNr Dx NPNrsE ev PHASE SA&9. e�x• C)CC��Sgn I e.-.y� .b` TWIN CITIES SELF STORAGE, LLC IWO STDVGMD AVENUE SITE PLAN APPLICATION DRAWINGS WEST LOT GRADING PLAN r 4Ae 6 McCa��. mow.�a, JYLL su yytt - -- CHAS", MN SSJIS Easement per POND BOTTOM ELEVATION: 738' LEGEND ��0— E)19iING G11gMGIOM EIXLIXOdiWN01M —N0. FlIYIIEY ORN:E IGA {NMIEp GXIllEM Xw•.n ++.�+• a-•�_ P' TWINCITIE55ELF STORAGE�LLC qo / ��u�a,� SITE PLAN �� Carlson X+^X"""^' ::.�"mow""'a �ya.� ww.�. i5ao sroucHroN nv[Nu[ POND EXPANSION GRADING VUN of ��a^�Ma Y APPLICATION DRAWINGS 6 McCain :=- TM^'�""� ..awm°.�:Y' yy`u...iyy,r.yyN, _ CHPSNANN55310 / / / / / fes! i s � / ' rI� / ' WE8T SITE r UNDISTURBED DRArGE dl _ I-` i us- (p EAST SITE DRAINAGE � 1 / e g. EAST SITE / c DRAINAGE (/ i ST SIT �EB�SIfE�-Gn NDISTURBED SWALE \\ ., ✓! �� DRAINAGE —DRAINAGE ��\`• �r — - - • �w LEGEND —1nL� EgBTN06WIMEGIt . �. wowseo oxuN.wEcnmwxur lv�.0 orwlrvACE nanaw Y_,_i R 'P OCarlson / McCam�"'"""° . "^"^m".+•+•�.�� `�•�d.�aa_ TWIN CITIES SELF STORAGE• LLC sans ouc rtox Avervue �. �,,. [IIASNA, mry Ssu9 SIIE PLAN APPLICATION ORAWiNGS PROVOSEO STORMWATER PLAN SB ar G w�. '�•�.�wt i i 11 del / t t4'}81T LEGEND ___- __ _ _ ____ __ __ _,�-'�_�.• - •jF« E H.Talowo �1Ep— EN sr XOtlIWNOjIN-_..—. PIUEEiBWDMn ER STNOOROIINN M \ YY \ M6x P4IH#➢wn AVO— IEnfM1VE ON P.YABE.nI.PDM EwWMESACf Nr EXIMFI R��PVT^cE ll� OFT�o.Roww • Q PxuTwc mEEFIAT .owaEMWFD) ao xFW THEEn roee Puxtev N A erADDER PROPOSED TREE wA�LM�BffiYCE .1 AN uwrtroNlE �s Twxw SwE.1. m MSORNTAE WILL nE PUNTED NTRE ARE 10 FORMDMWAL WACENwG a , RED x s HARD MIRE 6 +NTwr[et E /+� �— TWIN CITIES SELF STORAGE, LLC SITE PLAN / \yyjlSQn ��M• w,e,,, P�M,w,y` SITE RESTORATION PLAN IF \/ /��P� 1900 STOIIGH0N AIIII APPLICATIONSIORAWINGS / I Mcffn n yyH w rJp . �. yyl CHAS", MN "318 CARVER COUNTY RECORDER/REGISTRAR OF TTTT.F.0 DOCUMENT CI Document No. OFFICE OF TME COuN1Y RECORDER /� 4 91605 CARVER COUNTY, MINNESOTA Fee: $ 46.00 CheCl*! 19660 Certified Recorded on 11-12-2006 at 01:00 A PM 4116115 OCoun n Jrr DOCUMENT TITLE: DOCUMENT DATE: NAMES: L CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AMENDED AND RESTATED CONDITIONAL USE PERMIT #87-2 INTERIM USE PERMIT #92-1 1. Permit. Subject to the terms and conditions set forth herein and with the Conditional Use Permit 87-21 Interim Use Permit 92-1 recorded with Carver County on April 23, 1992, Document No. 134346, the City of Chanhassen hereby grants: a) A Conditional Use Permit for a mini -storage facility. b) Interim Use Permit for screened outdoor storage. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a. The 60 parking stalls for various vehicle storage shall be confined to the area labeled Phase III in the attached Exhibit B and the area shall have a gravel or grass surface. b. The applicant shall provide 15 Black Hills Spruce along the fence line to provide 100 percent screening of the outdoor storage area. 1. The applicant shall submit a letter of credit to cover the cost of material installation and a one-year warranty. c. Drainage and utility easement is shown but must be revised to include: 1. Add ten feet of width for a total of 20 feet of easement between the drive entrance and the pond easement. 2. Provide drainage and utility easement description and drawing. 3. Drainage and utility easement must cover entire 944 contour on the east side of the pond. d. Update sheet 2 of 2 skimmer detail to show a berm elevation of 744. e. Plans and report must be signed by a registered engineer registered in the state of Minnesota. f. Security of $12,000 must be provided to the City for the construction of the pond and maintenance of erosion control. g. The pond must be completed no later than November 15, 2008. h. A detailed erosion control plan will be needed. At a minimum, this plan shall include: 1. Erosion control blanket (category 3) on all slopes 3:1 or steeper. This includes the ponds. 2. Perimeter silt fence needs to be shown. 3. A re -vegetation plan for all disturbed areas. Deep-rooted woody vegetation is encouraged north of the outdoor storage area. 4. An inspection of erosion control must be conducted prior to construction commencement. Any additional development to Parcel A or Parcel B shall require additional stormwater ponding. (This would include Phase III of Parcel A). j. The 60 outdoor storage units shall not increase the hard surface coverage on the site. k. The outdoor storage shall be removed from the site upon completion of Phase III of the mini - storage facility. 1. Sign 2, the ground low profile along Old Highway 212, must be removed. m. Sign 4, the directional sign at the corner of Old Highway 212 and Stoughton Avenue, must be removed. n. Sign 1, the entrance sign along Stoughton Avenue: Shall meet the definition of a ground low profile sign in that it must be in contact with the ground; 2. May not exceed 64 square feet of sign display area; 3. May not be greater than 8 feet in height; 4. A sign permit must be approved prior to alterations and Signs 2 and 4 must be removed prior to sign permit approval. o. Sign 3, the pylon sign along Old Highway 212 - A sign permit must be approved prior to alterations and Signs 2 and 4 must be removed prior to sign permit approval. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: October 13, 2008 CITY OF CHANHASSEN BY.. (� rlong, May r (SEAL) To AND: Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisr 7�y of�2001, 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. tta KAREN J. ENGELHARDT Notary Public -Minnesota C( M, ebn Jan 31,2010 DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 EINIBIT 4 All that part of the SE 1/4 of the SW 1/4 of Section 34, Towaship 116, Range 23. Carver Comty, Minnesota, described •s follows: Commencing at the SE corner of said SW 1/4 Section 34-116-23 Fanning thence North along 1/4 line to the South" line of right of way of Milwaukee and St. Louis Railway Co.,; thence Southwesterly along South line of said right of way to South line of said Section 34; thence Last along said Section line to place of beginning. Being Q1 that part of BE 1/4 of SN 1/4 said Section lying South of right of way of said Milwaukee and St. Louis Railway Co., and con- taining 2 1/2 acres. AND The SW 1/4 of the BE 1/4 of Section 34, Township 116, Range 23, lying southerly of the Southeasterly right of way line of the Chicago and Northwestern Railway Cwpany, Carver County, Minnesota, EXCEPTING therefrom the following described parcels: Parcel 1: A strip of lead over and across the SW 1/4 of SE 1/4 Section 34-116-23 being 33 feet in width on each side of center Lina of Trunk Highway Ne. 51, and said center line being described an follows: From a point on East line of said Section distant 874.8 feet Northerly frou the Southeast corner of said Section; thence running in a Southvesterly, direction at an angle of 82.54' with said Section line for a distance of 1000.5 feet to a point; thence deflect to the right 9000' on carve with delta angle of 57.07' and radia of 716.8 feet for a distance of 441.4 feet more or lea to the East line of said SW 1/4.of SE 1/4; thence continuing on said Curve for a distance of 272.6 fast to a point; thence an a tangent to said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of. 819.6 feet to a point; thence deflect to the left on ■ 15'00' curve with delta angle of 95'26' and radius of 383.1 feet for a distance of 393 feet mote or less to the North and South 1/4 line of said Section and there terminating excepting therefrom that part of the right of way of Minneapolis and St. Louis Railway Company which lies within said strip. Parcel 2: Beginning at point 20.00 chains West from BE corner of said Section 34 running thence North 4.06 chains to center of Chaska and Shakopee Road; thence South 64.30' Nat 8.93 chains; thence East 8.16 chains to place of beginning. Containing 1.63 aeras. Pascal 3: Commencing at SE corner of SW 1/4 of SE 1/4; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64.30' West 170 feet to point of center of said road; thence North and parallel to East line of said SW 1/4 of SE 1/4 to South line of Trunk Highway No. 51; Chance Southeasterly along South line Truck Highway No. 51 to point Mere sae intersects East line of said SW 1/4 of SE 1/4; thence South along said East line to place of beginning. Containing 1/2 acre, more or lea. Parcel 4: Commencing at the point of intersection of the Last line of the SW 1/4 of the SE 1/4 of Section 34-116-23, and the Northerly right of way line of N.S. Trunk Highway #212, as the game presently exists and runs through said SW 1/4 of SE 1/4 of Section 34, which said point of intersection is the place of beginning of the land to be herein described; thence running Northwesterly along aid Northerly right of way line a distance of 292 feet to a point thereon; thence turning and running last parallel to the South Section line of Said Section 34, a distance of 329 feet, more or lags to the said Ent line of the SW 1/4 of the BE 1/4 of Section 34; thence toruieg and running South along said Eat line Is distance of 312 feet more or las to the place of beginning, lying and belnj in the SW 1/4 of BE 1/4 of Sectiom 34-116-23 and coo- t 1.10 acres of land, more or legs. �\ �� .moi-'`��;� `�� : �� . � �� M� �a Cil=� �� `%, � „ �� r . v �a 9a �� CITY OF CHANT ASSEN 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 October 9, 2014, 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 Twin Cities Self Storage CUP Amendment - Planning Case 2014-31 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and swom to before me this ` day of -�n6c r- 2014. not i L-�r—� 1 Notary Pub hQ__-,, =MEUWISSENp Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 21, 2014 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. TWIN CITIES SELF STORAGE: Request for an Amendment to TWIN CITIES SELF STORAGE: Request for an Amendment to Conditional Use Permit 1987-02 to increase the number of Conditional Use Permit 1987-02 to increase the number of Proposal: storage buildings; and Site Plan Review for five additional storage buildings on approximately 16.5 acres of property zoned storage buildings on approximately 16.5 acres of property zoned Business Fringe BF Business Fringe BF Applicant. Bruce Lamo, Twin Cities Self Storage, Chaska, LLC Property 1900 Stoughton Avenue and 1875 Flying Cloud Drive Location' A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the about this project. During the meeting, the Chair will lead the public hearing through the following steps: public hearing through the following steps: What Happens W Wthe 1. Staff will give an overview of the proposed project. at Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses 4. Public hearing is closed and the Commission discusses the project. the project. If you want to see the plans before the meeting, please visit If you want to see the plans before the meeting, please visit the City's projects web page at: the City's projects web page at: www.ci.chanhassen.mn.us/2014-31. If you wish to talk to www.ci.chanhassen.mn.us/2014-31. If you wish to talk to someone about this project, please contact Bob Generous by someone about this project, please contact Bob Generous by Questions & email at boenerous(a)ci.chanhassen.mn.us or by phone at 952-227-1131. If you choose to submit written comments, it is 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the staff report for this item will be available online on the project web site listed above the Thursday prior to the project web site listed above the Thursday prior to the Planning Commission meeting. 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 pant 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 spokespersonlrepresentative 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 personal • 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 Ingo report to the City Council. If you wish to have something to be included in the report, plea" contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, October 21, 2014 at 7:00 p.m. This hearing may not sfart until later In the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. TWIN CITIES SELF STORAGE: Request for an Amendment to Conditional Use Permit 1987-02 to increase the number of Proposal: storage buildings; and Site Plan Review for five additional storage buildings on approximately 16.5 acres of property zoned Business Fringe BF Applicant: Bruce Lamo, Twin Cities Self Storage, Chaska, LLC Property 1900 Stoughton Avenue and 1875 Flying Cloud Drive Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the 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/2014-31. If you wish to talk to someone about this project, please contact Bob Generous by email at bgenerousCDci chanhassen mn us or by phone at Questions & 952-227-1131. If you choose to submit written comments, it is Comments: 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 subject site to be notified of 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 dose the public hearing and discuss the Item and make a recommendation to the City Council. The City Council may reverse, aMm 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 commeroialfindustrlal. • 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 spokespersonlrepresentative 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 coined the Planninct Stall person named on the notification. ALL STEEL PRODUCTS CO AMANDA ALBERS BOUNDARY WATERS BANK PO BOX 73 1910 STOUGHTON AVE 11800 ABERDEEN ST NE STE 120 CHASKA, MN 55318-0073 CHASKA, MN 55318-2218 BLAINE, MN 55449-4811 BRAKEMEIER ENTERPRISES LP 450 LAKE VIRGINIA TRL EXCELSIOR, MN 55331-9772 CHASKA CITY 1 CITY HALL PLAZA CHASKA, MN 55318-1962 EDWARD A KOCOUREK 3804 22ND AVE S MINNEAPOLIS, MN 55407-3006 GARY W DUNGEY 1539 INDEPENDENCE AVE CHASKA, MN 55318-1665 HIGH TERRACE LLC PO BOX 260 CHASKA, MN 55318-0260 KIMI GABOURY TRUST 1905 STOUGHTON AVE CHASKA, MN 55318-2217 PHEASANT CREEK FARMS LLC 1827 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8419 ST JOHNS EVANG LUTH CHURCH 300 4TH ST E CHASKA, MN 55318-2114 TWIN CITIES SELF STORAGE, CHAS 607 WASHINGTON AVE S STE 503 MINNEAPOLIS, MN 55415-1162 CARLTON J SOLBERG 1805 STOUGHTON AVE CHASKA, MN 55318-2215 CHASKA ECONOMIC DEV AUTH 1 CITY HALL PLZ CHASKA, MN 55318-1962 FERRELLGASLP ONE LIBERTY PLAZA LIBERTY, MO 64068-2970 HARRI J RINTA 18025 KELLY LAKE RD CARVER, MN 55315-9667 JOSEPH ROBERT MONNENS 1781 STOUGHTON AVE CHASKA, MN 55318-2213 KYLE R DECKER 1915 STOUGHTON AVE CHASKA, MN 55318-2217 RICHARD K WERMERSKIRCHEN 1930 STOUGHTON AVE CHASKA, MN 55318-2218 STOUGHTON AVENUE VENTURES LLC 102 JONATHAN BLVD N STE 200 CHASKA, MN 55318-2383 CARVER COUNTY 602 4TH ST E CHASKA, MN 55318-2102 CRYSTAL H BUCKINGHAM 1791 STOUGHTON AVE CHASKA, MN 55318-2213 FIRST MINNETONKA CITY BANK 14550 EXCELSIOR BLVD MINNETONKA, MN 55345-5870 HENNEPIN CO REG RR AUTHORITY 300 6TH ST S SW STREET LEVEL MINNEAPOLIS, MN 55487-0999 JOSHUA H LINDGREN 7597 AUGUSTA RD CHASKA, MN 55318-9347 MINNESOTA VALLEY ELEC CO-OP 125 MINNESOTA VALLEY DR JORDAN, MN 55352-9369 RYAN NIEDFELDT 1925 STOUGHTON AVE CHASKA, MN 55318-2217 TROY R & LESLEY J POPPITZ 3640 EDGEHILL RD CHASKA, MN 55318-9346 TWIN CITIES SELF STORAGE 1900 Stoughton Ave Chaska, MN SS318 952.448.5626 t wincitiesstorage. com January 12, 2015 City of Chanhassen RE: Planning Case 42014-31 To Whom It May Concern: In accordance with the November 10, 2014 Site Plan Agreement, section 7, sub category Environmental Resource Specialist, I propose the following planting schedule: Bufferyard B —south property line, 600', 30' width Overstory trees 4 Black Hills Spruce (existing trees) 1 Bur Oak— minimum diameter 2.5", minimum ht. 8' 2 Cottonwood (existing) Understory trees— minimum diameter 1.5", minimum ht. 6' with 7' avg. 21 Black Hills spruce 13 Techny Arborvitae Bufferyard B —west property line, 240' Overstory trees— minimum diameter 2.5", minimum ht. 8'. Total 1 1 Black Hills Spruce Understory trees — minimum diameter 1.5", minimum ht. 6' with 7' avg.", total 3 3 Black Hills spruce Bufferyard B — north property line, 500' Overstory trees— minimum diameter 2.5" Total 7 (3 spruce and 2 elm already exist) 3 existing Black Hills Spruce trees 2 Black Hills Spruce (minimum ht. 8') 2 existing Elm 5 Bur Oak Understory trees — minimum diameter 1.5", minimum ht. 6', with 7' avg., total 37 18 Black Hills Spruce 14 Techny Arborvitae The proposed trees will be planted in conjunction and proportion to the approved buildings. For phase one - two of the approved five buildings will be built. Screening will include half of the required screening for the south property line, none of the west property line, and 14 of the north property line. In total, 35 trees will be planted before the completion of the two buildings which are phase one, 6 overstory and 36 understory. Of those trees, 6 already exist. A drip irrigation system will be installed to supply water for all the required plants. The drainage swale and area between the asphalt and fence will be seeded using the MNDOT 25-131. The remaining property will be seeded with a 35-221 mix. A scale drawing is attached which shows the location of the trees and 25-131 seed mix relative to the new buildings. Overstory Trees Black Hills Spruce (Picea glauca var. densata) Understory Trees Black Hills Spruce (Picea glauca var. densata) Techny Arborvitae (Thuja occidentalis) Bur Oak (Quercus macrocarpa var. depressa) All trees planted will be irrigated with a drip system. Sincerely, Bruce Lamo l Finance This office has been requested to confirm certain facts and circumstances concerning Phone: 952.227.1140 January 8, 2015 Cl l l OF Community Bank Corporation Park :Recreation Phone: 952.227.1120 Paul Maahs MMSEN 4 55 455 Pond Promenade Phone: 952.2271125 Chanhassen, MN 55317 7700 Market Boulevard to comply with the building codes, ordinances and regulations of the City of PO Box 147 Chanhassen, Carver County, Minnesota. Chanhassen, MN 55317 And, Fax: 952.227.1484. Chicago Title Insurance Company Administration Phone: 952.227.1100 c/o Carver County Abstract & Title Co., Inc. Fax: 952.227.1110 411 North Chestnut Street - Phone: 952.227.1130 P.O.Box 106 Building Inspections Chaska, MN 55318 Phone: 952.227.1180 Fax: 952.227.1190 Re: 1875 Flying Cloud Drive, Chanhassen, MN 55317 Engineering PID 250340111 . Phone: 952.227.1160 Fax: 952.2271170 Dear Sir/Madam: Finance This office has been requested to confirm certain facts and circumstances concerning Phone: 952.227.1140 the current zoning and land use of the above -referenced property. In fiutherance of Fax: 952.2271110 that request, we hereby confirm and advise you as follows, to wit: Park :Recreation Phone: 952.227.1120 1 The above -referenced property is located within the co City P PAY � corporate limits of the Ci Of Fax 952.2271110 Chanhassen, Carver County, Minnesota. Accordingly, the building and other Phone: 952.2271125 improvements comprising the property are under the jurisdiction and are required Recreation Center to comply with the building codes, ordinances and regulations of the City of 2310 Coulter Boulevard Chanhassen, Carver County, Minnesota. Phone: 952.227.1400 Phase III of the site, with conditions (see CAS #08-10). On November 10, 2014, Fax: 952.227.1484. 2 The property currently is located in a district with zoning classification of Fringe Planning & Business District (BF), and a comprehensive plan designation of Office Industrial. Natural Resources The zoning classification is consistent with the comprehensive plan designation Phone: 952.227.1130 (link to Regulations provided on the next page in section 10) since it isan interim Fax: 952.227.1110 zoning until urban services can be provided to the property. Public Works 7901 Park Place 3. On June 17, 1987, the city of Chanhassen approved Conditional Use Permit #87-2 Phone: 952.227.1300 to allow a mini storage facility with conditions see CUP #87-2 On g tY ( )• February 24> Fax:952.2271310 1992, the city of Chanhassen approved Interim Use Permit #92-1 to allow a conditional use permit for truck and trailer rental at Progress Valley Mini -Storage Senior Center site, which is no longer valid due to inactivity) and an interim use permit for Phone: 952.2271125 screened outdoor storage, with conditions (see IUP #92-1). On October 13, 2008, Fax: 952.227.1110 the City of Chanhassen amended CUP #87-2 and Interim Use Permit #92-1 for Web:Ne Nicks Storage and Parking to allow 60 outdoor storage spaces to be located in www.ci.chanhassen.mn.us Phase III of the site, with conditions (see CAS #08-10). On November 10, 2014, the City approved a Conditional Use Permit for self storage facilities and site plan approval for five additional buildings each 14,500 square foot self storage facilities (Planning Case #2014-31). SCANNED Chanhassen is a Community for Life -Providing for Today and Planning far Tomorrow 4. The use of the property is an allowable use in the Fringe Business zoning district and is consistent with the aforesaid comprehensive plan designation. 5. All current improvements and the use of the property comply with all applicable provisions of the Code and do not violate any current occupancy ordinance, resolutions of regulation of the City. 6. Our review of the records of this office with respect to the property reveals (a) no current active violations of the property of the zoning regulations and land use approvals applicable thereto, and (b) no past violations of the same which remain uncured at this time. 7. The property is located in flood zone C, which is not an area of high hazard for flooding and is considered an area of minimal flooding, Flood Insurance Rate Map, Community Panel Number 270051 0010 B, effective July 2, 1979. 8. All street and private utility services are available to said property including storm water, electric, gas, and telephone. City sewer and water service is currently not available to the site. 9. There is no action or proceedings pending before the City or any court with respect to the zoning of the property. 10. The Chanhassen City code is available at the following link: www.ci.chanhassen.mn.us/citvcode. Information regulating the use of the property can be found in Chapter 20, Zoning. This information was researched by the undersigned on request as a public service. The undersigned certifies that the above information is believed to be accurate. However, neither the undersigned nor the City assumes liability for errors or omissions. All information was obtained from public records which may be inspected during normal business hours. Should additional information be required of this office concerning the property, you may contact the undersigned at (952) 227-1132 or din¢valsonaci.chanhassen.mn.us. The City's web site is www.ci.chanhassen.mn.us. Sincerely, Drew Ingvalson Planning Intern Enclosures g:\plan\zoning letters\1875 flying cloud drive.doc A S,,bJec�-4' 4�� KEY TO MAP 500 -Year Flood Boundary 100-Year Flood Boundary Zone Designations* With Date of Identification e.&,12/2/74 - 100 -Year Flood Boundary 500-Year Flood Boundary Base Flood Elevation Line 513 With Elevation In Feet** .;Base Flood Elevation in Feet (EL 987) Where Uniform Within Zone** Elevation Reference Mark RM7x - River Mile a M1.5 ` **Referenced to the National Geodetic Vertical Datum of 1929 *EXPLANATION OF ZONE DESIGNATIONS ZONE A AO EXPLANATION Areas of 100 -year flood; base flood elevations and flood hazard factors not determined. Areas of 100 -year shallow flooding where depths are between one (1) and three (3) feet; average depths of inundation are shown, but no flood hazard factors are determined. Areas of 100 -year shallow flooding where depths are between one (1) and three (3) feet; base flood elevations are shown, but no flood hazard factors are determined. Areas of 100 -year flood; base flood elevations and flood hazard factors determined. Areas of 100 -year flood to be protected by flood Protection system under construction; base flood elevations and flood hazard factors not determined. Areas between limits of the 100 -year flood and 500 - year flood; or certain areas subject to 100 -year flood- ing with average depths less than one (1) foot or where the contributing drainage area is less than one square mile; or areas protected by levees from the base flood. (Medium shading) Areas of minimal flooding. (No shading) - Areas of undetermined, but possible, flood hazards. Areas of 100 -year coastal flood with velocity (wave action); base flood elevations and flood hazard factors not determined. Areas of 100 -year coastal flood with velocity (wave action); base flood elevations and flood hazard factors determined. U111IIIIIIIIII NATIONAL FLOOD INSURANCE PROGRAM I, FIRM FLOOD INSURANCE RATE NEAP CITY OF CHANHASSEN, MINNESOTA CARVER COUNTY PANEL 10 OF 10 5 COMMUNITY -PANEL NUMBER 270051 0010 B EFFECTIVE DATE: JULY 2,1979 U.S. DEPARTMENT OF U IIII III D URB CE AODMNIN SA EDSURHOUSING - ;nay oe protectea By nooa control structures. Fhis map is for flood insurance purposes only; it does not neces- sarily show all areas subject to flooding in the community or 'all planimetric features outside special flood hazard areas. For adjoining map panels, see separately printed Index To Map Panels. INITIAL IDENTIFICATION: NOVEMBER 9.1973 FLOOD HAZARD BOUNDARY MAP REVISIONS: JULY 2.1976 FLOOD INSURANCE RATE MAP EFFECTIVE: JULY 2,1979 E F r, Refer to the FLOOD INSURANCE RATE MAP EFFECTIVE date c -shown on this map to determine when actuarial rates apply to structures in the zones where elevations or depths have been 7 -established. ,,To determine if flood insurance is available in this community, contact your insurance agent, or call the National Flood Insurance :=Program, at (800) 638-6620, or (800) 424-8872. IJ APPROXIMATE SCALE 1000 0 1000 FEET CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2014-31 1. Permit. Subject to the terms and conditions set forth herein and with the Amended and Restated Conditional Use Permit 87-2/ Interim Use Permit 92-1 recorded on November 12, 2008, Document No. 491605, and Conditional Use Permit 87-2/ Interim Use Permit 92-1 recorded with Carver County on April 23, 1992, Document No. 134346, the City of Chanhassen hereby grants: A Conditional Use Permit for expansion of a cold storage and warehousing facility for a total of 11 storage buildings. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a. The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4. b. The development shall comply with Site Plan 2014-31, plans prepared by Carlson McCain, dated September 5, 2014. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: November 10, 2014 (SEAL) STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY:� Tom Furlong, Mayor AND: Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this 1tm— day of `NM±4(� 2014, 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. R KAREN J.ENGELHARDT Notary Public -Minnesota y 05MMf M Wfft Jan 91, 2015 2 k i Fill iS.._ IN MAIM 1 INDEX SHEET 2 EXISTING CONDITIONS \ 2A "NO TITLE SURVEY 3 TOPSORSTRIPPINGPLAN 4 OV9Ull. GRADING PLAN 4A WEST IDT GR me PLAN 46 POND EXPANSION GRADIN \ SA EXLSTING STT ATER P 58 PROPOSED STORMWATERI 6 SM RESTORATION PIAN � --- mMnEUISIu —r�� MOwe mAE4RNAY � R1�808M0 \\1 �\\ — s— BIEIBMIBIC NW6@:1PL.140W SN1asAD — Am�MSS M®Y�MIPR O�IIMREU0.LwR>IJMIO RIRQ/G NRG WM1DMOtNOMRMLT wLLER10.TONARMEIY ..o.eswrewq� I mRFar� •NIMLElA1RRmRNeiA I I__.s „+ r MAA ss u �.a..A.... A' ^ ......: ��r— TWIN CRRS SELF STORABF.," SIR PIAN If4DM SN[!T it d � �.0 'S -.. l ' . �,� lm ctouanTon Ave ue "PMATIM MUWMM n I %.n4N i'�...=w"'•'•'i..� �"` siJe1L r Jew. CMAM A, MN 5018 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AMENDED AND RESTATED CONDITIONAL USE PERMIT 487-2 INTERIM USE PERMIT #92-1 1. Permit. Subject to the terms and conditions set forth herein and with the Conditional Use Permit 87-2/ Interim Use Permit 92-1 recorded with Carver County on April 23, 1992, Document No. 134346, the City of Chanhassen hereby grants: a) A Conditional Use Permit for a mini -storage facility. b) Interim Use Permit for screened outdoor storage. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a. The 60 parking stalls for various vehicle storage shall be confined to the area labeled Phase III in the attached Exhibit B and the area shall have a gravel or grass surface. b. The applicant shall provide 15 Black Hills Spruce along the fence line to provide 100 percent screening of the outdoor storage area. I. The applicant shall submit a letter of credit to cover the cost of material installation and a one-year warranty. c. Drainage and utility easement is shown but must be revised to include: I. Add ten feet of width for a total of 20 feet of easement between the drive entrance and the pond easement. 2. Provide drainage and utility easement description and drawing. 3. Drainage and utility easement must cover entire 944 contour on the east side of the pond. d. Update sheet 2 of 2 skimmer detail to show a berm elevation of 744. e. Plans and report must be signed by a registered engineer registered in the state of Minnesota. f. Security of $12,000 must be provided to the City for the construction of the pond and maintenance of erosion control. g. The pond must be completed no later than November 15, 2008. h. A detailed erosion control plan will be needed. At a minimum, this plan shall include: 1. Erosion control blanket (category 3) on all slopes 3:1 or steeper. This includes the ponds. 2. Perimeter silt fence needs to be shown. 3. A re -vegetation plan for all disturbed areas. Deep-rooted woody vegetation is encouraged north of the outdoor storage area. 4. An inspection of erosion control must be conducted prior to construction commencement. + Any additional development to Parcel A or Parcel B shall require additional stormwater ponding. (This would include Phase III of Parcel A). j. The 60 outdoor storage units shall not increase the hard surface coverage on the site. k. The outdoor storage shall be removed from the site upon completion of Phase III of the mini - storage facility. I. Sign 2, the ground low profile along Old Highway 212, must be removed. in. Sign 4, the directional sign at the corner of Old Highway 212 and Stoughton Avenue, must be removed. n. Sign 1, the entrance sign along Stoughton Avenue: 1. Shall meet the definition of a ground low profile sign in that it must be in contact with the ground; 2. May not exceed 64 square feet of sign display area; 3. May not be greater than 8 feet in height; 4. A sign permit must be approved prior to alterations and Signs 2 and 4 must be removed prior to sign permit approval. o. Sign 3, the pylon sign along Old Highway 212 -A sign permit must be approved prior to alterations and Signs 2 and 4 must be removed prior to sign permit approval. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 2 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: October 13, 2008 CITY OF CHANHASSEN WE MMEM To i y r (SEAL) AND: Gerhardt, City Manager STATE OF MINNESOTA (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisL7%y of 6A 0 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. DRAFI'ED BY: City of Chanhassen P.O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 3 ►(p,REN J. ENGELHARDT Notary Public -Minnesota My commialon tree Jen 31 2010 r� EXHIBIT A All that part of the SE 1/4 of the SU 1/4 of Section 34, Township 116, Range 23, Carver County, Mibneablaj deacribbd at follows: Commencing at the BE corner of said SW 1/4 Section 34-116-23 running thence North along 1/4 line to the South' line of tight of way of Milwaukee and St. Louie Railway Co.,; thence Southwesterly along South line of said right of way to South line of said Section 34; thence East along said Section line to place of beginning. Being all that part of BE 1/4 of SW 1/4 said Section lying South of right of way of said Milwaukee and St. Louie Railway Co., and con- taining 2 112 acres. The SW 1/4 of the SE 1/4 of Section 34, Township 116, Range 23, lying southerly of the Southeasterly right of way line of the Chicago and Northwestern Railway Company, Carver County, Minnesota, EXCEPTING therefrom the following described parcels: Parcel 1: A strip of land over and across the SW 1/4 of SE 1/4 Section 34-116-23 being 53 feet in width on each aide of center line of Trunk Highway No. 51, and said center line being described as follows: From a point on East line of said Section distant 874.8 feet Northerly from the Southeast corner of said Section; thence running in a Southwesterly direction at an angle of 82'54' with said Section line for a distance of 1000.5 feet to a point; thence deflect to the right 9'00' on curve with delta angle of 57'07' and radius of 716.8 feet for a distance of 441.4 feet more or less to the East line of said SW 1/4 of SE 1/4; chance continuing on said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of. 819.6 feet to a point; thence deflect to the left on a 15'00' curve with delta angle of 95'26' and radius of 383.1 feet for a distance of 393 feet more or less to the North and South 1/4 line of said Section and there terminating excepting therefrom that part of the right of way of Minneapolis and St. Louis Railway Company which lies within amid strip. Parcel 2: Beginning at point 20.00 chains West from BE corner of said Section 34 running thence North 4.06 chains to center of Chaska and Shakopee Road; thence South 64'30' West 8.93 chains; thence !'set 8.16 chains to piece of beginning. Containing 1.65 acres. Parcel 3: Commencing at BE corner of SW 1/4 of BE 1/4; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64'30' West 170 feet to point of center of said road; thence North and parallel to East line of said SW 1/4 of BE 1/4 to South line of Trunk Highway No. 51; thence Southeasterly along South line Truck Highway No. 51 to point where same intersects East line of said SW 1/4 of SE 1/4; thence South along maid East line to place of beginning. Containing 1/2 acre, more or lees. Parcel 4: Commencing at the point of intersection of the East line df the SW 1/4 of the BE 1/4 of Section 34-116-23, and the Northerly right of way line of U.S. Trunk Highway /212, as the same presently exists and runs through said SW 3/4 of BE 1/4 of Section 34, which maid point of intersection is the place of beginning of the land to be herein described; thence running Northwesterly along said Northerly right of way line a distance of 292 feet to a point thereon; thence turning and running East parallel to the South Section line of Said Section 34, a distance of 329 feet, more or leu to the said East line of the SW 1/4 of the SE 1/4 of Section 34; thence turning and running South along said East line a distance of 311 feet more or less to the place of beginning, lying and befna in the SW 1/4 of SE 1/4 of Section 34-116-23 and con- taining 1.1D acres of land, more or less. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #87-2 INTERIM USE PERMIT #92-1 1. Permit. Subject to the terms and conditions set forth herein and with the Conditional Use Permit recorded with Carver County on June 30, 1987, Document No. 88330, the City of Chanhassen hereby grants: a) A conditional use permit for truck and trailer rental at Progress Valley Mini -Storage site. b) Interim Use permit for screened outdoor storage. 2. Prope . The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: See attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a) The outdoor storage shall be completely screened by a 100% opaque fence or landscaped screen. b) The area for screened outdoor storage shall be improved with a gravel surface. c) The outdoor storage will be removed from the site upon completion of phase 3 of the mini -storage facility. d) The applicant shall provide a landscaping plan acceptable to the Planning commission and a letter of credit shall be submitted to cover the cost of material installation and one year warranty. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lance. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: Februa1y 24 1992 CITY OF CHANHASSEN P1I a yin By: — Xa Don Ashworth, City Manager STATE OF MINNESOTA) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this LO 'day of 19J -I by Donald J. Clmiiel, Mayor and Don Ashworth, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: Campbell, Knutson, Scott & Fuchs, PA Suite 317 1380 Corporate Center Curve Eagan, Minnesota 55121 (612) 452-5000 RNK KAREN 1. ENGELHARDT N ' NOTARY PUBLIC -MINNESOTA CARVER COUNTY I ! �>' MY Comrtpsw Expires OCT 16. 1997 1 EXHIBIT A All that part of the SE 1/4 of the SW 1/4 of Section 34, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the SE corner of said SW 1/4 Section 34-116-23 running thence North along 1/4 line to the South line of right of way of Milwaukee and St. Louis Railway Co.,; thence Southwesterly along South line of said right of way to South line of said Section 34; thence East along said Section line to place of beginning. Being all that part of SE 1/4 of SW 1/4 said Section lying South of right of way of said Milwaukee and St. Louis Railway Co., and con- taining 2 1/2 acres. AND The SW 1/4 of the SE 1/4 of Section 34, Township 116, Range 23, lying southerly of the Southeasterly right of way line of the Chicago and Northwestern Railway Company, Carver County, Minnesota, EXCEPTING therefrom the following described parcels: Parcel 1: A strip of land over and across the SW 1/4 of BE 1/4 Section 34-116-23 being 53 feet in width on each aide of center line of Trunk Highway No. 51, and said center line being described as follows: From a point on East line of said Section distant 874.8 feet Northerly from the Southeast corner of said Section; thence running in a Southwesterly direction at an angle of 82°54' with said Section line for a distance of 1000.5 feet to a point; thence deflect to the right 9000' on curve with delta angle of 57°07' and radius of 716.8 feet for a distance of 441.4 feet more or less to the East line of said SW 1/4 of SE 1/4; thence continuing on said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of. 819.6 feet to a point; thence deflect to the left on a 15'00' curve with delta angle of 95°26' and radius of 383.1 feet for a distance of 393 feet more or less to the North and South 1/4 line of said Section and there terminating excepting therefrom that part of the right of way of Minneapolis and St. Louis Railway Company which lies within said strip. Parcel 2: Beginning at point 20.00 chains West from SE corner of said Section 34 running thence North 4.06 chains to center of Chaska and Shakopee Road; thence South 64°30' West 8.93 chains; thence East 8.16 chains to place of beginning. Containing 1.65 acres. Parcel 3: Commencing at SE corner of SW 1/4 of BE 1/4; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64'30' West 170 feet to point of center of said road; thence North and parallel to East line of said SW 1/4 of BE 1/4 to South line of Trunk Highway No. 51; thence Southeasterly along South line Truck Highway No. 51 to point where same intersects East line of said SW 1/4 of SE 1/4; thence South along said East line to place of beginning. Containing 1/2 acre, more or less. Parcel 4: Commencing at the point of intersection of the East line of the SW 1/4 of the BE 1/4 of Section 34-116-23, and the Northerly right of way line of O.S. Trunk Highway /212, as the same presently exists and runs through said SW 1/4 of SE 1/4 of Section 34, which said point of intersection is the place of beginning of the land to be herein described; thence running Northwesterly along said Northerly right of way line a distance of 292 feet to a point thereon; thence turning and running East parallel to the South Section line of Said Section 34, a distance of 329 feet, more or less to the said East line of the SW 1/4 of the BE 1/4 of Section 34; thence turning and running South along said East line a distance of 312 feet sore or less to the place of beginning, lying and being in the SW 1/4 of BE 1/4 of Section 34-116-23 and con- taining 1.10 acres of land, more or leas. r. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for: Mini storage facility 2. Property. The permit is for the following described property in the City of Chanhassen, Carver County, Minnesota: (See attached Exhibit A) 3. Conditions. The permit is issued subject to the following conditions: 1. One tree for every 40 feet be provided along the berm between the vehicular area and right-of-way and the berm must be two feet high. 2. A description of the plantings proposed meet the minimum standards of six feet high (evergreens) and two inch caliper (deciduous). 3. The landscaped areas must be sod or seeded. 4. A detention basin should be included in the site drainage plan and be designed to limit the on-site run-off to the predevelopment rate for a 100 year storm event. 5. If possible, align Stoughton Avenue site access with drive- way access on the south side of Stoughton Avenue. 6. Parking areas and access drives shall be paved with a dust free, all weather surface built to a 4-7 ton capacity. 7. Concrete curb and gutter will be required only along the outer edge of the perimeter drive around the site. 8. No outside storage is permitted. 9. Submission of an emergency access easement agreement. 10. Installation of a 1,500-2,000 holding tank, plus installa- tion of a one gallon toilet, a spring loaded faucet, a float alarm, and a man hole over the system if located underneath a driveway. 11. Permit chain link fence of 6 feet around perimeter. 4. Termination of Permit. The City may revoke the permit following a public hearing under any of the following circumstances: material change of condition of the neighborhood where the use is located; violation of the terms of the permit. 5. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated:�Aaiz Z/ CITY OF CHANHASSENN Rv- By: Its erk STATE OF MINNESOTA) ) ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this (� day of , 19J2, by Thomas L. Hamilton, Mayor, and D967Ashworth, City Manager of the City of Chanhassen, a Minnesota Whicipal corporation, on behalf of the corporation. No ary Bfililic KAREN J. ENGELHARDT NOTARY PUBUO - MINNESOTA CARVER COUNTY My mnbNcn expkw 10-I"l m EXHIBIT A All that part of the SE 1/4 of the SW 1/4 of Section 34, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the SE corner of said SW 1/4 Section 34-116-23 running thence North along 1/4 line to the South line of right of way of Milwaukee and St. Louis Railway Co.,; thence Southwesterly along South line of said right of way to South line of said Section 34; thence East along said Section line to place of beginning. Being all that part of SE 1/4 of SW 1/4 said Section lying South of right of way of said Milwaukee and St. Louie Railway Co., and con- taining 2 1/2 acres. Lim The SW 1/4 of the SE 1/4 of Section 34, Township 116, Range 23, lying southerly of the Southeasterly right of way line of the Chicago and Northwestern Railway Company, Carver County, Minnesota, EXCEPTING therefrom the following described parcels: Parcel 1: A strip of land over and across the SW 1/4 of SE 1/4 Section 34-116-23 being 53 feet in width on each side of center line of Trunk Highway No. 51, and said center line being described as follows: From a point on East line of said Section distant 874.8 feet Northerly from the Southeast corner of said Section; thence running in a Southwesterly direction at an angle of 82'54' with said Section line for a distance of 1000.5 feet to a point; thence deflect to the right 9'00' on curve with delta angle of 57007' and radius of 716.8 feet for a distance of 441.4 feet more or leas to the East line of said SW 1/4 of SE 1/4; thence continuing on said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 819.6 feet to a point; thence deflect to the left on a 15'00' curve with delta angle of 95'26' and radius of 383.1 feet for a distance of 393 feet more or less to the North and South 1/4 line of said Section and there terminating excepting therefrom that part of the right of way of Minneapolis and St. Louis Railway Company which lies within said strip. Parcel 2: Beginning at point 20.00 chains West from SE corner of said Section 34 running thence North 4.06 chains to center of Chaska and Shakopee Road; thence South 64030' West 8.93 chains; thence East 8.16 chains to place of beginning. Containing 1.65 acres. Parcel 3: Commencing at BE corner of SW 1/4 of SE 1/4; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64'30' West 170 feet to point of center of said road; thence North and parallel to East line of said SW 1/4 of SE 1/4 to South line of Trunk Highway No. 51; thence Southeasterly along South line Truck Highway No. 51 to point where same intersects East line of said SW 1/4 of SE 1/4; thence South along said East line to place of beginning. Containing 1/2 acre, more or less. Parcel 4: Commencing at the point of intersection of the East line of the SW 1/4 of the BE 1/4 of Section 34-116-23, and the Northerly right of way line of U.S. Trunk Highway 4212, as the same presently exists and runs through said SW 1/4 of SE 1/4 of Section 34, which said point of intersection is the place of beginning of the land to be herein described; thence running Northwesterly along said Northerly right of way line a distance of 292 feet to a point thereon; thence turning and running East parallel to the South Section line of Said Section 34, a distance of 329 feet, more or less to the said East line of the SW 1/4 of the SE 1/4 of Section 34; thence turning and running South along said East line a distance of 312 feet more or less to the place of beginning, lying and being in the SW 1/4 of SE 1/4 of Section 34-116-23 and con- taining 1.10 acres of land,more or less. NILSSON BRANDT, P.A. ATTORNEYS AT LAW 900 FLOUR EXCHANGE BUILDING 310 FOURTH AVENUE SOUTH MINNEAPOLIS, MN 55415 EMC.M SSONrNILSSON COM 612.766-9505 WWW.N SONLAWXOM FAR: 612.766.9504 December 29, 2014 City of Chanhassen Zoning Administration Office 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 dingvalson@ci.chanhassen.mn.us VIA E-MAIL Re: Zoning letter request for 1875 Flying Cloud Drive, Chanhassen, MN 55317 File No.: 11.285.121614 To Whom It May Concern: This letter serves as our request that your department issue a zoning letter for the following property in Minneapolis, Minnesota: 1875 Flying Cloud Drive Chanhassen, MN 55317 ID#'s 25 0340120 and 25 0340110 p 3 I l The legal is as follows: Parcel 1: Lots 9 and 10, Block 14, Regents Addition, Hennepin County, Minnesota. Together with the appurtenant easements set forth in Doc. No. 9028000 over the following area: 1. A perpetual easement over, unoor, across and through that part of l nts 8 and 14, Block 14, REGENTS' ADDITION, according to the recorded plat thereof, describod as commencing at the intersection of the Norlheasterly line of said Block 14 with the Northeasterly line of the Southwesterly 20.0 feel of said Block 14: thence Northwesterly along said Northeasterly line of Southwesterly 20.0 feet a distance of 467.05 feet; thence Northeasterly deflecting to the right 90 degrees 00 minutes 00 seconds 30.39 feet; thence Northeasterly 82.81 feet along a tangential curve concave to the Northwest having a radius of 261.00 feet and a central angle of 18 degrees 10 minutes 44 seconds to the point of beginning of the perpetual easement to be described; thence Northerly along the continuation of said 261.00 -tool radius curve to the Northwesterly line of said Lot 14; thence Southwesterly along the Northwesterly lines of said Lots 14 and 8 to the Northeasterly line of the Southwesterly 20.0 feet of said Block 14; thence Southeasterly along said Northeasterly line 25.0 feet; thence Northeasterly parallel with the Nurlhwesterly line of said Lot 8 a distance of 69.0 feet; thence Northeasterly to the point of beginning (the `East Permanent Easement Area'): and 2. A perpetual exclusive easement over, under, across and through the East 15.0 feet of the Southwemarly 85.0 feet of that part of vacated Oak Street as dedicated in ST. ANTHONY CITY, according to the recorded plat thereof, vino Northerly of the Northeasterly line of the Southwesterly 20.0 feet of Block 14, REGENTS' ADDITION, according to the recorded plat thereof, and its Northwesterly protongation (the 'West Permanent Easement Area'). Parcel 2: That part of Lots 11, 12 and 13, Block 14, Regents Addition, according to the recorded plat thereof, Hennepin County, Minmssuld, lying Southwesterly of a fine 61 feet Northeasterly of, measured at a right angle to, and parallel with the Southwesterly line of said Lot 13 and its extensions. The letter should address the current zoning of the property as well as its permitted uses. Please address the letter to the following parties: Community Bank Corporation Attn: Paul Maahs 455 Pond Promenade Chanhassen, MN 55317 Chicago Title Insurance Company C/o Carver County Abstract & Title Co., Inc. 411 North Chestnut Street, P.O. Box 106 Chaska, MN 55318 2 Time is of the essence in this matter. If you have any questions, please call. Thank you. 1:4 - Sincerely, Eric Nilsson NILSSON BRANDT, P.A. -CtI y OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 01/08/2015 11:20 AM Receipt No. 00272432 CLERK: ashleym PAYEE: Public 1875 Flying Cloud Drive ------------------------------------------------------- Zoning Letter 25.00 Total 25.00 Cash 0.00 Credit Cd 25.00 Change 0.00 L_4„J x:ml o6 GVarertoc�n Twp I I N I jr y' 'awe c+m+ `Wucnnv+7uy 1 �ereton 7uu� C\4 °f08tte � I 9faerack'Yuy fI CARVER COUNTY MAP / POB \ �RAIRAG p -\ PROJECT LOCATION � ZONING FRINGE BUSINESS DISTRICT / SHEET NO. TITLE A v / EROSION CONTROL BLANKET 1 INDEX SHEET i 2 EXISTING CONDITIONS 2A LAND TITLE SURVEY ono 7m /cEasement V� 3 TOPSOIL STRIPPING PLAN Pei ` \ 4 OVERALL GRADING PLAN 0. 4A WEST LOT GRADING PLAN .4 -- LQ v �\\ v, \ \ 4B POND EXPANSION GRADING PLAN , I - X11 �I . A _ y � - 1 � Ij / `> 1000, / a / x 60 — - _—_— 760 x T"7777 _r — — -- 765. J— —f_— — 765 _. / I�' AN PeP P EL: 765.5 EL: 765.6 EL: 765.9 i i x 14256 ft2 14250 ft 14 250 f12 25 40' 40' ADD ED IMPERVI DUS AREA x FJ EL: 766.2 40 14250 ft2 40' 0 4EL:P4- EL: 765.8 14,250 ft 25' f, iI \\ \ 5A EXISTING STORMWATER PLAN .\ 5B PROPOSED STORM WATER PLAN 1 6 SITE RESTORATION PLAN 1 ' I -------- \ I — * \ 1 6,400 ft2 *\ ---- -- t 39' 8,000 ft2 I I 8,000 ft2 I 50' 30' \ a° --- v� 98'92' 96' — - -- - - --� x — — ----� — x X x o _ ons � - �_ ,ne � .,e � ene. oM1e - - - _ _: wK 1•6T O L I PARCEL SIZE: 709,150 SQ. FT/ 16.28 AC ADDED IMPERVIOUS EXCLUDING BUILDINGS: 39,956 SQ. FT/ 0.92 AC 283,314 SQ. FT IMPERVIOUS = 40.0% IMPERVIOUS 709,150 SQ. FT TOTAL 117,650 SQ. FT TOTAL BUILIDING FLOOR AREA = 16.6% BUILDING FLOOR AREA 709,150 SQ. FT TOTAL PARCEL AREA LEGEND PHASE 1 BUILDING PHASE 2 BUILDING — PHASE 3 BUILDING — PHASE 4 BUILDING NOTE: BUILDINGS AND ASPHALT WILL BE BUILT ON A PHASE BY PHASE BASIS. I 0 25 50 100 SCALE IN FEET 1 1 1 I 1 1 I 1 1 I 1 740 EXISTING GROUND IDX_ EXISTING GROUND INT —740— FINISHED GRADE IDX FINISHED GRADE INT x EXISTING FENCE x PROPOSEDFENCE IMPERVIOUS AREA ADDED IMPERVIOUS AREA Ty RECEII\iED E�1 SCP '19 2014 CHANHASSENPIANNINSDEPT REV DAIS BY DESCRIPTION TWIN CITIES SELF STORAGE LLC 1 (� Carlson Maple Highway 12 I hereby certify that this plan, specification Print Name: Daniel ].. RiggsDrawn: DJW SITE PLAN 9 Y0 9/5/14 DJR SUBMITTED FOR PLANNING APPROVAL / • environmental Maple Plain, MN 55359 or report was prepared by me or under my • •engineering Phone: (952)346-3900 direct supervision and that Iamaduly Signature: Designed: DJR 1900 STOUGHTON AVENUE INDEX SHEET Of McCain •surveying www.carlsonmccain.Com Licensed Professional Engineer under APPLICATION DRAWINGS the laws of the state of Minnesota Date: 9/5/14 License #: 49559 Date: 9/5/14 CHASKA, MN 55318 6 OVERHEAD ELECTRIC EASEMENT / OVERHEAD ELECTRIC Fur i i i i i i i i I v PREVIOUS PROPERTY / BOUDARY / / / / / / 750 / ' / 755' OVERHEAD ELECTRIC EASEMENT 1 I OVERHEAD ELECTRIC 76 /MR WATER POND Casement per 745 750 �y- 7 iso--/�/ '77\e � Jill • s' ' i - .. • • . : N J. /• •... M • N• I .. i :.. .:i' :- " Y; ; . ...:: , , , .. _ >" : •.» ',:: O\NG \ (ARC ��• �, •':' ,. .rt, r:'`: 'Tai• i ?•• � •}•�• ;:T 1 •- : -,: :'• G�y�\� I :w» IC •, t• .j. t3AyEL, a,• •..•,i'•..s.•.._ �•d• . -t !J\CJ� fr w •,•":•'1• '► •,'• JI : ter• _ .0 J. _. � •�• +';f+.•'.. . 41` I AT .. •e,,.• .: i�- r� •t: .tom :,+ ':. .. f ate; :, , :.; ? ;_ • J Zc �v\�-�\NG / A / ..•� , .. r'.. •s`f•a�S _ .GRAVEL ,: y,Lr,J.' •:.� ,• . ` : , A:. z:E OT= •a :. 3 — �� •..-•' .'•. •r• :o•r' -"�� moo RAISED CONCRETE WALLS 1 GARAGE CONCRET1 A ON CONCRETE RETAINING WALL \ / T711' HOUSE �I 33' ENTRANCE CENTERLINE -740- X 40 X CRY REC IVED ANWASSEN SEP 19 Z014 CHNWAM"NINODEPT EXISTING GROUND IDX EXISTING GROUND INT PAVEMENT OUTLINE FENCE 0 30 60 120 SCALE IN FEET REV DATE BY I DESCRIPTION TWIN CITIES SELF STORAGE LLC 2 (� Carlson Maple Highway 12 I hereby certify that this plan, specification Print Name: Daniel ]. Riggs Drawn: DJW SITE PLAN 9 y or report was prepared by me or under my 0 9/5/14 DJR SUBMITTED FOR PLANNING APPROVAL / •environmental Maple Plain, MN 55359 • •engineering Phone: (952)346-3900 direct supervision and that Iamaduly Signature: Designed: DJR 1900 STOUGHTON AVENUE EXISTING CONDITIONS of McCain •surve n www.carlsonmccain.com Licensed Professional Engineer under APPLICATION DRAWINGS 9 the laws of the State of Minnesota Date: 9/5/14 License #: 49559 Date: 9/5/14 CHASKA, MN 55318 6 ALTA/AGSM LAND TITLE SURVEY PARM OESGW 776W..• (Per Schedule A of Title Commitment File No. 140349, with a commitment date of February 12, 2014 at 8:00 A.M., prepared by Title Mark, LLC as issuing agent for First American Title Insurance Company) That part of the Southeast Quarter of the Southwest Quarter and that part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southeasterly of the southeasterly right-of-way line of the Chicago and Northwestern Railroad, southwesterly of the southwesterly right-of-way line of U.S. Trunk Highway No. 212 and westerly and northwesterly of the following described line: Quarter of he Southeast Quarter; thence on an assumed bearing of t the southwest comer of said Southwest Qua r t Q Commencinga 9 North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a p distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to said southwesterly right-of-way line of U.S. Trunk Highway 212 and there terminating. O (Abstract Property) • GfNEIPAL NOTES• O r PART OF SECTION 34, r 0� k08 r TOWNSHIP 116, RANGE 23, r CARVER COUNTY, MINNESOTA LEGEND - Denotes Found Right -of -Way Monument Cap Embossed with "Hennepin County R/W" - Denotes Found Carver County Section Corner Monument - Denotes Found Monument, as noted - Denotes Set Iron Pipe, Marked with RLS 40361 1) The field work for this survey was completed on April 23, 2014. � -Denotes Light Pole 2) Bearings shown hereon are based on the South line of the Southwest Quarter of the Southeast Quarter, which is assumed to ,00ao - Denotes Existing Spot Elevation bear N89'11'32"E. } 3) BENCHMARK: Minnesota Department of Transportation Geodetic Monument "1013 AM" GSID Station 83557 -Elevation 757.39 a - Denotes Utility Pole (NAVD 88)0 r_10— - Denotes Flared End Section C f0 4) Surveyed property address - 1875 Flying Cloud Drive, Chaska, MN, 55318 (per said title commitment). However, per the City LL'J LL z CD O O - Denotes Guy Wire of Chanhassen Zoning Map dated dated January 14, 2014, the property appears to be located in the city limits of Chanhassen. UMJ Q LJ H - Denotes Underground Telephone 5) Per FEMA Flood Insurance Rate Map Number 270051 0010 B with an affective date of July 2, 1979, surveyed property is Oe ae - Denotes Underground Fiber Optic located in Zone c, areas of minimal flooding. (No Shading) 5;O Z.• VICINITY MAP (NO SCALE) I \IN I \IN I N , I I N I 41 w City of Chanhassen, Carver County, MN Section 34, Township 116, Range 23 TWIN CITIES SELF STORAGE, CHASKA, LLC i m P� / GO / �y / ,�('?66 GQv� t�t� / / J�` Q� Jtrp / 0GR� 0 P / / �o ��co\ 0 0 a / Q� PQ Q 0 69�o9g9 / Sgt` 0 ose��y De� \ \4b O ,\ �SO3R0;' o4A - Denotes Gravel Area �< ?,r/ 440 6) No current zoning classification was provided by the insurer, however per the City of Chanhassen Zoning Map dated January - 14, 2014, the surveyed property is zoned "BF" Fringe Business District. r -Denotes Concrete Surface 7) No building setback or height restrictions were provided by the insurer. However, per the City of Chanhassen Code of\ \� \� /�•_a!/ 9 / � Ordinances, Chapter 20, the setbacks are: G� O� .]-tea'� / / Z` C O - o, Denotes Bituminous Surface // \ �t Ja 7 93 \ C r Minimum Front Yard - 25 feet. //t1t / 1 \p^�7F >as \� oo �oP - Minimum Side Yard - 10 feet / \�\O �../ 73,a.�Easemenn to b__\ jt \ x>439 �Z�? >\.f'o4t\ - Minimum Rear Yard 20 feet. o - Denotes Existing 2 Ft. Contour \ S\ P - The minimum setback is 50 feet when it abuts a residential district without being separated from the residential oo district by a street or railroad right -of -way. -a CQ �` �St �pog90 V� �7 �\ - Denotes Existing 10 Ft. Contour / P` �` eA 9 \ P< \ -Maximum permitted height -principal structure -one story \ �O \ / accessory structures -one story / I /\V !, G �Ci`)Q'• \/ �74a_ N 8) Surveyed property contains 1412,736 Sq. Ft. (19.48 acres).. / �y P ��` ��G/ -"� X _a -- \71� / //,'%,,X744.5 9) At the time of this survey, there were no changes in street right-of-way lines either completed or proposed, and available / \ from the controlling jurisdiction. There was no observable evidence of recent street or sidewalk construction or repairs. Fig / J 1 — — — J ?�?G'rl.. 747.2\- tl, x 746.4 \nI T'4 •fl f� 7 4 �J 10) Above ground utilities have been field located as shown. Underground utilities shown hereon are those which were field / \ �Q� - V, -q�. marked by utility companies responding to Gopher State One Call, Ticket No. 140900452, dated 3/31/14. All underground / (�(/ VA locations shown hereon are APPROXIMATE. Prior to any excavations or digging, contact Gopher State One Call for an on-site w ctls�eo` 1 1 1 / location (651-454-0002). N/ / ✓ a�I o�° O -a-._ _� / ,•� 751.9 5Z/ 11) At the time of this survey, there was no observable evidence of earth moving work building construction or building additions / — — within recent months. 12) Building encroachment on surveyed property, as shown hereon. / lr / 754 747.30 � i - _956 13) Per Schedule Bl, Requirements of the above listed Title Commitment: c it0 9p Item m - Warranty Deed -Highway Easement dated November 3, 1923; filed December 17, 1923 in Book 26 of Deeds, Page I //�� e0`',�e / / / - — %5� �� 76 609. (As shown hereon.) ` `tr�t 'S� 114 Per Schedule BII, Exceptions of the above listed Title Commitment: 00 30 60 120, �/ x 748.8 � V �eS / x 750. j�-` ` ` —J 762 P OItem 18 - Easement in favor of Northern States Power Company dated November 7, 1988; filed November 21, 1988 as I ,�'\fO'1�� / 18 Document No. 101295. (As shown hereon.) /I✓/: �(Ly Assignment and Assumptions of Easements dated November 30, 2000; filed January 24, 2001 as Document No. A281203. (IN FEET) Item 19 - Conditional Use Permit filed June 30, 1987 as Document No. 88330 / II $ / / / / / / / / * - Oro - _ yQ• ! Bvyd1n9 Conditional Use Permit #87-2 Interim Use Permit #92-1 dated February 24, 1992; filed April 23, 1992 as z/ � / / Document No. 134346. $ I / —h * �� :F 0 pts �2� u4° I � / JIN o9e' 0 � std ;11 / / // / I3Z $ ` / gni / / ` f. 5�t Z50�R0 � Amended and Restated Conditional Use Permit #87-2 Interim Use Permit #92-1 dated October 13, 2008; filed \ �, / -- November 12, 2008 as Document No. A491605. (The requirements and conditions contained in said documents / / / �' / / /x 7s� / / / -Gtitt� �G .- affect surveyed property but ore not shown hereon.) / /' I �y j ��56 lip _ Ite20 - Encroachment Easement Agreement dated October 6, 2004; filed October 21, 2004 as Document No. A399506. m (Does not affect surveyed property and is not shown hereon.) `� / T y �v` Item 21 - Grant of Permanent Easement for Public Drainage and Utility Purposes in favor of City of Chanhassen dated / / / /� �a� / ^ \ \ '' —' / / ✓ / \ . 21 August 3, 2009; filed August 6, 2009 as Document No. A505616. (As shown hereon.) / / / I/ / J / /4 / / x 763.1 / *� It -756.1 Item 22 - Easement in favor of The Minnesota Valley Electric Cooperative dated December 13, 1946; filed December 29, / 22 1949 in Book 47 of Deeds, Page 504. Partial Release of Easement dated July 13, 1987; filed August 6, 1987 as Document No. 89245. This confines the easement to the South 15 feet of the subject parcel. As shown hereon.) / �` / / �a°/ / / t ptord I / / --._75&2 EX/S7NYC PARK/NO No7E.• / 0�` / 4A� a° 66 / / / ✓ - / \� a � �.af / te��Grt p\ p I/ / O- No parking stalls located on surveyed property. `\ P O --`-� -'fie i / I °' m = 5t >e`stn a STATEMENT OF ENCROACHMENTS: ��yC pcptr�6 qi a1) Significant encroachments in Southeast corner of surveyed property as shown hereon. / G.1� / x 759.6 /«rem. o / 767.0 O 0- 2 „CERnFlCARON: s — LO To: Twin Cities Self Storage, Chaska, LLC; Title Mark, LLC as issuing agent for First American Title / Insurance Company /// / / / / x 761.3 / m p p'µ a o o / x 767.2 �Q � x N] 0 0 a I OX h x �(� in V) M ` (n to / This is to certify that this mop or plat and the survey on which it is based were made in / r accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, r( t Ot jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6(a), 7(a), 8, \ PJ 9, 11(a), 13, 14, 16, and 17 of Table A thereof. The field work was completed on April 23rd, 201y41./ (Cy / x 761.3 $ x 763.3 _ tX Date of Plat or Map: May 2nd, 2014 \ O 0ap, 00 ��// •``� \ - Area - �� O \ x7674,. \ e / `\ - P Signed: Carlson McCain, Inc. P 0top'.01�� / / (�V / \ p%oPti ��\:_/� CpnuieN T m0 VA % B V Greyµ r\`n x 761.2 / / XXXI'' x 7sa.5 t� 1 _ 'sem I'/ 0 H' 3 0 j/�. / �,> 1794-U'y G 6�, ' < 5 N m ; By Thomas R. Balluff, L.S. / /'` a" s Sj O '`'(` 22 / %4', t 1 `ff' r.� m n x7694 \�� o ;- Minnesota License No. 40361 /�/ I µ I} pox o'n ,�- -� S88 52'2TE _ ryh _ x 761 6/ Easement per Doc. No. 89245 / �• / I x 766.3 ` ro — — a �.� ��o--r- ='. 9 �- N89'11'32"E O 1=o emein poc. nl., 8924 -n a o l6 d,e — 2153.73 —/---------/-------- _ — I \�-- I I— —I—— I r , 2123.08 ae . d,e one -- one aM ane one — — — — —tee — — — — — — — — — —� fl ane ol,e PSx29- 4 yy �Fntl Mag Nal ` r3'i ane one da -�A- ma Garage us 1 — - - 11 -�--�- ----- RL 1018) II''��II Bitumi0 _`Y--_--�-- Southwest corner of Sec. 34,-r1 / OWNER: / OWNER: 1 494.57 .\ South Quarter corner of �`-\youth line of the South4est 52 00 �U' k22// Southeast corner of Sec. 34,-' G I I N88'52 27"W Quarter of the a Sou h I Quarter N891 32"E . \ ��Eyyyaaa OWNER: Twp. 116, Rge. 23 Twp. 116, Rge. 23 Stoughton Avenue / St ughton Avenue $ ( 11 South line of the Southeast St. JoAn Evangelical Sec. 3 , Twp. 716, Rge. 23-' of Sec 34, Two. 116, Rge. 23 oq'Bo-cw�,dyVtf1fll :'{ �tf11. Amanda Albers p g Ventures LLC entures LLC $ -Quarter of the Southwest Quarter OWNER: «_ \ I 'rhy� owy� �C\ 1 1 11�. I rN PID: 250030400 PID: 301370090 / P1 . 50030700 I I - o. n �I I>e of Sec. 34, Twp. 116, Rge. 23 9 Lutheran urcA _ a\ / PID: 30003270025cb \(,, OrRP Ifm H�`,f" `U -Ln o191 Ln } %zz00 LLI D �� Qo O. �� a� r_10— J C f0 LL'J LL z CD O O Z w O0 o UMJ Q LJ H Z Lr) :2 ;I- I CN Z L. M Z 5;O Z.• woa) Q O Q O L 00 0 - LU W > J raW o C U� Z Vu')Q � Z fn � L � U J .J LL f6 U QLn r � Q U J W J GO W Q N c N Q .l Y/ W Q M 20 LnL 01 U yj 0 Z Ln f0 - a~ Mi fn O 30 fa U YI REVISIONS 1. 2. 3. 4. 5. 6. DRAWN BY: P]B ISSUE DATE: 5/09/14 FILE NO: 839 CITY OFCHANHASSEN RECEIVED SEP 1 9 2014 CHANHAS$EN PIANNINQ DF" 2A of 6 10001, .00e 0000, S ILT(PMN — OPSOI � EPTH: 10" Or, s � o ' 1 SOIL TYP z' PB / TOPSOIL DEPTH: 16" 1 I SOIL TYPE: PA TOPSOIL DEPTH: 16" \ POND EXPANSION: \ �. \ 149 CY F TOPSOIL \ u \ � SOIL TYPE: MN ' TOPSOIL DEPTH: 10" \ / SOI TYP B� \ TOPSOIL D PTH- 1 " SOIL YPE: B TOP OIL EP H: 3" SOIL TYPE: PC ` TOPSOIL PE TH:7" SOIL TYPE: PC TOPSOIL DEPTH: 7" \'\ S IL TYP : PB 1 JQPS000��: 16" EST LOT EXPANSION: 6,653 CY OF TOPSOIL RE/ t '---------------- (ISTING GRAVEL/CONRETE . NO STRIPPING REQUIRED -------- ------------------- ---------- - — STOCKPILE EXCESS TOPSOIL HERE 0 6,802 CY OF TOPSOIL STRIPPED 958 CY OF TOPSOIL REQUIRED FOR SITE RESTORATION 5,843 CY OF EXCESS TOPSOIL FOR STOCKPILING SOIL OPSOIL DEPTH: 16" i i CITY OFCHANHASSEP RECEIVED SEP 19 2014 LEGEND CHANHAM PLANNINQDEP; SOIL POLYGON OUTLINE TOPSOIL STRIPPING EXTENTS AREAS NOT REQUIRING STRIPPING o zo 40 80 I,,,,Inul I I SCALE IN FEET REV DATE BY DESCRIPTION TWIN CITIES SELF STORAGE LLC 3 / Carlson Maple Highway 12 I hereby certify that this plan, specification Print Name: Daniel J. Riggs Drawn: DJW — SITE PLAN 9 Y 0 9/5/14 DJR SUBMITTED FOR PLANNING APPROVAL / -environmental Maple Plain, MN 6-39 di report was prepared ameorundermy TOPSOIL STRIPPING PLAN Of direct supervision and that I am a duly Signature: � Designed: DJR • .engineering Phone: lson 34 in.co 1900 STOUGHTON AVENUE APPLICATION DRAWINGS Licensed Professional Engineer under McCain 'surveying www.carlsonmccain.com the laws of the state of Minnesota Date: 9/5/14 License #: 49559 Date: 9/5/14 CHASKA, MN 55318 00000, / 1.40' / O \. / �.,POB DRAINAG D� u ITV EAS T -,z en \ — 40010<%/ -745 \ , .00e \zz� V 4000, - i / - /�� yy ' 0000' - - - /" --- 760 1000, - - o / - O, 6,400ft 2�� - -- ----- - - m 39' / 0� 760 \� EL: 765.8 a / •w \� — \ / 12 �� \ fl 1 e 14,250 � _/ _� Vel ✓` 8,000 ft= / xl 0 r �� —��— x x �" x x x x / ti 40' ------ _ y / x ----- 50' I 76 — // 765 % 40' \ 8,000 ftp} t i a 0 x 30' 30' �3y ' / > 8,000 fts P3 P2 Pi Pi ao 8,000 its �q�a 0, - \.- EL: 765.5 EL: 765.6 EL: 765.9 EL: 766.2 i - -5 ✓ ---f " 14 250 ft2 14250 ft2 14 250 ftz 14 250 ftZ 00 fts^^.�� 80 til -- — 25' 25, 40� 40' 40' � I 30 30' `v i� (I 1 r / I e � � -x x - x - LEGEND - - - — x x — x - _ _ J PHASE 1 BUILDING 740- EXISTING GROUND IDX_ PHASE 2 BUILDING EXISTING GROUND INT _ O PHASE 3 BUILDING —740— FINISHED GRADE IDX I PHASE 4 BUILDING FINISHED GRADE INT x EXISTING FENCE \ x PROPOSEDFENCE IMPERVIOUS AREA PARCEL SIZE: 709,150 SQ. FT/ 16.28 AC .t EXISTING TREE (NOT TO BE REMOVED) 283,314 SQ. FT IMPERVIOUS = 40.0% IMPERVIOUS NOTE: BUILDINGS AND ASPHALT 709,150 SQ. FT TOTAL WILL BE BUILT ON A PHASE BY PHASE BASIS. 3" ASPHALT PROPOSED TREE 117,650 SQ. FT TOTAL BUILIDING FLOOR AREA = 16.6% BUILDING FLOOR AREA 6" CLASS V 709,150 SQ. FT TOTAL PARCEL AREA I CITYOFCHANHMEN �— NOTE: ALL BUILDINGS ARE ONE t�P o zs so iRECEIVED I LOT PAVING SECTION STORY, 10' IN HEIGHT, AND WILL I 1 SEP 1 2014 BE USED AS STORAGE. I I SCALE IN FEET A G HANHA9$EN PtANfNNO REPT 1,047 CY OF CLASS V NEEDED REQ DATE BY DESCRIPTION TWIN CITIES SELF STORAGE LLC 4 j Carlson 5300 Highway 12 I hereby certify that this plan, specification print Name: Daniel J. Riggs Drawn: DJW SITE PLAN 9 Y 0 9/5/14 DJR SUBMITTED FOR PLANNING APPROVAL / •environmental Maple Plain, MN 55359 di report was prepared ameorundermy OVERALL GRADING PLAN Of directsupervisionandthatI r aduly Signature: oesigned:oJR APPLICATION DRAWINGS • .engineering Phone: (952) 346-3900 1900 STOUGHTON AVEN • surveying www.carlsonmccain.com Licensed Professional Engineer under McCain N 9 the laws of the State of Minnesota Date: 9/5/14 License #: 49559 Date: 9/5/14 CHASKA, MN 55318 x x x x x x x x x i x x 12 x x On x x x x x x x x 765 EL: 765.9 Pill EL: 765.8 P 1 EL: 766.2 / " 1Vi I �✓ % / / /� clTv RECEIVEDr: Se 152014 �- CHgNHASSENPlANNINOCtE � — -- f _ l P:y MIMI X X X X X X .� x _ X — --x_ - x X J _ ---- --- -- -- - - - ----- -- --- --- - -- -- ----- ------------ ° \\ - - -� �- LEGEND � PHASE 1 BUILDING --740 EXISTING GROUND IDX x PROPOSED FENCE PHASE 2 BUILDING - EXISTING GROUND INT IMPERVIOUS AREA PHASE 3 BUILDING —740— FINISHED GRADE IDX 0 EXISTING TREE (NOT TO BE REMOVED) I PHASE 4 BUILDING FINISHED GRADE INT r x - EXISTING FENCE PROPOSED TREE NOTE: BUILDINGS AND ASPHALT o 10 20 40 WILL BE BUILT ON A PHASE BY IIIIIIIIIII I i PHASE BASIS. SCALE IN FEET (� Carlson 5300 Highway 12 I hereby certify that this plan, specification Print Name Daniel J. RI s Drawn: DJW REQ DATE BY °LsczlPTi°" TWIN CITIES SELF STORAGE LLC SITE PLAN 4A 9 Y 0 9/5/14 DJR SUBMITTED FOR PLANNING APPROVAL WEST LOT GRADING PLAN •environmental Maple Plain, MN 55359 or report was prepared by me or under my Of • •engineering Phone: (952) 346-3900 direct supervision and that I am a duly Signature: Designed: DJR 1900 STOUGHTON AVENUE APPLICATION DRAWINGS McCain •Surveying www.carlsonmccain.com Licensed Professional Engineer under 49559 the laws of the State of Minnesota Date: 9/5/14 License #: Date: 9/5/14 CHASKA, MN 55318 I� Pill EL: 765.8 P 1 EL: 766.2 / " 1Vi I �✓ % / / /� clTv RECEIVEDr: Se 152014 �- CHgNHASSENPlANNINOCtE � — -- f _ l P:y MIMI X X X X X X .� x _ X — --x_ - x X J _ ---- --- -- -- - - - ----- -- --- --- - -- -- ----- ------------ ° \\ - - -� �- LEGEND � PHASE 1 BUILDING --740 EXISTING GROUND IDX x PROPOSED FENCE PHASE 2 BUILDING - EXISTING GROUND INT IMPERVIOUS AREA PHASE 3 BUILDING —740— FINISHED GRADE IDX 0 EXISTING TREE (NOT TO BE REMOVED) I PHASE 4 BUILDING FINISHED GRADE INT r x - EXISTING FENCE PROPOSED TREE NOTE: BUILDINGS AND ASPHALT o 10 20 40 WILL BE BUILT ON A PHASE BY IIIIIIIIIII I i PHASE BASIS. SCALE IN FEET (� Carlson 5300 Highway 12 I hereby certify that this plan, specification Print Name Daniel J. RI s Drawn: DJW REQ DATE BY °LsczlPTi°" TWIN CITIES SELF STORAGE LLC SITE PLAN 4A 9 Y 0 9/5/14 DJR SUBMITTED FOR PLANNING APPROVAL WEST LOT GRADING PLAN •environmental Maple Plain, MN 55359 or report was prepared by me or under my Of • •engineering Phone: (952) 346-3900 direct supervision and that I am a duly Signature: Designed: DJR 1900 STOUGHTON AVENUE APPLICATION DRAWINGS McCain •Surveying www.carlsonmccain.com Licensed Professional Engineer under 49559 the laws of the State of Minnesota Date: 9/5/14 License #: Date: 9/5/14 CHASKA, MN 55318 � � A V.,o NNI V I CINOFCWpNWASSEN ; RECEIVED LEGEND SEP 1 9 2014 CHANHASSEN PLANNING DEPT -740 EXISTING GROUND IDX EXISTING GROUND INT —740 FINISHED GRADE IDX FINISHED GRADE INT 0 10 20 40 SCALE IN FEET REV DATE BY DESCRIPTION TWIN CITIES SELF STORAGE LLC 4B 5300 Highway 12 I hereby certify that this plan, specification Print Name: Daniel ]. Riggs Drawn: DJW SITE PLAN � Carlson B y 0 9/5/14 D]R SUBMITTED FOR PLANNING APPROVAL / •environmental Maple Plain, MN 55359 drectsureport wvisionas ndthared by mamadue or ermy POND EXPANSION GRADING PLAN Of • .engineering Phone: (952) 346-3900 direct supervision and that I am a duly Signature: Designed: DJR 1900 STOUGHTON AVENUE McCain Licensed Professional Engineer under APPLICATION DRAWINGS • surveying www.carlsonmccain.com the laws of the state of Minnesota Date: 9/5/14 License #: 49559 Date: 9/5/14 CHASKA, MN 55318 6 / / / / / / ♦ WEST / / SITE / ♦♦ -DRAINAGE_ / 755 /760- / ♦♦ / ♦ / J / ♦♦ / '/---765- I♦ / '• F'o o° P / / a• �/� soca// ` a / ee / POND — Eosement per CENTRAL SITE NAGE c 5 Ilk ,750 FEAST SITE RAI NAG Ef OVERHEAD ELECTRIC EASEMENT SITE TGE -------- j CENTRAL SITE ID RAI NAG E � Me y� M Me a1re �j� — EA -SI DRAINA �j " CCTYOFCHANHASSEI RECEIVED SEP 19 201, LEGEND CHAN14ASSENPLANNINODFP1 740 EXISTING GROUND IDX EXISTING GROUND INT EXISTING DRAINAGE CATCHMENT 0 30 60 120 11111111111 1 1 SCALE IN FEET I hereby certify that this plan, specification Print Name: Daniel J. Riggs Drawn: DJW REV DATE BY DESCRIPTION TWIN CITIES SELF STORAGE LLC SITE PLAN 5A C 5300 Highway 12 0 9/5/14 DJR SUBMITTED FOR PLANNING APPROVAL / arson• environmental Maple Plain, MN 55359 or report was prepared by me or under my p direct supervision and that Iamaduly Signature: Designed: DJR 1900 STOUGHTON AVENUE EXISTING STORMWATER PLAN of • •engineering Phone: (952) 346-3900 Licensed Professional Engineer under APPLICATION DRAWINGS McCain I • Surveying www.carlsonmccain.com the laws of the State of Minnesota Date: 9/5/14 License #: 49559 Date: 9/5/14 CHASKA, MN 55318 6 \ / ♦ ES SITE ,' ♦I n NDISTURBED ,' ♦♦ DRA AG x x / / ♦ ' . i " 765 / '3 P P EL: 765.5 EL 765.6 EL: 765.9 //�' ♦♦ EST'— WEST SITE \ ♦♦ :\oe cNDISTURBED 6� SWALE /\ ♦♦ ry\��\; DRAINAGEx DR INACE t per AST -SITE RAI NAG E EL: 766.2 192 I w QST S1 RAI�N\A E s i — x x ^c + ♦ h / Easeme t per Doc.�No945-; - _ ase en o -� — — — — — — — — — — �— / -- 58.57S' IP FD IPU k la -41l I ` ` Ir RECEIVE) sEr LEGEND SEP 1 9 2014 CHANHAMN PLANNING DENT 740 EXISTING GROUND IDX EXISTING GROUND INT i PROPOSED DRAINAGE CATCHMENT DRAINAGE ARROW o I .I 6I Io SCALE IN FEET I hereby certify that this plan, specification Print Name: Daniel J. Ri s Drawn: DJW REV DATE BY DESCRIPTION TWIN CITIES SELF STORAGE, LLC 5 B ( Carlson 5300 Highway 12 0 9/5/14 DJR suBMITTED FOR PLANNING APPROVAL SITE PLAN • environmental Maple Plain, MN 55359 or report was prepared by me or under my PROPOSED STO RM WATE R PLAN Of • •engineering Phone: (952)346-3900 directsupervisionandthatIamaduly Signature: Designed:DJR 1900 STOUGHTON AVENUE APPLICATION DRAWINGS G McCain - surveying www.carisonmccain.com Licensed Professional Engineer under 49559 V Y 9 the laws of the State of Minnesota Date: 9/5/14 License #: Date: 9/5/14 CHASKA, M N 55318 p`Y_ b $a Y F_ Q�X C E ¢� N `o S w w U F N U O g d cTA nIn1 n,n ccAft I \IGTAI M^ll NO L%J^U DG MI14V J 1 CCL JAMBS & LINTELS, TYP 1 Sidewall1 3/32" = 1'-0" — 2 Sidewall2 3/32" = 1'-0" w 0 og I'D LO > o JAMBS & LINTELS, TYP Eave Height 10'-0" Floor Plan --AU 0' - 0" Eave Height TO' -0" Floor Plan 0' - 0" 112" 1 V-0" f STEELTRIM,TYP -1111 METAL WALL PANEL, TYP 3 Endwall1 Az.1 3/32" = 1'-0" 1/2 METAL WALL PANEL, TYP Ci:) Endwall2 A2.1 3/32" = 1'-0" 12'X 1 1501-01, LOAD BEARING STEEL JAMBS & LINTELS, TYP �12'X„X„� — — — — — — — — — UNIT NON -LOAD SEARING METAL STUD WALL, TYP SLOCATED BY OWNER) UNIT, TYP 12'-0” 12'-0” 12'-0" 10'-0" 10'-0" 10'-0" 1, 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'4" 12'-0" 12'-0" 12'X"X"� UNIT l; ii INTERIOR MINI STORAGE DOOR, TYP n #134 #135 I " I u 12'X 10' ii 15' DRIVE ISLE 12'X 10' CHID TO OVERHEAD STEEL BEAM -�I CHID TO CARRY ROOF LOAD, TYP @ BEARING WALL LOCATIONS I " I n II 12'X "X" J LOAD BEARING METAL STUD WALL, 10' UNIT MODULE UNLESS OTHERWISE NOTED, TYP 12,_0" 12,_0„ 12,_0„ 10,_0„ 10._0„ 10'-0" 10,_0„ 10'-0" 10,_0„ 10,_0„ 101_01, 10' 0„ 12,_0" 12 _0„ 101 x "XI, UNIT, TYP — — — — — — — — — 12' X "X" NON -LOAD BEARING METAL STUD UNIT WALL, TYP (LOCATED BY OWNER) 5 Floor Plan 1/2" / V-0" —i Eave Height /1 10'-0- METAL WALL PANEL. TYP -> Floor Plan 0'-0" 112" / 1'-0" oft- - Eave He' ht STEEL TRIM, TYP 101 - OII METAL WALL PANEL, TYP Floor Plan_ CITY OF CaIANHASSEt RECEIVED SEP 19 2014 KIEHM CONSTRUCTION INC. B41 5 220TH STREET W LAKEVILLE, MN 55044 OFFICE: (952)469-5600 FAX(952)469-1240 WWW.KCIBUILD5.COM 'ALL RIGHTS RESERVED. ALL PLANS AND ILLUSTRATIONS ARE THE EXCLUSIVE PROPERTY OF KIEHM CONSTRUCTION INC. AND ARE PROTECTED UNDER COPYRIGHT LAW. REPRODUCTION AND OR DISTRIBUTION OF THE ILLUSTRATIONS OR WORKING DRAWINGS BY ANY MEANS IS STRICTLY PROHIBITED. ALTHOUGH WE MAKE EVERY EFFORT TO ENSURE THE ACCURACY OF OUR PLAN INFORMATION, WE RESERVE THE RIGHT TO MAKE CORRECTIONS ON OUR PLANS IF CHANGES OCCUR. A2.1 Project # Project Number Date 9-4-14 Scale As indicated U) O _a) W C6 � L- O Q /!1 z /fL1 W 06 C: N C6 U U � L C O U_ N U O U A2.1 Project # Project Number Date 9-4-14 Scale As indicated i CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 LETTER OF TRANSMITTAL URIC JVC NV. 1/5/15 2014-31 ATTENTION Carole Hoeft RE: Twin Cities Self Storage Document Recording WE ARE SENDING YOU R Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 11/10/14 14-31 Conditional Use Permiti 2014-31 2 11/10/14 14-31 Site Plan Agreement 2014-31 ❑ Approved as noted ❑ Submit ❑ As requested ❑ Returned for corrections ❑ Return ❑ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit ❑ For your use ❑ Approved as noted ❑ Submit ❑ As requested ❑ Returned for corrections ❑ Return ❑ For review and comment R For Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO: If enclosures are not as noted, kindly notify us at once. copies for approval copies for distribution corrected prints 1 227-1107 SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMTT #2014-31 1. Permit Subject to the terms and conditions set forth herein and with the Amended and Restated Conditional Use Permit 87-2/ Interim Use Permit 92-1 recorded on November 12, 2008, Document No. 491605, and Conditional Use Permit 87-2/ Interim Use Permit 92-1 recorded with Carver County on April 23, 1992, Document No. 134346, the City of Chanhassen hereby grants: A Conditional Use Permit for expansion of a cold storage and warehousing facility for a total of 11 storage buildings. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a. The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4. b. The development shall comply with Site Plan 2014-31, plans prepared by Carlson McCain, dated September 5, 2014. 4. Termination of Permit The City may revoke the permit following a public hearing for violation of the terns of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the teams of this conditional use permit is a criminal misdemeanor. Dated: November 10, 2014 (SEAL) STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) CITY OF CHANHASSEN BY: &r� Tom Furlong, Mayor AND: Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this /& day of 2014, 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. KAREN J. ENGELHARDT Notary Public -Minnesota .1, My C6mMiWan Foolrof Jin 31. 2015 2 EXHIBIT A PARCEL A: That part of the Southeast Quarter of the Southwest Quarter and that part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southeasterly of the southeasterly right-of-way line of the Chicago and Northwestern Railroad, southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61, and westerly and northerly of the following described line: Commencing at the southwest comer of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of — beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to the southwesterly right-of-way line of said County State Aid Highway No. 61 and there terminating. PARCEL B: That part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61; northwesterly of the northwesterly right-of-way of County State Aid Highway No. 10 (Stoughton Avenue, formerly the Chaska and Shakopee Road); and easterly and southeasterly of the following described line: Commencing at the southwest comer of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to said southwesterly right-of-way line of County State Aid Highway No. 61 and there terminating. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: Commencing at the southeast corner of said Southwest Quarter of the Southeast Quarter; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64 degrees 30 minutes West 170 feet to point of center of said road; thence North parallel to East line of said Southwest Quarter of the Southeast Quarter to south line of County State Aid Highway No. 61; thence southeasterly along south line County State Aid Highway No. 61 to point where same intersects East line of said Southwest Quarter of Southeast Quarter; thence south along said east line to place of beginning. g:\plan\2014 planning cases\2014-3ltwin cities self storage cup spr'cup tc self stmge.dw CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2014-31 TWIN CITIES SELF STORAGE SPECIAL PROVISIONS AGREEMENT dated November 10, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Twin Cities Self Storage Chaska, LLC, a limited liability company (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for five additional, one-story, 14,250 square -foot storage buildings (referred to in this Agreement as the "project"). The land is legally described as shown on Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and finnishes 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 Agreement, the written terms shall control. The plans are: Plan A: Site Plan prepared by Carlson McCain, dated 9/5/14. Plan B: Grading, Drainage and Erosion Control Plans prepared by Carlson McCain, dated 9/5/14. Plan C: Landscaping Plan prepared by Carlson McCain, dated 9/5/14. 4. Time of Performance. The Developer shall install all required screening and landscaping by September 1, 2015. 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 Agreement, the Developer shall fiunish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $25,000.00 (drainage, 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. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Bruce Lamo Twin Cities Self Storage 1900 Stoughton Avenue 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 approved a site plan for five additional 14,250 square -foot storage buildings subject to the following conditions: Buildine: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Detailed occupancy related requirements will be addressed when complete building plans are submitted. Eneineerin¢: a. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. b. The hydrologic modeling must be completed with accepted literature values for the soil type present or the applicant must provide evidence that the infiltration rates are equal to the 3.97 inches per hour assumed for the model. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. c. A comprehensive, standalone SWPPP document with all elements required by Part III of the NPDES construction permit, the provided checklist and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to removal of any existing surfaces or structures, and removal of vegetation will be allowed or any grading permit will be issued. d. The conveyance must be stabilized along the entire length and energy dissipation and erosion prevention practices must be designed and implemented to protect the infiltration basin from unnecessary sediment deposition. e. The applicant shall include a materials list and engineers opinion of cost for all items necessary to meet the SWPPP requirements for erosion prevention and sediment control including the materials necessary for six (6) inches of topsoil and final stabilization. This amount shall be collected as escrow for erosion control. f. The applicant shall prepare an operations and maintenance manual for the channel. g. Assurances shall be provided for the conveyance channel consistent with the MS4 permit requirements for systems not owned and maintained by the MS4 permittee. Specifically. 1) It must allow for the city to conduct inspections, perform maintenance and assess costs when the permittee determines that the owner and/or operator of the structural stormwater BMP has not conducted maintenance. 2) It must include conditions that are designed to preserve the permittee's right to ensure maintenance responsibility ... when those responsibilities are legally transferred to another party. 3) It must include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stormwater management in Part III.D.5.a(2) continue to be met h. The applicant must procure and comply with the requirements of all other jurisdictional agencies with authority over the project area. i. The plan shall be redrawn to 50 -scale or larger, and must show the location of the benchmark used in the survey. The first floor elevation and corner elevations of the nearby buildings must be labeled to confirm that the grading will allow water to flow away from all structures onsite. k. The pond's Emergency Overflow Elevation and location must be shown on the plans. 1. Due to the location of the open channel drainage, the developer's engineer shall submit phased grading and erosion control plans. The plan phasing shall illustrate the erosion control that will be in place as the different buildings are constructed in Phase 1 through Phase 4. in. The plan sheets must identify any proposed stockpile locations and the erosion control measures to contain them. n. The aisles around the perimeter of the buildings must meet a minimum of width of 30 feet to allow 8-foot parking on one side and a 22-foot driving aisle. o. The corners of the parking lot shall be modified to provide adequate aisle width. Environmental Resources Specialist: a. The applicant shall provide landscape buffers to the north of buildings P2, P3 and P4 and the west of P3. The required number of trees for the vehicular use area shall be incorporated into the buffer landscaping. b. The applicant shall submit a revised landscape plan showing the additional buffers as well as an alternate selection to blue spruce. Fire: a. The new buildings will be required to have an approved fire sprinkler suppression system installed. Plans shall be drawn by a sprinkler design professional and submitted to Chanhassen Fire Marshal for review and approval. b. Twelve-inch building address numbers must be installed on each end of the building. Numbers must be of contrasting color. Contact Fire Marshal for additional information. c. "No Parking Fire Lane" signs will be required. Contact Fire Marshal for specific areas to be signed. Plannine: 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 applicant shall create a zoning lot and recombine the two properties as one parcel. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 4 CITY OF CHANHASSEN BY, L(&*%"ft &�+ Thomap A. Furlong, ..h.� or AND: Todd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisd rumay of,; 20 {+, 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. -------------------------- EK T. MEUWISSEN 9 ary Public -Minnesota W m Eches Jen a1, 2015 STATE OF MINNESOTA ) ( ss. COUNTY OF CQA4� ) NOTARY-Ptif:HC DEVELOPER: Twin Cities Self Storage Chaska, LLC BY: X�' Its �w u The foregoing instrument was acknowledged before me this �d�ay of"i 2014 by -2)aSpe - Larne the Owl)e r of Twin Cities Self Storage Chaska, LLC. WIN 11 NOTARY DRAFCED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147Chanhassen, MN 55317 j#KDEWNM.TRIE%RT _ pm(952)227-1100 ko _M,___ CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" 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. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims Gl 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 Agreement, 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 Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fast given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and 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 Agreement. D. Breach of Contract. Breach of the terms of this Agreement 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 Agreement 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 Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall 7 w not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 1 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_ M STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20by ,the of NOTARY PUBLIC DRAFrm BY: City of Cbanh ar 7700 Mmkot Bou a and P. O. Box 147 Chmib&z MN 55317 (952) 727-1100 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT 1u1 i �y &4 k &r�dffa1J'1 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 013 its mortgage. Dated this - -x day of&«m,/ er- 20/q. 4wa/eui itCf �tS 11 STATE OF MINNESOTA ) (ss. COUNTY OF CSCR- ) The foregoing instriment was acknowledged before me this �lday of De (3�vi.4re.✓, 20 A by -Pow 1 vJ N\ a o. LvS , the Q -0i ovy, Pre s (a tom# Of— C, f_C't. irorp . DRAFT® BY: City of ch mhas 7700 Madca BouLvwd P.O. Box 147 CbanhanM MN 55317 (952)227-1100 10 CArrUN M KERBER NOTARY PUBLIC -MINNESOTA MrOamYWon Eaprwin.31, Zp1! PARCEL A: That part of the Southeast Quarter of the Southwest Quarter and that part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southeasterly of the southeasterly right-of-way line of the Chicago and Northwestern Railroad, southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61, and westerly and northerly of the following described line: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to the southwesterly right-of-way line of said County State Aid Highway No. 61 and there terminating. PARCEL B: That part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61; northwesterly of the northwesterly right-of-way of County State Aid Highway No. 10 (Stoughton Avenue, formerly the Chaska and Shakopee Road); and easterly and southeasterly of the following described line: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to said southwesterly right-of-way line of County State Aid Highway No. 61 and there terminating. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: Commencing at the southeast corner of said Southwest Quarter of the Southeast Quarter; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64 degrees 30 minutes West 170 feet to point of center of said road; thence North parallel to East line of said Southwest Quarter of the Southeast Quarter to south line of County State Aid Highway No. 61; thence southeasterly along south line County State Aid Highway No. 61 to point where same intersects East line of said Southwest Quarter of Southeast Quarter; thence south along said east line to place of beginning. 11 Generous, Bob From: Generous, Bob Sent: Monday, December 08, 2014 9:56 AM To: 'Kay Lemke' Subject: Application to combine real estate parcels Attachments: SKMBT_C75414120809390.pdf Kay, As part of the city's condition of approval for the expansion of Twin Cities Self Storage, Chaska, LLC, we required the property owner to combine the two parcels as one lot. Attached is the application. Is there anything more I need to send you to get these parcels combined. Also, will we get a confirmation that the parcels have been combined. Thank you for your help. Please let me know if there is additional information you require. :.7. Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerousPci.chanhassen.m n. us Chanhassen is a Community for Life— Providing for Today and Planning for Tomorrow From: admmfpC&ci.chanhassen.mn.us[mailto•admmfoCdci.chanhassen.mn.usj Sent: Monday, December 08, 2014 9:39 AM To: Generous, Bob Subject: Message from KMBT_C754 Date Received CARVER COUNTY Taxpayer Services Department Government Center - Administration Building 600 East 4th Street Chaska, MN 55318-2102 Phone (952) 361-1910 Fax(952)361-1919 Application to Combine Real Estate Parcels Per MN Statute 272.46 the county auditor, upon written application of any person, shall for property tax purposes only, combine legal descriptions of contiguous parcels to which the applicant(s) hold title. In order to be combined, the following requirements must be met: • Receipt of completed form by owner or designated representative • Based upon deeds of record, parcels must be of the same (identical) ownership • Parcels must be contiguous • Parcels must be located in same unique taxing districts (TAG) • Current year and delinquent taxes must be paid on each parcel • If parcels are in a Tax Increment Financing District (TIF), they must be located in the same TIF district • If special assessments are not paid on all parcels, the city/township would need to recertify the special assessments for the new parcel CAUTION Parcels that have been combined cannot be subdivided again without local municipality approval. If located in a township, Carver County Land Management Office must also approve the subdivision. Combined property tax will be reflected on next year's tax statement Owner (Applicant) Name: Twin Cities Self Storage, Chaska, LLC Address: 607 Washington Ave S Phone Number: 612.702.8920 Unit 503 Minneapolis, MN 55425 Parcels to be combined: PID 25.0340120 PID 25.0340110 1900 Stoughton Ave 1875 Flying Cloud Dr Chaska, MN 55318 Chaska, MN 55318 Signature: For Office Use Only: Approved Denied By: Reason Denied: 3, 2014 C\Users\bruce\AppData\Local\Temp\Administrative subdivision Application to Combine Real Estate Parcels.doc Re: Twin Cities Self Storage Site Plan Agreement Administration Phone: 952.2271100 g Plannin Case #2014-31 Fax: 952.227.1110 Dear Mr. Lamo: Building Inspections Phone: 952.227.1180 Enclosed is the site plan agreement that must be executed by Twin Cities Self Storage Fax: 952.227.1190 Chaska, LLC. Note that if there is a different property owner and/or mortgage holder Engineering on the property, they will need to sign the consent(s) at the end of the permit. Once Phone: 952.227.1160 you have executed the permit, it must be returned to me for city execution and Fax: 952.2271170 recording at Carver County within 120 days of the approval (by March 10, 2015) and prior to the issuance of a building permit. The required security ($25,000) specified Finance in the site plan agreement (for erosion control and landscaping) shall be submitted in Phone: 952.227.1140 conjunction with the site plan agreement. Once this is recorded and erosion control Fax:952.2271110 metalled and inspected, a building permit may be issued. Park & Recreation Phone. 952.227.1120 A separate building permit application and review is required for the actual building Fax: 952.227.1110 construction. We recommend that you begin the building permit review as soon as possible. Recreation Center 2310 Coulter Boulevard A copy of the executed agreement will be returned for your files. Should you have Phone: 952.227.1400 any questions, please contact me at (952) 227-1131 or by email at Fax: 952.227.1404 b enerous ci.chanhassen.mn.us. Planning 8 Natural Resources Sin Phone: 952.227.1130 913*72 Fax: 952.227.1110 Public Works Robert Generous, AICP 7901 Park Place Phone: 952.227.1300 Senior Planner Fax: 952.227.1310 Enclosures Senior Center Phone: 952.227.1125 co: Kate Aanenson, Community Development Director Fax: 952.2271110 Todd Gerhardt, City Manager Wsbsft Terry Jeffery, Water Resources Coordinator www.ci.chanhassen.mn.us Jerry Mohn, Building Official Stephanie Smith, Project Engineer Dan Riggs, Carlson McCain g:\Plan\2014 planning cases\2014-31twm cities self storage cup spr\site plan agreement letter.doc SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow December 5, 2014 CITY OF CMSENMr. Bruce Lamo 7700 Markel Boulevard Twin Cities Self Storage PO Box 147 1900 Stoughton Avenue Chanhassen, MN 55317 Chaska, MN 55318 Re: Twin Cities Self Storage Site Plan Agreement Administration Phone: 952.2271100 g Plannin Case #2014-31 Fax: 952.227.1110 Dear Mr. Lamo: Building Inspections Phone: 952.227.1180 Enclosed is the site plan agreement that must be executed by Twin Cities Self Storage Fax: 952.227.1190 Chaska, LLC. Note that if there is a different property owner and/or mortgage holder Engineering on the property, they will need to sign the consent(s) at the end of the permit. Once Phone: 952.227.1160 you have executed the permit, it must be returned to me for city execution and Fax: 952.2271170 recording at Carver County within 120 days of the approval (by March 10, 2015) and prior to the issuance of a building permit. The required security ($25,000) specified Finance in the site plan agreement (for erosion control and landscaping) shall be submitted in Phone: 952.227.1140 conjunction with the site plan agreement. Once this is recorded and erosion control Fax:952.2271110 metalled and inspected, a building permit may be issued. Park & Recreation Phone. 952.227.1120 A separate building permit application and review is required for the actual building Fax: 952.227.1110 construction. We recommend that you begin the building permit review as soon as possible. Recreation Center 2310 Coulter Boulevard A copy of the executed agreement will be returned for your files. Should you have Phone: 952.227.1400 any questions, please contact me at (952) 227-1131 or by email at Fax: 952.227.1404 b enerous ci.chanhassen.mn.us. Planning 8 Natural Resources Sin Phone: 952.227.1130 913*72 Fax: 952.227.1110 Public Works Robert Generous, AICP 7901 Park Place Phone: 952.227.1300 Senior Planner Fax: 952.227.1310 Enclosures Senior Center Phone: 952.227.1125 co: Kate Aanenson, Community Development Director Fax: 952.2271110 Todd Gerhardt, City Manager Wsbsft Terry Jeffery, Water Resources Coordinator www.ci.chanhassen.mn.us Jerry Mohn, Building Official Stephanie Smith, Project Engineer Dan Riggs, Carlson McCain g:\Plan\2014 planning cases\2014-31twm cities self storage cup spr\site plan agreement letter.doc SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2014-31 TWIN CITIES SELF STORAGE SPECIAL PROVISIONS AGREEMENT dated November 10, 2014, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Twin Cities Self Storage Chaska, LLC, a limited liability company (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for five additional, one-story, 14,250 square -foot storage buildings (referred to in this Agreement as the "project"). The land is legally described as shown on Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnishes 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 Agreement, the written terms shall control. The plans are: Plan A: Site Plan prepared by Carlson McCain, dated 9/5/14. Plan B: Grading, Drainage and Erosion Control Plans prepared by Carlson McCain, dated 9/5/14. Plan C: Landscaping Plan prepared by Carlson McCain, dated 9/5/14. 4. Time of Performance. The Developer shall install all required screening and landscaping by September 1, 2015. 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 Agreement, the Developer shall famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $25,000.00 (drainage, 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. J PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Bruce Lamo Twin Cities Self Storage 1900 Stoughton Avenue 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 approved a site plan for five additional 14,250 square -foot storage buildings subject to the following conditions: Buildine: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Detailed occupancy related requirements will be addressed when complete building plans are submitted. Engineering: a. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. b. The hydrologic modeling must be completed with accepted literature values for the soil type present or the applicant must provide evidence that the infiltration rates are equal to the 3.97 inches per hour assumed for the model. The applicant must provide water quality modeling, 2 acceptable under Section 19-144(a)(l)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. c. A comprehensive, standalone SWPPP document with all elements required by Part III of the NPDES construction permit, the provided checklist and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to removal of any existing surfaces or structures, and removal of vegetation will be allowed or any grading permit will be issued. d. The conveyance must be stabilized along the entire length and energy dissipation and erosion prevention practices must be designed and implemented to protect the infiltration basin from unnecessary sediment deposition. e. The applicant shall include a materials list and engineers opinion of cost for all items necessary to meet the SWPPP requirements for erosion prevention and sediment control including the materials necessary for six (6) inches of topsoil and final stabilization. This amount shall be collected as escrow for erosion control. f. The applicant shall prepare an operations and maintenance manual for the channel. g. Assurances shall be provided for the conveyance channel consistent with the MS4 permit requirements for systems not owned and maintained by the MS4 permittee. Specifically: 1) It must allow for the city to conduct inspections, perform maintenance and assess costs when the permittee determines that the owner and/or operator of the structural stormwater BMP has not conducted maintenance. 2) It must include conditions that are designed to preserve the permittee's right to ensure maintenance responsibility ...when those responsibilities are legally transferred to another party. 3) It must include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part IH.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stournwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stormwater management in Part M.D.5.a(2) continue to be met h. The applicant must procure and comply with the requirements of all other jurisdictional agencies with authority over the project area. i. The plan shall be redrawn to 50 -scale or larger, and must show the location of the benchmark used in the survey. j. The first floor elevation and comer elevations of the nearby buildings must be labeled to confirm that the grading will allow water to flow away from all structures onsite. k. The pond's Emergency Overflow Elevation and location must be shown on the plans. 1. Due to the location of the open channel drainage, the developer's engineer shall submit phased grading and erosion control plans. The plan phasing shall illustrate the erosion control that will be in place as the different buildings are constructed in Phase 1 through Phase 4. in. The plan sheets must identify any proposed stockpile locations and the erosion control measures to contain them. n. The aisles around the perimeter of the buildings must meet a minimum of width of 30 feet to allow 8 -foot parking on one side and a 22 -foot driving aisle. o. The corners of the parking lot shall be modified to provide adequate aisle width. Environmental Resources Specialist: a. The applicant shall provide landscape buffers to the north of buildings P2, P3 and P4 and the west of P3. The required number of trees for the vehicular use area shall be incorporated into the buffer landscaping. b. The applicant shall submit a revised landscape plan showing the additional buffers as well as an alternate selection to blue spruce. Fire: a. The new buildings will be required to have an approved fire sprinkler suppression system installed. Plans shall be drawn by a sprinkler design professional and submitted to Chanhassen Fire Marshal for review and approval. b. Twelve -inch building address numbers must be installed on each end of the building. Numbers must be of contrasting color. Contact Fire Marshal for additional information. c. "No Parking Fire Lane" signs will be required. Contact Fire Marshal for specific areas to be signed. Plannine: 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 applicant shall create a zoning lot and recombine the two properties as one parcel. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 4 CITY OF CHANHASSEN M STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this ---day of 20� 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 DEVELOPER: Twin Cities Self Storage Chaska, LLC FW Its STATE OF MINNESOTA ) (ss. COUNTY OF 1 The foregoing instrument was acknowledged before me this _ day of 20_ by the of Twin Cities Self Storage Chaska, LLC. NOTARY PUBLIC DRAFCED BY: City of Chanhassen 7700 Market Boulevard P. 0. Box 147 Chanhass®, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" 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. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, 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 Agreement 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 Agreement. D. Breach of Contract. Breach of the terms of this Agreement 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 Agreement 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. Recordinc. This Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall 7 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 pm. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Re 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 famish 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. 3 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of 20 LM STATE OF MINNESOTA ) ( ss COUNTY OF 1 The foregoing instrument was aelmowledged before me this day of 20_, by DRAFr® BY: City of Chanhassen 7700 Markel Boulevartl P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 91 the NOTARY PUBLIC of 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 , the , of DRAFTED BY: City of Chanhas 7700 Market Boulevard P.O. Box 147 Chanhassm MN 55317 (952)227-1100 10 NOTARY PUBLIC Ott: PARCEL A: That part of the Southeast Quarter of the Southwest Quarter and that part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southeasterly of the southeasterly right-of-way line of the Chicago and Northwestern Railroad, southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61, and westerly and northerly of the following described line: Commencing at the southwest comer of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to the southwesterly right-of-way line of said County State Aid Highway No. 61 and there terminating. PARCEL B: That part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southwesterly of the southwesterly right-of-way line of County State Aid Highway No. 61; northwesterly of the northwesterly right-of-way of County State Aid Highway No. 10 (Stoughton Avenue, formerly the Chaska and Shakopee Road); and easterly and southeasterly of the following described line: Commencing at the southwest comer of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525.00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to said southwesterly right-of-way line of County State Aid Highway No. 61 and there terminating. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: Commencing at the southeast comer of said Southwest Quarter of the Southeast Quarter; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64 degrees 30 minutes West 170 feet to point of center of said road; thence North parallel to East line of said Southwest Quarter of the Southeast Quarter to south line of County State Aid Highway No. 61; thence southeasterly along south line County State Aid Highway No. 61 to point where same intersects East line of said Southwest Quarter of Southeast Quarter; thence south along said east line to place of beginning. 11 ,, Chanhassen City Council —November 10, 2014 11. Dakota Retail Property, Chanhassen Dakota Retail One, LLC: a. Approval of Amendment to Purchase Agreement. b. Approval of DEED Grant Agreement. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: None. TWIN CITIES SELF STORAGE, 1900 STOUGHTON AVENUE: APPROVAL OF Kate Aanenson: Can I just get clarification if you can see this on your screen? Mayor Furlong: Oh I should say, yeah. We are having some technical difficulties with the monitors this evening so we may not be able to. I don't know if we can broadcast them or not but we don't have them in the council chambers. Kate Aanenson: Okay. So this item as you mentioned Mayor, council members is on 1900 Stoughton Avenue. Mr. Bruce Lamo, the applicant. This property is zoned Business Fringe. If you recall the history on this property, we did do a conditional use amendment on the, he's requesting a conditional use amendment from the original one that was done. As you recall this property was split and the conditional use that over rode the entire property, there was some ambiguity there so we changed our ordinance to make sure that there's an existing conditional use. You can administratively split the property. So that, the storage unit did put in a stormwater pond to the back to resolve some of those issues and now Mr. Lamo wants to continue with additional phases so it needs a CUP amendment. Some of the concerns when we had the Planning Commission public hearing was to make sure that there's screening across the street on Stoughton Avenue. They were concerned about the visibility. The staff did require Mr. Lame, I do have the material samples here to match the existing or the architectural standards. Not what was put in place then but to meet the new standards. As you may be aware, these types of buildings can last quite a while on a piece of property so we wanted to make sure. I think the other discussion that we had with Mr. Lamo and Mr. Generous and myself talking to him about long term wise we looked at some of the access points to this property. We talked about this on our 61 corridor study that we did. We informed Mr. Lamo that that is our intention to bring sewer and water down in this area and that if we're down in that area before this developed there's still an opportunity to provide municipal services to the back of this property coming through an access way through Chaska and making sure that he's provided an opportunity so I think we're in sync on that to make sure that, provide him the most opportunities for future development as possible. So right now he'll be kind of doing the buildings in increments. Not attending them all see how he, how much use there is but again he's planning on five additional buildings again to taking those incrementally. So the BF district again was intended to look at limited use of commercial properties if this was guided industrial it still could be a use in that zoning district so we did take a look at that but again we are coming forward with the Comprehensive Plan amendment in this arca itself. The difference with the BF district in the, when that was put in place is intended to be kind of a temporary use without municipal sewer and water. If this was some other type of facility we'd want to see that. The one issue with the BF district it does require the 40 percent, which is a higher percent of green space requirement so that does limit the ultimate development of the property so again looking at providing municipal service and giving him that opportunity. So cold storage warehousing is permitted in the BF district so we are saying it does meet the standards of the zoning district and as the site plan, SCANNED I`i- 3 ) Chanhassen City Council — November 10, 2014 architectural renderings have been provided to the staff and represented here. Again the neighbors were concerned about landscaping. Not only the architectural view. Some of the lighting issues that are out there and I think those were all addressed at the Planning Commission so with that the staff is recommending the amendment to the conditional use permit to allow the I1 storage buildings for the cold storage warehousing. For 5, for the 5 new buildings and subject to the conditions of approval and adoption of Findings of Fact and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you Ms. Aanenson. Any questions for staff? Mr. McDonald. Councilman McDonald: I have a question. I remember when this came to us before. Wasn't there an issue about a storage water pond? Kate Aanenson: Yes Councilman McDonald: At one comer. Did we get all of that resolved? Kate Aanenson: Yes and that was one of the issues that our Water Resources Coordinator has worked with the applicant on to making sure that additional stormwater can be addressed and we believe that can be executed with the site plan agreement. Councilman McDonald: Thank you. Mayor Furlong: Thank you Mr. McDonald. Any other questions? Mr. Laufenburger. Councilman Laufenburger: Thank you Mr. Mayor. Kate there are 6 buildings on the site right now, correct? And the existing CUP allows g, correct? Kate Aanenson: Correct. Councilman Laufenburger: So he could do 2 more without any approval but what he's asking for is approval to do those, in addition to the 2 that he already has approval on, 3 more for a total of 11, is that correct? Kate Aanenson: (Yes). Councilman Laufenburger: So the action that we take tonight, if we approve this, he can build out his, he can take use of this permit all the way to 11? Kate Aanenson: That's correct. Councilman Laufenburger: Thank you. Mayor Furlong: Thank you. Any other questions? Ms. Aanenson, you mentioned the 61 corridor study which I know has been ongoing. Kate Aanenson: Yes. Mayor Furlong: And has been looking at land use down in this area. What's your sense, because a conditional use permit as I understand it, or maybe this is where I start. To the extent that the conditional use is allowed within a current zoning district, really the matter before the council this evening is whether or not they meet the criteria for that approval, correct? Chanhassen City Council — November 10, 2014 Kale Aanenson: Correct. Mayor Furlong: It's a quasi-judicial type of a decision in our case for the matter before us tonight. Kate Aanenson: Well the. Mayor Furlong: If they meet the standard then. Kate Aanenson: Right. A conditional use you can just attach conditions to mitigate any impacts. You couldn't deny the conditional use. Mayor Furlong: Right. Kate Aanenson: So I think right, our first conversation was that we wanted the standards to meet, not what was the steel buildings that were built in the past but to do a higher architectural grade and then additional landscaping. Mayor Furlong: Which is part of the conditions that we're looking for. Kate Aanenson: Correct. Mayor Furlong: Or that the City, is being recommended to the council Kate Aanenson: Right. Again to mitigate that and I also just wanted to point out too that we did talk about, depending on the rate that those buildings that we could provide opportunities for office industrial is what we're looking at in the revised Comprehensive Plan that would allow him additional buildings of a higher value. Mayor Furlong: And I guess that's my question. That while this is, this type of use is allowed with a conditional use permit in the BF zone. The existing zoning. Kate Aanenson: Correct Mayor Furlong: It sounds like your expectation is a different zoning would be more appropriate as we go through the Comprehensive Plan amendment. Kate Aanenson: Yes. Mayor Furlong: That's already in that process, that planning process. Kate Aanenson: Right, if it was office or industrial, which is what we have on Highway 5. We do have storage units on Highway 5 and those also are. Mayor Furlong: So this would also be a permitted use. Kate Aanenson: Correct. Mayor Furlong: Under what you think most likely will be the recommendation. It Chanhassen City Council—November 10, 2014 Kate Aanenson: Yeah because I think we talked about that early on when we were doing the corridor study. Whether or not we needed to do a moratorium but we felt like these, because this use would probably fit in the other category. We just wanted to apprise the property owner of the potential for higher and better uses that, and that be just very careful and considerate of how the property develops. Give himself the most oppommities. Mayor Furlong: And that would still be available, if I look at the schematics correctly, there would still be room to develop on this. Kate Aanenson: That's correct. Mayor Furlong: On the property beyond what's just being requested for these additional 5 buildings but 3 in addition to the current. Kate Aanenson: Correct. Mayor Furlong: Okay. Alright that sounds, thank you. Any other questions for staff? Is the applicant here? Is there anything? Good evening. Would you like to address the council this evening or anything you'd like to provide for us to consider? Bruce Lamo: Well I think Kate has done a good job of presenting exactly what I'm looking at doing. Mayor Furlong: Okay. If you could state your name and address for the record too, I'd appreciate it. Bruce Lamo: My name is Bruce Lamo. I live at downtown Minneapolis, 607 Washington Avenue South, Unit 503. Mayor Furlong: Thank you. Welcome Bruce Lamo: Thank you. I appreciate your consideration of my proposal. I am, you know to your earlier question. I do have the, on the books permission to build 2 additional buildings. I brought the adjoining property and put the original 16 plus acres that this was built on back as one large, larger piece and my plan is to expand. I want to put a slightly different design building on so the buildings that are there, you know they're basically metal sheds. Buildings that are going up will be a little more elaborate. They'll have a drive through feature to them. They will be the exterior, you what you'll see on the street will be a higher quality finished material so I won't be building buildings like I have. They'll actually be a little nicer building. Both I think from an outside appearance standpoint and from my customers access and use so I think it will be a better product for everybody. I have been full for about a year and a half, two years so I've been looking for an opportunity to expand. You know I think I service Chanhassen and Chaska. Most of my customers are fairly close to my facility so I think I'm providing a service. I get paid for it. I'm happy with that but I think I've got a good group of customers and I don't want to lose them. Frankly if I don't get to expand I think somebody else somewhere probably will take the opportunity to do so and then it's not going to be good for me and not necessarily good for them if they can't fill their business up either so I think this is a good proposal for all parties considered. I don't know if, I feel like I am, this is a little more expensive proposition for me because I am having to incorporate the higher design features in it but at the same time I don't have the municipal water supply so it's an expensive proposition for me to put in a sprinkling system. It's required now. I'm not arguing that I don't have to put it in but it is an added expense that if this did have the city water that would come with an industrial zone, you know it would be a significant savings for me but I'm willing to incur that cost because I have to do it in accordance with your code which isn't a problem but there are, it's not as easy a business to get into when, it was when these original buildings were built. You know they're fairly Chanhassen City Council —November 10, 2014 inexpensive. Fairly simple buildings. They're sturdy. They last a while but this will definitely be a better building all around. It will be a safer building. More attractive building and a better built building so hopefully you'll see it that way and approve my request. I am building only 2 buildings now and if I fill those up quickly I will want to continue to build as there is demand but I don't really know how much more demand there will be. By building where I am and building fairly close to my existing buildings, it will leave me the most flexibility to, if it gets rezoned and there are services provided. Someone else can use the land in a better way. That I can sell the land, I'd be happy to do that. If I can, if I have demand for it and I can use it, it does leave both me and potential uses you know the most flexibility. So that was, that's been my design. That's also what we worked out with Kate. I know the potential for roads coming through. That was incorporated into my site plan. Where the buildings are located so if any roads do come through I don't, there won't be any access issues. I won't be in anyone's way. You know there'll still be plenty of room for my driveways. Adequate screening so it shouldn't be a problem for anyone if and when that time comes. Mayor Furlong: Okay. Bruce Lamo: Did you have any questions for me? Mayor Furlong: Very good. I guess the first question I'll ask is, are you comfortable or in agreement with the conditions that are being proposed by staff for the proposal here? Bruce Lamo: Yes. I'd prefer they not be but yes. No, there's no surprises. I mean I knew when I started on this path that you would have some concerns and we've talked about them and I understand them and I'm comfortable with them, yes. Mayor Furlong: Okay, alright. Thank you. Any other questions? Mr. Laufenburger. Councilman Laufenburger: Mr. Lamo I appreciate your willingness to take advantage of perhaps a market opportunity that might be there for you and I realize there's investment associated with them and I wish you good luck with that. Tell me this, is there a utility that runs through the north side of your property? Is there a utility easement there? Bruce Lamo: There's a power line. Councilman Laufenburger: Power line. Bruce Lamo: That runs through there, yes. Councilman Laufenburger: Okay, alright. I wasn't sure if that was affecting your property or just to the west of you. Bruce Lamo: Yeah it does cut across my property, yes. Councilman Laufenburger: Okay, alright. And I'm assuming that anything that you do you're, we're operating in accordance with that utility easement, is that correct? Bruce Lamo: Yes. In fact on the property before I bought it there was a garage that was put up sometime ago that was partially under that line. That was demolished prior to me taking, that was one of the conditions I put before I took ownership of the property to make sure that that non -complying building which was under the power line was removed. Chanhassen City Council —November 10, 2014 Councilman Laufenburger. Okay, alright. Well very good. Thank you Mr. Lamo. Bruce Lamo: Thank you. Mayor Furlong: Thank you. Any other questions for Mr. Lamo? No? Thank you very much Bruce Lamo: Thank you. Mayor Furlong: There was a public hearing was there not I believe I saw at the Planning Commission Kate Aanenson: That's correct. Mayor Furlong: And so with that, unless there's specific, anything that's changed specifically since the Planning Commission that the council needs to be aware of, we'll bypass any public comment this evening unless somebody has something that's pressing that they want to share with us. Seeing nobody, why don't we bring it to council then for discussion and consideration of a motion. Thoughts and comments. I think it's, just a comment as Mr. Lamo expressed, he sees a market opportunity. He's looking to invest here in Chanhassen recognizing that the expectations have changed over the years in terms of construction and requirements but we still appreciate his looking to invest and grow his business here in Chanhassen so with that thank you for that. I think the proposal seems to make sense. It seems to be in line with the zoning requirements and conditions as well so unless there are any other thoughts or comments, I'd certainly entertain a motion at this time. Councilman Laufenburger: Mr. Mayor? Mayor Furlong: Councilman Laufenburger. Councilman Laufenburger: Mr. Mayor I move that the Chanhassen City Council approve the amendment to the conditional use permit to allow 1 I storage buildings for cold storage and warehousing and approve the site plan for five 14,250 square foot one-story storage buildings subject to the conditions in the staff report and adoption of the Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: So moved. Councilwoman Ernst: Second Mayor Furlong: I'll let you guys fight that one out. I'm sorry. Motion's been made and seconded. Any discussion on the motion? Hearing none we'll proceed with the vote. Councilman Laufenburger moved, Councilman McDonald seconded that the Chanhassen City Council approves the amendment to the Conditional Use Permit to allow 11 storage buildings for cold storage and warehousing; and approves the Site Plan for five 14,250 square foot one-story storage buildings subject to the following conditions and adoption of the Findings of Fact: Conditional Use Permit 1. The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4 Chanhassen City Council — November 10, 2014 2. The development shall comply with site plan 2014-31, plans prepared by Carlson McCain dated September 5, 2014. Site Plan Building: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Detailed occupancy related requirements will be addressed when complete building plans are submitted. Engineering: 1. The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. 2. The hydrologic modeling must be completed with accepted literature values for the soil type present or the applicant must provide evidence that the infiltration rates are equal to the 3.97 inches per hour assumed for the model. The applicant must provide water quality modeling, acceptable under Section 19-144(axl)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 3. A comprehensive, standalone SWPPP document with all elements required by Part III of the NPDES construction permit, the provided checklist and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to removal of any existing surfaces or structures, and removal of vegetation will be allowed or any grading permit will be issued. 4. The conveyance must be stabilized along the entire length and energy dissipation and erosion prevention practices must be designed and implemented to protect the infiltration basin from unnecessary sediment deposition. 5. The applicant shall include a materials list and engineers opinion of cost for all items necessary to meet the SWPPP requirements for erosion prevention and sediment control including the materials necessary for six (6) inches of topsoil and final stabilization. This amount shall be collected as escrow for erosion control. 6. The applicant shall prepare an operations and maintenance manual for the channel. 7. Assurances shall be provided for the conveyance channel consistent with the MS4 permit requirements for systems not owned and maintained by the MS4 permittee. Specifically: Chanhassen City Council — November 10, 2014 a. It must allow for the city to conduct inspections, perform maintenance and assess costs when the permittee determines that the owner and/or operator of the structural stormwater BMP has not conducted maintenance. b. It must include conditions that are designed to preserve the permittee's right to ensure maintenance responsibility ... when those responsibilities are legally transferred to another party. c. it must include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stormwater management in Part IH.D.5.a(2) continue to be met 8. The applicant must procure and comply with the requirements of all other jurisdictional agencies with authority over the project area. 9. The plan shall be redrawn to 50 -scale or larger, and must show the location of the benchmark used in the survey. 10. The first floor elevation and comer elevations of the nearby buildings must be labeled to confirm that the grading will allow water to flow away from all structures onsite. 11. The pond's Emergency Overflow Elevation and location must be shown on the plans. 12. Due to the location of the open channel drainage, the developer's engineer shall submit phased grading and erosion control plans. The plan phasing shall illustrate the erosion control that will be in place as the different buildings are constructed in Phase 1 through Phase 4. 13. The plan sheets must identify any proposed stockpile locations and the erosion control measures to contain them. 14. The aisles around the perimeter of the buildings must meet a minimum of width of 30 feet to allow 8 - foot parking on one side and a 22 -foot driving aisle. 15. The comers of the parking lot shall be modified to provide adequate aisle width. Environmental Resources Specialist: 1. The applicant shall provide landscape buffers to the north of buildings P2, P3 and P4 and the west of P3. The required number of trees for the vehicular use area shall be incorporated into the buffer landscaping. 2. The applicant shall submit a revised landscape plan showing the additional buffers as well as an alternate selection to blue spruce. Fire: 1. The new buildings will be required to have an approved fire sprinkler suppression system installed. Plans shall be drawn by a sprinkler design professional and submitted to Chanhassen Fire Marshal for review and approval. Chanhassen City Council — November 10, 2014 2. Twelve -inch building address numbers must be installed on each end of the building. Numbers must be of contrasting color. Contact Fire Marshal for additional information. 3. "No Parking Fire Lane" signs will be required. Contact Fire Marshal for specific areas to be signed. Plannine: 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 applicant shall create a zoning lot and recombine the two properties as one parcel. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 7015 SANDY HOOK CIRCLE: REQUEST FOR A VARIANCE TO EXCEED THE IMPERVIOUS SURFACE LIMITATION TO CONSTRUCT A DRIVEWAY: APPLICANT/ OWNER: RICK KOLBOW. Kate Aanenson: Thank you Mayor, members of the City Council. This item did appear before the Planning Commission on their October 21" meeting. The commission voted 4 and 3 against so therefore it gets appealed to the City Council. As you mentioned the property address is 7015 Sandy Hook Circle. This area, they're requesting a hard cover variance to allow them to expand their driveway and create a, expand their property to allow for a driveway and a garage pad. The garage pad itself meets all the requirements of the zoning district as far as setbacks. The problem that they're having then is the 2.7 percent hard surface coverage. The staff had recommended if the Planning Commission wanted to approve it and wanted for mitigation for the variance provide a rain garden that was also shown on the site. There was a lot of back and forth regarding the discussion of the future, the applicant's desire to future put a garage on the site and then the driveway, you'd have to widen the driveway to make the move, tum movement to get to the garage so again they wanted that additional space in the future. So we pointed out at the Planning Commission meeting too your side yard can, as a plan you can put a boat. A camper, those sort of things. Storage can go on your side yard. You don't have to use hard surface coverage as you could with a car but as the applicant's had indicated, when you have people getting in and out of a car all the time it's different than a parked storage on the side of your when you have to do snow removal to get in and out of the vehicle. Again they wanted to provide that pad today to allow for future use of the garage and any structure on that if they stay within the pad limits would then meet the setback requirements so it's the hard surface of the 2.75 that was the problem. The staff did look at several properties in the area that have a larger than a two car garage. There were several in the surrounding properties and in addition we looked at some of the lot sizes. When they project came in in 1980 the, anything over 24 lots was required to do a PUD so when it came in there was lots that were smaller in the area. The subject site is smaller in the 12,632. Smaller than the 15,000 square footage requirements, as are the two properties immediately behind and then the one adjacent are also between 10 and the 12,600 square footage so a little bit of an anomaly there. Those being the smallest lots within the neighborhood. So we looked at some of the surrounding properties. Back in the 1980's we didn't do the detailed surveys that we do now and we found that out when we rezoned a lot of those PUD's that some properties did work without permits. We didn't manage stormwater calculations as we do today. The applicants did come in and go through the correct process to do that so some of the surrounding properties are over the hard surface coverage so while this application isn't today, the surrounding properties are over the 25 percent. Anywhere from 26 to 28 percent. The largest lot adjacent to this one, the property to the south is a little bit larger so that is under the 25 percent. So with that there was a split decision. The staff had put approval conditions, findings and denial but again the Planning Commission went back and forth regarding is it appropriate to do a rain garden? Does that make sense? Can this is something that, 10 14-3i CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Bruce Lamo for an amendment to the Conditional Use Permit and Site Plan Review on property zoned Fringe Business District — Planning Case #2014-31. On October 21, 2014, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bruce Lamo for an amendment to the Conditional Use Permit to allow 11 storage buildings for cold storage and warehousing, and Site Plan Review and five 14,250 square -foot one-story storage buildings. The Planning Commission conducted a public hearing on the proposed variance preceded by published and mailed notice. The Planning Commission makes the following: FINDINGS OF FACT The property is currently zoned Fringe Business District, BF 2. The property is guided in the Chanhassen Comprehensive Plan for Office Industrial uses. 3. The legal description of the property is shown on the attached Exhibit A. 4. When approving a conditional use permit, the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. Will not be detrimental to or enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. Finding: The original Conditional Use Permit was approved in 1987 and amended in 2008 to allow a total of 60 parking stalls. When sewer and water become available to the site, the parcels may be rezoned to Office/Industrial and accommodate a more intense use. Approval of the amendment to the Conditional Use Permit will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. Only 40 percent of the site will be developed through the proposed expansion. The applicant has installed security cameras and an automated entrance gate which is only operable during scheduled business hours. The applicant will provide additional landscaping along the fence line to provided 100 percent screening to Stoughton Avenue. b. Will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. SCANNED l Finding: Cold storage and warehousing are a listed conditional use in the BF district. The site received a conditional use permit in 1987 for the existing mini - storage facility. Sewer and water is not available to the site until Municipal Urban Service Area (MUSA) phasing. Based on the conditions of approval for the amendment to the CUP, the request is consistent with the city's comprehensive plan. The Conditional Use Permit allows reasonable use of the property until sewer and water become available, at which time the site may be rezoned to Office/Industrial which allows a more intense use. Only 40 percent of the site will be developed through the proposed expansion. C. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. Finding: The mini -storage buildings are currently constructed on the site. The 60 stalls for various vehicles were approved in 2008. The character of the area will not change with the addition of the five storage buildings. The proposed building materials are an upgrade from previous storage buildings on site. d. Will not be hazardous or disturbing to existing or planned neighboring uses. Finding: The existing mini -storage facility has been in business since 1987. The additional storage buildings may increase some of the traffic to the site; however, the mini -storage has specific hours. The gate automatically closes and is locked between the hours of 10 p.m. and 6:30 a.m. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Finding: The site does not have sewer and water services available to the site. The detention pond will provide adequate drainage and stormwater treatment prior to entering Assumption Creek. The site is currently served by Stoughton Avenue, which is maintained by the City of Chaska. The applicants have installed security cameras and a self-closing gate on the property for off hours to ensure safety on the site. The applicant will be installing water reservoirs to accommodate the fire sprinkler system. The applicant will be expanding the storm water system to accommodate additional runoff. A maintenance security for this private system will assure its continued operation. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. 2 Finding: The site will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. The mini -storage has been in operation since 1987. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Finding: The use will not be detrimental to any persons, property or the general welfare. The applicant has upgraded the building materials to meet city standards. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Finding: The site currently has access off of Stoughton Avenue; there have not been any issues with traffic congestion from the site. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. Finding: Based on the conditions of approval for the mini -storage and outdoor storage, the proposed use will not result in the destruction, loss or damage of solar access, natural or scenic or historic feature of major significance. The applicant is proposing to expand the detention pond to treat the stormwater prior to entering Assumption Creek. j. Will be aesthetically compatible with the area. Finding: The mini -storage is an existing facility and will not change the aesthetic appearance of the area. In addition, the applicant will install landscaping to screen the site from public view along Stoughton Avenue. k. Will not depreciate surrounding property values. Finding: The proposed five -building expansion will not depreciate surrounding property values as the storage facility has been in operation for over 20 years. 1. Will meet standards prescribed for certain uses as provided in this article. Finding: The mini -storage buildings have been active since 1987 and meet the use criterion of the city code. The proposed buildings meet the minimum architectural standards in city code. The proposed detention pond meets all of the NURP standards required by city code. 5. In evaluating a site plan and building plan, the city shall consider the developments compliance with the following: a. The proposed five buildings are 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. Cold storage and warehousing are conditional uses in the BF district; b. The proposed five buildings are consistent with the site plan review requirements; C. The proposed five buildings preserve the site in its natural state to the extent practicable since only 40 percent of the site will be developed, additional landscaping installed and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d. The proposed five buildings create 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 five buildings create 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. £ The proposed five buildings protect 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. 6. The planning report #2014-31 dated October 21, 2014, prepared by Robert Generous, et al, is incorporated herein. 4 RECOMMENDATION The Planning Commission recommends that the City Council approve the amendment to the Conditional Use Permit and site plan for the Twin Cities Self Storage expansion. ADOPTED by the Chanhassen Planning Commission this 21 ' day of October, 2014. CHANHASSEN PLANNING COMMISSION BY: Its Chairman Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: CITY OF CHANHASSEN (A) These newspapers have complied with the requirements constituting qualification as a legal CARVER & HENNEPIN newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as COUNTIES amended. NOTICE OF PUBLIC PLANNING CASE NO. 201431 (B) The printed public notice that is attached to this Affidavit and identified as No. 1 �a NOTICE IS HEREBY GIVEN was published on the date or dates and in the newspaper stated in the attached Notice and said that the Chanhassen Planning Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Commission will hold a public the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both hearing on Tuesday, October 21, inclusive, and is hereby acknowledged as being the kind and size of type used in the composition 2014, at 7:00 p.m. in the Council and publication of the Notice: Chambers in Chanhassen City Hall, 7700 Market Blvd. abcdefghpklmnoTBy The purpose of this hearing is to consider a request for an Amendment to Conditional UsePermit 1987-02 to increase the number of storage buildings; %Laurie A. Hartman and Site Plan Review for five C/ J additional storage buildings on approximately 16.5 acres of Subscribed and sworn before me on property zoned Business Fringe (BF) and located at 1900 Stoughton Avenue and 1875 Flying Cloud h Drive(CR61). Applicant/Owner.[� Bruce Lamo, Twin Cities Self this 1 day of % 5LA14-1 2014 Storage, Chaska, I.I.C. A plan showing the locationr C of the proposal is availableNE�I:%tihi F t.ti( for public review on the City's NOTARY PUBi1C-M:YNESOTA web site at www.ci.chanhassen. 1(1' COMM13SIiAr MRES mn.us/2014-31 or at City Hall during regular edprsbusiness hours. N Itc All interested peons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, AICP, Senior Planner Email: bgenerousCa RATE INFORMATION ci.chanhassen.mn.us Phone: 952-227-1131 Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch (Published in the Chanhassen Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Villager on Thursday, October 9, 2014: No. 4023) Rate actually charged for the above matter ............................................... $12.59 per column inch SCANNED 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.2271100 Fax: 952.227.1110 Building Inspections Phone. 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.2271160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.2271120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone. 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 14-3i November 14, 2014 Mr. Bruce Lamo Twin Cities Self Storage 1900 Stoughton Avenue Chaska, MN 55318 Re: Twin Cities Self Storage, Conditional Use Permit & Site Plan Planning Case #2014-31 Dear Mr. Lamo: This letter is to confirm that on November 10, 2014 the Chanhassen City Council approved the following: Conditional Use Permit subject to the following conditions: 1. The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4. 2. The development shall comply with Site Plan 2014-31, plans prepared by Carlson McCain dated September 5, 2014. Site Plan for five additional 14,250 square -foot storage buildings subject to the following conditions: Buildine: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. Engmeertiz: Website 1. The applicant must provide adequate evidence that there is no area on the subject www.ci.chanhassen.mn.us property suitable for infiltration. The discussion must include the practicality of altering the site layout. SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow 47 Mr. Bruce Lamo November 14, 2014 Page 2 2. The hydrologic modeling must be completed with accepted literature values for the soil type present or the applicant must provide evidence that the infiltration rates are equal to the 3.97 inches per hour assumed for the model. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 3. A comprehensive, standalone SWPPP document with all elements required by Part III of the NPDES construction permit, the provided checklist and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to removal of any existing surfaces or structures, and removal of vegetation will be allowed or any grading permit will be issued. 4. The conveyance must be stabilized along the entire length and energy dissipation and erosion prevention practices must be designed and implemented to protect the infiltration basin from unnecessary sediment deposition. 5. The applicant shall include a materials list and engineers opinion of cost for all items necessary to meet the SWPPP requirements for erosion prevention and sediment control including the materials necessary for six (6) inches of topsoil and final stabilization. This amount shall be collected as escrow for erosion control. 6. The applicant shall prepare an operations and maintenance manual for the channel. 7. Assurances shall be provided for the conveyance channel consistent with the MS4 permit requirements for systems not owned and maintained by the MS4 permittee. Specifically. a. It must allow for the city to conduct inspections, perform maintenance and assess costs when the permittee determines that the owner and/or operator of the structural stormwater BMP has not conducted maintenance. b. It must include conditions that are designed to preserve the permittee's right to ensure maintenance responsibility ...when those responsibilities are legally transferred to another party. c. It must include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stormwater management in Part IH.D.5.a(2) continue to be met 8. The applicant must procure and comply with the requirements of all other jurisdictional agencies with authority over the project area. i Mr. Bruce Lamo November 14, 2014 Page 3 9. The plan shall be redrawn to 50 -scale or larger, and must show the location of the benchmark used in the survey. 10. The first floor elevation and comer elevations of the nearby buildings must be labeled to confirm that the grading will allow water to flow away from all structures onsite. 11. The pond's Emergency Overflow Elevation and location must be shown on the plans. 12. Due to the location of the open channel drainage, the developer's engineer shall submit phased grading and erosion control plans. The plan phasing shall illustrate the erosion control that will be in place as the different buildings are constructed in Phase 1 through Phase 4. 13. The plan sheets must identify any proposed stockpile locations and the erosion control measures to contain them. 14. The aisles around the perimeter of the buildings must meet a minimum of width of 30 feet to allow 8 -foot parking on one side and a 22 -foot driving aisle. 15. The comers of the parking lot shall be modified to provide adequate aisle width. Environmental Resources Specialist: 1. The applicant shall provide landscape buffers to the north of buildings P2, P3 and P4 and the west of P3. The required number of trees for the vehicular use area shall be incorporated into the buffer landscaping. 2. The applicant shall submit a revised landscape plan showing the additional buffers as well as an alternate selection to blue spruce. Fire: 1. The new buildings will be required to have an approved fire sprinkler suppression system installed. Plans shall be drawn by a sprinkler design professional and submitted to Chanhassen Fire Marshal for review and approval. 2. Twelve -inch building address numbers must be installed on each end of the building. Numbers must be of contrasting color. Contact Fire Marshal for additional information. 3. "No Parking Fire Lane" signs will be required. Contact Fire Marshal for specific areas to be signed. Plannine: 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. Mr. Bruce Lamo November 14, 2014 Page 4 2. The applicant shall create a zoning lot and recombine the two properties as one parcel. We have contacted your engineer to get estimates for the erosion control measures as part of the development. We have also estimated your landscaping requirements for the development. Once we have all these numbers, I will draft the site plan permit that must be executed by Twin Cities Self Storage, LLC. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the permit. Once you have executed the permit, it must be returned to me for City execution and recording at Carver County within 120 days of the approval (by March 10, 2015) and prior to the issuance of a building permit. The required security specified in the site plan permit (for erosion control and landscaping) shall be submitted in conjunction with the site plan permit. Once this is recorded and erosion control installed and inspected, a building permit may be issued. A separate building permit application and review is required for the actual building construction. We recommend that you begin the building permit review as soon as possible. A copy of the executed permit will be returned for your files. Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerousna,ci.chanhassen.mn.us. Sincerel Robert Generous, AICP Senior Planner Enclosures ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Stephanie Smith, Project Engineer Dan Riggs, Carlson McCain g:\plan\2014 planning cases\2014-311win cities self storage cup sprNapprovel lettaAoc SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow )4-31 r architect or other design professional; to include civil, architectural, and site 7901 Park Place September 13, 2011 Cl l l OF MY Twin Cites Self Storage CH�iHASSEN c/o Bruce Lamo Senior Center 1900 Stoughton Avenue 7700 Market Boulevard Chaska, MN 55318 PO Box 147 Chanhassen, MN 55317 Re: CUP Amendment/Site Plan - Development Review Web Site Incomplete Application - 1900 Stoughton Avenue Administration Division 7 of the City Code. If you believe you cannot comply with these Phone: 952.227.1100 Dear Mr. Lamo: Fax: 952.2271110 This letter is to inform you that we received your Development Review Building Inspections Phone: 952.227.1180 Application for a Conditional Use Permit Amendment and Site Plan Review for Fax: 952.227.1190 property located at 1900 Stoughton Avenue. City staff has reviewed the documents which were submitted for the above -referenced project. Based on this Engineering review, the submittal is incomplete and cannot be scheduled for public review. Phone: 952.227.1160 The following information needs to be submitted before we can initiate the City Fax: 952.227.1170 review process: Finance Phone: 952.227.1140 The following information is missing: Fax: 952.2271110 See. 20-109. - Applications. Park & Recreation Phone: 952.227.1120 (1) Evidence of ownership or an interest in the property, to include all owners Fax: 952.227.1110 impacted by the Conditional Use Permit; Recreation Center (2) The application fee. The fee for this review would be: 2310 Coulter Boulevard Phone: 952.227.1400 • CUP Amendment = $425 Fax: 952.227.1404 • Site Plan Review = $500 + $10 per 1,000 sq. ft. of new building area • Variance = $200 Planning & Natural Resources • Notification Sign = $200 Phone: 952.227.1130 • File fee = $50 per document Fax: 952.227.1110 SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow (3) Complete site plans, signed by a registered architect, civil engineer, landscape. Public works architect or other design professional; to include civil, architectural, and site 7901 Park Place tabulation information. Phone: 952.227.1300 Fax: 952.2271310 Additionally, staff is concerned that your proposal does not comply with the Senior Center requirements of City Code, including architectural requirements, landscaping and Phone: 952.227.1125 buffer requirements and the Fringe Business District requirements. Fax:952.2271110 The architectural requirements are found in the Design Standard for Commercial Web Site Industrial and Office -Institutional Developments in Chapter 20, Article XXII, www.ci.chanhassen.mn.us Division 7 of the City Code. If you believe you cannot comply with these requirements you will need to request a variance. SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Bruce Lamo September 13, 2011 Page 2 The landscaping requirement can be found in the Landscape and Buffer Yard requirements in Chapter 20, Article XXV of the City Code. The district regulations and intent can be found in Chapter 20, Article XX of the City Code. Your request cannot be processed until a complete application is submitted; therefore, I am returning your application to you. If you have any questions please contact me at (952) 227- 1132 or by email at akairies@ci.chanhassen.mn.us. Sincerely, 6� Angie Kairies Planner I Enclosure g:\plan\2011 planning cases\twin cities self storage\incomplete applicationAm r rrill`71 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: ��✓it/rt li: e Se 1T/S/4 r, e C e c /��r I/�1 41 Contact: a � -e Lam. Phone: 4/a Boa s9ao Fax: Email: 6 « a 4—:..e ;errFJ(4(e Planning Case No. 3roperty Owner Name and Address: L? r. c e Lam. --a Phone:&/a Toa- S9d o Fax: Email: br,.�e/w...,6�d.,, e;1,'eSj/, ,1e,cu.., NOTE: Consultation with City staff is required prior to submittal, including review of development plans VComprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review --,/—Site Plan Review (SPR)* Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign – $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost** - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE 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. *Five (5) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple appl;cations are processed, the appropriate fee shall be charged for each application. PROJECT NAME: C n a f Qn 7��e �j %•,.1-3 4z- -3 ;'d,1 LOCATION: LEGAL DESCRIPTION AND PID: F/D as -o3 Vo /mooi �.{ �„� fhis SCJ .(Q4 pL '/(p Se of, �� sem/;.. _ vv 02M,'V LN S r w of a./�. 1 N✓^p N[,r r..b� r/.L-7. i3 � '� r TOTAL ACREAGE: WETLANDS PRESENT: PRESENT ZONING: REQUESTED ZONING: YES ✓ NO 111'r� PRESENT LAND USE DESIGNATION: �Rh REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: I a�oP'T`'o- / 1'c /0 S 4wLk4 e. t ( L d '/6P'rr _ d k 0 FOR SITE PLAN REVIEW: Include number of existing employees: I_ and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. SI nature of Applicant Da g 3i i Signa a of Fee Owner Da e 9Ap1anV0rmt\deve10pmen1 review applicatimAm i PLEASE PRINT Planning Case No. CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: / �w/dl i CC Je/T �Ke rwa Q C In> c /��, W? 4/ 57S7,T / g Contact: f3 cc L� o Phone: 4/a -7oJ �ao Fax: Email: 6,,« /4w,o e 4..i; t, ;ers�jr,je Name and Address: .�" /4 S� 0 4 iron S/" 3/-✓ce 4e, --a Phone:&ra- hod 9-9ao Fax: Email: truce/�&"Z',X t',41 eSJ /'Vj e -Cdr NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development` Rezoning Sign Permits Sign Plan Review --,/—Site Plan Review (SPR)' Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment 1/ Notification Sign – $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost' - $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE 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. "Five (5) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple appi!cations are processed, the appropriate fee shall be charged for each application. TWIN CITIES SELF STORAGE 1900 Stoughton Ave Chaska, MN 55318 952.448.5626 August 31, 2011 City of Chanhassen Planning Department RE: Proposed building for Twin Cities Self Storage To whom it may concern: The following is my statement on compliance for your twelve general standards for conditional use permits: a) My proposed building is to be used for self storage. Our customer contract expressly prohibits the storage of any hazardous materials. The entire perimeter of the property is fenced and access is controlled with a new automated security gate system. There are numerous security cameras throughout the premises. Lastly, I constantly maintain the grounds to ensure a clean, safe, and well lit space necessary to ensure the confidence and safety of all my customers. b) This site has been used for self storage since the late 1980's. I am not changing the usage with this additional building. c) The proposed building will be a single story building less than 12' in height so it will maintain a low, non -intrusive profile. Very little of the building will be visible due to the existing screening which will remain in place. The exposed portion of the building will be a combination of split face decorative block and insulated metal panels textured to simulate stucco. All colors will be muted and natural colors. d) There should be no impact to existing or future neighbors. Self storage customer traffic is very low. The additional building should not increase local traffic more than a few cars per day. Self storage does not create any dust, noise, smoke and machinery sounds. e) Since the site currently does not have access to public water or sewage these needs are currently met on-site. This will not change with the new structure. I will incorporate all necessary improvements to meet all applicable building requirements which will be subject to review and approval by the applicable City officials. f) Since self storage is a relatively passive industry by design it rarely, if ever, asks for any additional public services beyond normal road and utility maintenance. g) As previously stated, my proposed building is to be used for self storage. Our customer contract expressly prohibits the storage of any hazardous materials. The entire perimeter of the property is fenced and access is controlled with an new automated security gate system. There are numerous security cameras throughout the premises. I constantly maintain the grounds to ensure a clean, safe, and well lit space necessary to ensure the confidence and safety of all my customers. No industry or manufacturing is allowed beyond the normal maintenance of the facility itself. h) The existing property entrance will not be changed. I expect the proposed building to increase local traffic by no more than a few cars per day. i) The proposed site is mainly a flat grassy area with no significant features. j) The proposed building exterior will be made of materials significantly better than the materials used in early self storage developments. Decorative block and textured panels will blend into the area. The design objective is to create a building that looks like a modern professional office building from the street, mostly obscured by the existing trees and topography. k) When I purchased this facility in September of 2010 it was a decaying, vine covered, unkempt and dated facility. I have cleaned up the entire grounds, updated the appearance overall, and rebuilt the office to give the facility the look and feel of a modern business. These changes have improved the value of this property which reflects positively on the entire neighborhood. This proposed building will further that initiative by the addition of a new building of much higher quality than any of the surrounding buildings. 1) The property is currently approved for self storage so there is no change. One other obvious question you may ask is why I do propose to build on a site different than what was originally identified as Phase 3 in the original CUP, located on the SW corner of the property. That area was converted to outdoor parking several years ago by the prior owner. When I purchased this facility the outdoor parking was a rather unorganized arrangement of various vehicles parking on grass, mainly along the fence line. This created a difficult environment for customers, was hard to maintain, and not attractive from Flying Cloud Drive. Since then this area has been graded, covered in crushed limestone and curbing installed to organize the space into two parking rows for a maximum of 34 vehicles. Vehicles no longer park along the fence line. There is now a drive aisle along the fence and I think there is a sense of order to the area that was lacking in the past. I have attached a drawing of the current configuration for your review. I would like to maintain this space for parking. Most, if not all my customers live in the immediate vicinity and have no other convenient space to store their various trailers, campers and boats. Thank you for your consideration of my application. I am available to answer any questions you have regarding my plan. Please call me on m cell phone, 612.702.8920. 1 can also be reached via email at brucelamo@)twincitiesstorage.com. Sincerely, Bruce Lamo attachment 4 1T SET IN % jo oi GRAVEL I FIND CARVER COUNTY CIM �'N' �4,9 R23 cr u.0 1. All bVW-TI a, TV ]..w I 0110 490 4 Ila aht Ag,eedj :. No. A399! #9 Schedule ---------- -------- Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com U CAMPBELL KNUTSON Professional Association Diced Dial: (651) 234-6222 E-maflAddress: sndson@ck-law.com January 28, 2009 Ms. Kim Meuwissen City of Chanhassen JAN 2 y 2009 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN —MISC. RECORDED DOCUMENTS ➢ Amended & Restated Conditional Use Permit #87-2 and Interim Use Permit #92-1— Nick's Storage & Parking Site (1900 Stoughton Ave — Part of SE 114 of SW '/4 and the SW '/4 of the SE '/4 of Section 34, Township 116, Range 23) Dear Kim: Enclosed for the City's files please find original recorded Amended and Restated Conditional Use Permit #87-2 and Interim Use Permit #92-1 for the Nick's Storage and Parking Site for a mini -storage facility and for screen outdoor storage on the Nick's Storage & Parking site. This document was recorded with the County on November 12, 2008 as Abstract Document No. 491605. Regards, CAMPBELL KNUTSON Projes nal Association B S R. Nelson, Legal �sistant SRN:ms Enclosure I ` NO \ III i � `► ` <�GC " _ N C --__/745 air III CENTRAL -� SITE > EAP SITE j�DRAIN i DRAINAGE II WEST 76 II SITE 111111 �.SE�_ � II / Teu I / �j X785 i ' •` i SITE RjINAGE Ii 1 j CENTRAL 1 SITEJMDAINAGE \ EAST SITE \pRAIN\AGE/ y J ----------------------------- I T N.DELECTNn7 i zedm.mt LEGEND —arr s ooNouun m. �. IAITxN1AN eaisTxo0N.xAoe rnTCNNerv. (fj�11$Oli xxT...'..TWIN CITIES SELF STORAGE, LLC EXISTING STORMWATER PLAN ��or� M l � �_ 90DS OUGH DN AVENUE SIION DR e+•svu—W+•'�n»-o.•. Yw! CMA NN 55]18 APPLICATION DRAWINGS 6 ALTA/AGSM LAND TITLE SURVEY PART OF SECTION 34,TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA -^ •"'"" .,r.. �.-"-..: � �"°.."9r' LEGEND VICINITY MAP .:.'7.:`o- :.w ._........+•..,w..+•...,. _ e..,.� n. wu s.w.�.u�,.w: ^..`..'•A.:: «rte �. ".w........ "...... ". w_"..�...-e..,......_..r. /d TWIN CITIES SELF STORAGE, CIIA',KA. 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I ldll�tA! ..,, bj •I a V, I. tER u U l,R yy yyyyyy N T F tER u U l,R 5 t U uw y's tER U l,R 5 t U L21— SOIL TYPE: OIL DEPTH: A d SOIL TYPE: `` SOIL NPE:P- \ V S61 ' LEGEND T SOIL DEPTH: T % _ _ •\ SOIL TOPSOIL STRIPPING EXTENTS STOCKPILE EXCESS TOPSOIL HERE ' \ �\ J ------- AREAS NOT REQUIRING STRIPPING W TLO EXPANSION: \ \ 8,802 CY OF TOPSOIL STRIPPED 6 653 CY OF TOPSOIL \ SOIL Imo: P 858 CY OF TOPSOIL REQUIRED FOR WE RESTORATION S.W3 CY OF EXCESS TOPSOIL FOR STOCKPILING SOIL NPE: PA DIL DEPTH: 18' � � O SOILE, PTH: 18" TWIN CITIES SELF STORAGE, LLC 90CHA58P MN6 ]L3NVE SITE PLAN APPLICATION DRAWINGS TOPSOIL STRIPPING PLAN 3 of 6 SOLTYPE:P 78'EAS. - ... ISTING GRAVELlCONRETE \, NO STRIPPING REQUIRED `•.� TOP OIL DEPTH: C...-.............. LEGEND __ ___ ____ ___� ��.�� SOIL POLYGON OUTLINE TOPSOIL STRIPPING EXTENTS STOCKPILE EXCESS TOPSOIL HERE ' \ �\ J ------- AREAS NOT REQUIRING STRIPPING 8,802 CY OF TOPSOIL STRIPPED S 858 CY OF TOPSOIL REQUIRED FOR WE RESTORATION S.W3 CY OF EXCESS TOPSOIL FOR STOCKPILING ecu xrzn pp k� /� Carlson McCain" iw.•{nw �.a x rru _ TWIN CITIES SELF STORAGE, LLC 90CHA58P MN6 ]L3NVE SITE PLAN APPLICATION DRAWINGS TOPSOIL STRIPPING PLAN 3 of 6 W cMr OFCHANHASWI gECEIVED SE1' 19 2014 i D CITY OFCHANHASSEN RECEIVED SEP 1 Y 2014 CHANNAM PLANNING I)EPT Subcat Rcac Pond Link Drainage Diagram for TCS Existing Hydrology Prepared by Carlson McCain, Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 ® 2009 HydroCAD Software Solutions LLC It TCS Existing Hydrology Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 © 2009 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 9.774 35 Brush, Fair, HSG A (1S, 2S, 3S) 4.021 56 Brush, Fair, HSG B (1S, 2S, 3S, 4S) 0.906 76 Gravel roads, HSG A (1 S, 2S) 0.171 79 <50% Grass cover, Poor, HSG B (3S) 3.067 98 Paved parking & roofs (1 S) 0.407 98 Paved roads w/curbs & sewers (4S) 18.345 TOTAL AREA J TCS Existing Hydrology Prepared by Carlson McCain Printed 9/4/2014 HydroCADD 9.00 s/n 02263 C 2009 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment (acres) Group Numbers 10.680 HSG A 1 S, 2S, 3S 4.191 HSG B 1 S, 2S, 3S, 4S 0.000 HSG C 0.000 HSG D 3.474 Other 1S,4S 18.345 TOTAL AREA TCS Existing Hydrology Type 11 24 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 © 2009 HydroCAD Software Solutions LLC Page 4 Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1 S: East Site Drainage Runoff Area=254,589 sf 52.48% Impervious Runoff Depth=1.67" Flow Length=668' Tc=10.0 min CN=73 Runoff --1 5.00 cfs 0.815 of Subcatchment2S: Central Site Drainage Runoff Area=79,846 sf 0.00% Impervious Runoff Depth=0.36" Flow Length=648' Tc=20.5 min CN=49 Runoff --0.30 cfs 0.055 of Subcatchment3S: West Site Drainage Runoff Area=403,886 sf 0.00% Impervious Runoff Depth=0.11" Flow Length=692' Tc=18.8 min CN=41 Runoff --0.12 cfs 0.086 of Subcatchment4S: Ditch Runoff Area=60,806 sf 29.17% Impervious Runoff Depth=1.33" Flow Length=663' Tc=19.5 min CN=68 Runoff=1.98 cfs 0.155 of Pond P1: Stormwater Pond Peak Elev=741.31' Storage= 19,239 cf Inflow=15.06 cfs 0.955 of Discarded=0.75 cfs 0.941 of Primary=0.00 cfs 0.000 of Outflow=0.75 cfs 0.941 of Pond P2: Hwy 212 Culvert Peak Elev=738.29' Storage=36 cf Inflow=1.98 cfs 0.155 of 36.0" Round Culvert n=0.015 L=65.0' 5=0.0000'/' Outflow=1.98 cfs 0.155 of Total Runoff Area= 18.345 ac Runoff Volume= 1.110 of Average Runoff Depth= 0.73" 81.06% Pervious = 14.871 ac 18.94% Impervious = 3.474 ac TCS Existing Hydrology Type 11 24 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment 1 S: East Site Drainage Runoff = 15.00 cfs @ 12.02 hrs, Volume= 0.815 af, Depth= 1.67' Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.20" Area (sf) CN Description 133,602 98 Paved parking & roofs 89,027 35 Brush, Fair, HSG A 7,658 56 Brush, Fair, HSG B 24,302 76 Gravel roads, HSG A 254,589 73 Weighted Average 120,987 47.52% Pervious Area 133,602 Smooth surfaces n= 0.011 P2= 2.80" 52.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.5 300 0.0080 1.11 Sheet Flow, parking lot Smooth surfaces n= 0.011 P2= 2.80" 0.5 50 0.0080 1.82 Shallow Concentrated Flow, parking lot Paved Kv= 20.3 fps 1.2 159 0.1000 2.21 Shallow Concentrated Flow, down hill Short Grass Pasture Kv= 7.0 fps 2.7 137 0.0150 0.86 Shallow Concentrated Flow, along berm Short Grass Pasture Kv= 7.0 fps 1.1 22 0.0023 0.34 Shallow Concentrated Flow, into pond Short Grass Pasture Kv= 7.0 fps 10.0 668 Total Summary for Subcatchment 2S: Central Site Drainage Runoff = 0.30 cfs @ 12.23 hrs, Volume= 0.055 af, Depth= 0.36" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.20" Area (sf) CN Description 15,157 76 Gravel roads, HSG A 24,939 56 Brush, Fair, HSG B 39,750 35 Brush Fair HSG A 79,846 49 Weighted Average 79,846 100.00% Pervious Area TCS Existing Hydrology Type 1124 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HVdroCAD® 9.00 s/n 02263 @ 2009 HydroCAD Software Solutions LLC Page 6 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.4 100 0.0130 0.13 Sheet Flow, 17,740 29.17% Impervious Area Grass: Short n=0.150 P2=2.80" 6.2 297 0.0130 0.80 Shallow Concentrated Flow, matted grass parking lot Short Grass Pasture Kv= 7.0 fps 1.8 229 0.0870 2.06 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.1 22 0.2300 3.36 Shallow Concentrated Flow, into pond Short Grass Pasture Kv= 7.0 fps 20.5 648 Total Summary for Subcatchment 3S: West Site Drainage Runoff = 0.12 cfs @ 13.52 hrs, Volume= 0.086 af, Depth= 0.11" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.20" Area (sf) CN Description 7,430 79 <50% Grass cover, Poor, HSG B 99,476 56 Brush, Fair, HSG B 296.980 35 Brush. Fair. HSG A 403,886 41 Weighted Average 403,886 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.5 100 0.0160 0.15 Sheet Flow, 17,740 29.17% Impervious Area Grass: Short n=0.150 P2=2.80" 2.9 155 0.0160 0.89 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 4.3 412 0.0530 1.61 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.1 25 0.2400 3.43 Shallow Concentrated Flow, into pond Short Grass Pasture Kv= 7.0 fps 18.8 692 Total Summary for Subcatchment 4S: Ditch Runoff = 1.98 cfs @ 12.13 hrs, Volume= 0.155 af, Depth= 1.33" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.20" Area (sf) CN Description 43,066 56 Brush, Fair, HSG B 17,740 98 Paved roads w/curbs & sewers 60,806 68 Weighted Average 43,066 70.83% Pervious Area 17,740 29.17% Impervious Area TCS Existing Hydrology Type 11 24 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HydroCADO 9.00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 7 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) Peak Elev= 741.31' 11.8 100 0.0380 0.14 Sheet Flow, Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) Grass: Dense n= 0.240 P2= 2.80" 7.7 563 0.0300 1.21 Shallow Concentrated Flow, 741.00 7,663 6,956 16,773 741.50 8,391 4,014 20,786 Short Grass Pasture Kv= 7.0 fps 19.5 663 Total Summary for Pond P1: Stormwater Pond Inflow Area = 16.950 ac, 18.10% Impervious, Inflow Depth = 0.68" for 10 -year event Inflow = 15.06 cfs @ 12.02 hrs, Volume= 0.955 of Outflow = 0.75 cfs @ 14.51 hrs, Volume= 0.941 af, Atten= 95%, Lag= 148.9 min Discarded = 0.75 cfs @ 14.51 hrs, Volume= 0.941 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 741.31' @ 14.51 hrs Surf.Area= 8,110 sf Storage= 19,239 cf Plug -Flow detention time= 322.3 min calculated for 0.941 of (98% of inflow) Center -of -Mass det. time= 313.7 min ( 1,189.4 - 875.6 ) Volume Invert Avail.Storage Storage Description #1 738.00' 54,512 cf Custom Stage Data (Prismatic)Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 738.00 3,596 0 0 739.00 4,894 4,245 4,245 740.00 6,249 5,572 9,817 741.00 7,663 6,956 16,773 741.50 8,391 4,014 20,786 742.00 10,724 4,779 25,565 742.50 13,271 5,999 31,564 743.00 14,116 6,847 38,410 744.00 18,087 16,102 54,512 Device Routing Invert Outlet Devices #1 Primary 742.50' 6.0' long x 9.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.46 2.55 2.70 2.69 2.68 2.68 2.67 2.64 2.64 2.64 2.65 2.64 2.65 2.65 2.66 2.67 2.69 #2 Discarded 738.00' 3.970 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=0.75 cfs @ 14.51 hrs HW=741.31' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.75 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=738.00' (Free Discharge) L1=Broad-Crested Rectangular Weir( Controls 0.00 cfs) TCS Existing Hydrology Type ll 24 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD®9 00 s/n 02263 @ 2009 HydroCAD Software Solutions LLC Page 8 Summary for Pond P2: Hwy 212 Culvert Inflow Area = 18.345 ac, 18.94% Impervious, Inflow Depth= 0.10" for 10 -year event Inflow = 1.98 cfs @ 12.13 hrs, Volume= 0.155 of Outflow = 1.98 cfs @ 12.14 hrs, Volume= 0.155 af, Atten= 0%, Lag= 0.3 min Primary = 1.98 cfs @ 12.14 hrs, Volume= 0.155 of Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Peak Elev= 738.29' @ 12.14 hrs Surf.Area= 69 sf Storage= 36 cf Plug -Flow detention time= 0.6 min calculated for 0.155 of (100% of inflow) Center -of -Mass det. time= 0.6 min ( 873.2 - 872.6 ) Volume Invert Avail.Storage Storage Description #1 737.50' 7,113 cf Custom Stage Data (Prismatic)Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 737.50 0 0 0 738.00 44 11 11 739.00 131 88 99 740.00 436 284 382 741.00 2,091 1,264 1,646 742.00 8,843 5,467 7,113 Device Routing Invert Outlet Devices #1 Primary 737.50' 36.0" Round Culvert L= 65.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet Invert= 737.50' S=0.0000'/' Cc= 0.900 n=0.015 Primary OutF low Max=1.98 cfs @ 12.14 hrs HW=738.29' (Free Discharge) Z1=Culvert (Barrel Controls 1.98 cfs @ 2.00 fps) TCS Existing Hydrology Type 11 24 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 9 Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentlS: East Site Drainage Runoff Area=254,589 sf 52.48% Impervious Runoff Depth=3.09" Flow Length=668' Tc=10.0 min CN=73 Runoff --27.82 cfs 1.504 of Subcatchment2S: Central Site Drainage Runoff Area=79,846 sf 0.00% Impervious Runoff Depth=1.07" Flow Length=648' Tc=20.5 min CN=49 Runoff --1.65 cfs 0.164 of Subcatchment3S: West Site Drainage Runoff Area=403,886 sf 0.00% Impervious Runoff Depth=0.56" Flow Length=692' Tc=18.8 min CN=41 Runoff --2.76 cfs 0.430 of Subcatchment4S: Ditch Runoff Area=60,806 sf 29.17% Impervious Runoff Depth=2.62" Flow Length=663' Tc=19.5 min CN=68 Runoff --4.08 cfs 0.305 of Pond P1: Stormwater Pond Peak Elev=742.86' Storage=36,480 cf Inflow=29.41 cfs 2.098 of Discarded=1.28 cfs 1.523 of Primary=3.27 cfs 0.374 of Outflow=4.54 cfs 1.897 of Pond P2: Hwy 212 Culvert Peak Elev=738.62' Storage=65 cf Inflow=4.26 cfs 0.679 of 36.0" Round Culvert n=0.015 L=65.0' 5=0.0000'/' Outflow=4.26 cfs 0.679 of Total Runoff Area = 18.345 ac Runoff Volume = 2.403 of Average Runoff Depth = 1.57" 81.06% Pervious = 14.871 ac 18.94% Impervious = 3.474 ac TCS Existing Hydrology Type 1124 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment 1S: East Site Drainage Runoff = 27.82 cfs @ 12.02 hrs, Volume= 1.504 af, Depth= 3.09" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -yr Rainfall=6.00" Area (sf) CN Description 133,602 98 Paved parking & roofs 89,027 35 Brush, Fair, HSG A 7,658 56 Brush, Fair, HSG B 24,302 76 Gravel roads, HSG A 254,589 73 Weighted Average 120,987 47.52% Pervious Area 133,602 Smooth surfaces n= 0.011 P2= 2.80" 52.48% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.5 300 0.0080 1.11 Sheet Flow, parking lot 79,846 100.00% Pervious Area Smooth surfaces n= 0.011 P2= 2.80" 0.5 50 0.0080 1.82 Shallow Concentrated Flow, parking lot Paved Kv= 20.3 fps 1.2 159 0.1000 2.21 Shallow Concentrated Flow, down hill Short Grass Pasture Kv= 7.0 fps 2.7 137 0.0150 0.86 Shallow Concentrated Flow, along berm Short Grass Pasture Kv= 7.0 fps 1.1 22 0.0023 0.34 Shallow Concentrated Flow, into pond Short Grass Pasture Kv= 7.0 fps 10.0 668 Total Summary for Subcatchment 2S: Central Site Drainage Runoff = 1.65 cfs @ 12.17 hrs, Volume= 0.164 af, Depth= 1.07' Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -yr Rainfall=6.00" Area (sf) CN Description _ 15,157 76 Gravel roads, HSG A 24,939 56 Brush, Fair, HSG B 39.750 35 Brush, Fair HSG A 79,846 49 Weighted Average 79,846 100.00% Pervious Area TCS Existing Hydrology Prepared by Carlson McCain Type // 24 -hr 100 -yr Rainfall=6.00" Printed 9/4/2014 Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 296,980 12.4 100 0.0130 0.13 Sheet Flow, 403,886 100.00% Pervious Area Grass: Short n=0.150 P2=2.80" 6.2 297 0.0130 0.80 Shallow Concentrated Flow, matted grass parking lot Short Grass Pasture Kv= 7.0 fps 1.8 229 0.0870 2.06 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.1 22 0.2300 3.36 Shallow Concentrated Flow, into pond Short Grass Pasture Kv= 7.0 fps 20.5 648 Total Summary for Subcatchment 3S: West Site Drainage Runoff = 2.76 cfs @ 12.18 hrs, Volume= 0.430 af, Depth= 0.56" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -yr Rainfall=6.00" Area (sf) CN Description 7,430 79 <50% Grass cover, Poor, HSG B 99,476 56 Brush, Fair, HSG B 296,980 35 Brush, Fair, HSG A 403,886 41 Weighted Average 403,886 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 11.5 100 0.0160 0.15 Sheet Flow, Grass: Short n=0.150 P2=2.80" 2.9 155 0.0160 0.89 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 4.3 412 0.0530 1.61 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 0.1 25 0.2400 3.43 Shallow Concentrated Flow, into pond Short Grass Pasture Kv= 7.0 fps 18.8 692 Total Summary for Subcatchment 4S: Ditch Runoff = 4.08 cfs @ 12.13 hrs, Volume= 0.305 af, Depth= 2.62" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -yr Rainfall=6.00" Area (so CN Description 43,066 56 Brush, Fair, HSG B 17,740 98 Paved roads w/curbs & sewers 60,806 68 Weighted Average 43,066 70.83% Pervious Area 17,740 29.17% Impervious Area TCS Existing Hydrology Type // 24 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD@ 9 00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 12 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) _ 11.8 100 0.0380 0.14 Sheet Flow, #1 738.00' 54,512 cf Custom Stage Data (Prismatic)Listed below Elevation Surf.Area Inc.Store Cum.Store _ (feet) Grass: Dense n= 0.240 P2= 2.80" 7.7 563 0.0300 1.21 Shallow Concentrated Flow, 6,249 5,572 9,817 741.00 7,663 6,956 16,773 741.50 Short Grass Pasture Kv= 7.0 fps 19.5 663 Total Summary for Pond P1: Stormwater Pond Inflow Area = 16.950 ac, 18.10% Impervious, Inflow Depth = 1.49" for 100 -yr event Inflow = 29.41 cfs @ 12.03 hrs, Volume= 2.098 of Outflow = 4.54 cfs @ 12.59 hrs, Volume= 1.897 at, Atten= 85%, Lag= 33.9 min Discarded = 1.28 cfs @ 12.59 hrs, Volume= 1.523 of Primary = 3.27 cfs @ 12.59 hrs, Volume= 0.374 of Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 742.86' @ 12.59 hrs Surf.Area= 13,878 sf Storage= 36,480 cf Plug -Flow detention time= 280.3 min calculated for 1.897 of (90% of inflow) Center -of -Mass det. time= 230.6 min ( 1,093.6 - 863.1 ) Volume Invert Avail.Storage Storage Description #1 738.00' 54,512 cf Custom Stage Data (Prismatic)Listed below Elevation Surf.Area Inc.Store Cum.Store _ (feet) (sq -ft) (cubic -feet) (cubic -feet) 738.00 3,596 0 0 739.00 4,894 4,245 4,245 740.00 6,249 5,572 9,817 741.00 7,663 6,956 16,773 741.50 8,391 4,014 20,786 742.00 10,724 4,779 25,565 742.50 13,271 5,999 31,564 743.00 14,116 6,847 38,410 744.00 18,087 16,102 54,512 Device Routing Invert Outlet Devices #1 Primary 742.50' 6.0' long x 9.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.46 2.55 2.70 2.69 2.68 2.68 2.67 2.64 2.64 2.64 2.65 2.64 2.65 2.65 2.66 2.67 2.69 #2 Discarded 738.00' 3.970 in/hr Exfiltration over Surface area Discarded OutFlow Max=1.28 cfs @ 12.59 hrs HW=742.86' (Free Discharge) 2=Exfiltration (Exfiltration Controls 1.28 cfs) Primary OutFlow Max=3.27 cfs @ 12.59 hrs HW=742.86' (Free Discharge) L1=Broad-Crested Rectangular Weir(Weir Controls 3.27 cfs @ 1.52 fps) TCS Existing Hydrology Type 1l 24 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 © 2009 HydroCAD Software Solutions LLC Page 13 Summary for Pond P2: Hwy 212 Culvert Inflow Area = 18.345 ac, 18.94% Impervious, Inflow Depth = 0.44" for 100 -yr event Inflow = 4.26 cfs @ 12.51 hrs, Volume= 0.679 of Outflow = 4.26 cfs @ 12.51 hrs, Volume= 0.679 af, Atten= 0%, Lag= 0.2 min Primary = 4.26 cfs @ 12.51 hrs, Volume= 0.679 of Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Peak Elev= 738.62' @ 12.51 hrs Surf.Area= 98 sf Storage= 65 cf Plug -Flow detention time= 0.4 min calculated for 0.679 of (100% of inflow) Center -of -Mass det. time= 0.4 min ( 825.1 - 824.7 ) Volume Invert Avail.Storage Storage Description #1 737.50' 7,113 cf Custom Stage Data (Prismatic)Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 737.50 0 0 0 738.00 44 11 11 739.00 131 88 99 740.00 436 284 382 741.00 2,091 1,264 1,646 742.00 8,843 5,467 7,113 Device Routing Invert Outlet Devices #1 Primary 737.50' 36.0" Round Culvert L= 65.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet Invert= 737.50' S=0.0000'/' Cc= 0.900 n=0.015 Primary OutFlow Max=4.26 cfs @ 12.51 hrs HW=738.62' (Free Discharge) 't-1 =Culvert (Barrel Controls 4.26 cfs @ 2.62 fps) tir_v� T ` r r � T L \ CRY OFC ANHASSR SEP 19 2014 CHAMAWRAWNGDEPT oSubcat Reach on Llnk TCS Proposed Hydrology Prepared by Carlson McCain HvdroCAD® 9.00 s/n 02263 © 2009 HvdroCAD Software Solutions LLC Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 5.977 35 Brush, Fair, HSG A (3S, 13S) 1.486 39 >75% Grass cover, Good, HSG A (16S) 3.972 56 Brush, Fair, HSG B (3S, 4S, 13S) 3.959 98 Paved parking & roofs (13S) 2.545 98 Paved parking, HSG C (16S) 0.407 98 Paved roads w/curbs & sewers (4S) 18.346 TOTAL AREA Printed 9/4/2014 TCS Proposed Hydrology Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 3 Soil Listing (all nodes) Area Soil Subcatchment acres) Group Numbers 7.463 HSG A 3S, 135, 16S 3.972 HSG B 3S, 4S, 13S 2.545 HSG C 16S 0.000 HSG D 4.367 Other 4S,13S 18.346 TOTAL AREA TCS Proposed Hydrology Type 1l 24 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 Q2009 HydroCAD Software Solutions LLC Page 4 Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment3S: West Site Undisturbed Runoff Area=209.385 sf 0.00% Impervious Runoff Depth=0.19" Flow Length=530' Tc=15.7 min CN=44 Runoff=0.18 cfs 0.076 of Subcatchment4S: Ditch Runoff Area=60.806 sf 29.17% Impervious Runoff Depth=1.33" Flow Length=663' Tc=19.5 min CN=68 Runoff --1.98 cfs 0.155 of Subcatchment13S: East Site Drainage Runoff Area=353.410 sf 48.80% Impervious Runoff Depth=1.33" Flow Length=692' Tc=10.3 min CN=68 Runoff --16.08 cfs 0.901 of Subcatchment 16S: West Site Swale Runoff Area=175.570 sf 63.13% Impervious Runoff Depth=1.89" Flow Length=1,300' Tc=32.5 min CN=76 Runoff --6.18 cfs 0.636 of Reach 17R: Drainage Swale Avg. Depth=0.18' Max Vel=3.14 fps Inflow=6.18 cfs 0.636 of n=0.030 L=275.0' S=0.0427'f Capacity --451.82 cfs Outflow=6.16 cfs 0.636 of Pond P1: Expanded Stormwater Pond Peak EIev=740.95' Storage=34.191 cf Inflow=18.16 cfs 1.614 of Discarded=1.26 cfs 1.614 of Primary=0.00 cfs 0.000 of Outflow=1.26 cfs 1.614 of Pond P2: Hwy 212 Culvert Peak EIev=738.29' Storage=36 cf Inflow=1.98 cfs 0.155 of 36.0" Round Culvert n=0.015 L=65.0' S=0.0000'/' Outflow=1.98 cfs 0.155 of Total Runoff Area= 18.346 ac Runoff Volume= 1.769 of Average Runoff Depth= 1.16" 62.33% Pervious = 11.435 ac 37.67% Impervious = 6.911 ac TCS Proposed Hydrology Type 11 24 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 H droCAD® 9.00 s/n 02263 © 2009 HVdroCAD Software Solutions LLC Page 5 Summary for Subcatchment 3S: West Site Undisturbed Drainage Runoff = 0.18 cfs @ 12.44 hrs, Volume= 0.076 af, Depth= 0.19" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.20" Area (sf) CN Description 85,945 56 Brush, Fair, HSG B 123,440 35 Brush, Fair, HSG A 209,385 44 Weighted Average 209,385 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.8 150 0.0930 0.32 Sheet Flow, Existing Hill Flow Grass: Short n=0.150 P2=2.80" 7.9 380 0.0130 0.80 Shallow Concentrated Flow, Existing West Drainage Area Short Grass Pasture Kv= 7.0 fos 15.7 530 Total Summary for Subcatchment 4S: Ditch Runoff = 1.98 cfs @ 12.13 hrs, Volume= 0.155 af, Depth= 1.33" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.20" Area (sf) CN Description 43,066 56 Brush, Fair, HSG B 17,740 98 Paved roads w/curbs & sewers 60,806 68 Weighted Average 43,066 70.83% Pervious Area 17,740 29.17% Impervious Area Tc Length Slope Velocity Capacity Description min _(feet) (ft/ft) (ft/sec) (cfs) 11.8 100 0.0380 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 7.7 563 0.0300 1.21 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.5 663 Total Summary for Subcatchment 13S: East Site Drainage Paved Runoff = 16.08 cfs @ 12.03 hrs, Volume= 0.901 af, Depth= 1.33" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type 11 24 -hr 10 -year Rainfall=4.20" TCS Proposed Hydrology Type /l 24 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HydroCADO 9.00 s/n 02263 © 2009 HydroCAD Software Solutions LLC Page 6 Area (sf) CN Description 172,474 98 Paved parking & roofs 136,917 35 Brush, Fair, HSG A 44,019 56 Brush Fair, HSG B 353,410 68 Weighted Average 180,936 1.11 51.20% Pervious Area 172,474 Tc Length 48.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 76 Weighted Average 4.5 300 0.0080 1.11 Sheet Flow, parking lot 63.13% Impervious Area Tc Length Slope Velocity Capacity Description Smooth surfaces n=0.011 P2=2.80" 0.5 50 0.0080 1.82 Shallow Concentrated Flow, parking lot Paved Kv= 20.3 fps 5.7 64 Paved Kv= 20.3 fps 2.7 137 0.0150 0.86 Shallow Concentrated Flow, along berm 0.0100 0.70 Shallow Concentrated Flow, Upper Swale Flow Short Grass Pasture Kv= 7.0 fps 1.1 24 0.3333 0.37 Sheet Flow, Off Building Hill Grass: Short n=0.150 P2=2.80" 1.2 159 0.1000 2.21 Shallow Concentrated Flow, down hill Short Grass Pasture Kv= 7.0 fps 0.3 22 0.0230 1.06 Shallow Concentrated Flow, into pond Short Grass Pasture Kv= 7.0 fps 10.3 692 Total Summary for Subcatchment 16S: West Site Swale Drainage Runoff = 6.18 cfs @ 12.28 hrs, Volume= 0.636 af, Depth= 1.89" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.20" Area (sf) CN Description 110,840 98 Paved parking, HSG C 64,730 39 >75% Grass cover, Good HSG A 175,570 76 Weighted Average 64,730 36.87% Pervious Area 110,840 63.13% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 2.4 210 0.0050 1.44 Shallow Concentrated Flow, Impervious Flow Paved Kv= 20.3 fps 5.7 64 0.0380 0.19 Sheet Flow, Pervious Sheet Flow Grass: Short n=0.150 P2=2.80" 24.4 1,026 0.0100 0.70 Shallow Concentrated Flow, Upper Swale Flow Short Grass Pasture Kv= 7.0 fps 32.5 1,300 Total TCS Proposed Hydrology Type 1124 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 @ 2009 HydroCAD Software Solutions LLC Page 7 Summary for Reach 17R: Drainage Swale Inflow Area = 4.031 ac, 63.13% Impervious, Inflow Depth = 1.89" for 10 -year event Inflow = 6.18 cfs @ 12.28 hrs, Volume= 0.636 of Outflow = 6.16 cfs @ 12.32 hrs, Volume= 0.636 af, Atten= 0%, Lag= 2.5 min Routing by Stor-Ind+Trans method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Max. Velocity= 3.14 fps, Min. Travel Time= 1.5 min Avg. Velocity = 1.02 fps, Avg. Travel Time= 4.5 min Peak Storage= 539 cf @ 12.30 hrs, Average Depth at Peak Storage= 0.18' Bank -Full Depth= 2.00', Capacity at Bank -Full= 451.82 cfs 10.00' x 2.00' deep channel, n= 0.030 Earth, grassed & winding Side Slope Z -value= 4.07 Top Width= 26.00' Length= 275.0' Slope= 0.0427T Inlet Invert= 758.73', Outlet Invert= 747.00' Summary for Pond P1: Expanded Stormwater Pond Inflow Area = 16.951 ac, 38.37% Impervious, Inflow Depth= 1.14" for 10 -year event Inflow = 18.16 cfs @ 12.04 hrs, Volume= 1.614 of Outflow = 1.26 cfs @ 14.51 hrs, Volume= 1.614 af, Atten= 93%, Lag= 148.2 min Discarded = 1.26 cfs @ 14.51 hrs, Volume= 1.614 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 740.95' @ 14.51 hrs Surf.Area= 13,746 sf Storage= 34,191 cf Plug -Flow detention time= 315.9 min calculated for 1.613 of (100% of inflow) Center -of -Mass det. time= 315.9 min ( 1,188.0 - 872.1 ) Volume Invert Avail.Storage Storage Description #1 738.00' 90,863 cf Custom Stage Data (Prismatic)Listed below TCS Proposed Hydrology Type 11 24 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HYdroCADOO 9.00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 8 Elevation (feet) Surf.Area (sq -ft) Inc.Store (cubic -feet) Cum.Store (cubic -feet) 738.00 9,479 0 0 739.00 10,861 10,170 10,170 740.00 12,308 11,585 21,755 741.00 13,818 13,063 34,818 741.50 15,427 7,311 42,129 742.00 17,121 8,137 50,266 742.50 18,890 9,003 59,269 743.00 20,762 9,913 69,182 744.00 22,601 21,682 90,863 Device Routing Invert Outlet Devices #1 Primary 742.50' 6.0' long x 9.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.46 2.55 2.70 2.69 2.68 2.68 2.67 2.64 2.64 2.64 2.65 2.64 2.65 2.65 2.66 2.67 2.69 #2 Discarded 738.00' 3.970 in/hr Exfiltration over Surface area Qiscarded OutFlow Max=1.26 cfs @ 14.51 hrs HW=740.95' (Free Discharge) 2=Exfiltration (Exfiltration Controls 1.26 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=738.00' (Free Discharge) L1=Broad-Crested Rectangular Weir( Controls 0.00 cfs) Summary for Pond P2: Hwy 212 Culvert Inflow Area = 18.346 ac, 37.67% Impervious, Inflow Depth = 0.10" for 10 -year event Inflow = 1.98 cfs @ 12.13 hrs, Volume= 0.155 of Outflow = 1.98 cfs @ 12.14 hrs, Volume= 0.155 af, Atten= 0%, Lag= 0.3 min Primary = 1.98 cfs @ 12.14 hrs, Volume= 0.155 of Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Peak Elev= 738.29' @ 12.14 hrs Surf.Area= 69 sf Storage= 36 cf Plug -Flow detention time= 0.6 min calculated for 0.155 of (100% of inflow) Center -of -Mass det. time= 0.6 min ( 873.2 - 872.6 ) Volume Invert Avail.Storage Storage Description #1 737.50' 7,113 cf Custom Stage Data (Prismatic)Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 737.50 0 0 0 738.00 44 11 11 739.00 131 88 99 740.00 436 284 382 741.00 2,091 1,264 1,646 742.00 8,843 5,467 7,113 TCS Proposed Hydrology Type // 24 -hr 10 -year Rainfall=4.20" Prepared by Carlson McCain Printed 9/4/2014 HydroCADO 9.00 s/n 02263 © 2009 HydroCAD Software Solutions LLC Page 9 Invert Outlet Devices #1 Primary 737.50' 36.0" Round Culvert L= 65.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet Invert= 737.50' S=0.0000'/' Cc= 0.900 n=0.015 Primary OutFlow Max=1.98 cfs @ 12.14 hrs HW=738.29' (Free Discharge) L1=Culvert (Barrel Controls 1.98 cfs @ 2.00 fps) TCS Proposed Hydrology Type 11 24 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 10 Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment3S: West Site Undisturbed Runoff Area=209.385 sf 0.00% Impervious Runoff Depth=0.74" Flow Length=530' Tc=15.7 min CN=44 Runoff=2.81 cfs 0.295 of Subcatchment4S: Ditch Runoff Area=60.806 sf 29.17% Impervious Runoff Depth=2.62" Flow Length=663' Tc=19.5 min CN=68 Runoff --4.08 cfs 0.305 of Subcatchment 13S: East Site Drainage Runoff Area=353.410 sf 48.80% Impervious Runoff Depth=2.62" Flow Length=692' Tc=10.3 min CN=68 Runoff --32.40 cfs 1.772 of Subcatchment 16S: West Site Swale Runoff Area=175.570 sf 63.13% Impervious Runoff Depth=3.38" Flow Length=1,300' Tc=32.5 min CN=76 Runoff=11.21 cfs 1.135 of Reach 17R: Drainage Swale Avg. Depth=0.26' Max Vel=3.91 fps Inflow=11.21 cfs 1.135 of n=0.030 L=275.0' S=0.0427'/' Capacity=451.82 cfs Outflow=11.19 cfs 1.135 of Pond P1: Expanded Stormwater Pond Peak EIev=742.85' Storage=66.232 cf Inflow=38.51 cfs 3.203 of Discarded=1.86 cfs 2.381 of Primary=3.16 cfs 0.416 of Outflow=5.02 Cfs 2.797 of Pond P2: Hwy 212 Culvert Peak EIev=738.60' Storage=63 cf Inflow=4.08 cfs 0.721 of 36.0" Round Culvert n=0.015 L=65.0' S=0.00007' Outflow=4.08 cfs 0.721 of Total Runoff Area= 18.346 ac Runoff Volume= 3.508 of Average Runoff Depth= 2.29" 62.33% Pervious = 11.435 ac 37.67% Impervious = 6.911 ac TCS Proposed Hydrology Type// 24 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 © 2009 HydroCAD Software Solutions LLC Paoe 11 Summary for Subcatchment 3S: West Site Undisturbed Drainage Runoff = 2.81 cfs @ 12.12 hrs, Volume= 0.295 af, Depth= 0.74" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -yr Rainfall=6.00" Area (sf) CN Description 85,945 56 Brush, Fair, HSG B 123,440 35 Brush Fair HSG A 209,385 44 Weighted Average 209,385 0.14 100.00% Pervious Area Tc Length Slope Velocity Capacity Description 7.8 150 0.0930 0.32 Sheet Flow, Existing Hill Flow Grass: Short n=0.150 P2=2.80" 7.9 380 0.0130 0.80 Shallow Concentrated Flow, Existing West Drainage Area Short Grass Pasture Kv= 7.0 fps 15.7 530 Total Summary for Subcatchment 4S: Ditch Runoff = 4.08 cfs @ 12.13 hrs, Volume= 0.305 af, Depth= 2.62" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -yr Rainfall=6.00" Area (sf) CN Description 43,066 56 Brush, Fair, HSG B 17,740 98 Paved roads w/curbs & sewers 60,806 68 Weighted Average 43,066 0.14 70.83% Pervious Area 17,740 29.17% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 11.8 100 0.0380 0.14 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 7.7 563 0.0300 1.21 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 19.5 663 Total Summary for Subcatchment 13S: East Site Drainage Paved Runoff = 32.40 cfs @ 12.02 hrs, Volume= 1.772 af, Depth= 2.62" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type 11 24 -hr 100 -yr Rainfall=6.00" TCS Proposed Hydrology Type 1124 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 12 Area (sf) CN Description _ 172,474 98 Paved parking & roofs 136,917 35 Brush, Fair, HSG A 44,019 56 Brush, Fair HSG B _ 353,410 68 Weighted Average 180,936 Tc Length 51.20% Pervious Area 172,474 Smooth surfaces n=0.011 P2=2.80" 48.80% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 4.5 300 0.0080 1.11 Sheet Flow, parking lot 63.13% Impervious Area Tc Length Slope Velocity Capacity Description Smooth surfaces n=0.011 P2=2.80" 0.5 50 0.0080 1.82 Shallow Concentrated Flow, parking lot Paved Kv= 20.3 fps 5.7 64 Paved Kv= 20.3 fps 2.7 137 0.0150 0.86 Shallow Concentrated Flow, along berm 0.0100 0.70 Shallow Concentrated Flow, Upper Swale Flow Short Grass Pasture Kv= 7.0 fps 1.1 24 0.3333 0.37 Sheet Flow, Off Building Hill Grass: Short n=0.150 P2=2.80" 1.2 159 0.1000 2.21 Shallow Concentrated Flow, down hill Short Grass Pasture Kv= 7.0 fps 0.3 22 0.0230 1.06 Shallow Concentrated Flow, into pond Short Grass Pasture Kv= 7.0 fps 10.3 692 Total Summary for Subcatchment 16S: West Site Swale Drainage Runoff = 11.21 cfs @ 12.28 hrs, Volume= 1.135 af, Depth= 3.38" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -yr Rainfall=6.00" Area (sf) CN Description 110,840 98 Paved parking, HSG C 64,730 39 >75% Grass cover, Good, HSG A 175,570 76 Weighted Average 64,730 36.87% Pervious Area 110,840 63.13% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.4 210 0.0050 1.44 Shallow Concentrated Flow, Impervious Flow Paved Kv= 20.3 fps 5.7 64 0.0380 0.19 Sheet Flow, Pervious Sheet Flow Grass: Short n=0.150 P2=2.80" 24.4 1,026 0.0100 0.70 Shallow Concentrated Flow, Upper Swale Flow Short Grass Pasture Kv= 7.0 fps 32.5 1,300 Total TCS Proposed Hydrology Type 11 24 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 © 2009 HydroCAD Software Solutions LLC Page 13 Summary for Reach 17R: Drainage Swale Inflow Area = 4.031 ac, 63.13% Impervious, Inflow Depth = 3.38" for 100 -yr event Inflow = 11.21 cfs @ 12.28 hrs, Volume= 1.135 of Outflow = 11.19 cfs @ 12.30 hrs, Volume= 1.135 af, Atten= 0%, Lag= 1.7 min Routing by Stor-Ind+Trans method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Max. Velocity= 3.91 fps, Min. Travel Time= 1.2 min Avg. Velocity = 1.19 fps, Avg. Travel Time= 3.9 min Peak Storage= 788 cf @ 12.28 hrs, Average Depth at Peak Storage= 0.26' Bank -Full Depth= 2.00', Capacity at Bank -Full= 451.82 cfs 10.00' x 2.00' deep channel, n= 0.030 Earth, grassed & winding Side Slope Z -value= 4.0T Top Width= 26.00' Length= 275.0' Slope= 0.0427 '/' Inlet Invert= 758.73'. Outlet Invert= 747.00' Summary for Pond P1: Expanded Stormwater Pond Inflow Area = 16.951 ac, 38.37% Impervious, Inflow Depth = 2.27" for 100 -yr event Inflow = 38.51 cfs @ 12.04 hrs, Volume= 3.203 of Outflow = 5.02 cfs @ 13.07 hrs, Volume= 2.797 af, Atten= 87%, Lag= 61.8 min Discarded = 1.86 cfs @ 13.07 hrs, Volume= 2.381 of Primary = 3.16 cfs @ 13.07 hrs, Volume= 0.416 of Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 3 Peak Elev= 742.85' @ 13.07 hrs Surf.Area= 20,205 sf Storage= 66,232 cf Plug -Flow detention time= 344.2 min calculated for 2.796 of (87% of inflow) Center -of -Mass det. time= 282.2 min ( 1,135.9 - 853.7 ) Volume Invert Avail.Storage Storage Description #1 738.00' 90,863 cf Custom Stage Data (Prismatic)Listed below TCS Proposed Hydrology Type 11 24 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCADO 9.00 s/n 02263 @ 2009 HydroCAD Software Solutions LLC Page 14 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 738.00 9,479 0 0 739.00 10,861 10,170 10,170 740.00 12,308 11,585 21,755 741.00 13,818 13,063 34,818 741.50 15,427 7,311 42,129 742.00 17,121 8,137 50,266 742.50 18,890 9,003 59,269 743.00 20,762 9,913 69,182 744.00 22,601 21,682 90,863 Device Routing Invert Outlet Devices #1 Primary 742.50' 6.0' long x 9.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.46 2.55 2.70 2.69 2.68 2.68 2.67 2.64 2.64 2.64 2.65 2.64 2.65 2.65 2.66 2.67 2.69 #2 Discarded 738.00' 3.970 in/hr Exfiltration over Surface area Trded OutFlow Max=1.86 cfs @ 13.07 hrs HW=742.85' (Free Discharge) Exfiltration (Exfiltration Controls 1.86 cfs) Primary OutFlow Max=3.16 cfs @ 13.07 hrs HW=742.85' (Free Discharge) L1=Broad-Crested Rectangular Weir(Weir Controls 3.16 cfs @ 1.50 fps) Summary for Pond P2: Hwy 212 Culvert Inflow Area = 18.346 ac, 37.67% Impervious, Inflow Depth = 0.47" for 100 -yr event Inflow = 4.08 cfs @ 12.13 hrs, Volume= 0.721 of Outflow = 4.08 cfs @ 12.13 hrs, Volume= 0.721 af, Atten= 0%, Lag= 0.1 min Primary = 4.08 cfs @ 12.13 hrs, Volume= 0.721 of Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Peak Elev= 738.60' @ 12.13 hrs Surf.Area= 96 sf Storage= 63 cf Plug -Flow detention time= 0.3 min calculated for 0.721 of (100% of inflow) Center -of -Mass det. time= 0.4 min ( 838.0 - 837.7 ) Volume Invert Avail.Storage Storage Description #1 737.50' 7,113 cf Custom Stage Data (Prismatic)Listed below Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 737.50 0 0 0 738.00 44 11 11 739.00 131 88 99 740.00 436 284 382 741.00 2,091 1,264 1,646 742.00 8,843 5,467 7,113 TCS Proposed Hydrology Type 11 24 -hr 100 -yr Rainfall=6.00" Prepared by Carlson McCain Printed 9/4/2014 HydroCAD® 9.00 s/n 02263 @2009 HydroCAD Software Solutions LLC Page 15 Device Routing Invert Outlet Devices #1 Primary 737.50' 36.0" Round Culvert L= 65.0' RCP, end -section conforming to fill, Ke= 0.500 Inlet Invert= 737.50' S=0.0000'/' Cc= 0.900 n=0.015 Primary OutFlow Max=4.08 cfs @ 12.13 hrs HW=738.60' (Free Discharge) t1=Culvert (Barrel Controls 4.08 cfs @ 2.58 fps) D Administration ear Mr. Lamo; Phone: 952.227.1100 We have reviewed the materials provided b Carlson McCain in the Fax: 952.227.1110 P Y application for the above -referenced project. This letter is to inform you that, after having reviewed Building Inspections the submittal materials, we find the application to be incomplete. Therefore, we Phone: 952.227.1180 cannot schedule you for a public hearing until all the information is provided. Fax: 952.227.1190 September 10, 2014 CITY OF drainage Swale. The plan proposes to create a concentrated flow condition PFax:952.2227170 Fax: 952.2271170 Mr. Bruce Lamo CHA NSEN 1900 Stoughton Avenue Finance Chaska, MN 55318 7700 Market Boulevard narrative should be expanded to include addressing the variance criteria. PBox Chanhassen, MNN 55317 Re: TC Self Stora g e D Administration ear Mr. Lamo; Phone: 952.227.1100 We have reviewed the materials provided b Carlson McCain in the Fax: 952.227.1110 P Y application for the above -referenced project. This letter is to inform you that, after having reviewed Building Inspections the submittal materials, we find the application to be incomplete. Therefore, we Phone: 952.227.1180 cannot schedule you for a public hearing until all the information is provided. Fax: 952.227.1190 Public Works 7901 Park Place The following items need to be addressed with any subsequent submittal. Engineering drainage Swale. The plan proposes to create a concentrated flow condition PFax:952.2227170 Fax: 952.2271170 1. The application shall be amended to include variance requests from the city � code for the use of metal siding on the building (section 20-1065) and the use of Finance gravel surfaces for parking areas (section 20-1118 (d)). Please note that your Phone: 952.227.1140 narrative should be expanded to include addressing the variance criteria. Fax: 952.227.1110 Additional variance fee is required. Link to variance checklist: Web site www.ci.chanhassen.mn.us/variance. Park &Recreation higher intensity uses. We are currently undertaking a CSAH 61 Corridor study. This Phone: 952.2271120 Fax: 952.2271110 2. The U -Haul rental is a separate conditional use and must be applied for and eP pp separate fee paid. Additional details on the location and operation of the Recreation Center business shall be submitted. 2310 Coulter Boulevard Phone: 952.2271400 3. A Surface Water Pollution Prevention Plan (SWPPP) is required as part of the Fax: 952.227.1404 submittal. If the disturbance exceeds the minimum threshold for the NPDES Planning & permit, erosion and sediment control plans shall be compliant with NPDES Natural Resources General Stormwater Permit for Construction Activity (MIN R100001). The Phone: 952.227.1130 applicant shall prepare or cause to be prepared a stormwater pollution Fax: 952.227.1110 prevention plan (SWPPP) and provide this plan to the city (Section 19-145(a)). Public Works 7901 Park Place 4. Engineering staff is concerned about the long-term stability of the proposed Phone: 952.227.1300 drainage Swale. The plan proposes to create a concentrated flow condition Fax: 952.227.1310 through highly -erodible soils. The proposed condition would not be accepted without the implementation of substantive erosion prevention practices and Senior Center adequate evidence that the swale will be protected from incision and head Phone: 952.227.1125 cutting. It is our strong preference that a piped conveyance be utilized. Fax: 952.227.1110 Web site You should also be aware that the city anticipates that this area will develop with www.ci.chanhassen.mn.us higher intensity uses. We are currently undertaking a CSAH 61 Corridor study. This study can be viewed at the following link: www.ci.chanhassen.mn.us/61 corridor. SCANNEC Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Bruce Lamo September 10, 2014 Page 2 When we first discussed the expansion of the storage facility, we thought you meant one or two buildings, not five. This represents a 153 percent increase in the building space and at full development would represent 60 percent of the building area. These buildings will then represent the majority of the development and should represent the quality of development. The Business and Fringe Services District was intended to accommodate limited commercial uses temporary in nature without urban services. The city also anticipates that when this area redevelops, a public road would provide access to the parcels. Below is the preferred alignment. You will need to complete a new development review application form. Link to application: www.ci.chanhassen.mn.us/application. Mr. Bruce Lamo September 10, 2014 Page 3 I am returning you check with this letter. Once you have assembled the information and revised the plans as appropriate, please resubmit you application. If you have any questions or need additional information, please contact me, bcenerous(a)ci.chanhassen.mn.us or (952) 227-1131, or Terry Jeffery, Water Resources Coordinator, at tieffery@ci.chanhassen.mn.us or (952) 227- 1168. Sincerely, Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator g:\plan\2014 phoning cases\wm city stmage\mwmplete letta.dm TWIN CITIES SELF STORAGE, CHASKA, LLC 1900 Stoughton Ave Chaska, MN 55318 PAY TO THE ORDER OE— Memo F Memo s Vc ( �a Community Bank Chaska 6740 i g DOLLARS 4 E Ila 006740 11' 1:091917047I: 35i433811' M Ila 006740 11' 1:091917047I: 35i433811' Public Works 4. Engineering staff is concerned about the long-term stability of the proposed 7901 Park Place September 10, 2014 CITY OF through highly -erodible soils. The proposed condition would not be accepted Fax: 952.2271310 Mr. Bruce Lamo CHANIIASSEN 1900 Stoughton Avenue Phone: 952.227.1125 Chaska, MN 55318 7700 Market Boulevard PO Box 147 Re: TC Self Storage Chanhassen, MN 55317 higher intensity uses. We are currently undertaking a CSAH 61 Corridor study. This www.ci.chanhassen.mn.us Dear Mr. Lamo; Administration Phone: 952.227.1100 We have reviewed the materials provided by Carlson McCain in the application for Fax: 952.227.1110 the above -referenced project. This letter is to inform you that, after having reviewed Building Inspections the submittal materials, we find the application to be incomplete. Therefore, we Phone: 952.227.1180 cannot schedule you for a public hearing until all the information is provided. Fax: 952.227.1190 The following items need to be addressed with any subsequent submittal. Engineering Phone: 952.227.1160 1. The application shall be amended to include variance requests from the city Fax: 952.227.1170 code for the use of metal siding on the building (section 20-1065) and the use of Finance gravel surfaces for parking areas (section 20-1118 (d)). Please note that your Phone: 952.227.1140 narrative should be expanded to include addressing the variance criteria. Fax: 952.227.1110 Additional variance fee is required. Link to variance checklist: www.ci.chanhassen.mn.us/variance. Park & Recreation Phone: 952.227.1120 2. The U -Haul rental is a separate conditional use and must be applied for and Fax: 952.227,1110 separate fee paid. Additional details on the location and operation of the Recreation Center business shall be submitted. 2310 Coulter Boulevard Phone: 952.227.1400 3. A Surface Water Pollution Prevention Plan (SWPPP) is required as part of the Fax: 952.227.1404 submittal. If the disturbance exceeds the minimum threshold for the NPDES permit, erosion and sediment control plans shall be compliant with NPDES Planning & Natural Resources P Permit f General Stormwaer ermor Construction Activity The t C t ti A �' (MN R100001 )• Phone: 952.227.1130 applicant shall prepare or cause to be prepared a stormwater pollution Fax: 952.2271110 prevention plan (SWPPP) and provide this plan to the city (Section 19-145(a)). Public Works 4. Engineering staff is concerned about the long-term stability of the proposed 7901 Park Place drainage swale. The plan proposes to create a concentrated flow condition Phone: 952.22T1300 through highly -erodible soils. The proposed condition would not be accepted Fax: 952.2271310 without the implementation of substantive erosion prevention practices and Senior Center adequate evidence that the swale will be protected from incision and head Phone: 952.227.1125 cutting. It is our strong preference that a piped conveyance be utilized. Fax: 952.227.1110 You should also be aware that the city anticipates that this area will develop with Web site higher intensity uses. We are currently undertaking a CSAH 61 Corridor study. This www.ci.chanhassen.mn.us study can be viewed at the following link: www.ci.chanhassen.mn.us/61 corridor. Chanhassen is a Community for Life . Providing for Today and Planning for Tomorrow ► &RM- r� Gaa�- ar_s C� 4r - Mk. Ma o t Mr. Bruce Lamo September 10, 2014 Page 2 When we first discussed the expansion of the storage facility, we thought you meant one or two buildings, not five. This represents a 153 percent increase in the building space and at full development would represent 60 percent of the building area. These buildings will then represent the majority of the development and should represent the quality of development. The Business and Fringe Services District was intended to accommodate limited commercial uses temporary in nature without urban services. The city also anticipates that when this area redevelops, a public road would provide access to the parcels. Below is the preferred alignment. You will need to complete a new development review application form. Link to application: www.ci.chanhassen.mn.us/application. Mr. Bruce Lamo September 10, 2014 Page 3 I am returning you check with this letter. Once you have assembled the information and revised the plans as appropriate, please resubmit you application. If you have any questions or need additional information, please contact me, beenerous(a)ci.chanhassen.mn.us or (952) 227-1131, or Terry Jeffery, Water Resources Coordinator, at tieffery@,ci.chanhassen.mn.us or (952) 227- 1168. Sincerely, Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator g:\plan\2014 planning cases\twin city stomge\incomplete letter.doc Property Card Taxpayer Information Taxpayer Name TWIN CITIES SELF STORAGE, CHAS Mailing Address 607 WASHINGTON AVE S STE 503 MINNEAPOLIS, MN 55415-1162 Property Address Address 1900 STOUGHTON AVE City CHASKA,MN 55318 Parcel ID Number 250340120 Parcel Information Uses Commercial GIS Acres 6.82 Tax Acres 6.82 Plat Lot Block P/O SWIM SE1/4 LYING SWLY OF SWLY R -O -W LINE OF US HWY 212, NWLY OF Tax Description NWLY R -O -W OF CO RD 10 (STOUGHTON AVE) & ELY & SELY OF LINE DESC AS: COMM AT SW CORN SW1/4 SE1/4 TH N89'E ALONG S LINE SW1/4 SEI/4 525' TO PT OF BEG OF LINE TO BE DESC, TH N26'W 399' Building Information Building Style Finished Sq Ft Bedrooms Year Built Other Garage N Bathrooms Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 WS 060 LOWER MN RIVER N N N Assessor Information Estimated Market Value 2013 Values 2014 Values Last Sale (Payable 2014) (Payable 2015) Land $215,000.00 $215,000.00 Date of Sale 09/24/2010 Building $860,000.00 $860,000.00 Sale Value $930,000.00 Total $1,075,000.00 $1,075,000.00 Qualified/ Unqualified Q AM Disclaimer: This information is to be used for reference purposes only. Carver County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Will Statutes 466 03. Su ad. 21 (2000). and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims. and agrees to defend, indemnify. and hold harmless the County from any and all claims brought by User. CARVER its employees or agents, or third parties which arise out of the user's access or use of data provided COUNTY Monday, September 22, 2014 Carver County, MN Page 1 of 1 SCANNED Property Card Taxpayer Information Taxpayer Name TWIN CITIES SELF STORAGE, CHAS Mailing Address 607 WASHINGTON AVE S STE 503 MINNEAPOLIS, MN 55415-1162 Property Address Address 1875 FLYING CLOUD DR City CHASKA, MN 55318 Parcel ID Number 250340110 Parcel Information Uses Agricultural GIS Acres 9.47 Tax Acres 9.47 Plat Lot Block P/O SE1/4 SW1/4 & THAT P/O SW1/4 SE1/4 LYING SELY OF SELY R -O -W LINE OF Tax Description CNW RR, SWLY OF SWLY R -O -W LINE OF US HWY 212 & WLY & NLY OF LINE DESC AS: COMM AT SW CORN SW1/4 SE1/4 TH N89'E ON S LINE SWIA SEI/4 525' TO PT OF BEG TH N26'W 399' TH N62'E 485.18 Building Information Building Style Finished Sq Ft Bedrooms Year Built Other Garage N Bathrooms Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 WS 060 LOWER MN RIVER N N N Assessor Information Estimated Market Value 2013 Values 2014 Values Last Sale (Payable 2014) (Payable 2015) Land $359,000.00 $404,800.00 Date of Sale 05/16/2014 Building $0.00 $0.00 Sale Value $400,000.00 Total $359,000.00 $404,800,00 Qualified/ Unqualified U AM Disclaimer: This mfonoahon is to be used for reference purposes only. Carver County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03. Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and VW expressly waives all claims. and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, CARVER its employees or agents, or third parties which arse out of the user's access or use of data provided. COUNTY Monday, September 22, 2014 Carver County, MN Page 1 of 1 SCANNED 1900 Stoughton Avenue CUP & SPR (Twin Cities Self Storage) - Planning Case 2014-31 $500.00 Site Plan Review $712.50 Site Plan Review $10 per 1000 SF of Building Area $425.00 Conditional Use Permit $200.00 Notification Sign $45.00 Property Owners List $100.00 Escrow for filing fees (Conditional Use Permit) $1,982.50 TOTAL $1,982.50 Less Check 6740 from Twin Cities Self Storage, Chaska, LLC $0.00 BALANCE OWED SCANNEC CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 09/22/2014 4:23 PM Receipt No. 00263601 CLERK: AshleyM PAYEE: Twin Cities Self Storage 1900 Stoughton Ave Chaska MN 55317-8 1900 Stoughton Ave CUP & SPR ------------------------------------------------------- Conditional Use Permit 425.00 Notification Sign 200.00 Recording Fees 100.00 GIS List 45.00 Site Plan Review $10 Per 1000SF of Buil ding Area 712.50 Site Plan Review 500.00 Total Cash Check 6740 Change 1,982.50 0.00 1,982.50 0.00 SCANNED Date: September 23, 2014 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies Review Response Deadline: October 9, 2014 From: Planning Department By: Robert Generous, AICP, Senior Planner / 952-227-1131 / bgenerous@ci.chanhassen.mn.us Subject: Request for Amendment to Conditional Use Permit 1987-02 to increase the number of storage buildings; and Site Plan Review for five additional storage buildings on approximately 16.5 acres of property zoned Business Fringe (BF) and located at 1900 Stoughton Avenue and 1875 Flying Cloud Drive (CR 61). Applicant/Owner: Bruce Lamo, Twin Cities Self Storage, Chaska, LLC. Planning Case: 2014-31 PID: 25-0340120 & 25-0340120 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on September 19, 2014. The 60 -day review period ends November 18, 2014. 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 October 21, 2014 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than October 9, 2014. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E 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 (CenturyLink) 10. Electric Company (MN Valley) 11. Medincom 12. CenterPoint Energy Minnegasco 13. City of Chaska — Kevin Ringwald SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2014-31 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, October 21, 2014, 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 an Amendment to Conditional Use Permit 1987-02 to increase the number of storage buildings; and Site Plan Review for five additional storage buildings on approximately 16.5 acres of property zoned Business Fringe (BF) and located at 1900 Stoughton Avenue and 1875 Flying Cloud Drive (CR 61). Applicant/Owner: Bruce Lamo, Twin Cities Self Storage, Chaska, LLC. 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/2014-31 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, AICP, Senior Planner Email: bgenerousCaci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on October 9, 2014) SCANNED Z_c3w� dc.cerVlttm, That part of the Southwest Quarter of the Southeast Quarter of Section 34, Township 116, Range 23, Carver County, Minnesota, lying southwesterly of the southwesterly right- of way -line of U.S. Trunk Highway No. 212; northwesterly of the northwesterly right-of- way of County State Aid Highway No, 10 (Stoughton Avenue formerly the Chaska and Shakopee Road); and easterly and southeasterly of the following described line: Commencing at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence on an assumed bearing of North 89 degrees 11 minutes 32 seconds East along the south line of said Southwest Quarter of the Southeast Quarter a distance of 525,00 feet to the point of beginning of the line to be described; thence North 26 degrees 57 minutes 49 seconds West a distance of 399.00 feet; thence North 62 degrees 19 minutes 46 seconds East a distance of 485.18 feet more or less to said southwesterly right-of-way line of U.S. Trunk Highway 212 and there terminating. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL: Commencing at the southeast corner of the Southwest Quarter of the Southeast Quarter; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64 degrees 30 minutes West 170 feet to point of center of said road; thence North parallel to Fast line of said Southwest Quarter of the Southeast Quarter to south line of Trunk Highway No. 51; thence southeasterly along south line Trunk Highway No. 51 to point where same intersects East line of said SW '/. of SE 1/4 ; thence south along said east line to place of beginning. 0tTYOFIECE *MSM ED SEP 19 2014 CMA"MPL~M ► Legal description B P/O SEI/4 SWI/4 & THAT P/0 SW1/4 SE1/4 LYING SELY OF SELY R -O -W LINE OF CNW RR, SWLY OF SWLY R -O -W LINE OF US HWY 212 & WLY & NLY OF LINE DESC AS: COMM AT SW CORN SW1/4 SE1/4 TH N89*E ON S LINE SW1/4 SE1/4 525' TO PT OF BEG TH N26*W 399' TH N62*E 485.18 CITYOFCHANHASMN RECEIVED Ste .I `� 2014 CHANHASSEN PLANNINt3 DEPT 14,31 CHANHASSEN PLANNING COMMISSION REGULAR MEETING OCTOBER 21, 2014 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Mark Undestad, Lisa Hokkanen, Kim Tennyson, Steve Weick and Dan Campion MEMBERS ABSENT: Maryam Yusuf STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; and Alyson Fauske, Assistant City Engineer PUBLIC HEARING: TWIN CITIES SELF STORAGE: REOUEST FOR AN AMENDMENT TO CONDITIONAL USE PERMIT 1987-02 TO INCREASE THE NUMBER OF STORAGE BUILDINGS; AND SITE PLAN REVIEW FOR FIVE ADDITIONAL STORAGE BUILDINGS ON APPROXIMATELY 16.5 ACRES OF PROPERTY ZONED BUSINESS FRINGE (BF) AND LOCATED AT 1900 STOUGHTON AVENUE AND 1875 FLYING CLOUD DRIVE (CR 61). APPLICANT/OWNER: BRUCE LAMO, TWIN CITIES SELF STORAGE, CHASKA LLC, PLANNING CASE 2014-31. Generous: Thank you Chairman Aller, commissioners. Planning Case 2014-31 is an amendment to an existing Conditional Use Permit for a storage facilities down on Stoughton Avenue and site plan review for the expansion. They're proposing 4 additional, or 5 additional buildings. Each one 14,250 square feet. Tonight's a public hearing. This is scheduled for City Council on November 10'. The applicant is Bruce Lamo who is also the property owner. Again this is located in southern Chanhassen. It borders on Chaska to the northwest and then Chanhassen is to the east of it. It's currently composed of two parcels. One of the conditions of approval would be that they recombine these parcels as a zoning lot and so that's what they're, there are existing 6 buildings on the site. There's a storage, outdoor storage area that's gravel on the northwest corer of the existing storage facility. The expansion would be all to the west along the south property line and an additional building in that area. Once the final building is built the outdoor storage would go away. This amendment increases a number of storage buildings on the property and the site plan review is actually for the details on the site. Development and redevelopment. Twin Cities Self Storage is the name of the project. Again there are 6 storage buildings located in the southeast corer of the property. There's a gravel area located in this area and as well as on the west side of the property. This is where the expansion would take place. There's a stormwater pond that as part of this development would need to be expanded to accommodate the additional stormwater runoff that would be generated from the hard surfaces. The property is zoned Fringe Business District. This district accommodates limited commercial uses that are considered temporary in nature. When urban services are eventually brought down to this area we think all the area will intensify it's uses. Cold storage and warehousing are conditional uses in the BF District and the BF District is limited in that only 40% of the site may be developed under the current zoning category so with, even with the expansion 60% of the site would be available for future development. The property is guided for office industrial uses and the City is in the process of looking at the 61 corridor for land use potential amendments or urban services extension to this area. I believe it's SCANNED Chanhassen Planning Commission — October 21, 2014 a project that we'll be bringing over the winter and next spring for adoption. As part of the current study this land would be continue to be guided for office industrial uses. Again the storage facilities are cold storage and warehousing are conditional uses in the BF District. They're increasing the number of buildings and so that's what the amendment is. The previous approval had 8 buildings total and this one will bring it up to 11. As part of the conditional use permit there's not any specific findings for storage or warehouse facilities so we used the general findings under the conditional use permits. And the conditions of approval would be that they comply with the site plan approval criteria conditions. A site plan, their proposed expansion would be phased over time. The first two buildings would be developed would be P -1's. They would be immediately west of the existing buildings and then as those are leased out they would build the next building and then the next one and then finally the fifth building if that take place. We did look at this briefly to make sure that this could accommodate future access potential from the northwest, which would be an extension of, possible extension of Engler Boulevard which would serve this property as well as the ones to the north and west of here. And again as part of this development they will be expanding the stormwater area to accommodate the additional runoff from the hard surfaces. The building materials consist of block and a stucco finish on the metal. They're low profile buildings. It will be a tan stucco and it's a reddish brown brick. It's very traditional in color and design. The brick would only be on the end but these are the ends that would be visible. Potentially visible from the public. However we doubt that that will happen because there's several rows of trees that are between that and Stoughton Boulevard. All the doors are angled towards each other interior wise so you won't see those elevations and they would have the stucco metal finish between the doors. They would continue the colors within the, earth tone colors that are within the rest of the development. Again these are very low profile. Shallow roof angles and it will be difficult to see from on site. The grading plan. They're proposing to grade the area that is proposed for the expansion. Provide a drainage swale from that area down to the stormwater pond and again expand the stormwater area to accommodate the additional runoff from the site. Landscaping. There are some revisions that they'll need to make. They've currently shown all the trees along the south property line. However there are additional buffer yard requirements from the north and west and what staff is proposing is that be limited or pulled in around, immediately around these building areas so that it can provide potentially future buffering between a future use to the north within the property. Staff is recommending approval of the amendment to the conditional use permit to allow the I 1 storage buildings for cold storage and warehousing and site plan review for 5 additional 14,250 square foot one story storage buildings and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer the questions. Aller: Any questions? It looks like Bob that they're going to phase this in building by building. Generous: Yes. Aller: So as the use actually increases that's when they'll undertake to do the building of the buildings themselves or construction of the buildings. Generous: Mr. Chairman, the intention is to build the first two buildings and then as those fill up they would come in and start the next process so it'd be just a building permit process as we go forward. Aller: Okay and then. 01 Chanhassen Planning Commission — October 21, 2014 Aanenson: If I may Mr. Chairman, members of the commission. We did talk to the applicant too about that as we look at municipal services down there and timing and just kind of keeping that in mind as those buildings. Even if we go to office industrial, these would still be a permitted use within the district but then looking at higher and better uses as a possibility in the future, just to keep that in mind so I think they're just, he's taking you know just kind of a wait and see. You know he's got an option to go forward but if the market changes he can adapt to that too. Aller: Great. And then the grading will be done all at the same time or as these buildings are constructed? Generous: It would all be done at one time because they have to provide that stormwater system. Aller: And that was my question. The stormwater will be for the entire site regardless of the future use so we're protecting and preserving that area from the runoff. How does it look down there? Fauske: As indicated in the staff report there's still some minor revisions to the plans that the staff has requested. Since the report went out staff has been in contact with the engineer and feels very comfortable with the way this plan is progressing and that they can meet all the conditions stated in the staff report. Aller: Okay. Campion: I have one question. Aller: Commissioner Campion. Campion: The environmental resources, the trees they had none planned right? No trees, shrubs or what not that I saw in the staff report. That we were asking them to make up for some of that so in total are we requiring that they would meet you know the total requirements? Generous: Yes. They would have to meet those minimum standards and I believe he's actually beyond on that southern property line so it's more reallocation on site and working with Jill. The City Forester to come up with an acceptable plan. Campion: Okay. Aller: Any additional questions? Okay, if the applicant would like to come forward and make a presentation they may do so at this time. If not, that's fine too. Seeing no one. Okay. He doesn't have to come forward if he doesn't want to. Bruce Lamo: Sure I can. Aller: Great. If you could just state your name and representation. Chanhassen Planning Commission — October 21, 2014 Bruce Lamo: I'm Bruce Lamo. I'm the owner of Twin Cities Self Storage and appreciate your time and attention. Just to clarify, I did propose putting in a lot of trees to begin with because I knew with the homeowners that are on Stoughton, I didn't want them to be, even though I think my buildings, I think they're relatively attractive. That's my personal taste. I didn't think it was something that they wanted to look at so I knew from the very start that I'd be, I would be coming in with a, what I think is an attractive row of trees to separate my property from them so that was always the intention and you know I want this to look good because it reflects me and my business and it's, I'm part of the city so I want it to look good for everybody. As far as the phased building, you know I don't know if I will fill all the buildings and she was correct that my plan is, if I can, if there's a better use that comes along 5, 10, 15 years down the road, if I haven't built out the buildings. If someone else has a better use for that land you know I certainly will be interested, particularly if you bring more utilities down there so it does give me the flexibility and I purchased 9 %2 acres and I'm only able to use about a hundred and some thousand square feet now but that will all change if and when that development changes, and that could change you know everything in the neighborhood so I don't want to get ahead of myself and build a bunch of empty buildings now and have them sit there so I think everyone is looking at this the same way. Hopefully it's acceptable to everyone. Aller: Nor do we which is why I was asking the question. I think it looks like a prudent thing to do. Bruce Lamo: Yeah. Aller: And at the highest best use of the property is what we always want for our homeowners so we're glad to see that happen. Bruce Lamo: Right. Aanenson: Mr. Chairman if I could just make one clarification. Just clarify what Mr. Lamo was talking about. There's a few homes right on Stoughton that are going to be abutting the expansion. You've got the cemetery that's actually in Chaska that Bob's pointing to right now and then there's a couple homes right in there and that's what Mr. Lamo was talking about planting that landscaping because you do have homes closer there and then we did receive some calls from those homeowners and also the ones across the street for their visibility so that was the intent with the additional screening of the landscaping to provide that. Aller: And it sounds like there's no opposition to doing that. Bruce Lamo: No. I want them to be comfortable and happy with what they look at when they look out the windows or drive by so. Aller: Great. Any additional questions? Comments. Thank you sir. Appreciate it. Bruce Lamo: Thank you. Aller: With that I'll open the public hearing portion of the meeting on this item. Anyone wishing to come forward speaking either for or against that item can do so at this time. 11 Chanhassen Planning Commission — October 21, 2014 Welcome sir. If you could come forward and step to the podium and state your name and address. James Kavorian: Yeah my name is James Kavorian. My address is 1905 Stoughton. Aller: Welcome. James Kavorian: Right across the street from my good neighbor and we're buddies and I was just kind of concerned about you know some of the lighting and things like that because we like our dark neighborhood and Bruce has been really good with us when he moved in to at least tum some of the lights that he had put in before and get them out from lighting up our yard because we're really right across the street. So I'm kind of concerned about you know that. You know lighting and then I don't know or I am concerned about whether there's going to be another entrance to that property because there is, basically it's right across from my driveway practically and I'm just kind of concerned about congestion there or more traffic right in front of our house so. And that's all. I'm just asking those questions. Aller: Thank you. No, we appreciate your concerns and we'll see whether we can have a discussion about those items. James Kavorian: Alright. Aller: So if we could, if you could address those that would be great. Generous: As far as lighting, we did look at that. He's only proposed wall pack units on the building. No aerial lighting so it will be minimal. The hours of operation are very limited. I believe he locks it up by 10:00 at night. There is only, currently there will be only the one access point but this isn't a peak trip generation place so, and then in the future provided that roadway extension takes place, that would relieve for future development to the west. Aanenson: Just to clarify that. So there's no additional entrances being proposed. Yep. Aller: Right. Bruce Lamo: Well if I. Aller: Please go ahead. Bruce Lamo: From a storage facility perspective I wouldn't want another entrance. I have one entrance now and it's much easier just to control with one gate and I had no intention of moving it so the gate will stay where it is. All the traffic that comes and go will stay at the same place. There is a, the neighbors driveway, which the former owner used to use to service that property, I think there might have been some concerns with some people that that might become my new business driveway. That was never the intention. That is the neighbor's property. I don't plan on using that driveway. I'll just use the driveway that I have with the gate system that I have. Aller: Okay. And then the use of the property because you're building two extra buildings, you don't foresee any major increase in traffic then which would be the other concern. Chanhassen Planning Commission — October 21, 2014 Bruce Lamo: No. I mean there will be some. We'll have more customers but self storage is a fairly low traffic volume business. You know on any given day it could be anywhere from, in the winter it's very slow. It could be 2 to 3 customers a day or sometimes less and sometimes on the weekend in the summer it could be 15 or 20 cars in a day. You know it does peak, you know holidays sometimes people coming and go but it's on a day to day basis it doesn't change all that much. Aller: Okay. Any additional questions in light of what's been said? Thank you sir. Anyone else wishing to come forward speaking either for or against an item. Seeing no one come forward I'll close the public hearing portion of the meeting on this particular item and entertain discussion or seems pretty straight forward. Hokkanen: Looks good, yeah. Aller: I'm glad that we went with, or the applicant's going with a stucco instead of steel. Hokkanen: It looks nice. Aller: I think the traffic won't be too bad if we're looking at just the 2 additional buildings based on the history of the buildings themselves and the standard that is there so. Does anyone wish to make a motion at this time? Hokkanen: Okay, the Chanhassen Planning Commission recommends that the City Council approve the amendment to the Conditional Use Permit to allow 11 storage buildings for cold storage and warehousing and site plan review for five 14,250 square foot one-story storage buildings subject to the conditions of the staff report and adopts the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Campion: Second. Aller: I have a motion from Commissioner Hokkanen, second from Commissioner Campion. Any further discussion? Hokkanen moved, Campion seconded that the Chanhassen Planning Commission recommends that the City Council approve the amendment to the Conditional Use Permit to allow 11 storage buildings for cold storage and warehousing; and site plan review for five 14,250 square foot one-story storage buildings subject to the following conditions and adopts the Findings of Fact and Recommendation: Conditional Use Permit The 60 parking stalls for vehicle storage shall be confined to the area labeled Building P4. 2. The development shall comply with site plan 2014-31, plans prepared by Carlson McCain dated September 5, 2014. Chanhassen Planning Commission — October 21, 2014 Site Plan Buildine: 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Detailed occupancy related requirements will be addressed when complete building plans are submitted. Engineering: The applicant must provide adequate evidence that there is no area on the subject property suitable for infiltration. The discussion must include the practicality of altering the site layout. 2. The hydrologic modeling must be completed with accepted literature values for the soil type present or the applicant must provide evidence that the infiltration rates are equal to the 3.97 inches per hour assumed for the model. The applicant must provide water quality modeling, acceptable under Section 19-144(a)(1)c. of Chanhassen City Code, showing that the water quality treatment conditions are met for the required water quality volume from all new impervious surfaces. 3. A comprehensive, standalone SWPPP document with all elements required by Part III of the NPDES construction permit, the provided checklist and Section 19-145 of city code shall be prepared and submitted to the City for review and comment before any earth -disturbing activities, including but not limited to removal of any existing surfaces or structures, and removal of vegetation will be allowed or any grading permit will be issued. 4. The conveyance must be stabilized along the entire length and energy dissipation and erosion prevention practices must be designed and implemented to protect the infiltration basin from unnecessary sediment deposition. 5. The applicant shall include a materials list and engineers opinion of cost for all items necessary to meet the SWPPP requirements for erosion prevention and sediment control including the materials necessary for six (6) inches of topsoil and final stabilization. This amount shall be collected as escrow for erosion control. 6. The applicant shall prepare an operations and maintenance manual for the channel. 7. Assurances shall be provided for the conveyance channel consistent with the MS4 permit requirements for systems not owned and maintained by the MS4 permittee. Specifically: 7 Chanhassen Planning Commission — October 21, 2014 a. It must allow for the city to conduct inspections, perform maintenance and assess costs when the permittee determines that the owner and/or operator of the structural stormwater BMP has not conducted maintenance. b. It must include conditions that are designed to preserve the permittee's right to ensure maintenance responsibility ... when those responsibilities are legally transferred to another party. c. It must include conditions that are designed to protect/preserve structural stormwater BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post -construction stormwater management in Part III.D.5.a(2) continue to be met 8. The applicant must procure and comply with the requirements of all other jurisdictional agencies with authority over the project area. 9. The plan shall be redrawn to 50 -scale or larger, and must show the location of the benchmark used in the survey. 10. The first floor elevation and corner elevations of the nearby buildings must be labeled to confirm that the grading will allow water to flow away from all structures onsite. 11. The pond's Emergency Overflow Elevation and location must be shown on the plans. 12. Due to the location of the open channel drainage, the developer's engineer shall submit phased grading and erosion control plans. The plan phasing shall illustrate the erosion control that will be in place as the different buildings are constructed in Phase 1 through Phase 4. 13. The plan sheets must identify any proposed stockpile locations and the erosion control measures to contain them. 14. The aisles around the perimeter of the buildings must meet a minimum of width of 30 feet to allow 8 -foot parking on one side and a 22 -foot driving aisle. 15. The comers of the parking lot shall be modified to provide adequate aisle width. Environmental Resources Specialist: I . The applicant shall provide landscape buffers to the north of buildings P2, P3 and P4 and the west of P3. The required number of trees for the vehicular use area shall be incorporated into the buffer landscaping. 2. The applicant shall submit a revised landscape plan showing the additional buffers as well as an alternate selection to blue spruce. Chanhassen Planning Commission — October 21, 2014 Fire: 1. The new buildings will be required to have an approved fire sprinkler suppression system installed. Plans shall be drawn by a sprinkler design professional and submitted to Chanhassen Fire Marshal for review and approval. 2. Twelve -inch building address numbers must be installed on each end of the building. Numbers must be of contrasting color. Contact Fire Marshal for additional information. 3. "No Parking Fire Lane" signs will be required. Contact Fire Marshal for specific areas to be signed. Planning 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 applicant shall create a zoning lot and recombine the two properties as one parcel. All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: 7015 SANDY HOOK CIRCLE: REOUEST FOR A VARIANCE TO EXCEED THE IMPERVIOUS SURFACE LIMITATION TO CONSTRUCT A DRIVEWAY ON PROPERTY ZONED SINGLE FAMILY RESIDENTIAL (RSF) AND LOCATED AT 7015 SANDY HOOK CIRCLE. APPLICANT/OWNER: RICK KOLBOW, PLANNING CASE 2014-32. Generous: Thank you Chairman Aller, commissioners. Again this is a hard surface coverage variance request. Planning commission as the Board of Appeals and Adjustments can make a final determination provided they have a 75 percent vote on it. The applicants are Rick and Julie Kolbow. The property's located at 7015 Sandy Hook Circle. This is in, what was it? Colonial Grove 2nd Addition is the name of the plat. It was platted in 1980. The Colonial Grove was actually originally platted in 1956 so it's an older subdivision within the community. Oh I should point out that I did hand out tonight two emails that we received after the packets went out and also we have an alternative findings for the commission if they so desire. Aller: Thank you and for the record we have received the two email items and the additional Findings of Fact and Decision as an alterative. Generous: The property owners as part of their request to get a 4.8 percent hard surface coverage variance to expand their garage and to create a parking area next to their, to the garage. In the future they intend to use this parking area to build an additional stall on the garage and so they would not be increasing any of the hard surface coverage at that time. It would be currently. They'd also like to use gravel for that parking area on the side of the garage as an interim cover. However city code does require that a driveway be an improved surface. Asphalt, bituminous pavers, things like that. Staff in reviewing this we determined that they actually over calculated the hard surface coverage on the property because they included the driveway portion within the ClTY0FCH ED EPi RECESEP 19 2014 TWIN CITIES SELF STORAGE 1900 Stoughton Ave CHAWASOPLANNNSDEPT Chaska, MN 55318 612.702.8920 August 28, 2014 Statement of compliance with the twelve general standards for conditional use permits. a) My proposed buildings are to be used for self storage. The customer contract expressly prohibits the storage of hazardous materials. The entire perimeter of the buildings will be fenced and access is controlled through a central gate entry system. The grounds are under 24 hour camera surveillance. b) The site has been used for self storage since 1986. 1 am not changing the usage with any of the additional buildings. c) The proposed buildings will be single story with low pitched roof lines to maintain a very low profile. Additional trees will be planted to provide screening from current residents and the cemetery. d) There should be a very negligible impact on existing or future neighbors. Self storage is a low traffic business. Up until this year the land of located at 1875 Flying Cloud Drive (which I purchased and is now part of Twin Cities Self Storage and where most of this development will take place) has been used to park equipment used in the concrete construction business by the previous owner. This equipment will now be removed permanently and this means there will be reduced commercial truck traffic on Stoughton Ave. e) Since the site does not have access to Chanhassen water and sewer they will be provided with the existing well and septic system. Well capacity may be increased to ensure water to irrigate the new trees. Water for the required fire sprinkler system will be stored on site. f) No additional public services are anticipated. g) As stated previously, my proposed buildings will be used for self storage. Our contract prohibits hazardous materials. During my past four years of ownership I have demonstrated I run a clean and well maintained establishment. No industry or manufacturing is allowed beyond normal maintenance of the facility itself. Customers do not have access to electrical outlets, water, or gas. h) The existing property entrance will not be changed. The proposed buildings should only increase car traffic by a few cars per day. i) The proposed build site is a flat area currently covered with gravel, asphalt, concrete and grass with no significant features. j) The proposed building exteriors will be mainly garage doors. The remaining material will be painted metal. The buildings will be well screened with trees. k) When I purchased this facility in 2010 it was in a state of obvious neglect. The buildings were in rough shape, the fences were covered in vines, and the parking space was weed choked. I have removed the vines, repaired the buildings, repaired the asphalt, graded and cleaned up the outdoor parking area and maintain the entire facility. I believe all my neighbors will concur the facility looks much better than it did prior to my purchase. These additional buildings will be new and only add to value of the neighborhood. SCANNED 1) The property is currently used for self storage so there is no change. Please feel to call me direct with any questions regarding my plans or to further explain these answers. My phone number is 612.702.8920. Sincerely Bruce Lamo SCANNED PTAAIMIAI/ cCnu uCTAI onnr TWM 1Sidewall1 D3/32" = 1'-0" nT A Ar IIIA I/. [ IrA R• RIrTAI 17 /'1/'1L TVPY JAMBS & LINTELS, TYP 2 Sidewall2 Az.1 3/32" = 1'-0" w z 0 og N w LVI'\V VL!\I\II�V VILL.L JAMBS & LINTELS, TYP Eave Hei hg t /1 R0'--0" Floor Plan 0'-0" Eave Height 10'-0 Floor Plan 0'-0" 1/2"/ 1'-0" STEEL TRIM, TYP 10 METAL WALL PANEL, TYP 3 Endwall1 Az.1 3/32" = 1'-0" 1/2" / 1'-0" METAL WALL PANEL, TYP —10 4 Endwall2 A2.1 3/32" = 1'-0" 1 12'X 10' 150'- 0" LOAD BEARING STEEL JAMBS & LINTELS, TYP 12'X "X„— W L L Q O Cn ZZ 0 x 4— G LLJ UNIT vJ ,, x�( W W IM U U � C: L O + NON -LOAD BEARING METAL STUD LL � I Q 0 U WALL, TYP LOCATED BY OWNER) C O — — — — — — — — — — — 10, X ,IXII UNIT, TYP 12'-0" 12'-0" 12'-0" 10'-0" 10'-0" 1o' -o" 101-011 10'-0" 10,_O" 10'-0" 101-0" 10'-0" 12,_0„ 12'_0„ } 12'X "X" J UNIT II INTERIOR MINI STORAGE DOOR, TYP I I, I II #134 ii #135 ' 12'X 10' 15' DRIVE ISLE —> 12'X 1+ OHD NOTE: OVERHEAD STEEL BEAM OHD TO CARRY ROOF LOAD, TYP @ BEARING WALL LOCATIONS J II II "XII 12'X UNIT LOAD BEARING METAL STUD WALL, 10' MODULE UNLESS OTHERWISE NOTED, TYP 12'-0" 12'-0" 12'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-011 1o'-0" 10'-0" 10'-0" 10'-0" 12'-0" 12'-0" 10'X"XI UNIT, TYP NON -LOAD BEARING METAL STUD 12' X "X" WALL, TYP (LOCATED BY OWNER) UNIT 5 Floor Plan Az.1 1 /8" = 1'-0" 112" / 1'-0" METAL WALL PANEL, TYP 1/2" — STEEL TRIM, TYP METAL WALL PANEL, TYP No Eave Height 10'-0" Floor Plan 0'-0" Eave Height AL 10'-0" Floor Plan 0'-0" C1t / RFCE E �E� SEP 1 2014 c�aeJNassENP�aNNtrra�Ea} KIEHM CONSTRUCTION INC. ALL RIGHTS RESERVED. ALL PLANS AND ILLUSTRATIONS ARE THE EXCLUSIVE PROPERTY OF KIEHM CONSTRUCTION INC. AND ARE PROTECTED UNDER COPYRIGHT LAW. REPRODUCTION AND OR DISTRIBUTION OF THE ILLUSTRATIONS OR WORKING DRAWINGS BY ANY MEANS IS STRICTLY PROHIBITED. ALTHOUGH WE MAKE EVERY EFFORT TO ENSURE THE ACCURACY OF OUR PLAN INFORMATION, WE RESERVE THE RIGHT TO MAKE CORRECTIONS ON OUR PLANS IF CHANGES OCCUR. A2.1 Project # Project Number Date 9-4-14 Scale As indicated W L L Q O Cn ZZ 0 x 4— G LLJ vJ ,, x�( W W IM U U � C: L O O LL � I Q 0 U C O U A2.1 Project # Project Number Date 9-4-14 Scale As indicated